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HomeMy WebLinkAboutProduct Approval 2/11/2020 Florida Building Code Online qq R BCIS Home j Log In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us i BCIS Site Map f Links p Search'.E A Oda Product Approval >,x USER:Public User d' wT'v�.a'�$StlY4 Product Approval Menu>Product or Application Search>Application List>Application Detail 11 ti, M.N1 a FL# FL389-R9' . Application Type PP YP Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.comp® Authorized Signature Bill Feeley ® I'lEVIEWE® FOR Irodriguez@eastern e E CIOM.! LANCE Technical Representative ST. LUCIE COUNTY Address/Phone/Email B®CC Quality Assurance Representative Address/Phone/Email File Copya Category Shutters Subcategory Accordion IIS Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E'j 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 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and W-11"for 62 psf,9'-31"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC_ Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Wext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 455,F.S.,please click here. Product Approval Accepts: WF� eChEcY. https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1,BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017(5th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHAH.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTEMIS BE INSTALLED WITH A DIRECACHAUTY FACTOR Kd*6,85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SCULL BE FIRST REDUCED TO A.S.),DESIGN WAND LOADS AREA 1- W BLADES n & AA BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX,(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE I14 ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'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 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214,01-03,00715.01-03,#1004.01-05,81214,01-05.00317.02-06.80609.01-10 AND$0210.01-1t AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASRA E-1886 AREA,2, HV BLADE t1 ANO NY WINDOW BLADE CTAZ AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)&#1220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEi -14Y WINDOW BLADE.Qty #0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WHO ZONES 1.2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 2.HV SLADEQ AND HV WINDOW BLADE 6 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(NV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE 814-2,75'ANO814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SNAIL BE COATED WITH BERTHA HV DACRN7SMIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING 014 THEIR HEA). 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 D 3, MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY I5 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1'6,CONCRETE/BLOCK SHEET 10 AN 6005-TS ALLAY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 k&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 ASTIR A-307 GALVANIZED STEEL,OR ASI 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 O 112,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&8 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 16.779„582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 4; HV WiNbOW BLADE 9 ONLY 8.K SHALL BE THE tiESPDN51811JTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/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 WINDOW BLADE(�ONLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND NO LOCKS, ��4. YL+ 11.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 1709.9.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13, (c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.A. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UFT:SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT O£WITE FROM THiS DRAWING SHALL, ONLY BE USED TOO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBlUTV. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (tl)SRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (o)ORIGINAL P.E.O.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 Zane 114I��» ITj•�"� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA' NVTM /111LEC O �N�. A.S.S.A■ Accordion Shutter System A ITV. BLADE#1 W/OR W/O KV.WNDOW BLASE �� ; American Shutter Systems EV.N DESCRIPTION DATE DRAWN 8Y: LC. " TILUT TESTING & ENGINEERING COMPANY r " Association, Inc. I OLD 15-085 7/27/17 WYE: 07/27/17 F \\ b3Ss N.W.36V,.5f.,Ser.305,IRCiNA GASDONS,FTCNtCA 33ib Phare:(305)871-1530.F-:(30.5)071-431 4268 Westroods Drive 2 QRAWING No 111\A a-wl%tat.-.91.com West Palm Beach, FL 33407 ` WALTER A TILUT Jr.P.E. nORaA LLa P.E. ttAt/SiEi4A1YURE/DATE .#44167 6 SHEET OF 20 x680' .e 4.576'},76' o a • • ` -mE CAST7429OVIN^ VMVC 2D2. PAVED MD ^O.E GST0�3a BAKED PA1N1r0 Tnf ^9i CRESS RdW 'Ds. .062` m I S. ni 1.325' . .318 LAS CTLLtiDOi LeR,tSS C'A 1m p2"y;.- �.a�0ar i % &Ke (CH"v (CKROUr PIANO) 2t HY CENTE ,r�ATE ems. ". a UALIFIED FOR USE W/ HV BLADE(D& IA, LY L1Fi 1.3 ° - � HV EGRESS LOCK 6063-T5 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADEQ)&)&QA)ONLY ° / �- '1 QUALIFIED W/HV QUALIFIED OR,Ur�S�E W/ HV 6063-T6 ALLOY AND TEMPER 23t HV CORNER CE TERMATE —� ONLY. BLADE�,11 & � ONLY, ALIFIED FOR USE W/ HV HLADE(t j ONLY 1-.250`0.0, 7a• 6063-T6 ALLOY AND TEMPER PLASTIC HTpD .SIB_ .518' 1.7 B' •i �. Ai040ED YOB m a 4.045` ^'2 SCREW 01 r Q! 19' 1.753* h n �+ n 60'AFTER RIVETING y •j � n o6�' 4 'os. W� 1/4" -20 5 x p3/4" BEFORE RIVETING t rtY " S.S, THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444"'U69UN(2024-T3 AUAY)URGE FW;OE THIN SHEET lB1TSER1.PART(0820.AS N.VtUEACNREO Or AVDE4 r- PLAN Fl70lIT ELLYAnON 4 8' " rF C 4.555' CHERRY IMORU.PARSIPPENY,NEW JERSEY 07054 OR EQUAL 2 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY C29' HV FEMALE "T" LOCK CENTERMATE (0 HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER OUALIFIED FOR USE QUALIFIED f0�USE W/ HV QUALIFIED FOR USE W/ HV BLADEONLY QUALIFIED FOR USE W/ HV BLADE(11 HV BLADE ONLY W Cl ONLY. BLADE"1 ONI.Y. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS WI HV 1T ^T5 p a ! I ov 063" 1niV CYLINDER OR .214' m� .063 .062' ' 6 KEY CYVNOER - .545' in1 ^ �.7 T,$ W {� C {3 LOCKING ,40il LL+ m tlO 0 �I `'"� QUALIFIED F'OR USE W/ HV BLADE`1 & �7 QUALIFIED FOR USE VI/ HV BLADEtQ& (IA) 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT 4' 6063-T6 ALLOY AND TEMPER (� " o QUALIFIED FOR-T6 USE YA T MPER t,& 1�f1% n Zo-2D ss OR 3(8.0- ii30• fi063-75 ALLOY AND TEMPERIm ACCTAL 7Nf UBSCRLY.S. 11/2• �} z,_!-THUNo RRN �t CttiHD�i (SEE OETAR.5) UD _ OR KEY 15C.6 1C'NNDER yy�—���-4 OCI(i'G—ROD� 7 t14b �Qt1ALIFIEp FOR USE WN HT BLADE 6..�-16 ACETA3 jil ]f4" W-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ^� 6065-T6 k110Y ANO TEMPER`�5/INSTALLATION WILL REQUIRE A 7/1 HOLEMBSCREWSERIES S.$. THUMBSCREWS QUAllFIEO FOR USE lV/ HV BLADE`t & 1 JD ILLEO AT TRACKS FOR PROPER EDMENTOR 0 HV B QUALIFIED FOR USE Yrj HV BLADE FLORIDA ���Ldllli�i CODE(Non High {velocity Hurricane zone I 020$7 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. EN E a� �c /T,.'• — -- BERTHA.__HVIM A Accordion Shutter System 1 � BtA> 1 w/OR WJE KV.WtNDO BADE American Shutter SyslBmsEv.H DESCwPnaa DATE Drum Err: L.C. TILLIT TESTING & ENGINEERING COMPANY ASSOCICitIOTh Inc. 1 OLD 15-085 7/27J1DOTE: 07/27/17 '4l t $T�y��T, t sassH.W.neau. 5)s,..153 xfew u3G5)6 na153ROA st$ 4268 Westroods Drive x Phone;(.05)871-1530.Fa0:(}65)gi1-1571 DRAWING No t t0:00-%com West Palm Beach, FL 33407 a F ^� -���''jOR{VT:•'�\�4 i\ EB-0008714 17 1 0 I E(E WALTER A.TILLIT,r,P.E. 4 ...... R%OA7E TLQR14 Lk.,44167 B SHEET of 20 SHUTTER ASS-E-MBLY SCHE 5_u� HY M HV 41 4 TO BLADE T.P 062V T HV BLADE 1 E E .1875, - HV BLADE 1A @N tiv w*Tbow BLADE .0625" .0625, SLADE'S �0625�4?8751 Y @ HV LONG RECESSED NYLON BUSHING KNUCKLE (TYIP) 1 0,0621 9 Z� 3 ftD � HV SHORT RECESSED NYLON BUSHING Rt7 0 Ip HV NYLON HAT WASHER (1)OR (9 , ��O!� 3 60* HV WHEEL CARRIAGE AJSI .302-303 SERIES 4 750" - 0.870-0/16- THICK NYLON WHEEL. 2 7/0-MIN� HV WMINDOW _V,5w-0 f CLEAR 0.188'0 AISI 302 SERIES S.S. RIVETS SEPARATIO 3.7500, BETWEEN .06211 0 �0625' @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIO BLACE R OPENJOrS ON CI TITERS 500 4#! _a. .7- _A C? 1/4- �Pm Itim.0 @ HV 2 3/4- ACCORDION PIN W1 #8 HEAD 41 1.475::� I LEAR f r(PICA L HV WIN OW BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW _jgs POLXCA BONATE HV WINQOW DUAL (DOR or N.TS, EE NOTE FOR LYCARBQNATE HV WIMP U (D OR P -U% VE IREMENTS) IMPACT RESISTANT BAYER MAKIROLON 3103 POLYCARBONATE I RESINS UV-STABI ]ZED GRADE OR SASIC 12,MIN�CLEAW'Cc HY PIN REQUIREMENTS AT EXTERIOR BIADE KNUCKLE FOR 10 BLADE 6011)m INNOVATIVE PLASTIC LEXAN 103 RESIN G)OR 0 1� (SEE NOTE "I"' ON SHEET 19). HV W 64 (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR "H BOTTOM KNUCKLES OF HV ACCORDION POLYCARBONATE SOURCES FOR HV (9 BLADE� I EXTERIOR APPLCAW FTVAY SYSTEM W/ HV @ OR REICAL SHUTTER ASSEMIL rfpxAL PROMERTICS STAkaw HY PIN @ OR f4p AT REFVRO#M (2) HV PIN 0 MAY 13E USED IN LIEU OF E) AND ONLY AT EX RIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 3LAOE*S KNUCRLE. BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, (SEE NOTE * FOR �M-c��A' 4T.0711 a�o REQUIREMENTS) "finu"Aw STRONCIT. A�0638 SAW P- 9.w.P�0. REUVA STRONCIM AT TLEW MIT!070 12'WO P"l 13.400 ;,.1 (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER rLrxum u0mus AMU Om 3WOM"L 3.3�="I INTO SHALL HE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 02" SHEET QMd6;MzM= WEL CARRIAGE DETAIL BMW Do ITT AM 028.3 7,2 CA 5 x 1A. .,;EMBLY LAXQUT RA% Of 6UL"O AM 0635 C-i CLAn t-I CLAU Sur"MON wm 1>10" 10.0 wringabi:: A=*f5b STAL"M AFIER WrAINm4 An.os 01302 ps,L 9440 P,*�L In HY BLADE SOLID & HY WINDOW BLADE DETAILS R=x SIRM BEFOZE KAniER.0 a. I N.1 P..I . NN,. N.T.S. FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone: (02017 6�TIERN METAL SUPPLY,INC. 02017 TILTECO.INC. BERTHA HVTM Accordion Shutter System A.S.S.A. KV. GLADE#1 W/OR W/O KV.WNDOW BILADE n1L ECOme \ !Cv TILLIT TEST American Shutter Systems I w DESCRIPTION DAYC OR""BY,' Lt Association, Inc. OLD 15-085 )7/27/17 VATIE� 07/27/17 ING & ENGINEERING COMPANY n IN - - .. ...... 4268 Westroods Drive 2 —DRAWING NO -0I 011C.O.19— West Palm Beach. FL 33407 3 W-00087ig — 17-107 WALTER A.TIU.R 4-P.C. 4 rLORIDA Lk-I 44t67 5 SHEET P.E. SEAL/SICNATURE/DATE 6 4 OF 20 A 6 C p 'E'J u N 5 7 U Q ✓af� 1,MANDAM y CONDITION I1:ONE HV LOCK 2j or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ADOVE OR H�L,OW �2 OF SHUTTER SPAN FOR SPANS UP 70 105",AND FOR INSTAL TIONS,6T ANY ELEVATKJN. HY LOCK 2{jj or q�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 4 OR U CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE A5 INDICA SHUTTER ELEVATION. 2. OPDONAL CONOE In /1:IF DESt OR FOR SECURITY PURPOSES, UP TO TWO HY 11d..i tVl LOCKS •R$OR �§MAY HE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(23,S' OR Q SI4AL.L 0E AS IND Iv LOCA ON BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. .6-xv6 V OKIII ONLY WHEN AMATORY CONDITION Ill OR LIMITED MAN °AyfiWO H.V - .KSI: LOCKING RODS ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY d a�`Mn60RiQoa�d ?1°`¢.,,y5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNAAVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.;> Y�Y...�2:ONE HV LOCK SED AT CORNER C R ANY SPAN -�dY'rt'lt'V o AND I1ISTAI.LATIONS AT Ai18MrHW�L9G E-U5 U1510E OR INSIDE LOCK, D u ATTACHED TO t()CORNER CENTERMA7E YtJ(2) iJ40-20 x if2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP& Q OM SHALL BE USED. LOCATION F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. tlA RbC_ ffVE.. MMMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o �3 B S. SS-. OR Q^-ONE ALTERNATE HV LOCK MAY BE US IN UEU Of HV LOCK or FOR ANY SPAN AND �� 6.. SS x$ INSTALLATIONS AT ANY ELEVATION.ALNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4-S.S.THUMBSCREW TO @I OR Q CENTERMATES SHALL BE MADE Vt/ 1/4'0-200/4"ALUM. 1 xop-Km� b Eg, "Da B � RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( J tv , " `gEHgggi, Fj C LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONTNTTOpIlt FOR KEYSTONE MOUh:.NG INSTJ�ATKINS. ONE HY LOCK 6 or 0_1 or @ SHALL BE USED A7 1/2 pF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP y TO 36"•AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or 03 or @ MAY BE USED AS AN INSIDE OR ! OUTSIDE LOCK.ATTACHED TO 231 or .SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE EHD M.S. LOCATION OF,LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g Wf SEECONE TKIri ! »� OR qj TOP ANO BOTTOM IS COMPLETELY MANDATORY. DETAILS ON p F C x I J K t Y P 4 + V w X SHEETS.FULL 18 1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. ' OF CORNER em+x � , - CENTERIAATE ONE ALTERNATE HY`T"LOCK MAY BE INSTT�,LLED IN LIEU OF HV LOCKS 22.,OR FOR ANY SPAN AND IfdS"TAILATi{7N AT ANY ELEVATION, ALTS NATE LOCK JAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT w�dalffi •,'7t� )wI:TD) 13w 3F.4 OF LOCK Ob INCLUDES USING REINFORCING LOCKER"4y. AS SHOWN ON SECTION HVC. SHEET 9, WHICH MUST BE 10•rivSo' •ta i' s•Jlce CONNECTED TO CENTERMATES C$AND J?W1 1/4-0-20 x 1 1/2-LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' 6 +U 6 �• 1 WINGNUT OR W/ 1/4.0-20x1• S.S.M.S. INTO A 1/4'0x 5/8-RNNUL.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' L. I...-@•� �a+ IAAXIML44 ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS �TOP AND BOTOM IS MANDATORY. 6@55i,(78Q-2 8-C 08 n7)a ®•i e 1(�g•LsJbp T s•I �t? *NOTES ON HD LOC S & CENTERMATES: T�W1 HQ COMMATES&t OR 32WI.C3A:ONE ALTERNATE HO LOCK(D MAYBE USED IN uEU or TYPICAL (� HV BLADE SHUTTER ELEVATION HV LO S(; OR(fj FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK(4 MAY BE USED NTS AS AN INSIDE OR OUT51 E LOCK.ATTACHMENT OF HD LOCK�j,10 g 15 W/3 16 x 3/6'F,H.S.SAL&.AND INCLUDES REINFORCEMENT INSERT U AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @5!I5 COMPLETELY OPTIONAL. LJJJ"";...iiryr' 1 On High Vetocity Hurricane Zone, 111 4�••,,.••••..,,•• 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY,INC. 11 BERTHA HVTM ^ _� ASIA 1 L E C 0 INC. ■ ■ ■ Accordion Shutter System HN, R"#1 W/CR W/0 KV WNDOW SDE / i� k; American Shutter Systems V.N DESCRIPTION DATE DRAWN BY: L.C. �� TILLIT TESTING & ENGINEERING COMPANY y Association, Inc. 1 OLD 15-065 3TJ27/1t DATE; 57 27Ji7 4 tia 6355 NV.36m.ST..St.,305.MR2M CIRDOM rLDRCA 3311 4268 TYestroods pr(ve 2 1 Phone;(305)671-15:0,Foy:(305)671-1631 DRAWING No Lsip, .•.•,. ���111T1 •- E8-000 0ot91.com West Palm Beach. FL 33407 ` 17-10 ' '-JO�yq�,��Irj11 WALT"A 7UT Jr.P.E. F1AAgA L&./44167 5 SHEET P.E. SEAUS9G(V'ATURE/DATE s 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDUEE ON OR CONCRETE BLOCK POURED CONCRETE- SHEET 13 REGUIREO 1/4'0-20x3/4'S.S. CONCRETE ) -- CONCRETE ANCHORS MACHiN£SCREWS aEOu;REO —t---- flpa _,(SEE SCHEDULE ON wJ I/4'-20 CONCRETE ANCHORS (—� 17 18 R 2�tEYSTPVE(SEE u7UMIN0 0(JON BILLET 7) SHEET 13) NUTS 0 12'O,C. (SEE SCHEDULE ON SHEET 13) I' i 12 ORQ 4} 1/4"0-241x3/4'S.S. EQ E4 MACHINE SCREWS Ea EO USING 1/4'-20 HUES - 19 1& y..-__ 0 12-O.C. "1/2"`- { E.G,+ tj2 iI i 280-Mox. ---- RJ 13 oa 15 - 121 OR 15 t 1 E.D.- iv t .250'Mo. E•�' i ( Mox. �) OPTIONALF -OPTIONAL { 1 �I MIN.SEPARATION TO GLASS 1 L i � VOSTING--{-""'(SEE SCHEDULE ON SHEET I I)' , EXISTING { g �q t MIN.SEPARATION TO GLASS 1 GLASS GLAS '"`(SEE SCHEDULE ON SHEET I T) XISDNG 1 D GtASS"' (DC HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ) MIN.SEPARATION TO GLASS :+ '�,"PNAiQ1 1 OR 17�� Exlsrwc_ (se£scH£DULE aN SHEET 1r) 1 ro OASS(SLE I `� I MI.'i.SEPARATION TO GLASS GLASS ' SOflARE OR 4EET '1 i'-(SEE SCHEDULE ON SHEET I L)'- ;"" FOR DALE mA40 t -, i m S1E4T 19 TOR i 6tHTS t gy" EXISTING OPTIONAL { GLASS......-, � Mo.. �-1/4'Mox. 13 OR 15 t t r{ E • , {, ) t E.n.•I '{ I .O. .I/z -,''E•n' L-- i - 19 Eo Eo w 13 OR( { I/4'o-20x0/4'S.S. EO-1PH2LIP5 TRUSS NtIAD SS.PHILLIPS MACHINE SCREWS USING ..... ...._ .,.,,.! CONCRETE ANCHORS ;�--TRUSS HEAD MACHINE SCREWS --CONCRETE ANCHORS tLL.REIE `.:•� 1 S I1/4'-20 NUTS O 12'O.C. j 1-(SEE SCHEDULE ON w/ 1/4'-20 NUTS O 12`O.C. _ (SEE SCHEDULE ON SHEEL 11) Mln,� POURED CONCRETE— SHEET 13) OURED CONCRETE OR CONCRETE BLOCrcCONCRETE BLOCK ANCHORS REOUIREp w REQUIREDHV WALL Slil INSTALLATION (SEE SCHEDME ON F BY WALL SILL INSTALLATION flED CONCRETE SHEET 14) OR CONCRETE BLOCK wAtt REouwED � HV WALL SILL INSTALI„AZIfIN ((QTE FOR GgM.�,�(tTIGN a�5}onnvs: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICALSHUTTER •E,D.y EDGE DISTANCE EE LIMITATIONS OF US£F'OR H V B LA D E ASSEMBLY (SEE SPECIFICAnONS ON SHEET 13) BLADE 1a ON SHEET f4 2-MOUNTING SECTIONS CAN 8E C0IABINEO IN ANY WAY TO SUIT ANY INSTALLAnON. A I/! III FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 . `G�� 4'• 02017 TIVEC0,INC. ®2017 EASTERN METAL.SUPPLY,INC. BERTHA HVTfA a 4 A, !�` A Accordion Shutter System i L E C 6 ,N�. ■ ■ KV. RAIDE#1 w/OR w/o EI.v.ti41ND0W MAM L� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems W,N DESCRIPTION DATE DRAWN BY, L.C. ��'••.•L(71�iV�:••:lE4 Ytt 6385 N.W.34tH.St.,StA.305.MRo'NA awauts.ROa6A 3318 Association, Inc. 1 OLD 15-GB5 T Tji DATE: D2J27J17 ` Plwna;(305)@21-1530.fur:(3os)671--,sal 4268 Westroads Drive = DRAWING No iit o-1.tltacODoa.axn West Patm Beech. FL 33407 a V�V �,`,,ri EB-0606219 , j •� ���,,., WALTER A.71 Jr.p.E. F.E. SEAL/SIGNATURE/DATE FLORIDA M`'t 44167 s SHEET CONCRETE ANCHORS UK UFARMION T----�DOR M SUAR4TION CONCRETEPOURED (SEE SCHEDULE ON six EXISTING To G. SHEET 13) TO Wm( CLASS (SET�Chav10.N - wo I OF SNEU 19 =Uixxi M,VXx.[ REQUIREDww Pu IF Mt-,Mllw — w 'n KADIS CD&42) (M COCE' EXIS ax 'q, NATE G ANCHOR CLAS CC- #JOx3/4'HEX WASHEyjSTIN "LEAVON ER HEAD 3 12"O .TEK SCREWS 0 EDGE or Zell,1 8 SLM if -f .1. CONCRETE ANCHORS iAPPUCA13LE 06 - 7 (SEE SCHEDULE ON SHEET 13) ED EQ EME OF SLAB IF EXISTING EDGE C 41,. , , , GLASS—' SCAB DF I.. C EDGE OF ...... ,J2- APPLICABLE APPLICABLE // I — SLA13 IF APPUCASLE RED POURED FLAT Jim CONCRETE ANCHORS CONCRETE + POURw-/, CO! RETE REQUIRED (SEE SCHEDULE 014 SHEET 14) R UIRED FIAT HEAD CONCRETE ANCHORS ON sm 19 0 CONCRETE REQUIRED E. D.— (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTA"TION QUO ONLY FOR UP TO t70. -75 PSF A.S.D. (B, BY FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HV CEILING INSTALLATION SCHEDULE J3, SHEET 11 ma 7 CONCRETE ANCHORS To CLASS (SEE SCHEDULE 0 1 I w SEPAU" 1/410 ITW TAPOO, Ou SCK&JUA SHEET 15) DULIXXT'REM W/ C.SNW,Iq, EXISTING 7 A ADVANCED w MASS EXISTING--4 Tt0aJOLOGY OR 1/4'0 POAVS 1/4' EXISTING—4 1. FASrUQX TAPM ANCHORS W1 GLASS MAX. GLASS 1 3/4•im VASEcuor 0 a (M f�Fv�w O.C.FOR UP TO fi*-01 SPAN ko e O.C.MR SPANS LARGER TKW 1/4* T 4t�IAX. To Sfk2717 Frill DU7TxtgN3 3J SEALAKI AT MT aj,=—7 MAX. bAAX. 110.3/4*HEX C� 3 OR -1 WASHER HEAD MIT,SfA-1qJT- -TEX SCREVVS L a 12.D.C. -1 3/&'. Ss is 111493/4' HEX i.J OR 1/4-0-20 S.S.MS. CONCIR TEK SCREWS 0 V D.C. i 114.3/4-S.D.S. 11 T/4 US%,G t/,V.-20 Nuts I ANCHORS 9"0.C. Max. 12'Q�- W/NUT 0 9-D.C. (SEE SCHEDULE ON Z-SHEET 14) WN. \_EXIMNG NON SIRUCWHAL 0'WN. ...1.A*------ 1/2* WALLITRIU(DECORATNE EDGE OF J� su) —POURED CGUCRETE 710--1 7/8' APPLItt ANCHORS SEE NOTE 13(b) REOUIRVID CONCRL POURED CORCR (SEE,SCHEDULE ON ON SHEET I SEE NOTE 13(b) .0., —(-=- 0. OR CONCRETE OCK SHEET 14) POURED CONCRETE— ON SHEET I -- -----J-- ArOUIRED OR CONCRETE BLOCK REQUIRED (g)KEYSTONE MOUNTING INSTALLATION )PTICNALJ POURED K A FLOOR INSTALLATION Q HV WALL WALK—OVEg INS uAmum shunER spjji a'-7r CONCRETE _TALLATION UWUVM ASO.GE%N PRESSURE:+04,72 pif REQUIRED GUARD INSTALLATION t SM. RM— . t THIS INSTALLATION SHALL BE SEE LIM I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) 0 AN OPERABLE E(91IONS OF USE FOR OR ENTRANCE BLADE 1A ON SHEET 19 ASSEMBLY I I N • E.D� EDGE DISTANCE RELWASLE WHEN PERFORMED 2-MOUNTING SECTIONS CAN BE COMBINED ADJACENT T EXIT - INSTALLATION DETAILS W/ W HV BLADE 04 ANY WAY TO SUIT ANY INSIALLATION. '�jR A BUILDING CODE(Non FLORIDA BUILDI on High Velocity Hurricone Zone; 02017 TILITCO,INC. 02017 EASTERN METAL SUPPLY, INC. - BERTHA H7 0. Accordion Shutter System �i L�Ec p�,m, A.S.S.A. RV. BLADE#1 W/OR W/O KV.WINDICnN D-ADE American Shutter Systems UV. TILLIT TESTING & ENGINEERING COMPANY M DESCRIPTION- DATE DRAWN 13Y. Lr 0 t1 0pinN-./ 6355 WX 36ft Sto�J031 Mho"A OAROE-111S,TUAVA 3311:1 Association, Inc. I OLD 15-085 17/27/17 DATE: 07/27/17-1 • . k Ph... (305)871-1530 V. rax;(305)671-1531 4268 Westroods Drive 2 DRAWING No —al. West Palm Beach. FL 33407 3 17-107 P.E. SEAL/SIGNATURE/DATE WALTER A TICCIT JJr.P.C. F1,0140A LI-1 44167 SHEET OF 20 SEE—um WALL CONNECT] ETS 10 & 18 +, `i INSTALLATIONS W,L a) HV SEE NOTES T LOCKING 8005p, ET taCK50 a OUT a' AND NTERNATE HV LOCK 0 Ott SHEET 5, N EXISTING CLASS ` — **BLADE SLACK DETAIL HVF IS VALID FOR ALL �y BLADE W HV CENTERMATES CENTERVATES APPUCATION WRH THADEG 8�" 10 •�3}at OR SEE END WALE CONNECTION EXISTING GLASS DETAILS ON SHE o-o, .o,�o,a-� ©'l:A°91ry+�� *@� _--- ------ - - - ------_--L------.—._..-- -- -----_.. - - - - —� O+','�:/«l..'1�.'©Va41. 3 1/4- 7- (6063-T6 METRY A ANGLE W/(2y I/oro TAPCON 1/2" �' uil. ) To Co4CRETE C N�TERM._ATES Cyt CENTERMATES (TOP/panOM)& /1o.3da-S.M.S.0 12- W,/ HV LOCK or Cloy MI ARArroN (Ay/10.1/]'S.N.S.i0 IODE /- C.FULL I:EeIGHT. , W/ [iV I.00ICT a io 5 AT/E ANGLE{TYP) * (SEE SCE£ E N 5 ON SHEET 11 - — ------ - - — — -- -- ---- — -- --- jLl I - - ---- -- � 5 D� / 1112. co Nl� — « -- OUT a HVA NVB ^� as 88 t0 3, H1/C POURE ONCRETE OR O+O � •Q• ( t 0• 15 oR©• EXISTING GIA55 ED BLOCK WALL 3�+ � £ou ED EXISTING� l'.`51•k�J°fl�,v/+�.% SYM —— —— — —— (N — "O "�04�•�•®I"' AIN. SEPARATION _ T \/• I{s�Ri�9+3x19' _1�-cLLASs; L CENTERMATES* y6 'L wt 8 9 TO class —( j —'�—�''— —�—'—— * W/ HV^._LOGIC �1 (op I IN MOR) $�• I$cw •am�,�} (SEE SCHEDULE MIN.SE CLASS p « lL�'—� ��21 70 GLASS \\\ I A} ���.../// �.-^" \ `ti<L _ l','J• ---- ly i (SEL SCHEDULE ''T — (INIOPIQNAL) - --- --'_ RETE ON swIEEF 1 I y —_._. � � {�t,J T __..._ _�.�:.___._.(/��) ��_�.._..__ �_��.._ _.� AricHoRs �_. - -—-'._- -"-- - t �•' * ti/ / I —.- I6.O.C. rJ « — 1 \ � VARIES 'MI � I O Of] fi 1/2-LIAX.SLACK OUT /'� (EXTERIOR) H V E H V F** HVD l! (C✓sY iLT'FFF,,,..,,,,�,,4. �„ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane 1 +n 02017 EASTERN METAL SUPPLY,INC. Lt �'� •• v.. � 02017 ALTECO,INC. ,i� isF•.. BERTHA HVT, A S A Accordion Shutter System io !f y 1 L ECC► lac. ■ ■ ■ ! KV.RAM#1 W/CR W/0 N.V.WI RAX •:, o�r� r TILLIT TESTING & ENGINEERING COMPANY American ShuNer Systems �.K DESCRIPTION DATE DRAWSI BY.- LC. ,s Association, Inc. / OLD is-ass 7/27t1DATE 07/27/17 - •. < , 6355 ILW.38th.5L.Str,305.MRGMA OAAOENS.Rt11W SNti 42176 IYeStraads drive x Phone;(305)871-1330.Fox:(305)871-1531 QRAWING No ''�s�d �t ��\1IT13 e-«a�:OOWS71a,Dom West Palm Beach, FL 33407 3 17-107 fait WNTER A.TIUJT J,.P.E A P.E. SEAL/SIGNATURE/DATE FLOR2ut 44167s SH8ET OF 20 ALTERNATE S L TO " " LOCK 0 MALE/FEMALE "T" LOCKS CENTERMATES 6-8) , (29) & LOCKERS at W 6, HV BLADE, SEE EryND CONNECTION OEEAILS ON SHEETS 10 1} 18 INSTALLATION M HV BLADE OU! IN �E%'iSTR:G GLASS GUM,NV F.120CATEA ON WW 8. Z HD CENTE�RMATE=eS. AS VIM AS MWItSAL FU AnNG RUDE®GETNL HDD-Mq, 3n0«0•04-01+01 BtDcam GN'"*s,,rf.tGY BE v=WIM Tit6/1TENNA t nrsr unl onu w,a oN na nus vtn. QE NECTI,.9 O,� EETSNiO 110 8 trsa,Y-T8 AtIDY)AAIlsL „t 3S* 35 ANRE M Z)1,-s TAPCa1 q!y (GPTltaul) 4 3 PRGruL)- {4)IiB.IIY SAS.TO TUEE sus.o:r ct.ANOLC(nP) O.G FULL UNCRT. —# — I N (,)H,V _ =--- AT (,)N.V. _--_ ---- — �nEdA".roN /VLOCK "T" PINS (Mm.) i�!• P7T5(TYP.) of 5 3 LOCK (INSIDE) t - ai G,u, 0 1 _.__._..._.._._. rJ t 2 24 1 t a 1/, Q F0—UT 31 oR� * 3 31 GR� 3t oa 32 � � 3t os 2 2 t/4" 0-20 x 1 1/2" S.S.M.S. 4 5# (Gpmuoo r NOTE 6 FOR W LOC%30, # W/ 7/8"0 x 3/32" WINGNUT. (oFnO:ru) DR-HYS (31.17 HDC-HYC Lo .0R sREEr 5. l'-"1 HY ••T" LOCK (OUTSIDE) ( SYMMETRIC�ht HO CEHT� Mei ATES SYMME�Rj A! }�Q CENTERMATES V(� `�✓t SERIES 9.4 W% • LOCK (EXTERIOR) W/(3 A LOCK (INTERIOR) GE R (=4-T3 Al"IJJIANGE TWN «®«©• 7�a 8('O 10•�A' SNEEI UUTSEM.PART t G82e` tO AS WARERRY HFACTUM RT AIaEL Clj'�.':�'/ RV�:JJ l��,J� T IMI,vARSWPENY,NEW JERSEY � ®•0•L"1-T I(�I.�a 07054 on EGU•L _///.._,_.,.....�.�,A©.®°tO• n• ssE NGns GN fxAaG Roos 0 A Io®toots GN qcm s utcI"',Rc,TRi 1 mAKO GETAa hW-RAD IS �1J v/LG fOR Au CENICINATtS APPUGTOIS WIN 8ULCO it HDD-HVD*s FLOATING_STACK FTA///drirryr A. r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 ..........CA • 'wL ®2017 EASTERN METAL SUPPLY,INC. yl ` ,C Cry 02017 TILTECO.INC. �L;- :. BERTHA HVTM 0.4 ' A $ Accordion Shutter System "ll, G O INC. H•V. BADE#1 W/OR W/0 H•V•WINDOW R" 1% TILUT TESTING & ENGINEERING COMPANY American Shutter Systems w.N DESCRIPTION GATE GRANT!BY LG O�+Y'•. Q •�j�t\1 6355 fix 36m.St.,Sts.sob.vIRpM CAROETM FEotak 3316 Association, Inc. 1 OLD i5-085 7j47jt OUE: 07j27jiT <" Fm.-:(305)871-1530.Fo.:(305)071-1531 4268 1Yeskroods Drive 2 DRAWING No .--I: — UCGODI0.c mom West Pofm Beach, FL 33407 3 ER 17^1 07 '+ ilJAFdFF WALTEN A TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE nORroA uo +,t0: 5 SHEET 6 9 OF 20 POURED CONCRETE POURED CONCRETE CURD CONCRETE POURED CONCRETE Often / OR CONCRETE OR CONCRETE OR CONCRETE —� REQUIRED BLOCK WALL '{ �J EXISTING GLASS EXISTING GLASS BLOCK WALL REQUIRED , BLOCK WALL REQUIRED �- / BLOCK WALL REQUIRED > 1 I- ' �"' r _ EXISTING Gt1S5 -} �.„Y CONCRETE ANCHOR —EXiSTitIG GLASS MHN.. — ,.,_ t 2' •••-=2• !AIN ” µ. � �...� t TO GLXSS(SEEUm SEPAPATION �� F EUI.SEPARATION 5CHEDULE ON S/H{��£F TO CLASS(SEE I HAA. LASS(SEE 11 FOR GLACE WAN 1 I' 70 CLASS{_ EO I Ea TO GLASS{SEE SCHEDULE ON SHEET 1 '- SO*DLFE ON SHEET t/76'x3`MAX ON SHEET 19 FOR Trmw­ILAoEQAm 'r III SCHEDULE ON SHEET it FOR BADE FOR (s063- Nr. Ob® OH1 SH ET 19 � 1Jx' sON OR a 19 DA IDE�,�� ON 5F4EF 10 FOR M.CLOSER 1 �MFSQ& ((L:R SAT 'L.'•� ESQ&{9) PLATE. (LOCATE 1/2'� , T l rAAGEsO�.Q� ( AT EITHER SIDE MIN , t OF 5} OF @4) t 1 1 4 USE I'OR 2'PAW fIz'MIN.r-7 no 10x1/2`5.lA.S. (AS APPUfJBLE)xz'x1/$'xQ ' ' _-- �'TDxiJ2'S.HA.$_,f __,__•_ CA Ib"O.G. // .. ALLRAINLPA CUP ANGLE 0 16'O.G. - °'..r' �r+ _ '—� K'r� (6063-T6 ALLOY)AT M70HEHGHT t ` (1) S.M.S. Hy H-� I J (2)1/4-0 TAPCONS ANCHORS TO `•:� ! SEE DETAIL X F WALL AT I.O.C. (LOCATE AT ! $�—' t I EITHER SIDE OF(D)slpE cwa£cTl II 1 OR (DOR I '� �R • SEE DETAIL X fflR V QR j E TO TRIAD ® I SIDE CONNECTION "� i J a�.i«6 7 a 8 a 10 SEE DETAIL X FO « -0. 7 a 8 1 •�« TO TRACKS a a 6 7.8 11-x. a 1�0j• ���O O{��r�j,O�,1� �« SIDE CONNECTION �a©. 7Oa® IO• 3« 1 .®a®•@o. 10•®«©•�«©•l7 � O•CJ?"IL.:IaO Q•l•9'' TO TRACKS I6o p�3i«�j•pw�.�a c.o ©«o6 •7 « a o 0«0o• « «� a m« a �a© o �« «8• k�y•�al�.®aQ.®« 9•®a@•®«�• a0 © �'� «� «� SND GONNECTIQN DETAIL 3 END CONNECTION DETQI� 4 END CONNECTION DETAIL END CONNECTION DETAIL a i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' ,r- CRETE DR EXISTING CONCRETE BLOCK WALL /—EXISTING CLASS REQUIRED GLASS 1:11.. #10x1/2'SJA.S -- ..Ham'GLASS( c 16'O:CSEE . 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Mt�d411 BtAi)E American Shutter Systems JD% 71LUT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN 19Y: LG _4%7� +O� nen 'Z�1t1 asst ILW.saw.St,u..las.MRCM.0410EA3,FLCROA 33r ASSOatE)ttens Inc. i OLD 16-085 1J27Ji DAM 07/27/17 Phone:(305)671-1530,fox:(305)971-1531 4268 Westroods Drive 2 DRAWING No 70N �( t ,11 a-maa;DR-60-IX0m West Palm Beach, FL 33407 3 7-107 AL jr•��HT1 EB-0006719 - ""I�>•rrpAH.rr HrH WALTER A.TILUT Jr.P.E. 4 FLORCh U:.It 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20