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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION 1/6/2021 Florida Building Code Online lit; - `! 4- f BCIS Home Log In User Registration hot Topics Submit Surcharge Stats&Facts PubkdllonS Contact Us BCIS Site Map Unks Searcn kji Itw? #0 Product Approval dop r i& --PI USER:PubllcUser ftdS cr rLt,ixovs M^„,>LMIm'cc or Allcanun Sea�rh> i lion L t' >. gp ARP ca Application Datail FL tf Application Type FL389-R10 Code Version Revision 2 f 0 7 — � 27 Application.Status 2020 Approved , j L , Comments REVIEWED rUH Archived CODE COMPLIANCE Product Manufacturer American Shutter ST. LUCIE COUNTY Systems Associati ((�� Address/Phone/Email 4268 Westroads Drive U%.f West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley !r!/ Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File Copy 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..Tillit,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 FL389 Rt 0 CrIT CDI ACC. al A_.L�E1 .p4if FL389 110 Cnt rnt AC CA B A.nFt .�e pl3£i9 R10 GOi__['01 Agcn g� C1E ,odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 TAS 201, 202,203 20021994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgVYYHH2vJvx53MWSXdCOtOXPGxaL8B7Zzg°/a3d 1/3 116/2021 Florida BuildMg 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 t I. FL t Nodal,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 1110 II DPWING ASSA BLADE3,pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A 1 Evaluation Reports - Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL3a9 Rln AE PER ASSA BLAP-E.l..pju positive ASD load and 13'-0"for 35 psf negative ASD load the t 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 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 I pressures. 389.2 Bertha HV Accordion Shutter Blade i {Extruded aluminum Interlocking blades retsina y racks(top Only-(Nan-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No t FL389 R10 11 DRWING ASSA BLADEi p2 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 ps.f EQg9 R1Q AF PER ASSA BLAQ_L1 j& negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVl 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 interlocking blades filitbIned by tracks(top J_, ?COMBO-(Non-HVHZ) Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No r,t_,389 RId 11 DRW ASSA BLADEI. ?,qq Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Fht,'}_h10 AE PER ASSA 0LAQE1 2.pr�f for Blade 1 and 18'-0'for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively lrl Spntact Us::2601 Blair Stone Road.Tallahassee Pi 32399 Phonn:860-487-1924 The State of Florida is an AA/EEO employer.S,gpyrjght 2007-2013 state of Florida-c Pnvacy 5tatemenl::Accessipility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questons,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,Ilconsees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 45S,F.S„please click here. Product Approval Accepts: "u L] ® tCN.Y U Credit Card Safe www.floridabuilding.erg/pr/pr_app_dti,aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOIOXPGxaL8B77zg%3d 9/1 GENERAL NOTES: I BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASIDE 7-18 AND SHALL NOT EXCEED THE MAXIMUM(A.5.0.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 70. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES M dC BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENFI7AL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS MM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD+1,80 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA M.V.ACCORDION SHUTTER SYMM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHFET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WIDOW DETAIL -HV BLADE 01 A0214.01-03,#0715.01-03, /10G4.01-05,#1214.01-05, #0317.02-06. /0609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE(D AND HV WINDOW BLADE 1nA AND E-1990 STANDARDS (MISSILE LEVEL D,WIND ZONES 1,2&3) &#1220.01-10 AS PER TAS 201,203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HIV WINDOW BLADE @ It0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D. WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND Ni 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. RV BLADE(1 AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE t14X2.75'AND/140.75•RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS F SHEET 8 STAINLESS STEEL SCREWS WITH 13&0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA IN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING f)E[AILS HV SHEET STAINLESSCOATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETEfBLOCK SHEET 10 6005-T5 ALLAY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-5 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.AL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kcl MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA,BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1O: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: W WINDOW BLADE 5A�ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE W14ERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONRNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD A 4: MY WINDOW BLASE n ONLY ARE CENTERMATES AND ENGAGE OR LOCK ALL MV AND MD LOCKS. - IT. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTFIA'S NSTALLATON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS '.TIE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (e)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHK:H WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone it 111 02020 TILTECO, SIC 02020 EASTERN METAL SUPPLY.INC. A S S A BERTHA TM \'\GEM F' �9��y I L E C O N c. Accordion Shutter System 2 No.44137 American Shutter Systems V.bl aJDE�I ' Rt W/O ATE MROOti. M.P _ TINT TESTING do ENGINEERING COMPANY � �` Mp * * e355 Nw.MM.s.,x..3 1,xacNN cAmEKs.nOeM 331e Association, Inc. I OLD 17-107 LUTE: 7/2/2020 •�••. STATE Q W� Pn—:(305)871-1530.Fm:(305)871-1531 4268 VJestroads Drive a DRAWING No 9O:•• a un�_091.�om West Palm Beach, FL 33407 i 2 —1 64 /0 . .ORI WALTER A TILUT Jr.P.E. FS '' C� FLORIDA uc.+44167 a SHEET yai,s/OVAL • EAL/SIGNATURE/DATE aI Of 20 3 3-V M momi VARIES 1.491" Mo*w ISIS 1200-. M- ow 4.355' —L C�j 41a-SI7 c 05 NY 90'/160' 'STARTER (�)IJV UNIVERSAL FLOATER 374r U US • QUALIFIED FOR USE W1 COVERED U US PATENT# 545 79 QUALIFIED FOR USE W/HV BLADE 04 HV BLADE 01 (!� H V VA 6005-T5 ALLOY AND TEMPER RED USE W HV 6063-T6 ALLOY AND TEMPER *SCE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE .37:r 6063-T6 ALLOY AND TEMPER 1226' 1.500" 3-T6 ALLOY A EMPFR 124-: 005, 2.67C" .994, ------ 87�j-000:. .670 JL— 72 .842' .8 4. 7" 1 -- .815- '-.092- -4.44111, HY ADJ. ADAPTER WZLIP 125! .9 1,31. �l QUALTIED FOR USE W1 HV eN_—__'lw--`ER TRAI BLADE() 0 RED FOR USE W1 HV 9 K 7PACK -1750r 6014V ADJ. FLOOR TRACK 6063 T6 ALLOY AND TEMPER LADE UAU USE W/ FIV OUAMED FOR USE W/ W 6063-T6 A% TEMP B LY. HV RAINGUARD -T6 ALLOY AN TEMPER ItALIFIED FOR USE W/ HV B OY (PD TEMPER B 6063-TS ABLLLADEA �2 VARIES 6063 T6 ALLO AN 7� 1. BLADE 6063-T6 ALLOY ATD TEMPER 1 .917, 083- mo ___.063' .125: 870: 003.. ow. .670 3.5s, (11 HV CEILING HEADER �jl NV HEADERAILL HD CEILING HEADER/SILLH 3 0 N1 HV BLADE )ONLY. 'l ONLY CUALJFIED FOR USE W/ HV BLADE-1) QUALIFIED FOR USE QUALJFIEO FOR USE W/ W BrLADLD C SEE SECTIONS F�OR VALIDITY- 5063-T6 ALLOY AND TEM& SEE SECTIONS FOR VALIDITY UALIFIED FOR USE All h 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Bum(D ONLY 606 ALLOY AND TE R x A COMPONENT a Tl 72 ❑ r 2' a,zs .02- . 2' 5-MAX. 0.192- DA92- x SIDE ANGLE POSTS OUALIFIE-, FOR USE W1 HV ALUMINUM ANGLES �31 2.5' 7" MAX, 0.190' 0.1 go" 20 CORNER FOR USE FIV BLADE QUALIFIED FOR,USE W/ HV QUALIFIED BLADE(D W/ 6U6.5_16 ALLOY ANC TEMPER BLADE�2)ONLY 2- 5'MAX. 0,139- 0.131" 6063-IS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 111 02020 TILTECO,INC, I 02020 EASTERN METAL SUPPLY,INC. BERTHA_ffVT_. _ 1LIECO A Accordion Shutter System INC.1wlSeSuAll Kv. MAX fl W/at w/b Kv wMw wa No.44117 Shutter TILT TESTING & ENGINEERING COMPANYI RII No 03011 I= DRMM BY. ALP -- zr 6355 NX 38th.St.,St,.3115.vR(vA WDOZ.FLORSIA Association. Inc. I OLD 17-107 712/2n VAIL 7/2/2020 STATE Oi Ph-: (-'05)871-15M,F..:(_lW)671-153I 4268 Westroods Drive 2 DRAWING No .-..it:tilt...6-1.­ AZ West Oolm Beoch, FL 33407 3 VNI.- ...a WALrECA-'W'7"'r. 4 20-164 1 roq* R A.TILUT P.E. / A FLDRrDA LI..#44167 a SHEET ON L S 6 2 OF 20 to EAL/SIGNATURF/DAIE .7 4.660"2.293- �V-20 ..E�l REAMO G ENAMEL 1/4•_xD /lyl. -0-3.34' 2.2W "7417 IV TYPJ ME, !� BWED 0.5AIi-0 A EGRESS KN C4 BRASS CYLINDER om CYUNM M(�E (04ME FLATO) RA, PUTn) QENTERM6 BY LOCK HV EGRESS LOCK QUALIFIED- ' QR USE-W7-ItIT-86MEO&8 ONLY HY FLOATING CW 0 FOR USE W/ HV PIED R USE W1(B) 3.023' z875: QUALIFIED 1;4 ,3-T6 ALLOY AND TEMPER MOILD FOR USE W/ HV !,Mm, --NLv BLADE:T& ONLY & 0 ON 6063-T6 ALLOY AND TEMPER HY CORNER CE UERMAM 'TALIFIED FOR 2.874' 0 USE W/ HV BLADE(I)ONLY 250'O.D. -.wsl 6063-Te ALLOY AND TEMPER PLASTIC H A 4-045' • w 2.079* 1.753* + I A FTLR RIVETING 4 -20x3/4" BEFORE RIVETING 0 W 0 1 U ES 9444 ALLUWM(20 -T3 ALLOT)LARGE'LANGE TPU4 ww PAR! AS WANUFAC UW3 11Y AVM PLAN FRONT ELE071M ® HV MALE "T- LOCK CENTERMATE CHERRY Y.NEW JERSEY 0705�OR EQ� Long FOR -7- LOCK cEmTERm QUAURED FOR USE W/ W BLADEOONLY �g Hy FEMALE "T* LOCK 6ENTERMATE KV wT" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY ANC ILMPER QUALIFIED FOR USE ouAurlEl) FOR USE W1 HV QUALIFIED FOR USE W1 W BLADE(DONLY QUALIFIED FOR USE W/ HV BLADECI�IONLY FOR 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE ONLY, 1.917 L917 3.161 R, 0 THUMOTURN ell 0 0 432 CYLINDER R .214- 6A5 -d62" KEY CYLINDER .214" 0.875,mi.. in 1 .125•M.31j' HD C NO LOCKIUG ROD ® HD CENTERMAT ROD W BtA�E 1)& UA QUALIFIED FOR USE W1 HV BLAOF IA. L QUAL12il5 FOR USE 5�� - Loy AND TEM .. # HD CENTERMATE'S INSERT-T6 ALLOY AND TEMPER 6063 VARIES. QUALIFIED FOR USE W/ HV BLADE Ll ­X� 6063-T6 ALLOY AND TEMPER ACEFK YHUMBSCREWS 11/2' THUIfilITURN I6EEDETM,$) CAMOM OR KEY CfLMDER 6 2 LOCKING RODS 1/4-0 HD LOCK QUALIF. FOR USE W/ HV BLADE 1 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 6 -76 ALLOY AND TEMPER C6- HV .3/8"0-16 ACETAL A-) KV 1/4" 0-20 AISI 304 D " ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 Iry BLADE(D& (DA VINSTALLATIO ' EOUIRE 6' HOLE THUMBSCREWS DRILLED D LLED AT TP"ACKS FO EMBEDMENT QUALIFIED FOR USE W HV BLADE 1 QUALIFIED FOR USE W1 HV BLADE C l FLOWA BUILM CM(Non High Velocity Hurricane Zone, ....lljj 02020 EASTERN METAL SUPPLY.INC. 0 .. .... 04 ON V .... S Accordion Shutter System No.44 67 A.S.S.A. KV.MADE#1 W/OR W10 KV.WINDOW BLADE American Shutter Swems xv. wow"xi. DATE P"!! TILLtT TESTING & ENGINEERING COMPANY -Eff. Mp Association, Inc. I OLD 17-107 7/2/20 014M f/-2—/-20 SATE 6353 N.W.Nth.SL,SW.M.VI WK GARDEN&FLORIM 3316x F Phme (306)871-1530.Fo. (305)871-1531 4268 Westroads Drive 2 —------iDRAWING No West Palm Beach, FL 33407 3 blt— %%- CA- 6719 20-164 WALT TIL JI,P.E. 4 IEU FLD.,)A —=Fs' 3 Lt..If 44167 5 IONA ER XT VY1. SEAL/SIGNATURE/DATE OF 20 SHUTTERASSEMBLY SCHEDULE FOR -- 1 HV C HV AA 3/e• s . .tO HV BLADE 1 41 40 -® ' I 127 BiA CDE TOPS 1A s .0625' ® HV BLADE lA .._- -- I L' kd @Y\� i / .a I ,mv m4ro*BUDS 0625' .D[25" .6625• ® HV LONG RECESSED NYLON BUSHING 1 a1oS< I. `! BLADE'S OPE w - ,1e7s' Y I ' 6 KNUCKLE 0 OPEN IN OF:� .4* U .. ® HV SHORT RECESSED NYLON BUSHING i34 a�'oI� j' 1 J.062,' r HV NYLON HAT WASHER _ _--, 'I' OOR ® ��� _. FU PORTION f7j rn -OF SLAIN :°i=a 3750' 4� HV WHEEL CARRIAGE AIR302-303 SERIFS I I �.4 _',,4� - x /e'r.675o' 0.870•x3/16"THICK NYLON WHEEL �3i I ® ' 44 > n 2 7/6"LAIN. I Hv w NDOW 0.188"e Am 302 SERIES S.S. RIVETS SEPN7AnON N 00 i3.75M' ® HV 1 3/4" ACCORDION PAN W/ /8 HEAD 6 E1�RbR �_ 'l E_7 Bt tDE ..._*..._ I `'L °V� �:'ENINOS -1 ON CENTERS SEC 'LY _ . HV 2 3/4'ACCORDION PIN W/ /8 HEAD ' " 2 1/4" F{ag R aefmj POLYCARBONATE IMPACT RESISTANT HV WINDOW �'R r� � " TYPICAL HV WINDOW BLADE 1A1 AND # C],OR U5 I or ' i ;' POLYCARBONATE HV WINDOW DETAIL (�- 3 -- Nr.S. E NOTE FOR ME O OR I I as f *PO _.BONATE IMPACT RESISTANT i-V WINDOW BAYER MAKROLON 3103 POLYCARBONATE L9n.cEEn}raf10E RESINS, UV-STABiL'ZED GRADE OR SABIC HN PIN,�EDUIREMENTS AT EXTERIOR BieDE KN K F FOR Y rc t�cuA2 M INNOVATIVE PLASTIC LEXAN 103 RES'k fI D OR l (SEE NO?E "F"ON SHEET 19) SIN ® SHALL A_WA'fS 6E UacC A- AL. EXTERIOR - 9Q "0M <NUCK_ES O= HV .ACCORDION SYSTEM W/ HV 1O OR 4 I ® f POLYCARBONA E SOURCES FOR IV 0 BLADE. I EXTERIOR ,,41CAL SHUTTER ASSEMSLV r:.l: �vIG:>RDrFR-Es �r.WDNs ra .s a.in-.. -AT I BEFFId>r2 YR,aM , (2) 1-V PIN 0 MAY BE USED !N _IEU OF ® AND ONLY Af HY PIN®]R EXT�;R10R EXTFP.IOR BOTTOM CNUCKLES OF HV ACCORDION SYSTEM W! HV 1Qa0.324' BLADE'S KNUCKLE. 3zz�c un Ams Dou a/n' Cau leh' BLADE WHEN CORRESPONDING TO INSTALLATION "it", SH=SHEET (SEE NOTE = FOR SIM-vAam 7. D48Z- ® REQUIREMENT5) TIT. �y 1 I 1ENSAE`e1D STPEW_'!N 41w owe SAW>.a.L 9.xv pa.-. fi F.%UItK 5"P£r,C'ti Pi rF.!' aS:Y DM +3.SOC Pa.� 1_ADp Rs.. (3) HV PIN ®OR ©W/ 1/2" O.D. 1/16" TRICK S.S. WASHER wvicei IWJI� no SHALL BE USED FOR DIRECT MOUN. iNSTALLATION PER DETAIL X. 1 p� SSHEET ® Magi,I mo wm Dae a n-an n rr-m/m WHEEL CARRIAGE DETAIL ` o-�sn ASTM o2ea3 472• N s #REMBLY LAYOUT WE U"W.Z 451N 013S C-1 CUS C-1 CLM ATS sna iD.nK,v. AS.D,a79 Iwo v eeo s AM M55 R'I9Di_T9UCfK N r}r.E•M- ASW sA S»2 1 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS ENY:E SW SEIVRE"� " Wm 6M1 Pa. am P+. N.T S. Fl.OMDA BUILM CODE Non High Velocity Nurricone Zone ayllt�OWN 02020 TLTECO,INC. 02020 EASTERN MEIN SJPPLY• INC. ,�•`N�Q�� A. BERTHA H TM oCE F•A'll I L E C O I IN c. A6f S W S■�■ Accordion Shutter System H V. BADE#1 W/OR W/b H.V.WINDOW RACE NO.44 6 American Shutter Systems KY.N orsuAlrmoN DATE Draw,11r: YP a#: TILL!T TESTING & ENGINEERING COMPAN't S * s7as e.Yr.Sam.Sa.sl..J'-"LAMA cPrmfiNs.V o i;A„1„ A980CIGtlOrla Inc. I OLD i]-1C7 �.' STATE f Z.O�O =now:(305)871-15JD.Fm (JDs;e71-15J1 4268 Wesirocds Drive 2 /2/ GATE: 7/2/2020 '�� A' -mol.to;ecaODoLeom West Palm Beach, R_ 33407 3 DRAWING No �'•. �Oqf aA-0005719 0-164 wALTER A TILLIT Jr-V.E. s 2 'y, SS : \ L/SIGNATURE/DATE FLCRIDA Uc.p u167 5 SF EFT 1111 fi III *NOTES ON HV LOCKS AND CENTERMATES: A f C f 3S• Y 0 f T 0 �• 1. MUMS=O=Mnffi ft- ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS T ANY ELEVATIDN. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION. 35 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HY 0w20 + LOCKS fjOR'ggMMAAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ,23 OR 9 94ALL BE AS INDICATED ON NOTE (1)ABOVE. LOG ON OF LOCKS SHALL BE AS INDICATE ON TYPICAL SHUTTER ELEVATION. 3. H.V.4n=: LOCKING RODS ARE NOT REQUIRE AT URRIGNE POSITION, BUT MAY v 2400le�6 or�0 on�4 - �4°1 BE USED IF DESIREDTO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS✓�OR AN ALTERNATIVE DEVICE V II II ; MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). !' t 4. MANI)A ORY CONDITION & ONE HV LOCK��71 SHALL BE USE AT CORNER CENTERMATES FOR ANY SPAN 1 AND INSTALLATIONS AT ANY ELEVATION. FN LOCK 2 or®SINCE BE USED AS AN OUTSIDE OR INSIDE LOCK, y I ATTACHED TOOT�fyi CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS' MMAXIMUMAT TOP ASHALL BE SHUTTER SPAN SIWLL BEE DETERMINED LOCATION OAS R LOK SHALL PE SCHEDULES SHOW NE AS INDICATED ON SHEET 12. DER ELEVATION. �J 6 a '� •ONE ALTERNATE HV LOCK 26 MAY BE USE IN LIEU OF HV LOCK or FOR ANY SPAN AND INSGuU71oNs AT ANY ELEVATION.ALTERNATE LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT i -7 OF 1/4'f-200/4'S.S THUMBSCREW TO 6,OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4•ALUM. RNNUT AS SHOWN ON SECTION HYE•SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. •� .. ® 6. MANDATORY camm 1 #.}En KEr57t_YE maumTow INST IATam ONE HV LOCK 0 or 0 or 0 SHALL BE ,i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR ! _ OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEF FNO I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTON I 1 -35� OR �33 TOP AND BOTTOM 5 COMPLETELY MANDATORY. DETAILS ON 0 i [ N1y FULL e l W x SHEETS 10 k �Z1 HDGHT. 11 -35• *NOTES ON HV "T' LOCKS AND CENTERMATES: OF CORNER 4A 1 • - , fnw - ^^ -- C=NTERMATE ONE ALTERNATE HV 'T•LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ®w®O1©�Vw 8 •®w INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKS e AS SHOWN ON SECTION HVG,SHEET 9.WHICH MUST BE CONNECTED TO CENTERMATES 0 AND®W/ 1/4-0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' /� WINGNUT OR W/ 1/4'0-20x1•S.S.M.S. INTO A 1/4'0x 5/8-RNNUT. K MAY BE INSTALLED AT MIDSPAN OR 12' ©•1J• 'ae©+i�+ w I MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ATOP AND BOTOM 15 MANDATORY. ®•®'®•®oR®•U,'I - Ue •®w®•©w t®•®w 1�•�` 'NOTES ON HD LOCKS & CENTERMATES: 1. W/33 : ONE ALTERNATE HD LOCI(©MAYBE USED IN LIEU OF TYPICAL. 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.&TERMITE HO LOCK�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO IS W/3 F5 x 3/8'F.X. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT($ AS SHOWN ON SECTIONS HDB- AND DC-HVC, SHEET 10. LOCK MAY 8E INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 18.TEC0,INC. ®2020 EASTERN METAL SUPPLY, INC. II illU BERTHA HVT. ; . �......'. T A S S A.��''�P'' CEN, • � -- Accordion Shutter System L E C O N . n e LD H.V. BUDS p W/w W/o RV.w1w N BLADE No.441 I American Shutter Systems EY.N DESCRIPMN DATE DRAWN eY MP *; T TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 17-107 ./2/202 DATE: 7/2/2020 - * � ears x.W.aeln.St,sr..aos.WeOxuA rrAou:s.w:iDA a11a STATED Phone (305)871-1530.F..:(305)871-163i 4,268 Westroads Drive 2 DRAWING No mot:uta00000Lcom West Pal- Beach. FL 33407 a F CA-0005718 <ORIO WAL,ER A LLR P.E 4 20-164 -':FiS' •''• `� FLOROA Uc,1 4s167 5 SHEET �'a`�EAL/SIGNATURE/DATE 6 5 OF 20 cONCRETE ANCHORS POURED CONCRETE ' POURED (SEE SCHEDULE ON REOLUIRED�E BLOCK -1/4-0-20.3/4-S.S. POURED ��CRET SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REWIRED _ __. i0R (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 1©18 (SEE h"Onxi SHEET 7) SHEET 13) NUTS O 12'O.C. - (SEE SCHEDULE ON ET 13) 1' .1' - .c Mln. 1/4'L-2oz3/4'S.S. V.. ...". 1 4 -Ein MACHINE SCREWS -� -EO—EQ- USING T/4'-20 NUTS ' ,/...� ' - O 12'O.C. i E. D.t +/ :-I i.�l i; .250'Max. •F 11 1 .aR r15) E D. 1' ---- . O 15 .250' D ~ \ OR I.l .250'W.. 4 ,� Max. E.D i i _ •� 1 E.D.• li i. i Ih OPTIONAL I-} I Ii i OPTIONAL 1AN StpJ am ' I i� w am fgx - -:1 III FUR OW { I - 1 OR w -SHEET EXISTING (SEE SEPARATION N To SHEET I _ MSTING aN vm 19 RR ;+ ,; ® ' -_ ;1 CLASS -(SEE scl+muLE ON SHEET 11)_ '! 1 I E � 9/1313ma QID LI I 1 i MIN. SEPARATION TO CLASS CLASSF! "-(SEE SCHEDULE ON SHEET 11) EXISTING (! C MY WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION �9 HV WALL HEADER INSTALLATION + KEYSTONE I {5 EXISTING -) I EXISTING (SEE SEPARATION TO GLASS h •i 1 p GLASS— � l F 1� (SEE SCHEDULE ON SHEET 11) 1 OR 'I�a w MDN, SEPARATION TO GLASS - t+i I q GLASS._- y +' 9A�OE mxO _ 11 i (SEE SCHEDULE ON SHEET 11) 011 51EET 1Y f1R - i r aAlLsms® E)UST1Nc - 1 OPTIONAL --- cuss---; �.D. � I i i 1( ,/4..r , _ E. _�-_._ \ l I 1 1 Max. OPTIONAL I , _F1/4 Max. I Q OR O E.D• 1 i 1 1. - i i ��.11/2• JHEAD -MIN.- 12 DR 4 r __.__ ' I/4'0- TRUSS HE EO-_EO- PHILLIPS TRUSS HEAD TRUSS Mall'5.5. PNCRES MACHINE SCREWS USING . "ONCRETE ANCHORS -TRUSS Mall" CREWS CONCRETE ANCHORS 1 8 _1'_ 1/4--20 NUTS O 12-O.C. (SEE SCHEME C W/ 1/4'-20 NUTS O;2 D.C. . (SEE SCHFOULE ON SHEET 13) - Min.- ORRCCOOMCRETE BLOCK ED RETE SHEET 13) POURED CONCRETE REQUIRED OR CONCRETE BLOCK - -'-- "" -" CONCRETE ANCHORS WALL REQUIRED (SEE SCHEDULE ON CIHV WALL SILL INSTAATION \-� POURED CONCRETE SHEET 14) \/ LL OR CONCRETE BLOCK WALL REQUIREDG HV WALL SILL INSTALLATION NOT FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SNURER 4 E.D.-EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 22--YWNRNG SECTIONS CAN 13E COMBINED (SEE SBLYPECIFICATIONS ON SHEE' 13) BLADE ON SHEET 19 1 HV BLADE IN ANY WAY TO SUT MY INSTALLATION. FLORIDA BUUK CODE(Nor. High Velocity Hurricane Zone. 02020 TILTECO•INC. 02020 EASTERN MEAL SUPPLY, INC. _ 8E HA TIJ ;�a�? ystem _�CEN -. . IL ECO �N�. A.S■S■A■ KV.SAX#1WAccord/ORRW/bKttWMCWRAEE No.441 7 � - American Shutter Systems Ev. DEsao/ DATE DRAWN BY: MP TILLIT TESTING h ENGINEERING COMPANY AssoeloNOn. Inc. T OLD 17-107 ,/2 DATE: 7/2/2020 �ZZG3'l.Ci era N.W.3NA.5L.S..305.WKR4t WIROM.HORIG 3314 ' Q STATE 0 PN.1,.:(305)071-15w"F.:(305)871-1531 4268 Westroods Drive 2 DRAWING No 1itKA0oa.can West Palm Beoch, FL 33407 s 20-164 . !OR 10, a C-000e719 '4,,�FS+S•. • Ci '� WALTER A.TTLUT x.P.E 4 OF 20 �A�``SEAL/SIGNATURE/DATE flA1tM L e./441e7 a SHEET POURED CONCRETE ANCHORS CONCRETE (SEE SCIiEDL:LE ON SHEET 13) CLASS(SEE 1 OR REOU12-D SpmtE ON yar EXISTING EDGE If I T,GF B.a FOSr4: ' GLASS ('(SEE aN SWEET ...- ...... SIAp If OV SI¢T IB FOR YSA,n oN E O.`-- APPUCABLE EXISTINC B° k'�'� " r _ GLASS---, >•'m.rl l� {q 1 ALTERNATE i .� ANCHOR LOCATION _ EXISTING I H _- _ i' II r - TOx3 4'HEX WASHER HEAD GLASS-',' I r 11 131 15) I / I; Ii ii � it - � •;8�ua+. TOC SCREWS A 12'O.0 •1' •,!'I uri1111 --CONCRETE ANCHORS ___.8 EDGE OF . , • ]' ' - (SEE SCHEDULE ON SHEET 13) A SLAB IF PPUCAGLE EX EIN:,LASS- I EDGE OF---I n :I E OF 7•+ B IF SUB ff I ,if I.` I__{_ EDGE OF APPLICABLE MN SO1Y/gTO, APPUCABU ._...:C, -_�- SLAB If _�-.._-... _ APPLICABLE PCURCD _ L- D.w.�..__J POURED'-'- FLAT---- _ .-. .�i9R BATA 6'Aa I 1 T HEAD CONCRETE ANCHORS a'SFEE•19 FOR I •.-'1 OR •�� POURED- . _ _ .--.__ .._... - _ CONCRETE CO NCRETE (SEE SCHFlUL ON SWEET+1) _ TAT CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS REOInREO RFOGIRFD - E 0.• - (SEE SCHEDULE ON SHEET f41 II; TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. (G) HV CEILING INSTALLATION M HV FLOOR INSTALLATION 1 I;HV WALK—OVER INSTALLATION- DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE It3, SHEET 11 11" I`•* I I {j ` CONCRETE ANCF•CRS r GAS -- u SDAI4V91` J1 _..-_. �. _ I (SEE SCHEDULE.•N (SEE suer -I i SHEET 15) +/••e me 6uu'Ex TA=ca+s/ U 2 EATSTiNG EXISTING AWA .n:•YrA0 % I )- GUSS Ef GLASS v,3v.Mncx ro G IS GLk55 -j ...._.-.y L TFOiWL.OGT Or'141a PoAnn -ir>s<scK�.ur CV-rc.. F ' I — L t�( III I FASip$L4 MS.EIt MENT S Y/ `j _- �I(SQ 1GEPISE GN E S Q !' r N rD'� SV/M1gN M GA•.S I 1/4' aJ ^.C,FOR•LP M 6 /!m MAX 4"O.C.FOR 5PAW5 LARGER THANiS�1•. MAX ' tli I r- 1 �EAmf AT yu� EATFU'ER"FAT— IT GP U _ G _- —.__. N7 Cx314•HEY E. T*' 1 USES NOTE ORS A ,EET•I, i ,AV- N'AS14-R HFAE _ I I Mo. TEK SCPEWS _ ,i SEALx+S I¢t4x3,/4" HE%HEAD I iGu O 12'O.C. TEK SURE o 9"DO OR 1/4"0-20 S.S. M3 CONC4'_TE ANCHORS (SEC _Lc� ;'�1��71 i O j14xS/4"c.D.E � �'i I I i� ( � L.' � J •/4's-20a]/4.55 Yi rl/NUT O 9'O.C. SU1ED.;LF �/ •!4•s-20 WL,TS SHLEI •4) n ,l '2'O.0 EYOIING%ON SSR4CTLRk _ WAA TRIM(DEw"MT EDGE DT ` 17 ® TA c.' _.2-DD.E.DNIV.:` ca.7 1 7/8 _�_..i 7e� - �`LI F - __ $14x3/4'F.H. S.DS. / APPLICABLE" CONCRETE ANC-MS C 9"O.C. �' MIN..• _ PCLxrrD CONCIrt FE POURED CONCRETE- (SEE SCHEDULE CN ON SHEET 13(D, -SEE NOTE 13(b) - _ REOL:REG _ ..• - .. , ,_.___._ OR CONCRETE B•_OCK SHEET 14) POURED CONCRETE_' ON SHEET I ....-._:..------___-__. -_...-- - REl3U1Rm OR CONCRETE BLOCK _.---.•_ -. -._' PJ'_nED .� REQUIRED NcaETE K; HV WALL FLOOR INSTALLATION ;M'r KEYSTONE MOUNTING IN�TA I eTION cUR O i,l i HV WALL WALK-OVER INSTALLATION enAN MAXIMUM A.S.O.DESIGN PRESS WE.EA.-n P,r MAXIMUM 54UITER SPA:e'-O• HV RAINGUARD INSTALLATION t y� NO =>A '^.MNNA710N O%SECTIONS t 11115 INS'ALLATION SHALL BE ' E. D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPE:'-(CATIONS ON SHEET 13j ADJACENT TO AN OKhABLE EXIT • SEE IIMITATIONS OF USE FOR ASSEMEI<,. OR ENTRANCE 9LAOE(LA ON SHEET 19 INSTALLATION DETAILS W/ , ;. HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINEC IN ANY WAY TO SLIT 4NY INSTAOLATIGN. FLORIDA BUILDING CODE(Non Nigh Velocity Nurricane Zene 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. iL E C O �N�. Accordion Shutter System No.44 67�"-'`� ■ ■ ■ ■ V. MADE g1 W/OR W/b KV.WIN( M RLAM ?L�?.(j TIW7 TESTING & ENGINEERING COMPANY American Shutter Systems Y•IA DESCRYTKw DATE DRum ur. Mp L-O s3W H.W.341N.S1..see 305,MGM DIMS.FLORIDA 331 Association, Inc. I OLD 17.107 STATE F /2/20 DATE 7/2/2020 ?9�•. �`- PSP,I<:(3D5)a71-+s3o.Fox (3csjan-Ts31 4268 Westroods Drive 2 °-T,c�000e�OO QO^ West Polrn Becch, FL 33407 3 DRAWING No 'AL TER A TRJTT Jr. P.E. 4 20-164 �''Aiq uONAI �;P'O EAVSIGNATURE/DATE FLORIDA Uc /44167 S SHEET 6 SEE END WALL CONN CTION DE SEE NarFs ON Laacwc Roos®.Hv Loafs Q a. -OUT II —IN r EXISTING GLASS INSTALLATIONS WZ 1: H V AND ALTERNATE HV LOCK 0 ON SHEEP 5. BIDE SIA M OETAIL/NF IS VAUD FOR ALL r/ BLADE W HV CENTERMATES CEWOM470 APPIXATION WITH BLADE(D O ®w©•®w®,©w =---22' OR 2 SEE END WALL CONNECTION r-ETOST1Hc GLASS DETAILS ON SHEETS 10 & 18 a.a I ®•®w®•®w6+6 31/4• 7• 61/2• 7(Bo63-T5 ALLOY)ALUM. - -- -- -- -- - -- ANGLE W/(2)1/4 r TAPCON 1/2- ,, OPPOSING AHCl/ORS TO CONCRETE I I - ©•® SYMMETRYCAL (TOP/BOTITMa)e. CENTERMATES (4)/10.1/2•S.M.S.To TUBE _ /10:3/4•S.M.S.O 12• a CENTERMATES MIN. SEPARATION AT EACH ANGLE. O.C. FULL LENGHT. W1 HV LOCK-�or ES To cuss (TMP) I W1_HV-LOCK or (SEE SCHEDULE 5 v 1, ® w 25'" 35'F" IN 3s)* 3`J' ON SHEET 11) .25.# — - . 10•®° ®+�jw©.©� HVA HVB ©w®w©•OwO�•®w _ HVC POURED CONCRETE OR ©+Q7 '©w©•07 ' - ) EXISTING CLASS O•®O1© ® O-© _ — __ _ ---------_ 70+®w_©_ ®w4�®w I CONCRETE BLOCK WALL EXISTING 1 w $ w � •. _ REOIAFEO GLASS +�� SYMMETRICAL * v '©w�'Q7 •®w MIN. SEPARATION . Qe '®°'®'®°"®•� �Ex1srlNc CENTERMATES 26' IN To GLASS a q a W/_RA.LOCK : OPTIONAL(INTERIOR) (SEE SCHEDULE 1 MN. SEPARATION * ®•®w®•®w�•® ON SHEET 11) TO cuss 23 (SEE SCHEWLE I N OPTIONAL '-- - ON SHEET 11) , _- __ - (INTERIOR) ` OUT ! ---- --- - - - CONCRETE _ ANCHORS O y — -� Ww_IlES 16•D.C. -(D-® I•V V (1 1 _ 6 1/2-_MAX'_SUM II HVD OUT I 23'I _— 5_ On—) H E HVF** FLORA BIIILD CODE(Non High Velocity Hurricane Zone 0=20 711-TEC0,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV,�' L COoN Accordion Shutter System 7 _ ' S S A■ Nv. aanE1 w/OR w/o H.V. wNDay eAaENo.44 6 ---� American Shunter Systems Ev.N oL7aIPBON DATE DRAWN Err: M.P TILLIT TESTING # ENGINEERING COMPANY o ELF +�'�� 0355 N.M.3eM SL.Ste.Ms.voom DARDUIS.nORa 331E Assadatlon. Inc. 1 OLD 17-107 1/ DA1c 7/2/2020 9 F PAar:(305)871-190.F.:(305)B71-1331 4268 Westroods Drive x • _"'61:tilt..e.ol.rwll DRAWING No P.. �a cA 000a71s West Palm l3eoch, FL 33407 a 20- 64 �CSO`;•Lr WALTER A 7ILLIT a•.P.E. AAn1NNLNL SIGNATURE/DATE FLORIDA u.. .+,87 5 SHEET 8 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCKQy HV MALE/FEMALE " " LOCKSC N TES 215; LOCKERS 7 W 1 HV BLADE DID WTAEE.ON SHEETS 10 t 18 INSTALLATION '1' HV_ BLADE oU7p IN '?�°°�"�"`` �ApEQSLICM DETNL HVF.INDICATED ON SHEET 8. WJ HD CENTERMATES Al As wnL As uNNERSAL nOAnNG BLADE(2)DETAIL M011 HDD-NVD. INpeGTFA ON llis SHEET,NAT BE USED THS ALTERNA- ®a©O'b°'� ®" NSTK 1aN oETA Hvc s 0MN N TNS SHEET. SSE EN0 wt CANNECT1011-- - ®a®•®.1©•©w DETALBS ON SHEETS 10 t 1■ e0s3-i.IYED,Q I .. :35'•* - s 35r# wrAtt I u°,- -- __-- (oPlioluLt �4) < � /,D.3dA-Sass M n• --—-- — __ IN G.HULL�. * IN (.)H.V. �.� ©0 HV „T" ON 5(T».) a s:e•. 7���. PEa MP) T..4.Q - _ ta¢acTImMA S �L LOCK (INSIDE) , -� —@) { — - (33 OUT 3�aR 3�Y'• * ,g3, 'R Do@ 31 oR 32) r33i 31 a 2 © 1/4" 0-20 x 1 1/2" S.S.M.S. 34 35•a OUT IaPT,DEMp HDC HVC #SM RM E MR NM tCut®• w/ 7/8"0 x 3/32" WINGNUT. (�+W DB-HVB r Laa,oN S*IT s. • SYMMETRICAL HD_CENTERMATES ©0 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES !13!L.LOCK XTERIOR) W1 LOCK (INTERIOR) t SERIES asµ AUAYIRAa (2014-T3 ALLM LAM2 HINGE THIN ®a©•O•"O"'�•®� SIE7 NUMM,awn IF Da20. AS MMIUFACTURED BY AVDEL CHERRY TEWE .PIRSWENY.NFw JERSEY ©-�] •©a©•O'®°' 07054 OR EQUAL_ ---- m �sa NOTES ON L)00NC ROD:®t ND®Lno,s a:s,cr 3 MYA FOR ALL 6:Nff3YQES APNICNIONS aRN fi1,OE 0� HDD-HVDss FLOATING STACK FUN CODE(Non High Velocity Hurricane Zore 02020 ILTLCU.INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA H V--: ',,P� ✓9: A S S A Accordion Shutter System �`= Kv.euaE#1 w/OR w/o Hv.YNNDON BLADE N0.44117 AmeMcaa Shuftsr Sysfsms REV.lk DESptl►TION DATE ORAMN BY; MP * •. TILLIT TESTING B ENGINEERING COMPANY AnOc(af1011, Inc. , OLD 17-I07 ./2 wiE: 772/2020 /"/� ow X.M.3BM.St** 5M.305.VPtG M GARDENS.nNOaV 331a 4268 Westroads Drive 2 's o'•- STATE PNRn.:(30s)e7,-s30.Fox;: (305)87,-+s3, DRAWING No --0:tw.Cft.LCOM, West Palm Beach, FL 33407 s 20— 64 "CORD .:�'�` a-0p06710 'i ,�••.. WALIER A-TLUT J,P.E. T 0NA ��1``�SEAL/SIGNATURE/OATSDA L`.r w,67 s SHEE9 0 POURED CONCRETE POURED CONCRETE POURED CONCRETE •POURED CONCRETE OR OR CONCRFtF. OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REOUIRED r . r / EXISTING GU55 EXISTING GLASS L_ j EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS r-� 1 � ( = 2•MIN. '� J� O 1B"O.C. _ ( MR TSEPARATION J ) _ - I" - A },? 2"WN.' TT 7 TO GLASS(SEE T-' MN.SEP"TION gp�E ON SHEET YN LASS(SEE i I y SS SEE ••I 11 FOR MADEMA1D I ON SHEET ' ' TO a,Tss(SEE CO MIN.EO 70!SASS(SEE I I SCHEDULE ON SHEET 1/16"x3"MAX. 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I OLD 17-107 1/2/20Z L1ATE: 7/2/2020 STATE _ 5353 M.N.Jew 5L.$N.305.v1WAIA GA110M.rUMIDT 331614268 Westroads Drive z TMw.:(305)871-1530 Fm:(305)971-1531 DRAWING No OAFS Ft0RI IP.. ��f!� .-rt W 6n..e.d.com West Palm Becch, FL 33407 3 20— 64 CA-QM719 Iy •" G WALTER A 11LtrT Jr.P.E.S,O SIGNATURE/DATE FLORIDA LC. H1S7 5 SHEET 6 10 OF 20 SCHEDULE 41 SCHEDULE A2 lwaff LF N3 MAXIMUM SHUTTER SPAN "L+" OR 'L-" MAXIMUM SHUTTER SPAN* 'L+" r.AXIMUM SHUTTER SPAN'k"L+" ft (ft.). FOR INSTALLATIONS W/ OR "L-" . INSTALLATION TES ® x®or or ( ) FOR �R 'L ETRI INSTALLATIONS INSTALLATIONS W/�p�� W/ CONCRETE& WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or (D or or f g WY ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®WJ NO LOCKING RODSS or ONE HV LOCK �: or or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES $ W/ ONE HV "T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B. C. D. E. M. N, 0, P, 0, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TW LOCK N RODS®TOP & (SEE NOTES t,1`T)® ODS MOUNTING F. K Ac L R. S, de V. (VALID FOR MOUNTING(El (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES j,tti SHEET 7) FLOOR JCEILING G. H. I, 11.J T. U, INk X WALL MOUNTINGS(TOP/BDTTOM) OR FLOOR/CEIL NG: _ CONCRETE&WOOD INSTALLATIONS CONCRETE tr WOOD MAMM CONCRETE MOUNTING g M GIVEN A E SITIVEMAXIM A.S.O.N SIGN'L+*PRESSURE RATING, ASD.WRE 'u'0'°tea t AS'0'�''11 INSTALLATIONS DETERMINE MAXIMUM SPAN l+'FROM SCHEDULE. E1RATM WALL MOUNTING ROOR/CEILING 141 WAIL 140UNIING FLOOR/CEEING MOUNTI IG M+� MOUNTING M�AT"1.xta) FUMR/COUNG MOUNTING OR GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, (+aR-) _ _ _ L� _7 N OR_7 RaORR/M,Yy MOUNTING DETERMINE MAXIMUM SPAN t-`FROM SCHEDULE. L+ (lU -I.-(a) L+ (0) L-(1t1 If (Q l-(It) L+ (U L-(IQ IN MAXIMUM SHUTTER SPAN •L+"OR 'L-"FOR 30 OR lEI 16'-0' 16'-0' 16'-0' 16'-0• 30 16'-0- 16'-0" 30 Is,-0" 16'-G' INSTALLATKINS INTO W000 SHALL BE LIMTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE , 105 Per.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+"AND "L-'. 35 14'-10- 14'-10" t5'-2' i6-0 35 14'-10` 14'-10" 35 15'-2" 16'-10- 40 13,-10• 13'-10" 14'-2- ' 15'-2" 40 - 13'-10' 13'-10" 40 14'-2- I 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -- .- - - .' _ .- COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1' � 13'-t' t3'-4" 14'-3" 45 13'-i' 13'-t' 45 t3'-C' 14'-3' t HV CORNER CENIERNATE 43 MAY BE USED AT ALL .. -. .__ _ .. W/FLOOR/CEILING MOUNTINGS: 50 12'-5- � 12'-5' 12'-B' 13'-7" 50 12'-5' 1 -12'-5' S0 12'-3' � 1}'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 1t'-10' 11'-10' 2'-1' 12-,1 55 IV-10" 11'-10' 55 11,-1" 1V-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 42 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE I _-. NOTE I5.SHEET 5. RATING:60 11'-a' 17'-4' 11'-7' 12'-4' ISO 1 -4' 11'-4- 60 10'-2` 10'-11' 65 10'-1D' 10'-'0' 11'-1' 17-15 65 10'-10" 10'-10" 55 9'--5" 10'-1" Ll+= MAX. 1 70 8'-9' 9-4' L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 to'-a" 10'-6- 10'-9' 11'-5" 70 10'-6' lo,-8' L2+a MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 t0'-1' 10'-1• 10'-4' 11'-1 75 10,-1' 10,-1' L 75 - 8-9' 1 tt EXCEPT THAT MAXIMUM SHUTTER SPAN-L+`OR INSTALLATIONS. 80 9'-10' 9'-1D• 10'-0' 10'-9' 60 -j7--- 9' 10" IN AND MAXIMUM A.S.D.CONCRETE OR CONCRETE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSJRE -_ .. -.__. -_._-_ ... _._. INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 85 9'-8` 9'-e" 9'-9' j 10'-5' _ 85 9'-6" 9'-6• RATING: 90 9'-}' 9'_3• 9'-5- i ;0'-1` 90 9'-3' 9•-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1 - t- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0 8'-9 9'-2' 9'-10" 95 9'-0 8'-9 I_ _ LIMITED TO +64,-72 p.a.f. AND 8'-0' SPAN. SEE L2-a MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 _8'-9" 8'-4' 9'-0" ! 9'-7• LOD 8-9- 8'-4• MOUNTING MOON SHEET 7. INSTALLATIONS. 105 _ 8'-7" T-11' 8'-9" 9'-4• 105 8'-7- 7'-.11' 110 8'-4' 7'-7' 8'-7" 9'-2' 110 8'-4• 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - --- - - MINIMUM BETWEEN L1+", Lx+ "L1- AND 12- 115 8'-2' -3 W 8'-1r 115 B'-_2' r-3" SEPARATION TO GLASS SCHEDULE 120 8--0" 6'-it" 8'-2" W-9_ 120 8'-0' W-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-a- W-0- 8'-S" 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' ! 6'-5' T-f0' 8'-1" 130 _ T78' 6'-s• WIND ZONE PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR .__. _ MINIMUM SPACING. 135 7'-7- ! 6'-2- 7'-9- 7'-9- 135 7'-7' 6'-2" SEPARATION 14G _ 7•-5• 7 5•_11" 7•_7" r 7•_6: -710 - 7•-5• I s._,,. ASTM E-11 145 -7-3" I 5'-9- 7'-5" I 7'-3" 145 T-3' ! 5'-9 TO GLASS .. 1.56_. 7'-2- 5'-7- T-4- T-o- 150 7-2- --- 155 7-0- 5'-6= i`-V 6'-e' 155 7'-0' V-5- 1 THRU 3 1" 160 - 6'-:1' 5'-2- 7--1' 6'-7- 160 6'-11" 5-2' 165 C-10" 5'-1" 7'-0• 6'-4'- 165 6'-10" 170 6'-9" 4'-11" W-11" -8'-2' 170 6'-9" .._ ---._. .._ .. 175 6--7- 8'4'-9' -9• 6'-0- 175_- --6-T t _4_-9` -- 180 _ 6'-6" 4'-8' 6'-8 5'_,D" ,6D 6'-6- .' B- 1.% H V BLADE 185 6'-5' 4'-6' 6- 7' i 5'-B' 185 G'-5- 1 4'-6" 190 _W-4' 4'-5' 6'-6- 3'-6' 190 6'-4" 4'-5" 195 6'-3' T �'-3'-- 6'-5' 1 5'-5- 195 6'-3" 4'-J' 20) 6'-2_"_r 4'-2' 6'-4' I 5'-3' 200 6'-2' 4'-Z" 205 6'-1- 4'-1" 6'-3' ' S'-i" 205 6'-1' 4'-1 Hurricane Zone, E2020 ilUECO,INC. ®2020 EASTERN METAL SUPPLY.INC. BERTHA HV-'4 o ASSA y �'`y'P,• `e N '�9�= � � � Accordion Shutter System ' HN.BLADE/1 W/OR W/O H V.WNWN BLADE 8 N0. '1 --�' American Shutter Systems 9EV.Nc DCSCWIaN PATE DRAM 1W:M1CW.LG. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS: CONCRETE OR CONCRETE BLOCK SUBSTRATES AAD DOM NEGAINE PRESSURE RAM AND A Cd3iESPONDNG NOLs1IBIG TYPE FOR CONCRETE OR CONCRETE B(_Trx INSTALIATIONS (SEE MOUNTINGS F,G.a M ON SHEETS 6 A 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUND)op11aE1�/oD11]•TE I IDOT ►at=marl[ (A) TO EXISTING POURED CONCRETE:(Win.(c - 3 All) Wwwo @WALL SILL MOUNTING ©CEAJNG MOUNTING @FLOOR MOUNTING - 1/1"a ADVANCED TAPCON OR TAPCON WITH ADVANC THRF"ORM TECHNOLOGY ANCHORS,AS YwuFACTURED BY I.T.W.BIALDEX.(Min. TIC-3 kS0 SPAN �+ -SPACING I FCRN^. - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT a SPECIALTY COMPANY. (Alin. rc 3 kai) (FL) kSJX DESIGN MWK NM69b:W110!W-)k5-- DESIGN NOGI IDE FRSSIIE AGING kso.DOW NbaAfIlf PM3w 0016 IT.) - - --1 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTU1E D BY FLORIDA FASTENERS DIRECT.INC.(Mtn.t c-2 w) 30 40 60(75 90 120,160 205 30140 601 75 90'120 ISO 30 40 f 60 757 90 120E 160i TAPCON OR - I/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT a SPECIALTY COMPANY OR M/1' t4 12 10I 9 B 6 },5 14 f2 10 9 e 6 6 0 14 1 I 8 TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC.(Min.Pc -3"i) THREADFORM TECHNOLOGY 14 12 10 9 ' 6 B { 1 14 12 10 19 e` e '8 •! 1� 11 10 ! a ■ e i 6 ALL POINTS SOLH)-SET NOTES: Q t1 12 10. B a a • a 14 /2 10 0 a 8 I a 1• 14 it 10 9 • • a t 5 TAP W/CAP Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER, 1{ 1T 10 9 8 a • 7 14!12 f0 0 1 a I a e 4 14 LL tC • • s s s' - ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 12_10'9 6 7 a,6 1.5114 12 0 t _ _a a • 14 12 f0 9 8 • IT _ Tom+ /4 12 /0 9 a s •_ 0 1{ 11 10 O a a T 8 {a 1{ 11 10 0 e l•1 IT 5a 4'-0' (- - 1 - - - A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOLID-SIFT ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE NO EMBEDMENT t4 112 t0 9 a • • ♦ 14_ 12 110 9 e' e 6," 1{ 1! f0 9 8 6 4 133 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUDIED EXIST,AND 14 12 10 a :-! a {.■ 14 1f TO 9 8 a e ea 14 12 1• 9 e e'a 4b 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 i5.3)SD - 14112 Ia 9 a'_a_'_• ■ 14 12 t•i9 a 7 SS 4 •SEEu tpN3v usE ELO f1 12 7D' 9 ' e e I•_ • 14 t2 t0 9 a • a as N 11t10! 9 'a 1 S • 4a aAnE ��f9 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAIL OR FLOOR, 14- 12 10 9 a 7 4 - 14 72'10_B l d •,8_ 8 bA 74_:7T,10 T_8_&3i 8 ].5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12',10 9 8 73.45 - 11 12 10 9 ! a 0 43 14 f21101 9 1 a 43 % NOTES A1)a A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUr METAL STUDS CONSULT THIS ENGINEER-FOR 14 li •.S 7.5_63 43 -_- 14:12 10:9 a_73 S9 • 14_,12 10 9 8 • 43 i]S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 8'-0- 14 12 lad 9 B B 4 - 14 12 10 9{8 a t•?S 14 II'101 9 8 4A 5 33 14 71 10 9 7.5 5.5' 3 - 14 12'10 5.5 7 5.5 4 1 3 14 112 19 '6.5;53 4 3 - (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 13 10 9 8 e 14 12 1 10 9 e '6.3'a S 74 t2 17D'e3 a S 4 - !/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANJFACTURED BY I.T.W.BUILOEX. 14 12 a 85 5.5 3 - - 14 12 t0 9 e 1&$ 4.5 33 14 12110 a 4133 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINT'S SCREW,BOLT& SPECIALTY COMPANY. 7'-0. 14 12'10' 9 8 8 - - 14 12 i 10 19 8 1 7 1 a 4 14 12 10' 1 73 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 a 65 ♦ - - 1{ 12 i 1 7.3 a 43 33 - 14 103 7 1}S 4�. 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT a SPECIALTY COMPANY OR ANY 14 11 1101Ila'7 4 - - 14'12 t0 0 73 SS • - 1{ 12 Y 1 7 7b OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGW SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 45 - - - 14 t2 10 0 TS Sb 4 14 11 a 7 a NOTES: 8.-0- /4 12 10 9 a LA -+- 14-12 10�0 818 4 - 14 12'10 a'a3,S 33 _t M 11 12 03 7 fj9.3 3 14 12 a 6.5153�4 ] - 2518.5 6 ' 3 1 3 -1- 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCPN,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS i5 1 1/4'AND TAPCON 14!12 9347.E I e -t- 14'12'a B 85)S 2- 12' 6 5 '6.5 4 _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 7-. 13 to a3I S 33 -1- 14 L 12 10 a 6.5 S i- ^ 14 12 8 65 5 4 - - B.2) MINIMUM EMBEDAEM OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9.�D. 14 12 10 9 e - - - 14 12 10 9 75 43 - - 1a•12 65 7 5.5 ♦ - - EMBEDMFM INTO STUCCO SHALL BE PERMfT1ED. 1/{'0-20 S.S.MACHINE SCREW USED SHALL BE I 1/-LONG MINIMUM SHOULD STJCCO U 1113 73 a i'1 1- - - t4 11'7'5.5 5 3.3•- - 11 a 55'4.5 3.5 - - - FXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 1/-11 • a3'4.3 - - 14 72�0.37 55�4 - - 14 710.57 'S.5.6'45'.15 14!a3(35' 4 - - - - 14 72 0 1 7 a 43 - - 14 11 7 5.5"4.5 SSA- - B.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXIS'TNC WALL OR FLOOR, i,1 10 9 73 - - - 14(12 f0 a a.6 3 '- - 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINLSHES.ANCHORAGE SHE'LL BE AS INDICATED ON 14 10.5 7' a I&5 - - 13 9.5 63 ! 4 3 - - 10 7.3, 5 4 3 - - - NOTES&1)a 8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 ZS 15 - - - - 14 1115:0 1 • •5 -• L6 13 6 5 4 4 - - FOR ObTALLARON INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 8 5 - - - - - 14 12 8 :a3 Sa'1 1- 13 10 6,5 S 4 3 - - ' 11'-0- 14 12 10_- - - - - 14-12 1 9 7 • 4D - - 11 1LL3 7 -5.6 4.S (C) ANCHORS SHALL BE INSALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. .2.5 9.5 5 - - - - - 12 9 6 1 45'4 3- - Y 7 .4.5 3.5 14 10 7 - - - t4'1 O.S' 7 Sb'48 i- - - I.S.ad 55 i.a 3)S - (D) SEE SCHEDULE BELOW FOR EDGF DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 14 t3,7.5 ♦ 3 12 1 5 4.3 { - - 12'-Cr 14_12 10'- - - - u 12 6'85 4E 13 10.6.5 5) 4 - _ _ �I)S1E1R`TANCE VERStL$ $P_r _G_$S.NED_45.E-FQg H9.R�S 1.3 5.5144.- - - - - 11 8 1531 4 -. - -1- IT 6 4 r 3 _ - -�- MAXIMUM ANCHOR SPACINGS ARE VAJO FOR EDGE DISTANCES INOICAT�BELOW. FOR E.D.LESS TWIN THE INDICATED,REDUCE ANCHOR SPACING 3.5'9.5 a - - - I- - 13 0.3 S • - - - 03 8 3 BY MULTIPLYING SPACHC SHOWN ON SCHEDULE BY T4E FDLLOWIIG FACTORS. 9 6-5 - - - - 14 } ] 55 - - - 11 as b s.6.].5 - - - REWCm SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDKiA1FD FOR FKN ANCHOR TPE to 12,- U 11.5�T5 6 S - - I-_ 12 I• '8 4s.4 - i-'- FACTOR TAPPER+ 14?12 - - - -'- 12�t 9 67 4.5 - - _ _ a1 7 s 4 - _1- - EDGE TAPCON HREAADfURII TEDINOLABY ALL POINT SOLID SET BLUE TAP W/GAP --- O.5 a - - 73 ACTUAL - 23 aS - - 12 9 6 45 4 - O.S - s - - - - - - ttz5,5 4 - DE OR DISTANCE -. HAS 53 I.S. _ '_ _ _ E.D. MIN.SPACING-J MIN.SPACING-3' MN.SPACING-3 i/2' MIN.SPACING.T 3 3/4' 4' to 73'- -_ - - - - 9 7 '4.5 35'- - - - 7 i a s ] '- I-'- - TE DE w POURED CONCRETE III ICIa•D mrc�cTE 00"ORM■mL cor TE s roNaEn cbiNa�TE a FOAM DaomE aaaDE aDa 13 i1 a-3.5 4.51� - - - - •i as 43 - - - - - WINDOW CONCRETE.�Y G 1■l ED.-3 I/r MR EA-21 UK Ea 30.7 YG'K CONCRETE BLOCK MR.En-3 IT MR.E0.2 I/r -_ -..- - - 1- . a . .- _ ' ((__ OA a . - - - - BLADE WORKING - 03o I 15'-O L• -1 ._ _• as f3 1 i3 s ' - I I- - - _2 1�- --- 031 1.0 --- - _ - - - --� - --1A _ _ _ t0 0.7'a tD _ . - - - _ -..-, . : IN UNISON ♦ _ 0.71 - �. 10 1 18'-0 T 7 7:: - - I- - 26 93 1 f0�73 • _--__ a a a 4 '-I _'_ _I_ 6 4.S 31/2- 0.35 - 838 7 5 - - - - 1- a 6 '4 - - - - - FLORW BUILDING CODE(Mon High Velocity urricone ne' �I�Ii11NI1L:���Y x 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. `AAAA l{{NA P., ...• .,r�A, BERTHA V-M '�```� v� F'•.9 - 11 W/OR W/b RV.ve S S A Accordion Shutter System No.44 67 /7i-LTEC O N c. A■ ■ ■ ■ RY aAIDE wOW aACE Arnottoon Sh~ systems EV.Nx DE9CWTNTM DATE I W MN BY: MD �etp TILLIT TESTING & ENGINEERING COMPANY a3ss N.M.J .SL Ste.305.NRCMM GAIIDFJNS.FLORIDA 3315 �oclaflon. Inc. I OLD 17-107 r/z/ are: 7/2 2020 STATE F � 4268 Westroods Drive 2 Phor4:(307)071-15W.Fox:(305)071-1531 DR P' �' a-weir.meaooaol.<o1n West Palm Beach. FL 33407 3 DRAWING No G-OOOfi719 20-164 �i�FS '•..... .-•• WALTER A VLLIT Jr. P.E. 4 FLORIDA Lk.1 44157 3 SHEET R�`IEA�/SIGNATURE/DATE 6 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ! A S n DESIGN N E aTIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1,J.K e L ON SHEET 7) POURED CONCRETE PGAIIIIIIED CONCREtE 1t:BOt'aC 1 .1 WALK OVER d< 1.7RENw �-HORS SPACING F D `3/4f MOUN'AGI QJ RAINGUARD YOl1NTIN0 ®MMLL/FLOOR MOUNTING ©WN1./WACK OVER MOUNTING - uss11 MW K ROSSIII!A0110 OLCO1 NEDOME N$a6E RAeQ DL901 tEGT54 Px1s5LRE tMRVC OFSiM NEWM 1 a15 x E b70C r1 TAPCON OR (e) _ TAPCON WITH ADVANCED 30 40,60 75 i 90 1120 1001 _- ]0 4O 160 175 00 j120,16013* 30'40 100 j 75 90.120;1601205 30'40'60 75 90 120 150 205 THREADFORM TECHNOLOGY 14 12 to 1 tt +2 12 1.S _ 7 7 ':.5.s .15 s 5 5 5 ALL POINTS SOLD-SET 3'-0" /4 12 10 9 }0 6 '6 1.6 12 12 12 it 12 12 •.a i 7 7 7- 7 7" 7 '7 7 7 a 5 5 5 5 5 'S 5 -- L'RUSSi4'12 10 9 0 1 II 0 6 12 12 1!112 O.b 0 e i45 7 '7 7 7-'7 7 7 I3 3 S S %S 3 '_a b / BLUE TAP 14 i! 10 f 'e e -a 12'12 12 12 12 .10 74 ! �7 7 7 "7 17 7 7 5 S 'S 5 'S S b 5 TAPPER+ 14 1 10 a 6 B 6 1! 12 1! 12 L.1!le/ 1tb S 7 7 1 7 7 1 7 7 IS3 1 4 0 S f S 5 1 5 s b_ „ 14 12 10 • 'D a 6 "�U 12 it i2 13 10a 7 SS 7 '7 7 '7 ,-7..I 7_._7 7 6 5 4-O 14 12 It 12 9A 8 1 4/ 331 7 '7 7 j 7 '7 7 0.5�6 / '8-I1S .5 3 3 f7 6 I4 13 19 9 e a 'e- • 17 1a 12 f2'to 7S ttA 4 7 7 7 1 7 7 7 7 6,a 6 s 5 s 'd ' s u to 9 a c e Le ,: u u t+ 9 7 + 7 ,7 7 7 7 ssI 4- 3 s_ a -s 1 5 5 15 4 1i u to 9 6 a 'i�9 12_fli -2 1ti17aiSt}. 7 '.T t :7 7 'Tf7 7 b 5 sl5 S'-D� 1•11210'9 �B a "6 01212�Ob 17.51e 13�3.5 - 7�7 7 �'1 77 5 �336I5 bl3 'a 'S 5 4 14'12 IQ i 9 a a 6 -a 12 1! 1:1u e a 4s'- 7 '7 7 7 7 '1 tae s-?a 1-s a s 16 s a- 'e SEE ANCHOR 1{ 12 10 9 I a a 6 •_I2 12 113 9 73 5.5 4 3 7 7 17 .7 17 IA'1 - a 6 1 0 5 -3 4a'3 - SPEOnCATIONS l4 tx'10'9 1 e a e-- Y 1z -12'u '/0 e e 4.5 3s 7 '7 T 7 ] j 7 '7 7 s j 5 s 's s s 6_t 6 ON SHEET 13 to 12 10 9 8 a 6 0 12 12 e 6 5 4 3 - 7 7 7 17 -55 4 a 1 8 a 5 5 5 1 4 ] 1{ tx1019 6 a I6 t• 1212 'f0 B 9.S i5 '.75.- 7 �7 77 7 814.51- S 5S5 554a - 14 12 10 9 a a- 6 0 12 12 10 a B5 i 5 J3 - 7 7 7 '6� SS 4 - 5 3 S S 3 a 3 I 11 12 1019 e 'e4 i"uiziz;6.5 ) IS 4 3 7 ] '7 7 7 77 s s 5 5 'S 5 5S r5 r� 14 12 /0 9 e 0 • 6 12.10�a3 5 43 13 - 1 7 7 7 +S 5 3 - 5 'S 5 5 '5 3 33 3 fs'12'to'9 'a is 6 a i2 tt"e.s'7 '51 ♦ 7 7 7 '7 '5 ' a s s s 1 5 5 4 Z 0 VALID ONLY FOR UP TO +70, -75 14 12 i0 9 e e 6 - 12 1: es 7 5.s_4 3 - 7 7 7 '5.314.5 3 a s 5 i.3 u - - PSF AS.D DESIGN PRESSURE th-0. 14 12'10'9 '6 e-e - 12 12 :os 7.5 6 to 3.6'- 7 1 7 7 '7 'T i 7 '7 '-4 d ;3 s 's s'S S s RATING & FOR SPANS PER 14 12 10'9 'a I a 6 12'9 a 4.5 j♦ 3 - - 7_ i i i U 4 '- - s s 's 's 5 4 3 SCHEDULE d3, SHEET 11 14 12 10'tt 'e 'e_ 6 12-n 73 a s 17a - 7 7 7 73 0 s.d'- s 5 5 '3'15 4.5 - i- 14 ,2 t0 9 D! - - 1!11A•73 6 5 53 - - 7 7 0.5_ { - - 3 i S 3 a 4 3 - - 14 12 10 9 6 ■ 1- •- 12 12;93'45'53 { 3 '- 7 7 7 7 7 7 6 3 5 S 0•�• 14'12'10'• ■ • '- - py(A 5 '4-'3S'_ 7 ? 7 0 5 35 - - b 5 14 12 10 9 a a It 6.a 5 4.5 - - 1- 7 �7 7 65'"�- - -b 'S `S S 'S "1 14 III 10 9 a -• (- - 12 1" 15 43 13.5 - - 7 1_S,a 40. _ - O,-0 14 I2 10 9 '6 _e - - 12 11 63 6 'a 7.3 - '- 7 '7 7 1 7 '7 '7 43 - 5 'S 's 'S (S S a ,43 14 r 12 10 9 e a - - 93 1 7 4.5 SS 3 - - 7 7 7 5.S •.a - - - / S:3 _S t4a'1S - U 112 l0 9 9 6 - - 12 • 6 s 1 - - - 7 7 7 '6 s�'- - b 5 S 43:b 1- - 14 12 10 9 _B a__ - - 12 1 6 6 4 13 1- - 7 7 S 4 ] - - - S t S 5 •4 33;- - 1'-0 14 12 10'9 6 T E - - 12 110 7 a3 i{.a(>a - 7 '7 .7 ,7 17 .7 �3.6- 5 s 3 a s s T s 'f ,4 12 30�9 a e '- 11 8 5 4 3 - - - 7 1 . s i4 _ a '313 n 4 3 := :1 HV BLADE ONLY 14'12'10 • eta '-_ - n 'e 'Ss'4 - - 77Y(aa4s'- }- '- a 'sts -al{s = - I s+ 12 w • a � 1s B.5 Ss 4s 3s - - - 7 a,I �s - 1- - - s 5 as I - - tz'-o 14 12 tw'0 e - - 12'9.5 6.5 5 4 3 - i" i 7 1 7 0 '3 _ s 'a s s s_Ib '/819 /{ I2 10 a 0 _ _ _ e 6 '4 3 7 7 'S5 4.5 3.0 - 3 r a 'S 43 • 3 11 12 10 1* • t- to 7.5 5 a 7 /7 !B 5 0 s 'a s 1 9 - - OS 8 5 4 33 - - - 7 :0.5 43 - - S s {3 116 54t2 13 0.5 B i4A�S.S 13 - - 7'7 7 '7 7 {a - b S 5 I a 3 0_ 4a13-0J14 11 12 1D 9 0 - - - 7 33 15 3 - 7 7 'S 4 ] - S s .s L] Z. - 14 tI 10 9 �a- - • 7 43'.7SI- '^ �- 7 7 SS 43 - S S S '44. ♦ - 1, 12_10 t 9 - - - - 10 73 5 4 ,3 - - - 7_ 6 4 3 "- i- - 5 5 ,4 3 1{'12 10 Y - - - - 0.5Ie 'SS 4 .33 - - - 7 7 7 7 7 "4 - - 3 5 ;3 5 S 6T{ 3 14'- „',2.10 e '- _- '== I3 '3 '_- - - - 77 -5 ;135s.i.5 �� _- 14 12 10 • ' 165�4 7 7 's • 5 e 3 '4 ' 14 12 10 - - - - - 7 4.5 3.5 ] - - - 7 S`. 3.5�- - - - - 5 S 1S S - - 14'12 10 --1- 10'73 5 4 J j- - - 7.17 I7 7 7 �3-5 '- 5 5 S b Ib 5'��2 14'12 1a - +- - - - • 4a 3 - - - _ - 7 7 4.5 r7 - _ - 5 'e 43 as 11!12'10 a 0 4 � 7 �7 5 1 5 5 ;a 4 - t4 /2 10 - - - 7 S.a a.6 - - . - 5 a - 14 t2 ,0 A -7- {,0 3a 3 - 7 7 T 7 6 3 i- '- 5 S 4636 16'-0 7T is _-1-_ _ 7 75•4.,;- - •- I- ._ S s g..0 - - t4 78 se 761- - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ` jwltlltll 7 02020'iLTECO,OIC, ®7020 EASTERN METAL SUPPLY,INC. BERTHA HVTM v c: ShutterIIL EC K WOR � MBLNX7 O S No.44 American Shutter Systems 11EscrPrla wa ,Or MY *: * TILLIT TESTING d1 ENGINEERING COMPANY STATE F 4V ♦353 N.W.31Ka.a.,st..305.VMQ-WDEN5.1LD1e0A 111• Association, Inc. , OLD 17-107 7/2 Me 7 z 2020 '•.• = PIw I:(305)071-1530.Fa.:(305)971-1531 4268 Westroods Drive I DRAWING No F�O S uuW - West Palm BeOch, FL 33407 :� . tORI -O79 20-1 64 WALNA �°AU�0 LLFT 467 3 SHEETEA/SIGNATURE/DATE 114 OF 20 MAXIMUM A.S_D. DESIGN PRE=RE RATING a f)AND CD RFSPDNDING MAXIMUM ANCHOR SPACING (jay) SCHEDULE FOR A GIVEN MAX_ SHUT SPAN. NEGAIWE A_S_D_ DESIGN PRESSURE RANG AND A CORRESPONDINGLTN'T MOING TYPE (SEE MOUNTINGS ON SHEETS 16 k 17). S U EE3 S T P2 A-T E= r: N o. SPRUCE PINE ­SPIRRE PINE SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W MIN.G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD eq W/ W/ MIN. G-0.43 w/ MIN. G=0.36 MA>a.Iw A°"/1 1R7 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COUNG MOUNT T M. N. O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.D.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&v S&v S&v �[1m 1[pB 7®Ic M1i 4+l4&MomnoKwxw S9.em1MKR®QRMG 4d S6 Imam MMKMW(AO S3MW=K 14510E RMCIp)LL TOMMMH OEMINIM :C 00H101oc RIORKSMw 30 i40 60!75 90 05 30 40 1 50175 190 t05 30140 60 75 90 05 30 40 60175 190 v05 30 1401 60�75!901`.05 30 140 1 60175 90`05 30 140 60':75 190'105 30;40 60!75 90 10`,JC 40:BO 175 ISO 65 30 40 1 60:75 190 05 -0'oR LESS 1210109 1818 6 6 66 6 '6121070,9 `B 18 6 6 66 '6 �6121t0t1109 8 8 6 6 8616 '.6 6 5 ' 44 4 '31212.12'1212 I1; Ii i 12'121121121212121211211212 4_U- 12 10;10'�9 8 8 6 �6 616 6 6 1210�10'9 :B '8 6 .6 i 6 6 16 6 12 �10I to 9 6 8 6 .6 6 6 6 6 6 5 44 4 �J 12 12�12,12 12112 21121212112 j12 12112 12112:12 112 5•-O• 12 10 10.9 �8 8 6 6 6 L 6 6 15.5 12 10 1 10 9 0 1 8 6 �6 6 1: i 6 5 12 10�1019 8 7 6 6 i 6 6 i 6 �5 6 5 4 4 `I{ 1 3 12 12;12 12 12 1 �12 1: ,2 12 12 12 12 j12`12 12 40.5 6'- . 1210109 .H 8.56 �6 6i6 �5.5 j4.5 /2�10I t09 �H 15 6I6 � 6 .55 ,4.512 f0!10�9 6x.58 6166I514.58 5 44 �3.5 -_ 12�12112�12121 I7212 121.12�1212 11212 I1210'8.5 )'-Q- 12 10 10 9 F.5I4 8 6 6 ..5 4.5I4 12`10 10i9 �5 �3 6 i6 18�5 1 �3.5 12 10�10,7 3.51- 6 )6 8 5 4 13.5 8 5 f 4 1 7- 12 12112 jig 12 1 t: 12 12112 12`'10. 72 12 12 I10.51H.5.7.5 ._ - r I B'-0• 1210 107.5=.53 6 .6 6,5 4 ,3.512 i10 1016 3.5'- 6 81SH53.5 } 12 10 10I4 - 1- 5 6 SK5135�'�3 8 5 4`- - - 1212((7212 i121 11)121212 1119.512 172 1.59 7.5�6.5 9'-0• 1210 f015 ''.S - 8 .6 55453.S:J 1210 9'4 - - 8�8 `45:t J- J 1210 4�3 8 }8 �4.51 :3 3 8 5 3.5- - - 12 112112�1212 IC t71212 1.5958.51212 10 8 55.5 12101.541 - 6 6 54 3_1- 121016 3 - - 6 6445.3 - 12 10 3_ - - 8 !8 4 1-1 1-18i5 - - - 12112112�12 1595 1212�12 j:0.5857.512112 9 7 6 5 11'-0- 12 101.5.5. - - 6 6 4.5 y- 12 10'4.51 !- 8 55 3.5 - - 12 10 - - 6 5 4 - - 8 1115 '- - 12 12 12112 10 &5 12 12!12 9.5.8 7 12 12 8 6.5&51If 4. 12-0' 1210 4,5. - - 8 8 1 - 1211013.5' - •- 8 5i3-5 - - 1210 -f_ - 61S 3._S- 1- - 815 - - - - 121212 F1 9.S8 12i 2i11857 6 12 151756 514 13'-D' 12-10 - - - 6 6 - - 12 10 -� 1- - 8 45 - - 12 7.5 - - - 6 µ5 1- 8 45 - - - 1212 121I0.'8.57.5 12t10 8 6.55.512 05f7 `5.574.5' 4 12 lO•- - - 8 55' - - 12 7 - - - - ..5�4.5 - - - 12 7 -1 -- :5 wt S - - - - 8 1 3 _ - - - - 12 12 112�9.5 8 6 •12 19.Si7.51 6 14.5 12 9.5 I6.5 5 1 1 i} 15-0- 12 - - - 8 - j- 12'- _j= �� ,- 5 - I- - - ;- 12 _ - S - - --1- 8_I- - - - 12 ,2 it 9 S 5 112 I8.57 '6 I4 12 9 I6 5.4j- 16'_ 12 - - 6 `- - - 12 1.5- S L- - 6 - 1 - 12.12 10.58.518.5 ♦ ' 12 8 �P.S 5 3 '1.58.5 15.5 4.513.5 - 1 HV BLADE OR ' 1 : HV BLADE W/ 1 A HV WINDOW BLADE WORKING IN UNISON* ♦5FE A710N3 Or USE FOR OIAD4 p1 SHEET 19 + NOT ON_ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 10 WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTAKE 9NLL CONSIST OF THE FOUD 1NG: -SOUHNAN ME N.2 W/G-O-W(N.D.S) -1/4-0 TAPOON ANCHORS,AS WMLFACIURED BY I.T.W.LIURDU W/MINIMUM INIMMMENT AS INDICATED AT -DOLMM FIR N/G-0.50(Nos.) EACH SECION ON S4 HIi3 16&17. -SPRUCE POE FM NORTH W/G-0.43(N.D.S.) OICEP710N:SEE NOTE 2 OEL011'. -SPIIUCE PINE FIR SOUTH W/W0.36(RDs) -cW.1/2-CDR PLYWOOD(ISM APA) 2.ANCHORS TO HOLLOW COLING 94AtL BE AS PER MOUNIOG TYPE U.SHEET 17 AND SHALL CONSST OF LAG SCREWS AS PER IO6 2010 SPECIFICATIONS. 4.ANCHORS MOLL BE MSGLLED FOLLON IC ALL OF THE RECOMMENDATON9 AND SPECIFICATIONS OF THE ANOOR'S MAMWACTUTER FLM CME(Hon High Velocity Hurricone Zone, Al� /,yP�i 02020 TILTECO.NC. ®2020 EASTEQN METAL SUPPLY, MC. nlr r BERTHA HVTM 3P '��cEN �9'z A S S A Accordion Shutter System 7; _ I L E C O IMc. . . . . ){y, BADT Wj OR W/o HV.wNDOW BADE No.44 American Shutter Systems Kv.Ift DE,asNDN DATE DRAWN BY, MP TILUT TESTING & ENGINEERING COMPANY >1E•• * F 6355 N.N.36N-SL.IRA.30S.1WGNN 01ADEY15.1Loim%MI& AssoclatIon. Inc. 1 OL.D 17-107 7/2/202C DATE: 7/2/2020 _ a•. $jATE Phom:(305)871-15M.Fox:(305)871-1551 42613 Westroods Drive 2 ]SH WING No %gyp' FLDR P•'\ a "OG I1yO°I'10T West Palm Beach, FL 33407 ; oi,��(`•'•.. WALIER A 71LLIT Jr.P.E. O-�64 'A�ipiSSIQN �AL�tAL�SIGNATURE�DATE FLORIDA x.f u167 s EET 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Cl , HV & Ig HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE i_1, ONLY SHALL WALL FlNISH BE LIMITED TO 105.0 pat A.S.D. S A I SHEET 19 FOR MAX SPAN 1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)&r fk WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2'Min. PENETRATION i TAPCON WITH ADVANCED THREADFORM TECHNOLOGY .. OF THREADED AREA TO - W/ 1 1/2-Min.PENETRATION OF THREADED AREA TO EXISTING k T EXISTING WOOD HEADER. - 'I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) • S T TO GLASS(SEE (SEE SCHEDULE ON SHFF� IS) fpL 1/4'♦-2Ox3/4-S.S.MACHO4E SCHEDULE ON �K:a1T;tttt t �' 12 w 1®v `JSCREWS w/ 1/4'-2o NurS 1 ELADEmmo �I1'Min. 0 12"OC. ON SLEET 19 FORrEXISTING RADES m kI1-FQ Er:-. 1 GLASS---I I _ . 1 1 N FWALL 11 }1 j WALL FIN5H -:1\Rll iRlt\ i'x%4waoD 1 OR® t ♦ NJ(ISTING NIN. _ MEAGER REQUIRED `)`} ` 2 x4'WOOD 1T■ �, tt}--------- 1 1-0 TAPCON OR TAPCON WITH ADVANCED E%ISIINC WN.SEPARATION 4 1 `r 1 i HEADER REQUIRED i I I i T R pENORM TECHON LOGYTHREADED Al 1 TO vl/ASS� TO 0-43S(SEESCHEDULE ON 910 I 6 MW.SEPARATION TO CLASS III 1 I EXISTING WOW HEADER. 0 II FOR B1ADEI) (1 EX,STING I�-'(SEE SCHEDULE ON SHEET 11) I '+ (SEE SCi1EDIRE ON SHEET 15) T ON BEET 19 FOR ':. S+ GlA_�--y t I _- .. 2'x4'CONE.SILL 11/IDES.`L @ . 1 1 l i.1 PIATF REO'D. ON HV WALL HEADER INST�,LATION HV WALL HEADER INSTALLATION 00HV WALL SILL INSTALLATION O I I ' _ DOSTING I MIN.SEPARATION TO GLASS I _ MIN. SEPARATION TO EFTCLA- CLASS---1 -(SEE SCHEDULE CN SHEET f? - i,T (�'°EE SCHEDULE ON SHEFT t 1) - MIN. SE ARATION TO GLASS i 1 , EXISTING^ ( ) + GLASS- FXISING 22'WWOOD PLATE (SEE SCHEDULE ON SHEET 11)"!. cIASS—•� t I 1/4'6-2Ox3/4"S.S. 1 v REOb. e s 7/4'P-20x3/4'S.S. i MACUSING 1 SCREWS I L USING 1/4--20 TILTS I 1 1 L..�JS MACHINE SCREWS W/ _-- -- WML � 1/4-20 MJTS O 12- FINISH \➢ 12"O.C. I I (• O.C. (( 1 17OR®III�,III �D"®_— OR1._ OR 2-x4'CONT. �—=T—=— y��} 1 ( WOOD PLATE Ili 1 tUl I -E —CO OT 11\111A1\ 1 'jjEEF��• ''1�� -ED—:C- REO'D- .i 1 _--1'IYn. •+� I �I N _ -1"Min. 111 k 'Ni '\, TAPCON OR TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY W/ 1 1/2•2'x4"CONT. Min.PENETRATION OF THREADED AREA TO 1/1'0 TAPCON DR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOC HEADER. THREADFOfiM TECHNOLOGY W/ 1/2' ' 7/4.0 TAPCON CR �- REO'D. - ' Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL � (SEE SCHEDULE ON SHEET 15) - - (SEE SCHEDULF ON SHEET 15) EXISTING MIN. 2'x4" I/2'MW. CD7�]\ HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH SPUDS O 19'O.C. MAX.- PLYWOOD REOb. \ W/1/2'READEDMin.PENETRATION OF 2-MOlM11NG SECTIONS CAN BE 1/2'M!N.CDX PLYWOOD REgb. REQ'D.PLYWOOD TO BE WALL FlNISH—""TM E SCHEDULE AREA N S PLYWOOD SUII�,��ON To C HV WALL SILL INSTALLATION EXISTING MIN. 2'x4"STUDS O !6'O.C. WAX.RFO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET IS) PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2305 OF THE F.B.C.O SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE rltlNs,1F a P HV WALL SILL INSTALLATION fA ON SNEETL'19 F.B.C. BLADE - FLOW BUILDING CODE(Non High Velocity Hurricane zone. 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY. INC. B HVTM =�y� 'VCENs ✓9 ASS A Accordion Shutter System IL ECOiM . •• No.441 H.v.eu1nE#1 w/cR wp Kv.varocrw 9ADE _ Zpw2 TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems v.N DElcRRgM DATE DRAWN Br; MP STATE ell &Ms N.M.361x.SL.Sb_3D6.VMMK GAIIMNS.FLOApA J31 Association. Inc. 1 OLD 17-107 /2 DATE- 7 2/2020 � '• Phwe: (305)671-1530.Fox: (305)671-1531 4268 Westroods Drive 2 F .• 4V DRAWING No ACRID •C} `� •-mole:ti �a West POim Beoch• FL 33407 i CA-OW6719 20—1 64 NAL �\�`` wALTER 0. nun 1< PE. SEAL/SIGNATURE/DATE FLOP""u�.Y 4s,6T s SHEET INalnMoll s — OF 20 I I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Li HV & JAI Wo BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH BY BLADE])ONLY WALL FINISH SHALL BE LIMITED TO 105.0 p3f, A.S.D. DESIGN PRESSURE RATINQ. SEE SHEET 19 FORMAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE I), & 14I WORKING IN UNISON 1/4"0WITH R .. .. EO -.- EO 2�'MIN. . 1/4101APCONTAPCON WITH ADVANCED 4"x8-(Min,)EXISTING f '1.7.—. - --� �l THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. j I EDGE(IF APPLICABLE) W/1 1/2-Min.PENETRATION 1 {"4-20x3{"S.S. STRUCTURAL AOEOUACY OF THREADED AREA TO _ / OF EXISTING WOOD BEAR! IXGi'ONC WOOD HEADER. _ 1 _ P HIWPS TRUSS HEAD TO BE CERTIFIED BY r µn, MACHINE SCREWS REGISTERED ENGINEER OR i S _ EX STING WOOD (SEE SOHEOULE ON SHEET IS) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EO `^--�- j i - - - TRUSSES OR - EO--EQ'. O 12'O.L SHUTTER INSTALLATION. 1/2--- _.1/2" RAFTER O 24' -71r11Tnw - )9 i` ___ O.C.REQUIRED 1/4"0 TAPCON OR _ " --y i1111211i{ll __ ! .-.� o TAPCON PATH ADVANCED _- -... EXISTING SOFFIT ivy - .257' THREADFORM TECHNOLOGY i -- _ - 1 3/4'Max.THK. Max. W/ 1 1/2'Min.PENETRATION 1 --EQ a•EO- / i rim! --- OM THREADED AREA TO -EO E?- 4x3/4' I " 1 ' V.4"xt B"CONY-ALUM.TUBE ' S.M.S. - (6063-T6 ALLOY)W/ EXISTING WOOD HEADER. I. O 6 O.0 ` — (3)5/16-o LAG SCREWS TO l (SEE SCHEDULE ON SHEET 15) - or 13 Or 1 S ! d' ' 1 Or 13 or 15EACH R OR TRUSS r LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOL) t ", EXISTING MIN 2"x1" 1 �I I II[Cyy„ MEMBER,(2"Mir. NOMINAL EXISTING—I HEADER REO'D •I i+ OFEN-TOLE AT EACH —I WIDTH)W/Y Mm GL/55 I_ WN. SEPARATION 10 GUSS I STUD TO ACCEPT IIPENETRATION OF.I (SCE SCHEDULE ON SHEET 11) - I EXISTING it 5/16"a LAG SCREW C� Y3 AREA VAUD FOR THREADED 9[![` '� AT CENTER OF'UBE. IIJ 3 INSTALLATIONS MATH 72Paf SO HV WALL HEADER INSTALLATION I E MAX. LATIO DESIGN LQAD AND Ex,=G IM 4)YRM10T m 9'-0'MAX.SPAN-THIS G n G1A55-- To GASS fgT 1NSTALLATKIN IS ONLY-10 11 FOR BVEE(Dno y { • I S Hmu CN SHEET 1 FOR WOOD W/MN. SPEC1i1C aA�m19 F 1 F UOR 1�1y —1 11 FaR tE.X m•o w 94r 19 I GRAVITY OF D.50 AS DOUGlAS 1-SEE SHEET 4 MR TWITAL SMIURER ASSEMBLY �� - :4 TiA 0:0® f 1 1 OR �• nR R SOUTHERN PINE No. Z. 2-MM�,S��,M,COMBINED � �THV CEILING INSTALLATION a+EQUAL U TI N r r I v.gn was r 1 OR Cl • -- . ( ` 1 10 awss(w �, _ W. MIN. SEPARIITAN TO LASS 'Ice,ON .. x I SEPARATION . (SEE SCHEDULE ON SHEET 11)-... - CIASSI 1 Tam SHEET 1 ) (SEE GLASS 1 1 1 +) \ 1 EXISTING i _..1 ' 1 I1 i ON SHEET 11 1 ) ) fTEraRAr I I 1 I '8 ANCHOR 1 1 LOCATION � Jry�I�4I'`( __ I{""1 ) FINISH I 1 .II.'+I 1/4'„ ©. ] i1! '. �/a,I MwT•,IJ1IyItLH,I _wwsH�RI HEO TEx �! / C I I I `` \ I 2".6DEC REOU REDO L�.J-. '.:r ��3i OR7 rJ' 2'xE"MIN. WOOD jjhh J' SCREWS 1Y oc ___ __. \\, (NO FINISH DECK REQUIRED(NO — - — - MOWED) Q, , FINISH ALLOWED) - _ - 1/2'_ �• -_._ EDGE ;Mnxiianx )9 _— d'( I EDGE OF DECK OF EDGE 07 DECK -EO_-EL_ IF APPLICABLE E'.. i DECK If A I IF APPLICABLE APPUCALILL 1/4"0 TAFCON OR - PFOLLIPS l HEAD -- _ I TAPCON WITH ADVANCED M'n' MACHINE SCREWS "- -":—' - -' 1/4'07APCON OR TAPCON WITH ADVANCED _ SILL CENT THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS / THREADFORM TFCHNOLOGY W/ 1 1/2-Min. Z MIN_ 'SILL PLATE W/1 1/2"Min. PENETRATION O 12"O.O. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORN.. _ -y'MIN. PENETRATION OF THREADED —REOR I TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED - OF THREADED AREA TO AREA 10 EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SCHIDUt ON SHEET T5) •s�ukrtnnok5 or USE FOR ,� (X/HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION sAOE�oN STEET,� �WJ HV FLOOR INSTALLATION FLORIDA I�IMNG CODE Non Hi h Velocity Hurricane Zone ``` Illilll�t W� c2020 TiTECO.'.NC. 02020 EASTERN ME-AL SUPPLY, INC. BERTHA HV,,, \CENS A S S A Accordion Shutter System I E C O IN - . . . . Kv f w aR w Kv YMI OOW MADE ND.441 7 . i #1 / /b American Shutter Systems EY- BEscalrllw an ORAMTI BY: M.v *; * �� TILLIT TESTING . ENGINEERING COMPANY Association, Inc. I DLD 17-107 7/2/202 CATE. 7/2/2020 A'- STATE 0 a»1 N.W.M( 5)L.6M.153 w F K cARBrns,FWRiDA1-153 v1-• 9 Pnme:(3o5)Lnt--,S�To Fa.:(3O5)en-Is31 4268 Westroads Drive 2 . 71 tA.eowoie 'Nest Pa'm Beach, FL 33407 2 —DRAWING 20 1N64 fin-•• D C-0005719 - �iZ WALTER A TILLIT J,-P.F. 4 'AA S�0NP_ �* FLORIDA Lc 111 44167 s SHEET �A�/anMlll L1LL R`L'. SEAL/SIGNATURE/DATE 4 17 OF 20 END -INSTALLATIONS 1 HV BLADE OR 1 A WINDOW BLADE INTO 2%4" MIN. WOOD STUDS 2 .'.0. STUDS REOV MfgD STUM rw (As*F"-w-0 0 6' WN SNOB. (AS�,E) i STUDS v i. 112•PENETVAMN cuss"­" . STUOS MM w CD. I I V M. Ism -1/2 PLYWW SC aTO (SEE HOLLE M 1/16-.3-M4- aME fw -77 9DU.E ON�—J'_ -71[ /rr-Lx SWET 19 MN ON�._ 11"N'WmoN 'fr (D&1,I0 M�T 19 5Nw 19 FIR 0 1/2- AT F-ER n'MN 1'M 2' .1b 0.c I—A."AT r S.S. 5 4 4 (r EE OCIAL X FO� I OR ION SIDE 0"w1cm. ,EE MAX I I ON • TO WtWG 4— sm oN�� -a s0E CONIWUO� 07_*0 of- M T—n .0. @_05 @ -0-0-Cm 9-0 @ END CONNECTION DETAIL END CONNECTION DETAI (8) END CONNECTION DETAILEND CONNECTION DEW ExtsnMc MSAWAD W&V M WXA OWON ruts Ir-W rw -004 T�v 'Ir wt 'Ir wE 0'.C.C' alpm lealowlin 0 Ir 01C. Ir&C 10L 1� 1'or WE GLOS(WE 4 0 =LW $DOME, �T 4 �IIATIONSS OF USE FOR 11 M a)— ON Mw 19 ff 3 I6 i .starA A wa MANI, W= AR aD0 42 (j)01 0 42 ITOR 10 "M _ 7"57--i . 1.1, — \ *13 VIEW mum Asa ELM 0-0-0-0-49 0- (D-wo-9-0:0 DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 12' FLNIDA BUILDING CM(Non High Velocity Hurricone Zone ....... /,;,-". 02020 1JECG,INC 02020 EASTERN METAL SUPPILY.INC. .. . BERTHA W. Z N0.4416 Accordion Shutter System M TM o i�Nc A.S.S.A KV. R"#1 W1 OR W)t KV.WMW RADE In Shutter System, 'EV.M VOCNPIM mac ORAMBY, UP American ,STATE OF TILLIT TESTING & ENGINEERING COMPANY Q!, 4V "55 N.W.Mh.St.St,305.WGINO CARDE)<i,FLORICA 3316E Association, Inc. I OLD t7-107 /2/202- GATE, 7j2/2020 Phom :(3D5)871-1530 Fox (305)871-153' 4268 Westroads Lgr;ve 2 .... .. DRAWING No West Pal, Beach, FL 33407 —164 /VAL CA-0o"""9 1 IMIALTER A,TUff.1.P.E. 4 20 P.E. SEAL/SIGNATURE/DATE FL.W0A Uc.f 44167 5 S11EET 4 18 OF 20 �I 0 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA Q HV SLADE A=ROION cNLrmw FWM WORKING IN D ( IDOW BLADE 0 35 i Y Y Y 1. MAX.AS.D.DESIGN PRESSURE RATING:+110,- 110 p�.t. 2.MAX.SHUTTER SPAR:96" 3.ALLOWED MOUNTINGS:A 0.C a H ON SHEETS 6, 7:AS WELL AS MO I UNTINGS M.0,T.U a W ON SHEFIS 16 a 17. ���I��.p�r�� }�wlY CENTERMATES 21 �(BOTH W/ OR ARE ALLOWED WITH�21l) _04 ' V`V (2a ED IN A SYIdEE1RIFiLL OR 0PpO15lNG LA .IN CASE OF OPPO.$M GGG{YYYIXWW/TTT�MIAT BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 `6)_2D r I I C IYP. EA END I I I 5.(A)HV WINDOW BLADE O SMALL ONLY ALLOW A MAX84UM OF 5 OPENINGS Off (3-0 HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4- MAX -- i I MAX. 5 WINDOWS Z A A I A I1 i (9)MN.CLEARANCE FM^y TOP OR BOTTOM EDGE OF NV WWCOW BLADE 0 ALLOWED AT IIV Bi I +� OF ANY 3Y HOLE FOR C�SHKL BE 12% WIMOW BLADE ¢ I I I I OW OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE MV W WINDOW BLADE 1/ � I . ' (D)HV WINDOW B 0LADE MUST BE USED ALTERNATE TO A SOLID HY BLADED THRIX GHOLIT SHUTTER'S WIDTH. A g (E) lES D ITV !,0 1 x SIWL ALWAYS BE INSTALLED ADJACENT TO A SOLID BADE 1 AT EITHER"SIDLE OF THEM. •. . SEE END 1 I I C� I� 1 , I (F)P0LYCARBONATE HV WINDOW Ani SHALL BE INSTALLED SO TllAT TABS FACE CONNECTION _ —Ir • I EF I ( I THE INTERIOR OF THE OPENING gk�1N. G PROTECTED HV MNDOW LH1 WS7 BE DCtTAILS ON SHEETS, ( I'B 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PR01AD€D BY ASSIN 10 a 18 TYP 1 INC. FULL HEIGHT. I; d;a� T ( I 6.SEE ANCHOR SPICING SCHEDULE FOR RSTALUTIONS INTO WOOD ERAME I BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN Law(SEE NOTES YP� ii I I I a 2 AITOVE). I II I I� II II I I• ( I ( 7.SEE ANCHOR SPACING SCHEDULE FOR NVSTA1LlR0NS INTO POURED f ' CONCRETE OR CONCRETE BLACK WALL ON SHEETS 12 a 13 AS LIMITED BY I '.I •�. SPAN AND DESIGN LOAD(SEE NOTES 1 t 2 ABOAE) ILLU (SEC PLAN FOR RFQUIFEMEI.TS) B.WORRY SEPARMION TO GLASS SCHEDULF,PER AJTM E-1996: �., 35 TYP roP a eonw t 2 p q-C6 I `IWND Zd1E T wILJM srARATIDEE to�A$ -----{ ./QJMTED WID>-� _- _ 1 TMRJ 3� 1' f ELEVATION L90L s3+MMTIDN 70 GUAR ..- __.. Lx15RNG GLASS— SEE WITMME w F®R „EDR LADE aD w Tws setTFOR sADEsmt 5 •f 4 �t �� 21-22 �J TYP. SY ICI1L CFNILRMA 21-ES •' �� 35' WJ 2 OR 51 w/o (sVNo_E 4 ABOW) PLAN TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, A ,E N�iAy' o2020 TILTECO,INC. ®2020 EASTERN META?SUPPLY, INC. BERTHA NY a3'.. '.,�9*s TN �LrE �O ,, AS S A Accordion Shutter System No.441 7��"'_ __ ■ ■ ■ ■ Kv aAOE#1 w/OR w/b N.v Vwrovvi a" * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y, DwwTEOJL DACE 9 STATE 0 bw N.W.381A.R..SI 3M.NP(sn.1 GAIMM.FLORIDA 3316 Association, Inc. I OLD 17-107 DATE: 7/2120" Phan.:(305)671-1530.F..:(305)871-1531 4268 Westroads Drive 2 West Palm Beach, FL 33407 y DRAWING No L G` 1 � WALTER A TIER Jr.P.E. 4 20-164 AA'AFFNnma ��. SEAL/SIGNATURE/DATE ` SHEET ET INSTALLATIONS W/ ;j HV BLADE & HV CENTERMATES �1 W. ASTM A-am DRADE 4o T-_ :-�•Yqe.;. * �� --12.000-4mc.!` KT G-�SLY. INTO METAL STUD WALLS 6l✓�a63- MLTAL STUDS AT,6'o.c. ' , .---- -- 1/2' QS' W * GENERAL U,+dgaONCSAND CONDITIONS OF USE 1L4"9 No1uw.. -I I' T2 b . FOR BERTHA(I HV BLADE CORDION SHUTTER T Jf+'•6 ,/�•.o.oJs'iNSCK a�W.1 43c 6063-T5 ALLOY �. � s L TRANx cNMNNn eO� eO I SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 TRADE 40 Mal G-60 1 � ,1 .-�---- ' 1 c. SEPARATION TO GLASS S(`fI H F � - GALVANIZED FASTENED TD STUDS , ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi) W/INTERIOR �a EXTERIOR NOR FACE ON 1 AS APPLICABLE FR/ISN 39 = _ uox. INFERIOR Q EXTERIOR FACE j AS APPLK.PHLE 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM i SEPARATION E%IsnNG GLASS 1 MIN. SEPARATION I 3. ALLOWED MOUNTING: MS ON THIS SHEEP. ASIlt E-� 70 GLASS -43e LENGTH+ T- L- TO GLASS -� _ -__. ._.. - - �y!IQ s (SEE SCHEDULE) (TYP L 4, ONLY�fENTERMATE 21 W/ 4 HV LOCK ARE ALLOWED ? THRU 3 1. 1/4�-20X3" B WITH 21 ARRANGED A METRICAL LAYOUT, MUST PENETRATE 3c 6 USE OF (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4- I 3/4".6 t/4•.O.OJY THICK W-1 EXISTING FINISH l(l INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF _,373" S, TEEoLE wM 1 As APIRJrA6LE 1 CENTERMATE.ASTIM C'A .'ED FAS1pNEO 70= w/(:)W.1/2-T.SC.ON I gC ® ..'I � 1 $g ^T. �--- I ry MERKMi k EXTERIOR FACE i -e e'o.C_ a 6'O.C. I j ' ^f ��^1 1/4.0-20 THR l J ** BLADE SLACK DETAIL HVF i5 ALSO VALID FOR —V �4"f S T/2' ® CENTERMATE 21 APPLICATION WITH BLADE 1O `J PiIOpUCTS FAB—LOK Hn f2 6,Y t t/21 O.W6'7TIICK :`:VARIES, 0 6'O.C. WW.ASTr A-•653 r�4AOE,D - .::-:Mom.-. COMPONENTS MS 1MALL HEADER/SILL INSTA TION YETI STUDS AT 16.OZ. 141- � FXNSTNT &9 AS APRIUBLE SCALE: 3/8"= 1- (TM.TOP a BOTTOM) 1 3/4"-6 1/4%0.033' NICK Min. -.ONT.GALV.STEEL TRACK CHANNEL,S _ �E%ISTINC MASS - _ - _ w .. _ 853FASTENED To STUDS GALVAWED SYMMETRYCAL 1 •- -' W/(2)0-1/2'TM SCREWS ON 40 : �YMMETRYCAL ,�,,, .: I , WTEHIDR 3 EXTERIOR FACE 3!43b 43c CENTERMATES W/ i 1 CENTERMATES W( 5 ) EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE 4 61 QYP,j ------------- ! IN 13Jj'(6'Min. ----- 24 1 ! i• '1 2)(42 '2�: .� 1` -- 1.2� _ Lt7li1 AT )2 l"' -' i• \. 11! M/i1E750ER/SILL ENDS'( VIEW (6"Min.) i224 SIDE CONNECTION TO TRACK {.4,,1 ./2�' .- J 1/4'ITYP•) - - - 7, __ 6 1/2"MAX. SLACK ##(Cont.) W� b}(� BLADE SLACK DETAIL HVF }j1 Q FLOW M BODE N n Ni h Velocity Hurricane Zo,,, 11 tl 0 2020 EASTERN METAL SUPPLY, e u ozozD TL1Eco,mc. f'c�j�"�s� NENTHA HVTM F S S A Accordion Shutter System /7T71L E C 0 M A■ • ■ ■ H.V. BLADE*1 W/OR W/O FiV.WItCOW BLADE o No.44 6 American Shutter Systems *; �• /��,� TILUT TESTING & ENGINEERING COMPANY Ev- DEs17-1 n DATE DATE: BY. ALP '[/ WSJ N.W.JfiN.J1.,Jle.J05,NIIGMA c°ADERJ,iLORRH JJf4 AeeOCtattOn° Inc. I OLD 17-107 �/2/Zo2< GATE: 7 2/2026 -o' STATE F Prone:(306)071-,530.Fox:(JOS)877-15N 426E Westrcads Drive a •• DRAWING No - I:tx rooaw... West Palm Beach, FL 33407 s jO�••• CORN ��va ° CA-OW6719 WALTER A TLUT Jr.P.E. 4 20-164 `SEAL SIGNATURE DATE FLORIDA U../44167 s SHEET or runua tP�• � � 6 20