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HomeMy WebLinkAboutProduct Approval Shutters0 law, BOS Home Log In User Registration Hot Topics iHal�cla n Product A USER: Public Pproval User 37 Y Submit surcharge State &Facts Publications Contact Us aCIS site map , Unks search P rode APo c e > Produc7' or Anolle-tion Se, ti J" 'a FL # Application F 89- Type Code Version R ion Application Status 2020 Approved Comments Archived Product Manufacturer Address/phone/Email American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature BiII Feeley Irodriguez@easternmetal, com Technical Representative Address/phone/Emall Quality Assurance Representative Address/phone/Email Category Subcategory Shutters Acc on 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., Tlllit, Jr. P.E. Evaluation Report Florida License Quality Assurance Entity PE-44167Nat Quality Assurance Contract Expiration Date editation and Management Institute Validated By John Henry I(ampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received �`� i a--cS?3 �'O• r ASSAY I t. iUL-1 .nd� 389 111.0 Cqi l:q'r ojSSR 1'+LADh L Standard ASTM E-1886 ea ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202, 203 2002 1994 Sections from the Code �,`•" ® 0 � 0 " U5�'.='�l�Jll.° CIO � eCIS Home � "'�`-'` i Log In User Registration Hot Topics - Honda 1 Product Approval r 4 USER: Public User --- naval Meng > P n o Pullcatlan een...ti FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/phone/Email Authorized Signature Technical Representative Address/phone/Small Quality Assurance Representative Address/phone/Email Submit Surcharge Stat9 &Facts Publications Contact Us BCIS Site Map Links Search ' AP. I tlo > Application Detail FL Rqv s n Ap roved American Shutter Systems Association, Inc, 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley lrodriguez@easternmetal.com Category Subcategory GAccordlo 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.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity o I c editation and Management Institute Quality Assurance Contract Expiration Date 12/3b 20 Validated By enry Kampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy, Received 13$E) o C:gC CQ AI561-aabig Il .f -EL389 R7 0 Q Lr,,Q? A,iSAh7 1A GI df ? - - f- 11 .1l CUT A.5'i G A13F3.j2r1r t n Lrd ASTM E-1886 Year ASTM E-19g6 2012 ASTM E-330 2012 TAS 201, 202, 203 2002 1994 Sections from the Code Product Approval Method Method I Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 FL # Model, Number or Name Descri tion 389.1 L3- ertha HV Accordion Shutter - Blade _ (Non-HVHZ) - Drwg 20-165 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: Large Missile Level "D".Max span Is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-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 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. Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions EL,��9.- 10 %I DIIWING ASSA BI1auE3.p 1 Verified By: American Test Lab of South Florida, Inc Created by Independent Third Party: Yes Evaluation Reports FI.319 R10 AE PER ASSA BLAi]E :_pdf Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade i Extruded aluminum interlocking blades retained by tracks (top _ Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use ^� Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, W-0" for +64, -72 p.s.E 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 389.3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg 20-163 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions U."H39 010 II Di1WING ASSA E E1. jdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports 1 1{39 11 0 AE PER ASSA BLAD q -lLf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions 1�289 9,10 I1 QRW ASSA 13ADFI ? pd Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports J_L3 9 1110 AL"-"- PER ASSA H ADE1 2 Created by Independent Third Party: Yes Contact US :: 2601 Blair Stone Road, IlahOsSee EL 32399 phone, 850.487-1824 The State of Florida Is an AA/EEO employer. Coevright 2007-2013 State of Florida,:: Privacy Statement :: Aceessihlllty Statement ;: gefund Statement Under Florida law, email addresses are public records. If yeu do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entityt1n stead, contact the office by phone or by traditional mail. If you have any questlons, please tooted 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, dlOcter2012,licenseeIlcensetlunder chapt455, FS.mustprovidethe Department with an email address If they have one. The emalls providedmy bed for th dal cemmun1'.Ia n with thelicee. Howevermailaddressesarepublicrecord. If you do not wish to supply a personal address, please provide the Depaent with an small address which can be made available to the public. To determine if you are a licensee under Chapter 455,.FS., please cildc here . Product Approval Accepts: M 15—M El E Crpdit Card _ Safe__ Product Approval Method Method 10ptlon D Date Submitted Date Validated 10/15/2020 Date Pending FBC Approval 11/06/2020 Data Approved 11/06/2020 12/15/2020 Ft. 9 Model, Number or Name 389.1 r Bertha HV Accordion Shutter - Blade _ 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use --....-_.- Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: Large Missile Level "D".Max span Is 12'-3" for 40 psf Positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5 -2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-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 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. Bertha HV Accordion Shutter -Blade 1 Only- (Non-HVHZ)- Drwg 20-164 Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod 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 HViA working in unison. See sheets 7, 11 and 20 respectively of installation 389.3 I Bertha HV Accordion Shutter- `COMBO- (Non-HVHZ)- Drwg 20-163 Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Descrlptlon Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions E=43i<'l4 10 H DRWj11C A5SA @11 3.prlf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports . 3P9 RIO AL_ pFR '1SSA F3�anrx psf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions 16?f_ 9__t:I() II D41WIN__G A_SS&r ADF7 p Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports a1jtjj2_MQ AE PFtt ASSA t3l DC- pdf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions f=L:fl9 10 '+I l�f:M! ASSA 13LA F1 2 12r?[ Veri led By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation. Reports 0.309 1110 AL PLR ASSA 13LAbF'1 2 Created by Independent Third Party: Yes M •rexl onta a :: 2601 Blair Stone Road Tallahassee FL 323 Phone: 850.497-+neA The State of Florida Is an AA/EEO employer. Q12-U1aht 2007-2Q13 late of Florida. ;; privacy Sta "men ;: Aoeessihllity Stat menk :: Befund SFatement Under Florida law, email addresses are public records. If you do not want your a mall 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 a publi 7, ecord395, 'Pursuant to Section electronic 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 I may be used for official communication address w 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 small address which can be made available to the public. 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FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE Q 6053-T6 ALLOY AND TEMPER 1.91 T 083-- 083- o .060` 4710 "1.P3 i670i L_.1:s6_..J mo 11 HV—CEILING HEADER ODXUFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALIDI 6063-T6 ALLOY AND TEMPER r • MN.%1111YMNt 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-16 ALLOY AND TEMPER QHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEOI 6005-T5 ALLOY AND TEMPER 3.226' _ 1.500; ul (T1PJ - I (j)HV ADJ. ADAPTER W/LIP QUAUFlED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER VARIES m 'I_ 1 i 083- .083' mLv .06D' .osa• 3.520' I C1�j HV HEADER/SI�I QUAUFlED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALL011'' AND TEMPER Tt "h- aI ALUMINUMANGLES QUAUFlED FOB,USE W/ W BLADE 9 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY--ARr-TEh I670- 2 r 4: 1 R ? =: I 6 I 4.436' ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE N 6063-76 ALLOY AND TEMPER 1.936'J 1—I I i 1670. •.o� .' I f 3 HD CEILING HEADER/SILL OUALIFIED FOR USE W/ HV BLADE`1 SEE SECTIONS FOR VALIDITY. 6053-T6 ALLOY AND TEMPER COMPONENT A B Tl T2 ©7 2- 15-MAT(( 1/8' i 1/8' 18 2- 5' MALL 0.192' , 0.192' 19-- 2.5' _ 4 ___ _._- _ 7- MAX.? 0.190- 0.190' - i 2' 1 5' MAR.' 0.139' i 0.131' 1 I ``� 02020 711=0, INC. 4 \,\CENo I L �CO IIRc. No.441 7 = T� TILUT TESTING k ENGINEERING COMPANY ti STATED • �'.•���"TZ SM R.W. 30, SL. S4- 30DAR 3, WW" OM /LOMIA 33 Phone : (305)671-1930 . Fa° : (305)871-153t �/i Fs •''•1•I•f • ID '\Cj WALT07 A TBLR P.E. ''����/O•.AL Al /CNpMATIIDC/l1ATC in R-O = LE-- 0 44167 l�1200� Ni c� 1 1 � O5 HV 90°/18p• STARTER QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE6063-T6 ALLOY AND TEMPER ED 6063-T6 ALLOY-X 71"D TEMPER % Y t }• -2' � Y 101 125' ©0 CORNER POSTS QUAUFlED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING �� S ■ s ■Ao Amer(can Shuffer Systems Assoclaflont Inc. 4268 Westraads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zoni ©2020 EASTERN METAL SUPPLY, INC. BERTHA W&I Accordion Shutter System HV. BADE #1 W/ OR W/O H.V. WN W/ BLADE . NA DESCRIPRON DATE I DRAWN 6Y: tap tI OLD 17-107 /2/20 0A7E 7/2/2020 2 I DRAWING No 20— 1 C4 3 4 FOR U HV 1O B & 1� ONLY 6063-76 ALLOY AND TEMPER i ` b � M —L�bl nAN n2CNT ELEVATION _LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1DONLY 6063-T6 ALLOY AND TEMPER 1.917 r— It. .063' , n .214• mj o 31 A�1�IED FOR USE / 6063-T6 ALLOY FLAT-2DA1/3' 1 1'-20 _ rAsr m i T& { PPulmDu ( ©� p' 03,1� 075' - f m , m' c n ° — l - 316' 1 L mum GRINDER • a --t ml •�j & KEYS (CNRMIE PLATED) ® QFIEDHV F CK - OR USE W/ Hy 6063-T6 ALLOY AND TEMPER v r2 , C `.E - Nii BLADE lO & ® ONLY- 2_a74• Q AUFIED FOR USE W/ HV BLADE 1 ONLY ('- 6063-T6 ALLOY AND TEMPER NV M " " LOCK CRMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY @9 HV FEMALE "T" LOCK CENTERMATE ®HVV "T" OCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY QUALIFIED FOR USE O 6063-T6 ALLOY AND TEMPER- W/HV BLADE 1 ONLY. CKI NG ROD (� & A ® =W/ QUAUFIE Ot,,CC��6063 p&NSTALLATION WILL REQUIRE A 7/16' HOLE __DRILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER 1.130* i FJ• No. 44 67 STATE F _ 3_161 -.4-32L—t,0 A 2 r 1 I n1 � .405 C E'S INSEWT QUALIFIED FOR USE W/ HV BLADE 1 & 6063-TS ALLOY AND TEMPER 31/2' *- �1/4•P HV 1Z4" 0-20 ANSI 304 SERIES S.S. THUMBSCREWS OUALIFIED FOR USE W/ HV BLADE �r1� 02020 71L7ECO, INC. �L EC0INc. TILLIT TESTING & ENGINEERING COMPANY 6315 Wit 36'.h. St. SIa 3D5. 1rMNA r•OW6. nkF= 33 Phone : (305)871-1530 . F.: (3G5)371-1531 e-mo0: tateee"eoleom CA-0006719 WALTER A 1IL11T Jr. P.E. FLORIDA Li- 0 4A167 ! HM%ASICN6 0 AYEL BAKED PAINNII nl EGR1108I'\ I_. ESS 10108. BRASS CYLINDER (CIIROYE ROM) ® V EG ESS O OU ED FOR USE / RV BLA 1 & NLY. _zso' sta .m r t^� 5 j I "I L360• AFTER RNEII X EF ORE RIVETING3/4" 444 MNM (-T3WMA MAE LTI CHERRY TE%TORN, 0I1', NEW JEII55Y O7C54 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE (D ONLY. THUNSTURN CYLINDC R KEY KEY CYLINDER .545T iv � 0.875• Min. 1 .125' N... 0 O ° o m 17 1 THUIeaTURN 0 1 j CYLINDER — 1 OR ICY i 1.57 _ Nin. CYLINDER 1.78' Mo. ® OK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O& (g FLORIDA BUILDING CODE (Non High Velocity Hurricane © 2020 EASTERN METAL SUPPLY, INC. &SAS w American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 oGn I nh "vTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNW MAE CAWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 9 10 HV BLADE 1 - - HV BLADE IA ® ® _ HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"z3/16" 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 k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 00 UIREMENTS AT EXTERIOR BLADE KNUCKtE FOR n ai AXxgE Y t 1i zF 0gg (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. TYPICAL. SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OD.324" BLADE WHEN CORRESPONDING TO INSTALLATION '11 ", SHEET 7. 04 (3) HV PIN ® OR @ IN/ 1/2" Q.D. 1/16" THICK S.S. WASHER d SHALL 6E USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8jo• g SHEET ® ` KNUCKLE (TIP) �IN 2 7/8' UN. iSEP;AAAnON I BBLAEN _I BLADE o OPENINGS EXTERIOR ASSEMBLY LAYOUT 1.1HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS N.T.S. a625" 787s' HLAOE .C625' R PIN X .0625J �675' 7 -1 -0625• Pit ! ON C;NTERS .75DO' ~2�1/<j TxreRlDa ET>•vnnoa I CLEAR fB w Ni TYPICAL HV WINDOW BLADE d2 AND — - .F " I POLYCARBONATE HV WINDOW DETAIL * POLYCARBONATE IMPACT RESISTANT M� WINDOW j BAYER 146XROLON 3103 POLYCARBONATE . RESINS, UV -STABILIZED GRADE OR SABIC TO BLADE 8 TTOM INNOVATIVE PLASTIC LEXAN 103 RESIN 0,7 (SEE NOTE "F•' ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APFLICAME PcM.�_T 7YPIGLL i'RDF[T116 .^AN7RL cm ves eiC13S wLCW= M Y Y2Mu< ASM 0792 0.w3 eM• DAAT e/ 0 Ta15EE YIELD STEOMM ASTU D5M 0.400 —i. 3.300 P FLEnwL Slri-A.r.R AT Y.ETD AM UM f2= µvi- lJLQ0 µpi nDOFUl k000L05 MAIM ASM. DI90 340.000 p.pL 345.000 Poi 11'0.'0E-0 IZGO M, P:1A.M: CYI.2— AS:Y 0239 ASM 02w3 le FT-Wjm 47.2 F 17 R-m/b: w9 Z Au,Y WORE OD.Sn' FATE CF SUE M%13 ASIN OSDS C-1 CLASS C-1 CUSS `. EL IGM M ASM D1929 Iwo 'c 9E0 'F .1�611EP8G: ASIY Cl WC, LE SUM=M A,ZEP 'l.LCH0L4t AM WS 9302 W+. U40 Psi. TET6LE SfFF-- 0600E ATXR0.'A.'40 ASTU am 601 P. 2. r.w PAL 3 NO. 44 STATEIFPco '• ORI /DN 6. — = 92020 TILTECO. NG. a E 1 L C 0 INe. FLORIDA BUILDING .S.S.A■ American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm BeOch. FL 33407 CODE(Non Nigh Velocity Hurricane Zone 02020 EASTERN FETAL SUPPLY. INC. THA Accordion ShuutterVSy stem H.V. BADE #1 W/ OR W/0 H.V. WINDOW BLADE TIUUT TESTING g ENGINEERING' COMPANY 36w. St. Sep. w3. uae2u aw0m, am --A wle a (:a5)871=15'0 . FDA : (3a5}a71-1s31 °-ICJ MOS719C� w,xTER a rtDr Jr. P.E "a�OF u`' g "167 . N DEsa rnaN DATE DPA6T, ELT: ep 1 OLD 17-107 /2/202C DATE: 7/2/2020 2 DRAWING No 20-164 N �' AL/SIGNATURE/DATE SHED ne -Jn )QW®�©•Di �®�»10.13� TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. `\GEN, No. 441 STATE OF CORNER -- -� CENTERMATE 02020 TLTECO. INC. *NOTES ON HV LOCKS AND CENTERMAT S 1. MANDATORY CONDITION N• ONE FA? LOCK .g or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BE,{�OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR MST TK1NS T ANY ELEVATION. HV LOCK 1- or1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T0A OR CTNTERMAll3 W/(2) 1.4"0-20 x 1/2' LONG FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2• M��LfL IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV KS OR LOCMAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATTS LOC� NF OF LOCKS BE AS SHALL BE AS INDICATED ON NOTE ON TYPICAL SHUTTER ELEVATION. 3. /2 is USED W/ttYo H.V_ lOC1CS1• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONQMM i ONE NV LOCK ®5K ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2(�§ or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING WOOS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ,naih.wnuna Al wvr 11L'.vanpN. ALTERNATE LOCK �§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2Dx3/4' B.S. THUMBSCREW TO @ OR ® CENTIU MATES SHALL BE MADE W/ 1/4-0-200/4" ALUM. RIVNUT AS SHOWN ON SECTION HVF, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TLVO LOCKS AT 1/3 OF SHUTTER SPAN. 6' MANDATORY CONDITION 3 FOR KEYSTONE MOUNTING INISTALLATIONS, 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 Or, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK I& or @ or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C11` or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENT RMAATF . 1. I® TNIATION AT ?ANY ELEVATIONCAL NATE LOCK ® IBEDUSED AS ANLNSID ®R OUT51(IE LOCK. ATTACHMENT OF LOCK ® MCLUDES USING REINFORCING LOCKER, AS SHOWN ON SECTION FTVG, SHEEP 9, WHICH L1UST BE CONNECTED TO CENIERtdATES ® AND ® W/ 1/4'0-20 x 1 7/2' LONG SS. THREADED BOLT W/ 7/8'0 x 3/32' WINGNI)i OR W/ 1/4'0-20x1' SS.M.S. INtt1 A 1/4'Ox 5/B' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOV7 MIDSPAN. USE OF TWO LOCKING RODS �' TOP AND BOTON IS MANDATORY. 1 *NOTES ON HO LOCKS do CENTERMATES• 1. ND LOCK Ii1 W/ ND CENTFRMATLS (3f aR (ap W/ l!i ; AN INSIDEDE OR OUONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF AS AN HV S I,OR IOU FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HO LOCK ® MAY BE USED TSI LOCK. ATTACHMENT OF NO LOCK 8 TO @I IS W/ 3 /8 x 3/8' F.N. MS.MS., AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL TILLIT TESTING 8: ENGINEERING COMPANY 6333 N.W. 3&N SL. St. 306, KRGM G0WaL . FLORuA 33 Ph-q : (305)671- . Fm 1530 ox : (305)871-1531 rmo0: l6leem CA_CW671s WALTER A T611r Jr. P.E. FLOR6M Uc. 8 44167 American Shutter Systems A330Clatian. Inc. 4268 Westraods Drive West Palm Beach, FL 33407 Won nigh Velocity Hurricane © 2020 EASTERN METAL SUPPLY, INC. x, X x a 0 ova ■ o V TM Accordion Shutter System MTV. HARE #1 W/ OR W/O 1M. WNWN BLADE ?AWING No 20-164 POURED POURED (--CONCRETE ANCHORS (SEE SCHEDULE ON CONCRETE '. IRED �. REQUIRED CONCRETE-, SHEET 13) REQUIRE CONCRETE ANCHORS (SEE SCHEDULE ON SHEEP 13) / � /// ( 17 18 W E (S¢ UOIw11NG®ON 91EEr 7) f / lV,---' % 1 4.0-2ox3 4• SS. / / E.�EO-S/' MACHINE SCREW9 1 i f .. 172 , �I� USING 1 4'-20 NUTS } / , 1/2 ® 12' Q.C. f ; sso• u I f i 13 15 f' �r ' i!`� •=-: N 2SO' Max, I' • ED L.. i f /'% ; I, .• / i `- OPTIONAL I/ t � MR. sews a Ewsnxc - 1Q119� IG 4� a I ny I P—TOR (I�f n CU55—i MIN. SEPARATION TO GLASS �, (SEE SCHEDULE ON SHEET I I)- r it 7 GLASSY ` � 11 fl ; AO HV WALL HEADER INSTALLATION —'——`----3 - —~- HV WALL HEADER INSTALLATION + KEYSTONE LASS-- -- S91APAMTO-MM Rss i , i C- 1---FOR 1 )� Mw. SEPARATION ' d '-10 samuE OR sev 11 FOR a-W . 1 I p TO GLASS (SEE SCHEDULE ON SHEEP 11)`-I p I' 9I9 4) elxesOaQa k �� R16 I IXISTING � � II 1 II i Hit OPTIONAL i i� I; ;,51/4Max E. I� I•;� 13 OR rf _�2i�® .'0-20a3/4'SS --•--r \ I'/''L-.��-_� =EQ�Ep-i PHIWPS TRUSS HEAD '-CONCRETE ANCHORS l I f 1 — 17 OR 1 B MACHINE SCREWS USING 1/4•-20 (SEE SCHEDULE ON SH ) POURS CONCRETE I•'/ / ,r j ' f _ ' L1. NUTS ® 12' Min. _' OR CONCRETE BLOCK=-J` i 1CONCRETE ANCHORS WALL REQUIRED OD HV WALL SILL INSTALLATION SCHEDULE ON POURED CONCRETE-_' SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O BY WALL SILL INSTALLATION +(ao_�=g�coMBlNAnaN of secnot4s: 1- SEE SHEET 4 FOR IYPICA:. SHUTTER ASSEMBLY • E p• a EDGE OLST-CE MOUNTING SECTIONS CAN BE COMBWE (SEE SPECIFlCATIONS ON SHEET 13) I ♦ SEE UMRATIONS OF USE FOR BLADE 110N SHEET 19 [ IN IN qNY WAY TO SUITANY INSTALLATION. �11& 02020 TILTECO. INC. ``P���IT.1ua.rw .````V KKK\CHEN No. 441 _ 7 - LTI r E =,m,. * * yX Turf TESTING & ENGINEERING ' COMPANY O = STATE 0 �•.• &W RW. -16UL St. Ste, 3W. V=M GMaom nawaA 33 Phone s D.e '• 't(QR1D •:` : : (305)871-1530 ..I- : (3a5)s71-1531 a -a al: eam �bFs•''•....... �'''i,,, 70NAL ��� •'•- . G-00057190 .719 TILUT 44167 �m6 1 @`��`�SEAL/SIGNATURE/DATE U. 1 POURED CONCRETE OR CONCRETE BLOCK REQUIRED r 1/{Y-20aJ/4' S.S. J- - CONCRETE ANCHORS MACHINE SCREWS I 1 /� (SEE SCHEWRE ON ' r SH[D7 13) 'Jf l J%t W/ 1/4'-20 V{ NUTS 0 12. O.C. I-1•_ 13 OR 15 .25D' 1 r Max I DUSTING. ! MiN• SEPARATION TO GLASS GLASS --��(SEE SCHEDULE ON SNEET 11)-- pyy © HV WALL HEADER INSTALLATION ' MIN. SEPARATION TO GLASS1:IiI---- -- ii' $ -Q EXISTING f—(SEE SCHEDULE ON SHEET 11) _ ...lb- CLASS� 111I, OPTONAL l 'LA / 1/4.7 Max. 13 OR Q -ED" 1. ' Min. / 1/410-2D.3/4' S.S. PHIWPS CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS \ `- (SEE SCHEDULE ON W/ 1/4'-20 NUTS ® T2. O.C. POURED CONCRETE-- SHEET 13) OR CONCRETE BLOCK REQUIRED OF HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ T HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 EASTERN METAL SUPPLY• INC. BERTHA HVTM A■ S . S .Q. Accordion Shutter System 1LV. BLADE #1 W/ OR W/0 KV. WINDOW MADE American Shutter Systems ZLV. III I1 oupr1ON DALE DRAWN sT_ up Association. Inc. I OLD 17-107 /2/2o2DATE: 7/2/2020 4268 Westroods Drive 2 DRAWING No West Palm Beach. FL 33407 3 '2w— 164 POURED __ _ CONCRETE ANCHORS CONCRETE (SEE sCHmuu: ON SHEET 13) ! NL(u9 tgt , j� OR ®� ' I - r f -0 , REOUtflID EDGE OF ,i t gn ®qa EwsASS I 1 002E + r,x �j<J /yT T 1 v+ sm ,s x G Ls¢ TOsav u a, AFPUcneti E7nSfING ®e® m on' artn t,7 ' Of,�y GIB; � ; � t 9 s ' /E / / i ALTERN4TEl i t i I ; LG� LOCATION i 1 ? I r-- 7 I' - 11 13 DR 1 ' ' f'-JIO.3/4' HEX WASHER HEAD II �� n i 3/e�tra. TEK SCREWS 0 12. O.C. i /'• ��//J / ! , / J,/ CONCRETE ANCHORS 8) , J EDGE OF I 6+ 7. t /� s t r / Stag IF _--' O �! \ (SEE SCHEDULE ON SHEET 13) ,f/' p // f � ;• / ,• / / APPUMLE EXISTING " i i Y EDGE DF-- 1 / /'! /1 �i i , t! /. /; f �.' f %/ GLASS--i t i j r r /� •, EDGE OF I T I SLAB IF 1/2 ,! i i . ' r mcs of 1!; i / ' / / stAe IF NN sTA'xiat �i APPUUBI.E / r' /` i / J r , r / /�/� f!/t .• j APPLICABLE ,KYI t E 0., E.O- / ' r - SLAB IF ' stHm (az V� I ' % f - �: ' •` /r POURED i ` POURED-! ^i n 1Ca D/DE mAD " ; p POURED-� 11 / •r / r � % % l APPLICABLE `__-E. D.' 1 FLAT HEAD CONCRETE ANCHORS o1OGErt cst L_ L r ��_� G ! % COl6^RETEJ / CONCRETE ,1,; OR (� CONCRETE `�` '-1• • REOLRRED REOU:RED (SEE SCHEDULE ON SHEET 14) I3AG6®e+a - �- ----�-----'I - REQUIRED I- _.. .. -.E. D.•—� I E. Or L(� �Du°� CONCRETE HORS (JD TRENCH INSTALLATION N ALLATION �I HV WALK—ObER INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. (B' HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER nG HV CEILING INSTALLATION SCHEDULE 63, SHEET I 1O CONCRETE ANCHORS aA4^---- - To . !1 (SEE SCHEDULE CN i - ___ _ _tom Spy---__ SHEET 15) ' 1/4-0 tru eacx JJMADF W/ ri aasT HJ GLASS --� i , � E%GLASS--i n+. t�cutox ra tun EXISTNG -T_ _._ ._ ..�� .. J.. _ T7l OR+1 Tli�M1155 0 GLASS .MM MI �, „I — —Q GLAss y u�' rA�ss'�°ci�r+°R«/A�e�� �� 3mxa, w; / MAX. Q I i t J �, ti) 1 1 , 3/4' ILL • DLENT O C 1 4' ! / I 4• CL i1%i SPAS U=ER hKN t , i / rh T __1 1 (: MAX. I ri % 1 L �sFAgA-0Nr �°t tm r�AsmlLv`uI,GID � :E'o -. i�tOK3/4` HEx'E,i.s '// r / Om.) t E rmEF�M UWM-Z' WASH-eR HEAD / i + ,-TEK -CREWS WM. SEALANT Q14x3/4' HEX HEAD _ t 1�3/B' ✓ O 12` .i i i �r ri ft _- TEK SCREWS O 9' O.C. I I i _ _ 7 i3�8'/ OR I/a'm-zo S.S. U.S. CONCRETE ANCHORS ti` {�_-- 6 7 E 814x3/4' s.Ds, ,' i I • ' VI/ NUT 0 9' O.C. (SEE SCHEDULE ONE, 1 2, ti 1 % _� __ r r , t , f 1/4• •I '. 1; , irif _ 1/4 t "V/a• ss us SHEET 14) j �-\- ' 6 7. 0. C. 1Is LfiL—.�,— Max. I, ' ',' : ' .' • .. ` D 2. OC•e-20 KUTS 17 oR 18 1/2' i i i T -_i , ` t f�J Ecste:G Nav STRUCTURAL EDGE OF I' -� ^ ` 17 R18 Ilti �-' La �J2.00' MIN.:: WALL MU (DECOMATNE • �i : t /; ✓ / ` —SEAS IF / r! .r y / T ' _ 14x3 t:• E.D. -- SILL) 4' F.H. S.D.S. - tSIN. . aFPucAB e" — r r , B / I', i• •f -{ �! 'r• •, ,ED _ - 1 --CONCRETE ANCHORS -yam NOTE 13(b) �`dV.%.�1, O 9' D.C. i• _�: y .__ ED THE POURED CONCRETE-' (SEE sCHEDIP_E ON ON SHEET 1 "SEE NOTE IS(b) 0• / - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE= ON SHEET 1 - _ _ REQUIRED OR CONCRETE BLOCK ' • ---�P-= OPTIONAL- CONCRETEPOURED REQUIRED KEYSTONE MOUNTINGIN�TAI! INSTALLATION REQUIRED (J HV WALL FLOOR INSTALI ATInNI 'u HV WALL WALK —OVER INSTALLATION MXWL�• �, 1� . 72 DO YAtl,rlW ?l SM7:TER SPANB•-D' �J HV RAINGUARD INSTALLATION t NOIF, NOTE FOR COMBINATOY 0- c �p•te; t THIS INSTALLATION SHALL EE ECS =EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TTPtCAL RIUTTFR SPEGFlCANONs CN SHE 13) OR ADJACEN TO A4 OPERABLE EXfiASSEMBBCE L® ON+sHEEFUS�E FOR NAMY`Y INSTALLATION DETAILS Wr/ C1) HV BLADE 2- MOUNTING SECTIONS CAN BE CONBTRED IN ANY WAY TO SUIT ANY INSTALlATKItI. u 7 RDPJDA BUILDING CODE(Non Eliy}T Veiocity Hurricane LODE II IIII 1 ozm_o nLTEco, m0. ���/7j�� B 2020 EASTERN IAETAL SUPPLY, RiC. \\CEN F':�� �����■�� BERTHA HV1�, �_LTE�co N�. Accordion Shutter System ND. 44 87 _; —RV. aXX &I W/ OR W/o KV, VAMW RAM A : American Shutter Systems * �l0120 TIWT TESTING & ENGINEERING' COMPANY Y DI seR POOH DATE OTiA61 gy; Np •O'• ? SM eta 3CM St- Sit. =. VRGnrA "Mlit 9• FLDRDA 33t Association, Inc. t OLD 17-107 s 9. STATE F Ph— ; (305)B71-153D . Feu ; (305)S71-1531 4268 Westropds Drive z /2/ GATE 7 2/zozD Off ' FzORI ' tL� � °- .111. it ..0"I•�°^ West Palm Beach, FL 33407 s DRAWING No i fit` s ... A; /clrNen lac /nATr FLoORIDAA� A 441 `• - aQ— � 64 -FND WALL CO C 10 .OrJ(5© ar AND ALTERNATE HV LOCK IN r EXISTWG c1Ass INSTALLATIONS W/ n HV SEE NOTES AT LOCH R® ON SHEET 15. q ** 61ADE SLACK DEFAIL HVr 15 VALID FOR ALL oUT 5 I ' BLADE W HV CENTERMATES CENWIJATES APPLICATION WITH B,ADEO ©m®•"©'O7 °® 10 •®°R _ �22) OR SEE END WALL CONNECTION 10'�°ip`�©•©� '� txlsoNG GLASS DETAILS ON SHEETS 10 8r tVI 1 ----------------------- - - - - - - - - - - - - - - 2'x2'xt/6'z0'-2` 6063-76 AlW1') AWN. ' W/(2) 1/4'0 TAPCON % $• B a J' m 1 J• 5 / 3 1/4- 7' __ 6 1/2' 00 ©©O© __--__-. _ 7- + ------ -_ _--- __ p.-,_. 1/2• „®•® 1 OPPOSING 5YMMETRYCAL WCHORS TO CONCRETE j CENTERMATES (TEALS. TTOF)) a 7x1/2' S21.5. To BE AT EACH ANGLE. (TTP)� i ' CENTERMATES ON I ;r j+lOx3 4' S.N.S. O 12' , MIN.xS GLASS /f D.C. FULL LENGNr. ( I I VY/ HV LOCK �lor 5) Wf HV LO—�CK or 5 —`' i Ir' / �� (SEE SCHEDULE Ij �� ; ( ;®m �s*, 35 * IN l�� �* � ON SHEET „) I 10• >s�p.Qa©.p� 0•0©0R©•O•p�.___ EXIS71Nc `i O• ®aQ• ®oaO+ @ w I ;-GLASS ) 1 - 9- CS).Qw 19 + @ �EXI51 l'-----------J CU5 NIN. SFPAPA71ON�, ®•® ®� ®.. TO GLASS (SEE SCHEDULE IN OPTIONAL ON SHIEET 11) (INTERIOR) L -11 HVD HVA ... ?SAP•' �,\CEO; � No.44 6 o STATE F OUT ` *35 (EITTERIOR) + �C2 (D �2 `" ® HVB SYMMETRICAL ^x CENTERMATES 6! (O, W HV LOC r16*) p n� 0 M z -® OUT ®°°, F HVC • 7 � 8 lO 3 ae ;-.POURED CONCRETE OR O O�O+© E7(ISIINC CLASS CONCRETE BLOCK WALL • Q� +Q �+ r REOULRED J------- tJ fir— I-- — —, MIN. SEPARATION 8a 8 + T SM on To GLASS O. (ON sSSCHEDUL ))-0- - w ®1 OUT HVE 02020 TILTECO. INC. IL E C O tic. TIWT TESTING & ENGINEERING COMPANY 63W N.W. 36R St. Ste. 3D% VRONA G1RDa15. FLORMA 33 Phone : (=)871-1530 . Fox: (305)071-1531 e-mo0: b1tec.O.W.— CA-0006719 WALIER A MIT Jr. �P.E I'LORIDA U. 0 4s167 on �7•�1- V I A.SBS.A, American Shutter Systems Asaociatlon. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 16' O.C. 6 1/2' MAX. SLACK 1 '� HVF** JILDING M E(Non Nigh Velocity Hurricane Zone' @2020 EASTERN METAL SUPPLY. wc. BERTHA HVT,., Accordion Shutter System H.V. RAM $1 W/ OR W/o H.V. WINDOW BLADE tAWING No 20-164 ALTERNATE INSTALLATION W HV "T" LOCK (33 HV MALE/FEMALE "T" LOCKS CENTERMATES 8i 9 & LOCKERS 22 W/ I HV BLADE SEE END CONNECTION DETAILS nu AHEM 40 A. 18 OUT7(@ IN /l�E�TMO GFlSS I mADEOsLAac DEru11NF. GOIG7E0 off s1m LNO bS k4- AS WETL AS L amsAL FOATING LDADE 0 vElAO. NOD-m . 7 a R 10 RWICAm 0Y THS SHEET. NAY 0E L= V6TAl1Al0N DETAIL NW SRO" IN1 nA5 SHEEP. INSTALLATION n HV BLADE W/ HD CENTERMATES SEE END W 7� CONNECTION--- DETAILS ON SHEETS 10 & 1e i ( 1) R T� I I ( -- I (avnOt4LL) , ---3---------n-----------------------4---- I1Dr]/Y f51�N.�ILHGM---- '-----'�---------------- OC IN O H.V. I (041 OPIIO7LW S IN 13 ---. ---- O N(irP.)—'i. ' — I { 5 if r ` 30 HV T" © l LOCK (INSIDE) PM fLYP.) ?_—'` lO � s r ( , a�. a s� J_— ,o�aAs (SM SCHEME I I LS- * SEE NOTE 0 FOR HV '- LOCK. ON SHEET S. 't SEI1ES 9"4 ALUMNA (2D24-T3 ALLOY) LARGE FLANGE TION SHEET WASEIif. PART f 0820. AS MANUFACTURED BY ANDEL CROW TEXT011N, PARSPPENNY, NEW JERSEY 07054 OR EOUAL NO, OUT 27 4" 0-20 x 1 1/2" S.S.M.S. * W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) - ' 2 �MG* hPD_—H_VD** FLOATING STACK (CMIONAL) DB—HVB OUT (0�0 1) HDC—HVC 5YMMETRICAL HD CENTERMATES SYMMETRICAL H— CEW—l�RMATES W/ 62• LOCK (EXTERIOR _W/ DI LOCK(LNTERIOR) ®O1 *SEE NDTFS ON LOCRM'C"'RrODaS ®t ND 0 IA'J6 6V AREf S ** Ut4YD6LL /IW:DIC BIAOE(;) DETAA NxHHVO 6 VN FOR Au awm& 765 Appucuan W TH OADE 0 �INlllllfl' NN I 447 Z * . * o , STATE �'Q • 0�n.. FCOR1 Q• � I',._BERTHA _ 02020 TD.TECO. INC. C O �Nc FLORIDA BUILDING A�S�S�A� American SIIUt1Ei .S�St®mS Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone' © 2020 EASTERN METAL SUPPLY. INC. HVTLI Accordion Shutter System Itv MADE g1 W/ OR W/O H.V. WINDOW MADE . ; ��� 2i0 ``}�� �- ` a�,� b�.LA�cCAl ICIPKIATIfor 1— TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36R SF., St. 335. WRMN'A GARDENS. FL WDA 3316' Phan : (305)871_T530 , Fax : (705)871-1531 0-ma0 tukwoaal.can ra-0006719 FLORICA U_ / 44167 EV, Nd DESCRIPNON I DATE I DRAWN BY: UP , OLD 17-107 /2/20 DATE 7/2/2020 2 DRAWING ND ,.�O— �� s 4 s POURED CONCRETE OR ) it -_-�. `/�_. POURED CONCRETE POURED CONCRETE -i^-- CONCRETE BLOCK WALL IIf i OR CONCRETE ..__-�_ �- OR CONCRETE _ .POURED CONCRETE I / ` 'h % OR CONCRETE f REQUIRED // BLOCK WALL REQUIRED I!, 7 BLOCK WALL REQUIRED !' - ? EXISTING GLASS I j V % / , f / BLOCK YlN1 REQUIRED CONCRETE ANCHOR'-- ✓ �' / / EXISTING CLASS 0 16' O.C. -EXISTING GLASS// - ( 1, /,-�• MIN. EXISTING GLASS f / 2• MINA r - WL SEPARATION _'� ,/ / �l ri �7 .fi• _L.. _ MN. SEPAPATILW i i ! Ta MSS SFE Y l.-' J. M11 SEPNWTION /, 1• r t SEPE0 EQ ; ` TO GLASS SLE ! / 5T}EDLQE ON SHFEf Lw(s1 tier 1/1fi W3` MAX.---iWdFOR MADE 5 19� TO GLASS FOR m( roa ' t1 FOR BLA➢E®AND (60sa-T6) covr. a O ® / , 11 FOR RACEOAND / I ,• l SHEET sa�DIRF MET (LOCATE AT � ON SWEET 19 FOR ALUM. CLOSER ON SHEET 19 FOR it Fat BLAIE�AND EITHER SIDE-(9 BUELtLs p&® PLATE. LOCATE 1/2' 1/2' 1 ( ( HADES©& Qj T� ION S&ET-19 FOR OFQ) �_ I AT EITHER SIDE MIN. t- I BLADES 1/2• MIN. I CFO) �J ! 1 ' I I 7'- .-_ll #10W1/2• s.Ms._, r, B1a.t1/2• S.M.S. } USE r OR z• MAX. I I' i (AS APPUCA9LE)x2•r1/e xO'-2• I G -• a• 16. O.C. -0--- 0 16' O.C. I/ --_—_ ALUMINUM CUP ANGLE a --- �� / �, �� •�, (6063-T6 ALLOY) AT MIOHEIGHT I 41 (1) 010,1/2• S.M.S. 10 & /� SEE DETAIL X F qJ/ WALL `0 - O.C. S ANCHORS TO _ 5 Q OR SEE DETAIL % FOR J O OR ®� TO TRAC /' WALL AT 1E O.C. (LOCATE AT I! / I SIDE CONNEC71 N Q OR EITHER SIDE OF O4 ) 4 © OR SIDE E CONNECTION SIDE CONNECTION��4 } .®m m 5 •Q7 a�8 10'®m TO TRACKS � B mom`®m 10.@mQ'Omr� 10 •®® S 10o®m®'�©•®m 0 ®°' TO TRACKS �m®a,®.�©•®m END CONNECTION DE-TAIL(j) END CONNECTION DETAIL 20 END CONNECTION DETAIEND CONNECTION DETAIL POURED CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• EXISTING GLASS CONCRETE BLOCK VJALL EXISTING --- L -j--- / REQUIRED - - - - �/ G ti MW. �rAPAIiC.V gta.t/z• LASS S.M.5, _ �------____-� Ta c1As (s= ®1s• o:c. ON. SEPARATION D%SEE y----- 1 BLADE CONCRETE / 1/2• MIN. TO GLASSSQ[EOl1fE ON SHEET :1 __' --__-h-C____ ©OR®OROOR i CN SHEET 19 FOR ANCHOR ®---.; _ 1 ____________ I r _ CONCRETE --- BLADES 0&Q9�) 12' O.C. `, f• —. 1 FOR BIIL`E QAt.T) L-_ �OROOR�OA� %) ON SHEET 19 FOR ®-------- BLADESys ®pie _t 'Eo I Q p& ® ---- ._J O.C. "�/ V2' MIN. ..� - - �, I /� OR� 2• MIN. ----- Ed - :y --- l©OR®ORO ON SOR . ' 2• MIN. , A _ ♦ SEE L1M OF USE FOR 5 I .- BLADE 1� ON SHEET 19 OR 3 OR i OR '1 OR '1 VIEW Y 1' Q1 OR ®' PLAN & DETAIL _ POURED CONCRETE OR OR ® 0-0-0m0 10 •®m �z--_ ®m©•Oj m 6 10 • X CONCRETE BLOCK YJALL ®O1®•�®•®°• REouIREO 10� 10n®m® QQ•®m END INSTALLATION �©O ®m©•O ®m ©O•©m©O ®m (J) HV BLADE OR dk HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SO OB •®mp.®m�.®m®.®_END CONNECTION DETAIL(g) ®m0•®m®,® 02020 TILTECO, INC. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ``P�1il{111)111 02020 EASTERN METAL SUPPLY, INC. 1Kl ii r � '�: ' Er �rl� � S � RERTNA HVTL., Vc O� N a. Accordion Shutter System No. 44 6/'�' ■ ■ ■ ■ R.v BLADE #1 W/ OR W/o Hv WNDMV aADE TIWT TESTING &ENGINEERING COMPANY American Shutter Systems -apt Y w. x D¢eRwTlDx DATE DIb1WN er_ u.P STATE F D155 NAL MM St. St-- 303, MGM DNOEHS, rtottuw ,,, . Association. Inc. t OLD 17-107 /z 110F.- 7/2/2020 P `� Ph- : (3051871-1530 . Faa : (303)671-1531 4268 Westroads Drive z �ORL =��� e-mGmtecoo719Lwm West Palm Beach, FL 33407 allo ;5%NA 'Et��a�A'? WAITER A TIUfT Jr. P.E. DRAWING 20 •1 64 AA/o.,..... J% SFAI /CICMATIIOC/nATr FLORIDA Lk. ®at67 - .. FOR INSTALLATIONS W/�T R MAXIMUM SHUTTER SPAN* "L+" OR "L—" (ft.) FOR CENTERMATES. ® & ® or ar W/ ONE H.V. LOCK ® or ® or or INSTALLATIONS W/ HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK O or ®oar CENTERMATES ® & ® W/ ONE NV i' W/ NO LOCKING RODS LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t, tt) BOTTOM (SEE NOTES t,tt) MwOluu CONCRETE & WOOD INSTALLATIONS CONCRETE & woaD AS.D. O[3N71 PACTM k4xam ASLOE9CN - NSTA! n NSFFMSM - .— . .- - ---- WALL MOUNTINGFLOOR/CERING - -- - wRSSM WALL MOUNTING (++ OR �) —. .. _ MOUNTING - ---._ A17Nc ( OR)) 4: _ FLOOR/CEILING MOIMIU G 60 ISO Tg.-6. --- ---a._B: - 190 195 6'-3" _ 4'-3' 200 6'-2- _ 4'-2- uG Ns ' �9�% No. 1 9: S. OF •��iPEc• F�0 10 SCHFDUIF &A MAXIMUM SHUTTER SPAN* -L+' R "L—" (ft.) INSTALLATIONS r C A& W/ ONE HV LOCKS IOD OR W/ NO LOCKING S (VAUD FOR MOUNTING Q SHEET 7) MAXIMUM CONCRETE. - A.&M OESMN INSTALLATIONS FRESSURE PATING FLDOR/CBUNG MDUNNIG ( (w)OR OR ) -RDOR MOUNTING L + (4) 1 L - (4) 30 16'-0' 16'-O' _— 35 15-2'— _ 16•-10' 11'-11' 60 70'-2- 10' 65 _ _ 70 8'-g' -_ g-4• INSTALLeliON IFrEND 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, y, I, 11, J T. U. W & % .. & M 0 MAXIMUM SHUTTER SPAN 'L+- OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE UMIfED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. I HV CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE #S• SHEET S. ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+' OR 'L AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1-. CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND B'-O' SPAN. SEE MOUNTING M@ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1^ J) HV BLADE 02020 TILTECO. INC. IL EC137, TILLIT TESTING & ENGINEERING COMPANY 6355 NW. 3610. St. St.. 305, v RGM GV41D6. MMOA 33 ph -a : (305)871-1530 . Fmc : (3051871-1531 rnm0: 1$Oco6OOLe CA-0o08719 WATER A TNJT Jr. P.E. FLORIDA Lk. 111 44167 A.S.S.A. Amedcan Shutter Systems Assoclation, Inc. 4258 Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.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 MOUNDNGS (TOP/BOTTOM) OR FLOOR/CEILING: 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 GWEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L-+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN Y1+'. 'L2+'. -L1 AND -Ls-' (4) GO TO ANCHOR SCHEDULE WITH. FINAL IA"NUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR GODE(Non Nigh Velocity Hurricane Zom 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V.- BLADE #1 W/ OR W/O H.V. RINDOW BLADH ?AWING No 20-164 POURED CONCRETE (SEE aouNmas A 10 c. 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INC. 4A'�'�c, ...... `P �.,� 1L EC 0 INC. No.441 7 TILUT .TESTING & ENGINEERING COMPANY -o STATE 63s5 NX 36tL St., Ste. DS 71RabA r+3mec RWi M -139D f� ����/ ` Phone : (3D5)871-15J0 Fax : (10])871-1531 4-moil: twxcaowt, am C97AI FL rr /clhlAT1ta�nAT17 RU. 1/144167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SET' BLUE TAP TAPPER+ 3 SEE ANCHOR SPECIFICATIONS ON SHEET 13 • SEE UM?A710NS OF USE FOR BIADE OA ON SHEET 19 Q HV BLADE OR n HV BLADE W/ (1-k HV WINDOW BLADE WORKING IN UNISON A.S.S`.A. American Shuffer Systems Assoclatlon, Inc. 4266 Westroads Drive West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane Zon1 02020 E'ASiON METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. 61K6 #1 W/ OR W/O H.V. W DDN BIKE a DRAWING No I 20-164 POURED CMCNOrAOMME BMW POURED CONCRETE M� (g)WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING (to DLWI rEGAra 50(p-=Bro d �- ms =-e=- . 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BUILDER. (Mtn. Fe a 3 ktl) - 1/4'0 x 3/4' ALL POINTS SOLO? -SET ANCHORS, AS DIS7FpBU1FD BY ALL POINTS SCREW. BOLT 7APCON OR TAPCON WTIH ADVANCED & SPECIALTY COMPANY. (Min. fe = 3 H5i) - 1X0 BLUE TAP CONCRETE ANCHORS W/ GAP AS NANUFAGTUREO BY FLORIDA FASTENERS D9= NC. (Yin. Fe 2 lei) 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWAI,T, INC., AND TKREADFORM TECHNOLOGY DISTRIBUTED By ALL POINS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. (Min. Ye - 3 6.j ALL POINTS SOUD-SEr NOTES` BLUE TAP W/ CpP TAPPER+ A.1) 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 1/4'0 x 3/4" ALL POINTS SOLID -SEE ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL 8E PERMOTiED. 1/4-0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM • SEE IDIITAfO'S aF )SE MR SHOULD STU TDOST, AND 1' MNMUM FOR WALLS WITH NO STUCCO. 19 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT iNS ENGINEER. FOR 1NSTALIA I.. IN70 EDS WIM METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASM C-90) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDDL - 1/4'0 x 3/4' ALL POINTS SOUD-SEr ANCHORS. AS DISTRSUTEp BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT, INC. - 1/40 TAPPER+ ANCHORS AS MANUFACTURED BY DLTy= NC., AND DISTRIBUIfD BY ML POINTS SCREW BOLT & SPECIALTY COMPANY OR ANY O1HER APPROVED LICENSED OR AUTHORIZED YENDOR REGISTERED WTDH THE AMERIAN SHUTTER SYSTEMS ASSOCIATION, INC. N07ES B.7) MINIMUM EMBEDMENT IWO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4. AND 7APCON WITH ADVANCED 7HRFADFORa TECHNOLOGY ANCHORS IS 1. B2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMRTED. 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. BL3) IN CASE THAT PRECAST STCNE. ANCHORS SHALL BE LONG ENOUGH TO REACH THEE MAN STRUCTURE BEHIND SAD WALL E PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ES FINISHES. ANCHORAGE AS INDICATED ON NOTES 8.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR Mrs WITH OR WTHOUT METAL STUDS CONSULT TNS ENGINEER. FOR 14STALLA71ON INTO DFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EDJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1 HV BLADE OR (1 ZHV BLADE W/ �1A1 HV WINDOW BLADE WORKING IN UNISON EDGE DJSTANCE YERSUS S.PACNG SCNEDgiE FOR ANCHQgSSL MAXMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW FOR F. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MUL7iPLWNO SPACING SHOWN ON SCHEDULE BY THE FOLUM FMTCS. REDUCED SPACING OBTANED ItSNG FACTOR SHALL NOT BE LESS THAN lfi O Lt SPACING HDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE TAPCON TAPCON RM T ADVANCED , NTECHNOLOGY yy PONT SOLID SET BLUE TAP W/ GAP TAPPER + DICTANCE E.D. MIN.LIRE SPACING a 3' LON' SPACING a 3' MN. SPADING - 3 1/2- MIN. SPACING - 3' NN- SPACING 3 3/4' 4- �CNCCRETE g POLIBD (4CETE Ofl$0.7E gaOK POURED CONCRETE & CONCRETE BLDdK POURED CONCRflE & POURED ��E lE BIOIX My, ED•3 IBL ED•J I/2' RBI. ECL•2l(t lOi ER •31 coNCREIE 71v YN ER•3' MN ED•3, /2' Mtl EIS-2 1/Y 3' A7.0 OSO _ 1A 0.78 1.0- _ - ___ - 0.64 2 1/2' ------ .- 0.6E fA 2• P�e p:• ���/ 02020 INC.1Eco. 1N a s`': \,\CIE J'' SF'••.9'� I L E C ® No. 44 67 - .,. TILLIT TESTING & ENGINEERING COMPANY * * �DrlO a STATE ' 9 ••. IF = � =5 H-W- 3&A- St. Etc 3N. VAMaA GARDENS. FLDWrA 33 Phone O,Y CORN P : (305)871-1530 . Fax : (30.S)871-1531 'i77�s0 �C��� ••'yO V ._..it.nTteln04d com QA 0 'v'i';UA WALTER T1LLITI JF. P.E FLORIDA Lie. 0 44167 R�.RN1 t eI /clrhlATlfor 7nATr AESuSSA. American Shutter Systems A33001Gt1an1 Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hurricane 2020 EASTERN METAL SUPPLY, INC. �"wu ■ "0"" n V Tea Accordion Shutter System FLV, 9ADE #1 W/ OR W/O HV• WINi)OW MAX tAWING No 20-164 MAXIMUM S.D. DESIGN PRESSURE ReTING f,�) AND CORRESPONDINGMAXIMUM-ANCHOR cPACUN (Ip,) crul nwF FYIp e G__NEN MAX. SHUTTER SPAN, NEGATNE A S.D_ DESIGN PRESSURERATING ND A CORRESPONDING A_DLII�; ^PSG TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). B U B B T F::;e SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2• MIN. CDX 2 W/ MIN. G1-0.Nm 55 SPRUCE PINE SPRUCE PINE MAXWUMMIN. DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 pLn400D p�UGTp� p� W/ FIR NORTH W/ MIN. G=0.43SPAN FIR SOUTH (ft) Gs0.50 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR X M. N. 0 & R FLOOR MOUNTINGS FLOORINGS M. N. 0 & R FLOOR MOUNTINGS Wes- MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS WM08U W&X W&X P & 0 S & V S & V S & V _ 30 ESDIL 40 NDRMREWHI46 b0 75 90 TLd) OS TE971 30 NEM=ffO91i BMW ®-TUB7>;MxMMM T40 _D�su T�cB� we (1� ®IRDUE 11T91E 1i9G (TlI �1mmt Bl�xaa7G(-p] 30 40 60 75 90 OS 30 40 fiD 75 90 005 �®0MEMEMEM OMMU a47FEM O�G(-F!j MMMM MUNK dQ=KMF2=WWW '-0' OR 72 70 10 9 4D fi0 75 90 OS 30 1 60 75 90 OS 30 140 160 75 90d 05 30 140 60 75 90 1105 JD �40 60 71 5 190 b05 JO 40 60 75 90 OS 30 40 60 75 90 OS 4'-0' B 8 6 6 6 I6 B 6 12 10 12 10 10 9 8 B 6 5 6 6 6 6 12 10 10 9 6 B 6 6 6 16 6 6 6 5 4 14 4 3 12 12 12 112 12 12 12 12 12 72 12 12 72 12 12 12 12 10 9 B B 6 6 6 6 6 6 12 10 10 9 8 8 8 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 6 6 65 4 4 4 3 12 12 12 '� 12 12 12 12 72 12 12 12 5'-0' 12 10 10 9 8 B 6 6 6 66 SS 12 12 10 1 O 10 1 O 9 9 B 8 B 5 6 6 6 6 '6 (6 6 6 5 5 45 12 12 10 10 10 9 8 7 6 6 6 fi 6 5 6 5 4 4 14 3 12 12 12 (12 12 72 1 12 1,. 72 12 12 12 12 12 12 12 r12 12 12 12 12 12 6'-0' 12 10 1 O 9 8 fi.5 6 6 6 6 55 45 12 10 10 9 dS 4 6 6 6 S 4.5 4 12 10 f0 9 5 3 6 6 .5 10 9 7 6 3.5 6 8 6 6 5 4.5 6 5f4 4 3.5 - 12 12 12j12 12 12 12 12 12 12 12 12 12 12 12 12 10 - w-0' 12 10 10 7- y5 } 6 fi 6 S 4 3.5 12 10 10 6 3S - fi 6 6 5 5 4 3S 3.5 3 12 12 10 10 10 f0 4 JS - - -_ 6 6 6 6 6 5 5 '.5 4 (3S }.5 6 5 ! 4 4 - - - 12 12 12 12 12 12 12 12 12 12 12 00. 2 12 !12 12 0.5&5 7.5 _ -0' 12 f0 f0 5 3.5 = 6 6 5S S 3S J 12 f0 9 4 - - 8 8 4.5 .5 4 3 3 12 6 3 6 5 4 - I - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 !12 9 7.S,6.S 12 10 7S 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 10 4 3 - - 6 4.5 4 3 3 6 5 3.5 - - -_ 12 12 12 12 12 10. 12 12 12 11,5j9.5 8.5 12 n2 10 8 6.5 5.5 iI}6 - it_-0' 72 f0 SS - - - 6 I (i 4S�- - - 12 f0 4.5 - - - 6 5.5 3.5 S - 3 - -_ - 12 12 f0 10 3 - - - - - 6 6 6 SS 4 ,S I J I - 6 5 - - - - '12 12 12 12 1.59.5 12 12 12 :U.`.(8.S I7.5 72 �72 9 7 5 12 12 12 12 72 12 12 72 72 12 12 12 12 12 17 72 1. 10. 9.5 9 10 9S B.5 8 7.5 8.5 a 7.S 6 5 f2 12 72 12 12 12 :2 t2 12.57.54.512 1285 12 11 10 5.5 8S B 7 8 7 fi.5 6 7 fi SS 412 12 12 12 �L5I55 9.5 9 6.5 6 5_.514.5 5Y 5' 54 4 4 (i6'-0' 4 - 12'-W 13'-0'f0 12 12 10 10 4.5 - - _ - - - - 6 6 6 - - - 12 12 12 12 12 10 10 7 - - 3S - - - - - I - - - - - - - - - - - - - - 6 6 i�5 5 5 5 L5 4_5 _-_ - J.5 -W - __- - - - - - - - 12 12 12 12 I1.S- 10 7.5 7 - _- - _- -_ - - - - - _ - - - _- _ - - - - - 6 5 "_5 4 3.5 - - - - - - - - - _ 6 5 - - - - 6 5 - - - - 6 4.5 _- - - - 6 3 __- - - - 6 - _ _ _ - - - - - F6 6 6 ISS i- 6 6 - - = - - - - - - - - - - _ - - 14'-0' 12 - I - - - 1- - 6 - - - - - 12 12 10. 8.56.5 4 72 12 8 6S 5 3 1. .8.5 .514.5 J.5 - n HV BLADE OR n HV BLADE W,/ OA HV WINDOW BLADE WORKING IN UNISON® . � UYOAD0.v5 GF e� iCR BLADE ©�+ 9EE7 ,R } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I. AKHORS TO WALL, FLOOR OR SOLID WOOD SOFFR SMALL BE AS FOLLOWS; 3. SUBSTRATE SFD11.1. CONSIST OF THE: FOLLOWING: - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUBDIX W/ MDOMUM EMBEDMENT AS INDICATED AT -SOUTHERN PIKE N. 2 W/ C-0S5 (NOS) -DOUTNAS FIR W/ G-0S0 (N.DS) EACH SECTION ON SHEETS 16 & 17. EXCEPDDct SEE NOTE 2 BELOW. -SPRUCE PINE FIN NORTH W/ G.0.43 (NDS) -SPRAlCE PINE FIR SOUTH W/ G-036 (NDS) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF -M 1/2' COX PLYW000 (1985 APA) TAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE REO0161ENOATIOES AND SPECIR0ITIONS OF THE ANCHOR'S MANUFACTUREN. `� P: T� ;� EN �Z No. 4TILLIT •, o . STATE ij,A FSf C%l,A���% `�' 67 • �- 02020 TILTITX), [NC. .Ile E C O , TESTING & ENGINEERING COMPANY =5 N.W. 36,h. SL, Ste. 30% VV=M GAROM FU)RM 33 Phone : (305)871-1530 . Fm : (305)871-1531 e-moCA-1L• 00067 9 WALTER A. TAULT Jr. P.E.SION FLORM U. 1 "167 F "� p`�� K'7"QA:AI ecir_MAn 1o1 /nATc A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zan, 02020 EASTERN METAL SUPPLY, INC. BERTHA HV7M Accordion Shutter System KV. 3-9X gt W/ CR W/0 H.v WINDOW BADE (AWING No 2U-16 — — -- — --•� aa•� �•��� �ulLDutivw ruK n HV -&Jfi HV♦ BLADES AS APPLICABLE WALL FINISH 'MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN P ESSURE RATING, SEE SHEET 19 FOR MAX SPAN & .--1/4'0 TAPCON OR A.S.D. DESIGN P ESSURE RAT NG FOR INSTALLATION WITH BLADE (1 & A WORKING IN UNISON j _•'--, 1 I `ie / 7APCON WITH ADVANCED ! THREADFORM TECHNOLOGY (-} 1/4 0 TAPCON OR W/ 1 READ Min, PENETRATION t/ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ! ''R ` :•j OF THREADED AREA TO / �� t' W/ 1 I/2D Min. PENETRATION OF TFIRFADED AREA TO EXISRNC -_�_—__ i .I . EXISTING WOOD HEADER ---_ p (SEE SCHEDULE ON SHEEr Is) 1 -' 1Y- WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I Mix SEPARATION , `, rSCSi �t 1111 l ` • :� 1 //I, 1 �j 1/4'0-20x3/4` S.S. MACHINE NE I TO GIASi (SEE I OR ` `lR@ I SCREWS W/ 1/4'-20 NUTS (� SCHEDULE ON SHEET 1 / O 12' O.C. I MADE ®AND 1 Min, ON SHEET 19 FOR /•1 WI, ry I '.'S.� II>�, �1�) N .,j •lSllllll\tilt 1� _ ^7-' / -fQ 1/EO EXISTING E1fADFSOhQl� 15 r 7 WALL- r 1/ N'� I �{ I 1! i• r- Y FINISH/ ` L_ O ONAL I Ili-_ - - - DIY ' ISRNG MIN. ( I 5---.-,r"'..RFINISHyA (' vii ``-\ ....... „ .. 2"x4` WOOD • `DOSnNG MIN.-"• HEADER REQUIRED •' _.Q OR 1 2'x4' WOOD (({(J(j( IXSTINGGLASS i MAL ��,� ( ( I HEADER REQUIRED i W '•1 ;1 "+ 1/44'0 TAPCON OR TAPCON WITH ADVANCED GLASS --I TO MASS (SEE 9 l THREADFORM TECHNOLOGY W/ T READ ('_ 56EDULE QJ 5J$ET r'� MIN. SEPARATION TO GLASS I , I I Min. PENETRATION OF THREADED AREA TO 3 10NFSIEET f9 FUR EXISTING (SEE SCHEDULE ON SHEET 11 , V I'• , ` �� 1 EXISnNG WOOD HEADER �" } I '! �(,I ,1l• (SEE SCHEDULE ON SHEET 15) k_ FCAlle5 .+74� G 1-..-_ _._-_�_-.. _.—__ -_ '-t--�--•-c�;t`�- i 27x4' CONT. SILL r PLATE REO'D. ®HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION OO HV WA L SILL INSTALL D. a ATION EXISTING _.__. _.._ c i_ G1A55--� - _ -� 11- - -; - - -I' �_ 1dw sEPARanoN TO cLAss I --- -I �Y IOW. SEPARATION To cU155 --- I- Nib N]N. SEPARATION TO GLASS I I I T EXISTING_) (SEE SCHEDULE ON SHEET 17)-- ^_ O (SEE SCHEDULE ON SHEET 11). -- --Q W000 PLATE (SIX SCHEDULE ON SNI:FT 11) a GLASS I EXISFINC REQ'0: II c c GL/55--7 1/4'0-20x3/a` S.S. + I ( 1/4'0-zox3/4' ss. , r M : tEACHINE SCREWS W/ ( MACHINE SCREWS u r FINISH 1 •_/.D, __ 1/4-20 NUTS 0 12"-, 'I' ,I• { l USING D.C. 0 NUTS .Ij I 7©DR18 27x4' CONT. WOOD PLATE OCR I �( L . W 4 .� •F,, 1^ REO'D. 13OR 1i 1 • u �I -- _-yttllAtll 1111•• L-Ea i£0 j!1 lJ ) I1 11 �, h t 14 ! 1/4'0 TAPCON OR TAPCON WITH gpypDlCED 1) I THREADFORM TECHNOLOGY W/ 1 READ 1/4'0 TAPCON OR TAPCON WITH ADVANCED ` '�) 2'x4' CONT.PENETRATION OF THREADED AREA TO THREADFORM TECHNOLOGY Vl 1 2' 1�'{• 1 SILL PRATE IXISTINC WOOD HEADER, / / - - --- a� 1/4'0 TAPCON OR ) ,!, * Min. PENETRATION OF THREADED AREA INTO PLYWOOD •J TAPCON VVfitl ADVANCED ��' I REO'D. ! ,` 1 L\ 1-SEE SHEET 4 FOR TYPICAL '} f •- (SEE SCHEDULE ON SHEET 15 (SEE SCHEDULE qY SHEET IS) EXISTING MIN. 2'x4' I/2' M!TJ. CDX, F\�,\ THREADFORM TECHNOLOGY SHUTTER g55El1BLY -, l WALL Pry,SH STUDS O i6" O.C. NAX.-_ PLYW'OOD REO'D. W/ 1/2' lun. PENETRATION OF 2-MOUNTING SECTIONS CAN BE - "-- 1/2` MIN. COX PLYWOOD REQ'O. WALL ENDS THREADED AREA INTO PLYWOOD COMBINED W ANY WAY TO REO'o_ PLYWOOD TOSTUDS To BE ®HV WALL SILL INSTALLATION �-EXISnw MIN. 2-x4- STUDS 0 16' O.C. J/A. REO'0. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEEP TS) SUIT ANY IIN ALY WAY PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ©NSTAWITH SECTION AILL IFeC OF THE F.B.C. SECTION 2308 OF THE HV WALLSILL ®ESILL INSTALLATION IV WALL SI♦SEE LD/�L_NS DF USE OF LL11TlON BADE a oN sHEEr 1U9 FLORIDA BUILDING CODE(NDn High Velocity Hurricane Zone' oz0z0 TLTEco. VC.02020 EASTERN METAL SUPPLY, INC. ENBERTHA HV � TM No. 441 _ L E C O N A.S oA Accordion Shutter System B H.V. RODE .#1 W/ OR W/0 H,V. W(NDON MADE * : * TILLIT TESTING & ENGINE ENGINEERING COMPANY American Shutter Systems NN , N TNacmOn A.�I�eOCIOtIOn Inc.M °FOND" �' 1� STATE 0i ��• •'�� sus NM. 36Ix 5L, SN. 3DS, vJJLaaa CARODS, FLOLamA 3318 . nc. I OLD 17-107 9'• Ph— • /2/ DATE: 7/2/2020 %,4,e�'•. FCORID � � - (30.5�71-IS30 . Faz : (3os)B71-t531 4266 Westroads Drive 2 %F c��.` ° r„` �19 CO" West Palm Beach, FL ive 3 DRAWING ND -- - 'AAAisS�ONALI IPA RPM /CIrNATIIDC/rIATC WATER ORIDA UR ® 441E 4 ZD-164 0 WALL FINISH - "'�' "- • v I yJ V N, I A a % SPAN & DESIGN LOAD FOR BSI TAPCON OR TAPCON WITH ADVANCED 4'xB' (Min.) EXISTING -_ THREADFORM TECHNOLOGY WOOD (= REQUIRED. W/ 1 1/2' Min. PENETRATION STRUCTURAL ADEQUACY - -�rr-- OF THREADED AREA TO 1/4'h20x3/4' S.S. OF EXISTING WOOD BEAM EXISTING W000 HEADER. �- 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE ON SHEET 15) - I W/�11/4 20 NUTS REWS ARC�CP ENGINEER OF r-EO- i EO �- 0 12. O.C. SHUTTER INSTALLATION. I iAI IXISi07C--1 L EXISTING MIN 2'x4' 1 GLASS HEADER REO'D { SEPARATION TO 1 � _-- --(SEE SCHEDULE ON SHEEPEET I 1)` QS HV WALL HEADER INSTALLATION 1ISEE 91FFi 4 FOR TYPICAL SHUTTER ASSDIILY 2-11010IDNG SECTIONS CAN BE COLSW AN 01 Y WAY TO SUIT ANY MSYAUATION. MIN, SEPARATION TO GLASS �-------(SEE SCHEDULE ON SHEET 11)'----"- EXISTING G I I 1 I. 1 WA.I.--. d FINISH:--- j FINISH ALLOYLED) .,`_ i EO _. f0._.� EDGE OF DECK-' w IF APPLICARLE 1/4-0-20x3/4- S.S. -' - 1/4'0 TAPCON OR Wq, = PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4-20 NUTS W/ 1 1/2' Kn. PENETRATION 9 12• O.G 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-.' OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED _.- EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET IS) OV HV WALL SILL INSTALL`A1TION ♦ eDE rA ODNNSHEETOF U79 FOR O HV FLOOR INSTA I ATIn a` �V1 y111�1i� wY/p 02020 TILTECO. INC. F*N',0*.441 7 �LTE�COac. * : TILLIT TESTING if ENGINEERING COMPAN -o'• STATE 0 �Ll7�La Bus Nw. 36a sL. su 3W vA1aIL GINDOS, —13A .p'.• Phan. : (305)871-1530 , Fax : (305)871-1531 .r��1 `� -moM tavc0000tcvn i', Fsi'••.....•• ' `3Z? 09719 WN.1ER AI�TILUT Jr. P. ''�,,s/ONAL �\���`ccel /ar.Mnrnor JnATr R.OwDA U. 6 44167 1/4'0 TAPCON OR - - TAPCON WITH ADVANCED 257' THREADFORM TECHNOLOGY '-Max. W/ 1 1/2' Min. PENETRATION 1 OF THREADED AREA TO i EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING ��I 1 TEM 111 �ACH SH! I OSLED EXISTING 11QI9 GLASS ,SLAD ALTER _ 1 ANCHi %7� i LOCAI Max. ©� Q 2'x6- MIN. WOOD--t DECK REQUIRED (NO ' ' F, r _.V -EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR - O.C. REQUIRED / �• I �� __EXISTING SOFFIT r 3/4- Max. THK. /14x3/4' �•-EQ -{0•- 1'x4'xt/B' COW ALUM. TUBE S.MS.--�:i-1—�iy` i T (6053-T6 ALL01� W/ '0 6' D.C. I i 1 or 13 or 15 (3)5/16'0 LAG SCREWS TO or 1© or 15 I i1 FACH RAFTER OR TRUSS. I .1 LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD +) -1 OFEN HOLE AT EACH t 1 1 - MEMBER, (2' Min NOMINAL STUD TO ACCEPT WIDTH) W/ 2" Min. 5/16.0 LAG SCREW PENETRATION OF THREADED AT CENTER OF TUBE AREA. VAUD FOR I 1 INSTALLATIONS VATH 72P.F ' EATING 1 1d1 SF7PIRJa1011 ' MAX. AS 0. DESIGN LOAD AND Dig W OA4 I n S'-0' MAX. SPAN_ T10S . 1560DME OR S W I INSTALLATION IS ONLY VALID _ OR 1�4 'J 11 rRESEppy FOR WOOD W/ LON. SPECIFIC ON SHOT 19 FDR GRAVITY OF 0.50 AS DOUGLAS BAOESm@S ♦ FOR OR SOUTHERN PINE No. 2. W _ 1Q OR ® OR EQUAL (U V CEILING -INSTALLATION 0OR I---- I -- - MIN. ) SEPARATIGN + J TO CLASS I(oNESHEETDIij I I I I I EXISTING -- WIAx3 HEX SHER FIE1D TEKS-� / + + T ! 25.5' MIN. WOOD SCREWS ® 12' 0.0 DECK REQUIRED � (NO FINISH _-_� ALLOWED) OF F -EDGE - _ DECK IF �- EDGE OF DECK � ---- APPLICABLE -- - _-" -. _ _ - __ IF APPLICABLE , --- - 1/4'0 TAPCON OR TAPCON WTR1 ADVANCED-1 � THREADFORM TECHNOLOGY W/ 1 1/2' Min. - 2- UIN.- - -• --2' NIN. PENETRATION OF THREADED AREA TO. EXISTING WOOD HEADER (SEE -----= SCHEDULE ON SHEET 15) p 0 BY WALK —OVER INSTALLATION FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane' @2020 EASTERN METAL SUPPLY, INC. BERTHA HVT1.1 A S • S ■ A Accordion Shutter System • • FLV. BLADE #1 W/ DR W/0 FLV. WINDOW BADE y Amel iaan Shufter Systems EV. N DESCRIFrLON DATE DRAWN BY. M.P 331c, Association. Inc. I OLD T7-107 1/2/2 LATE: 7/2/2020 426E Westroods Drive ff West Palm Beach, FL 33407 DRAWING No 20-164 END INSTALLATIONS IQ _HVBL'ADE OR WINDOW BLADE INTO 2"x4-' MIN. WOOD STUDS —r.c MK WOOD 2'.4* AM STLIDS "010, 1/414 UPC= v z 7 rw Tax. vIvn -1 (AmItC9 AmULIE) D(M4TCO EDUSTITS GLASS A 1-� 0"T' W 3791� Net on TEL COX MOOT - PLYWOOD, j U"✓ I Eck eLim (I)AM ON SHEET Is PL116000. eADTS M& (ID PLITZ GLACESONG' nsill TM.• 9M 1,0211 - rNS;1 Ms. to pet \-plw/2-SAM I_ 4 CE21/4� U­AEGTE Thya- swS —S r— AA ID SEE CGNXEM-0 TPA= H SEE � . ` _�AT (IR E-DT EDE w)-@V Iv -OR O- " C(5SDE ) ) )ORC40 _ am UMYL x FOR - TO TAWNWE0N 0:C�6lO-(I0031: O W0M 0 14-310-603: 0:0 @ 0:9-6 END -MONNECTION DETAIL (7) END CONNE TION DETAIL (8) END CONNECTION DETAIL (9) AND -CONNECTION DETAIL 1-0 rx$mDS 1/4-0 TAPGW Mot,,S /2, — — RMWM My FM F�M OM47M --MtIF-71 UX MST= G!!!--N 1 1/2 SAM pDIERCM a 12' D.C. leu sovau.w im Ssk� 4�_ ♦ SEE LLMRA710N5 OF USE FOR TOR WOE MAID: M%1T I — N SW 19 FM mmisowg) 1/2- v W \ og XC A . fill 01OR,5!­*j .72757MF,) 8 I MI, T \-QN1 F� 2%4* MR WOGD. TXL @­@"-(BCR(9 VIEW SRIDS REQ`DL FITM CONNECTIONEND DETAI END CONNECTION DETAIL @ DETAIL X FLORIDA BUILD] CODE (Non High Velocity Hurricane Zon OM20 TlL7ECO. Nr. Q2020 EASTERN METAL SUPPLY, INC. ERTHAHv TMNO. 416 1Lr co,, 0Accordion Shutter System _.N.V. RARE' #1 W/ Cam? FLV- WNMW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems my. K, DESCR"ON CAIIE DRAWN BY. UP STATE 0) F 0355 NA 36u, St- ST.- M. V== "MmnaWA 3311 Association. Inc. I OLD 17-107 2 2DATE.7/2/2020Ph--: (3oS)871-153o. I-: (3as)8i1-153t 4268 Westroods lerve 2 0/ . ...... . West Palm Beach FIL 33407 DRAWING No CA-00367IJ9r. W&nR A, MW 01 P.E. RE SEAL/SIGNATURE/DATE FUDMA 11c 9 "167 W. 20-164 3 s I = FT TYP. EA. END I MAT(. 5 WINDOWS a ALLOWED AT HV WINDOW GUIDE ® C� SEE END t CONNECTION '•� DETAILS ON SHEETS f 10 & IS TYP. FULL HEIGHT. I I ; II ar I ?- TYP TGP & SOTTOFOR uhTEMENTS W UNUNTED WIDTH-- ._ ----- __ -__. ___�____ EXISTING GLASS ELEVATION RM SEPARATION To GLASS ASETE SCIMU E ON SW 11 FOR EEADE (D AND ON TES Sr<eEi FUR HAIESQ&® --------------- 21 `TYP.�llDO TYP. W/ z DR sEANpN1ERMATEs z1 ��` -/��----•- W/o (sENOTE 4 ABOVE)-� PLAN-' ---- - - TYPICAL d ; HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE jdi SHITT-- N.T.S. ```��5• '-n n. ' Z �'�i� '' ✓'. 02020 RUECO. INC. .� 3�� �,10EN No. 441 7 -- ��. E * STAY, TE D TIWT TESTING & ENGINEERING COMPANY 4755 N.W. ]5D. n. 5H0. JOs, vRa.+1A GLRGEHs 1Laww 53 % ��•,••F� ARID' '4V .`xQ e ' Phone : (305)871-15J0 . F4a : (305)871-1531 a-na0 cOc�L� /ONAL �AE`Lr WALTER A TILLUT1Jr. P.E 'JA,,Ii a p1k sFA1 /cIrMATII]Or /nATr FLORIDA U..I "167 1. MAX AS.D. DESIGN PRESSURE RATING: +110. - 110 pa.f. 2 MAX SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A, Q. 0 & H ON SHEETS S. 7; AS WELL AS MOUNTINGS M. O. T, U(2& W ON OOOYSYMMEIWGIL SHEETS 166& 177. OOPDICLUBM ONLY T�Aan CASEWF NG Ctttttt!DME �E OF & (A) HV WINDOW BLADE 0 SHALL ONLY ALLOW A MAKDfUM OF 5 OPENINGS (3'0 HOLES) FOR © PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) LEN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q OF ANY 3-0 HOLE FOR {4 SHALL. BE 12'. ((CC)=9 BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W (D) HV WINDOW BLADE IO MUST BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WIDTH. (E) CTRNATES SFWIL ALWAYS . R15fALlED ADJACENT TO A SOLID HV BLADE 1 AT EITHHER 9DE THEM. (F) POLYCAIMNATE HV WINDOW ®SHALL BE EVSTe�im SO TAGS FACE THE INTERIOR OF THE OPENING BEING PROTECTED, FIV WINDOW L1UST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROMO BY ASSA, INC. & SEE ANCHOR SPACING SCHEDULE FOR INSTALIARONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ASOM. 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO CLASS SCHEDULE, PER ASTM E-1S56: WIND ZONE MINIMUM SEPARATION TO MASS 1 THRU 3 1• 4 I 6.75' lama[ aura -. A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE(Non Nigh velocity Hurricane Zon 02070 EASTERN DUAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. Rolm g1 W/ OR W/o Kv WNM RNX ?AWING No 20-164 1/2k 0.035' TRICK" ` - - ' IMOAL Min. AM A-653 GRAOE 40 1 Min. VA70ES•" : I Min. G-60 OALV. s1EEl. METAL STUDS AT 15' O.C. 1 314 . 6 1/4: a035• TICK ern. 1 j 43c / / 430 •xoT� �,p ( 12 m e `� CONE. GALV. STEEL. TRACK CHAfOdEI. 1 ® 6' O.C. 0 6' D.C. ASTM a-653 E w NIa G-6O 1 cuvnwzm FASTENED ro SIU05 / W/ (z) /6x1/2' TEK SCREWS ON EXISTING FlMSH IhTEi50R d: EXTERIOR FACE I 'AS APPL1--- 39 �'' EXISTING GLASS—i UN. SEPARATION TO GLASS (SEE SCHEDULE) 0 1 3/4'x L 1STEE 0.035" CHANNEL. Yin.' AS APPLICABLE FINISH ASTM -65 GRAD TRAGIC CHANNEL• ; 0.5 APPUCpRLE ASIM A-653 GRADE 40 G-60 1 11 •_1..�____! CALVAHTZm m TOSS FASTENTIRS I INTO METAL STUD WALLS * GENERAL LIMMAM0ISIS AND CONDITIONS OS FORFOR B�A 1�BLADEACCORDION SH�RI�BL�DE ACCORDION SH�R SYSTEM INSTALLATION TO METAL STUD WALLS 1, MAX.. AS.D. DESIGN PRESSURE RATING: +75,-- 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ,ARE ALLOWED WffH 21 ARRANGED A METRICAL LAYOUT. USE O (2)(3 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1R1& t/Ex1F1OOR FACE ON f Tie ,,?.c43a f I 5® 6" O.C. ®6' BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q �- 436 6•x 1 1/2A 0.035' THICK." i ' Min. ASIM A-653 GRADE 40 ® 6" O.C. Min. C-GO GALV. STEEL j•-`2,'•;i1Gji,. i METAL STUDS AT 16. O.C. ,kin.;:"�.'Y:: ;'i MS WALL HEADER/SILL INSTALLATION (1-------i -_ UA — - - ZEXIsnNG GLASS — — — — — :I; 1.. .. f I1`:•'::"fi Irk..4.53643c SYMa 4METR Y C AL I' - ,i .;� .:..:;,•,, I � CENTERMATES W/ ` ; ;I ; EXTERIOR ACCESS SIDE :~ 11 I IN (Cont.) HVA rc m H I r a i,4—ji -1 2.000- Nox. r RL ®0 I Xg NOMINAL -ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SGWFnI u I { Max. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4" DOSIING FNISH AS APPLICABLE 7 (IYP. TOP & BOTTOM) —---------T-�- I SYMMETRYCAL CENTERMATES W/ ;•: ; ^ ` '.INTERIOR ACCESS SIDE:-:1 1::- - - — /-(W6" Min.) I 1/4• (TYPJ---'r •�- _, (6" Min.) I `� 24 in _BLADE SLACK DETAIL HVF VC uP t `p11�y,1u AA7 02020 TILTECO, INC. No.44 6 � �L E �im,. * * TILLIT TESTING do ENGINEERING COMPANY a' STATE F else Rffi. 3euos33 . St. s1a s, vAmNA TMaww OElS, Ft �f1O �. ` Phone : (305)B71-1530 . F..: (3051PI-1531 CAMPS /CIrKfATI Ioc/nA= FlaRaa L� µ1 7 MIN. SEPAR{CIION VARIES- I , TO GLASS 2 •, , SEE SCNIroULE 1 : Max � I : I I J ----6 1/2" MAX. SLACK ##-- A.S.SI.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 & -l`*J a r 43e j LENGTH + 1' F- ® 1/4"0-2omft BOLT MUST PENETRATE -1.373--�- .050 m n�—I ��axlvr 1/4"0-20 THREADS ® 1/4 0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"-- 1" 14'. 0.035• THICK Min. STEEL TRACK CHANNEL, GRADE 40 On. G-60 ASIENED TO STUDS /2' TIX SCREWS ON XTERIOR FACE LOCATEfO AT 12 HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK HNG CODE (Non High Velocity Hurricane Zone' ©2020 EASTMN METAL SUPPLY, INC BERTHA HVTM Accordion Shutter System FLV. MADE #1 W/ DR W/0 N.V. WINDOW BLADE CAWING No 20-164