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HomeMy WebLinkAboutProduct Approval aCIS Home Log to user Reuistravon Hot Topics Su4mlt Sorchorga Stats P racts PublIcAtlons Contact U5 ncis Silo Map unks Search bO drO,l,,T-, , Product Approval USER,PON User fTadoo Aooroval Diene?Product nr Anohrnl,nn Srnrrh A Apjd:ral wn I ist a Application DODO FL# FL389•R9 .— Application Type Revision Code Version 2017 COPY 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.com Authorized Signature Bill Feeley I rodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr: P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampma,nn.]r. r < Validation Checklist-Hardcopy Received Certificate of Independence Ft 89 R9 Col AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17_107 CERTIFICATE OF INPEPENDENCE PDF E 389 R9 COI AMERICAN SHUTTER zYSTEMS ASSOC..INC. DRAWING j7-106 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 Sections from the Code Product Approval Method Method I 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 FL28,9 Rg II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes J,08 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 SYSTFMS DRAWING 17- HV3 blade w/o window blade,51-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf-HV3 blade w/window blade working in unison,Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389,2 �— Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 It AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YS7EM.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 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL339 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p,s.f. INCDRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 81-0"for 110 p.s.f.for HV1A REPORT.PDF - working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389,3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 Il AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved for use outside HVHZ:Yes DRAWING 1.7-106 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 Created by Independent Third Party:Yes for Blade 1 and 18'4'for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively F13R9 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes EE ED, contact us;:mol Blair Stone Read,Tallahassee FL 32399 Phone:1150.487.1324 The Stale of Florida is an AA/EEO employer,Copyright 7007.2013 State of Florida.::Privacy Statemen ::Accessibility Statement a 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 mall 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 hem. Product Approval Accepts: ' O= GENERAL NOTES: 1.BETTINA Bl10.00tG CODE GTMS ACCQ11Di0N SHUTTER SYSTEM SHALL t.'aT 8£SHOWN ON THIS CT EVLU AT MCHC MENTO( HURRICANE ZONESEN HAS BE . FOR COMPLIANCE IN ACCORDANCE WR}i THE 2417{601 EDITION)OF THE FLORIDA CESON WIND LOADS SHAM BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COM FOR A BASIC SAND SPEED REQUIRED BY THE JURISDICTION%HERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED PATH A MECM-LAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL Nor EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 i TRIM 15.19&20. IN ORDER TO VERIFY THE ABOIJE CONDITON.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)& HtAI BY MULTS+LYD;G THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. t 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 IC INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.NONEYER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BETH VERIFIED IN ACCORDANCE-WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REFORM TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q 10214,01-03,80715.01-03.11004.01-05,#12/4.01-49,x0317.02-06.#0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 Atm TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(t)AND HV WINDOW BLADE � AND E-1996 STANDARDS(USSR£LEVEL D.WJHD ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW GLADE Q 80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES i,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/BLACK SHEET 6 2.HV SLADEQ AND HV WINDOW SLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED OH SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERH.YACCORDION THA .ACCORN PIIS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DEANS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k8i YIELD STRENGTH AND 160 w TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEhiiERMATEALTERNATINGNC DETAILS W SHEETSTAINLESS COATING APPLICATORS,REpSTERED 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 6083-T6 ALLOY IS 30.7 Its;AND 35.7 k9i FOR END CONNECTION DETAILS /-B.CONCRETE/BLACK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI S84ES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018.WITH 50 ksi MAN,YIELD STRENGTH AND 90 k.T MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDNG CODE SECTION 2411.3.3A• ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOAD SHEET is 7.SEE THE FOLLOM.NG SHEETS FOR ANCHOR SPECIFICATIONS:MY SLIDE( 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET l6 tN B1ApE +O&Q")i, WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 48 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#5'458.179 ISSUED TO EASTERN MEAL SUPPLY.INC. 9.LT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA : HV WINDOW BLADE AIAU ONLY ALL.SHUTTER COUPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PEFO AKENT LABEL IN A VISIBLE PLACE WITH WARNING ROTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,DUST PROPERLY CLOSE ALL HV AND NO AREA 4; MV WINDOW B AbE n ONLY CENTERtMTLS AND ENGAGE OR LOCK ALL HV AND RD LOCKS. L^ 11,SHUTTER MANDFACTUFOCS 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, KETAL STUD WALL$ SLEET 20 PLACED FOR EVERL'CFENLNG.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. , 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S RSTALUtTON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING RECULATIONS PROVIDED BY THE JUMSOICTIOt WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSEILE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,BASED ON THIS RED.,PROVIDED HE/SME DOES NOT DEVIATE FROM TSTAIN PERMITS DRAWING SHALL ONLY BE USED TO f THE COtiOGTONS D£TARED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SIT S INE CONTRACTOR'S RESPONSIBILITY. SHALL ITS IN THE STATE OF FLORIDA (c)THIS RED.61LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE 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.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.Q.ENGINEER SHALL.SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)OMNNAL PED-SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity HUrricone Zone' L,LL'�5. /TTL_ 02017 TILTECO,INC. G�2017 EASTERN METAL SUPPLY,INC. Y,I yaQ� ' GENS � �� I__,_ A B RTHA HVTA IL. E C O �N�. A■S■S■A■ Accordion Shutter System H.V. MADE#1 W/OR W/O FIV.WINDOW BLADE gff�F.f/�1 = ATnetican Shutter Systems REV.H DESCRIPIM RATE ORu:N 6+ Lr. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD T5-085 D7/27/17 DATE 07/27/17 6355 N.W.304 sa,5a W.N4L�4¢wo-irs.FLOPTA 3315 4268 Westroads drive z Ptwse;(305)871-1530.Fax:(305)671-1531 DRAWING No _fids � Ndt a-TT n:tat. aa `Ee - West Palm Beach, FL 33407 3 oS17-107 WALTER A TtUJT-RE F1 FLORIDA ua/44187 5 SHEET P.E. �SFAt�5tF�1AYUftEjDA7E $ 11 OF 2O So rc-R m_=d.MME(9 e N VARIES 5.91 14 1 C? 4 $ �Uf MAR—TER HV SOLID 91ADE3)HV UNIVERSAL FLOATERQUALIFIED 811 USE W/ CovFRA 58179 QUALIFIED FOR USE W1 KV BLW ADEO HY DIRECT MOUNT SLADE HV WINDOW BLADE• 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U;jE W/ KV 6063-T6 ALLOY AND TEMPER 37Y- 6063- XWO -SEE LitifTATIONS OF USE OF BLADE @ON SHEET 19 T6 ALLOY BLADE TEMPER .124• - 6063-T6 ALLOY AND TEMPER 3.226 085* A. ..670 (TYP-) 72 12 -#V .994, .556' .67—or 2.226" 72 6�42 IS* 2-092' R 4 4361 .9 920 BY ADJ. ADAPTER��AIP J, �.2 6* QUALIFIED FOR USE / w (�)IJV WALK—OVER TRACK — �)HV ADJ. FLOOR-TRACK BLADE TQ QUALIFIED FOR USE %V/ KV HV TRENCH TRACK 6063-T6 ( ALLOY AND TEMPER SLADEQUALIFIED FOR USE Vj/ KV QUALIFIED FOR USE W/ HV 6063-t6 ALLOY A% TEMPER BLADE(D ONLY. (j§ HV RAINGUARD_ RIME 6063-T6 ALLOY AND TEMPER QUALIFIED FOR IJAE W/HV 6063-T6 ALLOY I TEMPER !21 VARIES BLADE W VARIES 1,936' 6063-T6 ALLOY A D TEMPER tAbn 11.917, gr ox %I r tr, .12 00 • .093, -Q)gr al 100 t • .06q* as _ • ic; 0. R 670 of -4 ' .0 670' 1 1.686- 1 V 670 3.529" 11217 HV HEAQERZSIL HD CEILING HE OERISIL FOR USE Vl� HV BLADEQ)ONLY @ 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE%il HV BLADE ale;�j HV USE HV MADE nIONLY, QUALa HD WALL HEADERIStLL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE W ONLY. 6063-T6 ALLOY AND TEMPER JjkMYJ COMPONENT A 8 11 T2 x Y t WL X Ell 2 Z' .125' 1, 2- V MAX- I/W 1/8- 31 3' 0.090' 2' S"kwL 0.192' D.192' StpE 6 _ CORNER POS QUALIFIED FOR USE W/ KV ALUMINUM ANGLES 109 2.5- 7"MAX. 0-190' OJ90* !0 UALIFIED FOR USE W1 W SLADE T QUALIFIED FD,6_USE W/ W SLADE(1) 6063-T6 ALLOY AND TEMPER BLADE UI ONLY. 2* s"MAX. 01139" 0.131* 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER I I I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' t�A. 02017 TILTECD,INC. @2017 EASTERN METAL SUPPLY,INC. tttt ............ BERTHA HVTM Accordion Shutter System TL_E_c�o ,�Nc A.S.S.A. HLV.RAM#1 W/OR W/O KV.WNDOW BIAX American ms �Ev.No campnott DATE 0RWJ BY. LC. COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 67/27/17 Shutter Syste a 7F TILLIT TESTING & ENGINEERING rTJA1Z') 63M N.W.3ea,st,S�345.VIFMIMA GARCEN% I E m FLORIDA 4268 Westroods Drive —2 Phone;(305)871-1530.F�;(305)371-1531 DRAWING No -A' jjj)N..., 0-1:Ot...O.W.— West Palm Beach, FL 33407 3 01 Ea-00:16719 17-107 4 ........... WALTER XVILUT Jr.P.E. zo 7LORDA U.#44167 5 SHEET P. XPN.'A'E/DAT E 6 2 OF 20 4A60, 1/4'-70ar/ p1E CA57 4576• .T45' 283• 11 p• FIAT lffAd x��. NREATFD xpvSAY.mm i 4.-?° 2. 3` .745• o O 553+.5. V *f, NMD iN"nEADED r+151' p (2 1YrJ o G Wlta,°p40• pPANTED.062` SYlNNDER `SRASS CtIDlOER MATEOp z`�i °4<'R ry ' •� &KEYS(0mve (CKA'DYE PLATED) 2f V CENTERMATE HV FLOATING p! LU o n'^ m- HV LOCK) HV EGRESS LOCK QUA.11ED FOR USE W/ HY BLADEO& to ONLY .& •1 QUAL(FlED OR SEW HV QUAUFtED FOR USE Wj HV 6063-1`6 ALLOY AND TEMPER OU ED FOR USE W/ HV BLADE 1 & A ONLY I SIAGEt,1 & ONLY. BLADD63 ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERIVIATE O AIIF7ED FOR USE V!/ HV BLADEUI ONLY 25D o.D. ra 74 6063-T6 ALLOY AND TEMPERt8' PlAVOLLDED TO • 4065' SCREW n .7 I.M. t fl .380'AFTER RIVETING �" r ' 0 6 �' N 'p6• ` '� 1/4-A-20 x 3/4" BEFORE R14tIT7NC s� y� S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 4444 ALL'LLNUM(2026-73 ALLOY)NAROC F1A14E EMS I— T:sa 1 aTscE L m i����1 SNEEi NU,5ER7,PARE 1082%r5 feaNUFACiURED BY avpEL PLAN FRONT ET,EVATION !�� HV MALE "T" LOCK._CENTERMATE 4 66' CHERRY iFMORN,FNSIPPpry,hT.v JERSEY 07054ORE=L 2�7 LOCKER FOR "T" LOCK CEt4TERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY HV FEMALE "T" LOCK CENTEJ3 ATE t�U "T" LOCK HV ALED 170a SE LOCK 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED F0(D USE . HV QUALIFIED FOR USE Wj HV BCADE�ONLY QUALIFIED FOR USE Y!j HY BLADE�t`)ONIY LY HV BLADEi`1JONLY. BLADE i ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR"'' / �5 •x4/7 '917. 3.161 1n D THUMDTURN o� F. '.rte, "4-3 • CYLINDER OR .214' .06Y ! KEY CYUNOER M .545• o n FNrr 0.875"hGn. n .4 �i n p Ile 1 .125`Max. Cl CENTE M T NO OCK G OD {3 HD CENTERMA E W/ LOCKING ROD a 1IUU1I 0 p d QUAUFIED FOR USE W/ HV BLADE t)& to QUALIFIED FOR USE W/ W BLADEQ)& 1A 6063-T6 ALLOY AND TEMPER - 6063-TG ALLOY AND TEMPER . HD VARIES.12"MW. QUALIFIED FOR USE W/HV BLADEO&& 1® 1 r/4 01-20 ip31Wo-16 6063-T6 ALLOY AND IEMPER sA * t t1/2• _ THUSNBTURN (SEE OETATS Do OR KEY tis' 157 Mi. CYLINDER .78'Max. e +� - 1 LOCKING ROD 1S " "/4'a (7' HV BLADE{}t -•( I-•375'0 _ SI � D LOCK QUAUFIED FOR USE W/ . 6063-76 ALLOY AND TEMPER (,S6) HV 3f�"�►-16 AOETAL 37 HV i/4" �,SI�yL.304 6Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EDIT LOCK �5 INSTALLATION WILL REQUIRE A 7/16'HOLE THUMBSCREWS, RIES S.S. USE V11 HV BLS QUALIFIED FOR USE Wj HV BLADE(D&& A LLEO AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR i�y HV BLADE O QUALIFIED FOR USE V!/ HV BLADE Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ,1T1i".„OfGR A.T// ,-- 02017 TILTECO�INC. 02017 EASTERN METAL SUPPLY.INC. • "G.�*,;-= , �,t4. BERT A R TM \CEIV`` A S S A Accordion Shutter System fM d ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE k 1' 7 e American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY Y •N DtscRlPnpx DArt pRAVRN Dr: IC • -a S 8335 tLW.J6N SL.5 a 3a3 NY�U OMDJL FIDROA 3356 Association, Inc. , OLD 15-085 7/27/, OATE 07/27/17 +n • $rAT� OF r,. ' 4268 Westroods Drive 2 �� Ptwaa:(305)97,-,530.ra.:(305)&77-,33t DRAWING No t�•VA —P—� a-mmT:T7teca©°dcom West Palm Beach, FL 33407 3 17_107 12 V....r.. 16{+++' VALTER A.TLLUT1 Jr.P.E. 4 1S/ 11' n•OR®A Lk-f 44167 a SHEET E P. .'S&AIO t(S A RE'f DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8 LEAS% H V (1-A HV (p 41 12 U1 NCE TO SLAVE 74 Z625' 40 E IS75- N HV LADE I !;V WIN 4 SLADE '06'25- HV BLADE IA 87 Y .0625,% HV LONG RECESSED NYLON BUSHING BLADE's KN=aE 0.0625" (rYP) -- 39 69) HV SHORT RECESSED NYLON BUSHING RI 1 3 HV NYLON HAT WASHER OR (D 'Acr 4k t -8 50' X ai HV WHEEL CARRIAGE AISI 302-303 SERIES 5� --(R 0.870"x3/16* THICK NYLON WHEEL 2 1/1'11 w WINDOW CLEAR SEPARAMJ 3.7500" 0.188'0 AISI 302 SERIES S.S. RIVETS sm*MEN .0625' _062S' i---, SLACE 3/4' ,n,, HV 1 3/4- ACCORDION PIN IN/ #8 HEAD EXTERIOROPENNGS ON CMM— .75w 2 1/4- HV 2 3/4- ACCORDION PIN W/ #8 HEAD CLEAR ff"2� smm TYPICAL HV WINDOW BLADE AN 75- POLYCARSONATE IMPACT RESISTANT HV WINDOW Lp 5* PIT U to-T 6251 ot, X315 1:�'. FPOLYCARBONATE HV WINDOW DETAIL (DOR (gfbor @ CE NOTE R REQUIREMENTS) (D 0 OR POLYCARBONATE IMPACT RESISTANT HV }VINDOYJ BAYER MAXROLON 3103 POLYCARBONATE 12'Ulm CLEARA ICE RESINS, UV-STABIUZEID GRADE OR SABIC TO BLOC eon M INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREMENTS AT EXT RIOR BLADE KNUCKLE FOR 6 Jj (SEE NOTE -F- ON SHEET 19). HV(I W(1h (1)OR _._ (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR R POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ KV(DOR B R�QL SHUTTER ASSEMBLY EXTERIOR APPUCABLE RMT HV (9 BLADE. TVW-AL PROPOM sulm= Pao reap wasx HIV PIN O&I%OA;T (2) HIV PIN 0 MAY BE USED IN UEU OF (9 AND ONLY AT SLADEs KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D cam (SEE NOTE*FOR -U—M.IN A"M AM -0,"p'. Mw;tvw 7 -11". SHEET 7. REQUIREMENTS) BLADE WHEN CORRESPONDING TO INSTALLATION meu rw sawmi. nu CM 9.400 9i 9,=0.1 nnnmL SYRDMH AT I= ASM am 12,506'u 13,400 1� (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHERFUXtPAL UWLUS ASWOM 340.006 a.l 315.006 P..j. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ASIU 02." Is 17 ff.otn SHEET ImoSUOKE DC'nnr ASW 0290 arts 005 xuAx WH NTs--L CARRIAGE DETAIL AATC AM COM C-1 CLASS C-1 CLAZ Cr EU;Nwl REMBLY LAYOUT sw C.M. AM 010n ic"T 27.TNS m: C133 DY.-I"AFTAFTERw= TPME STETWTArSIR S" 9=P� 6&6 P..+. HV BLADE SOLID A (A HV WINDOW BLADE DETAILS RN=STRESS 8EFORE%SX11HUZ54 &W 638 1 M,a.l I ewo"L N.T.S. 'N FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone: IIII,'-9,P,T//; , ....... ....... 02017 PLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System i L E C A.S.S.Aw KV. RAM#1 W/OR W10 H.V.WINDOW RAM 'IV.N. DESMMON DATE DRAWN Sy. American Shutter Systems Lc TIULtT TESTING & ENGINEERING COMPANY % Association, Inc. I OLD 15-085 ELY12 DATE. 07/27/17 63M N.W.38th.St,SU..105,%IRM"CAFMM FLORVA 3310 4268 Westroods Drive No Fw.:(3m)571-15:50,I-:(305)671-1531 2 DRAWING 3 West Palm Beach, FL 33407 4 17-107 IYALWA X Tdlffl Jr.P.C. .............. FLOROA Lk.j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 a a. 5 „r.0NOTES ON HV LOCKS AND CENTERMATES � B D c �a;L,,�1y,�� i, MFNDATORY CONDITION ii:ONE HV LOCK�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'tom 4R 12'AH4VE OR B OW 2 OF SHUTTER SPAY OR 5PARs UP TO 105',AND FOR INST TtON5 AT ANY ELEVATION.6M LOCK ar MAY BE USED AS AN INME OR OUTSIDE LOCK,ATTACHED TO�OR 4 CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �aVd 2. OPTIONAL CONDMQN it:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWo HV @ LOCK KSS 2j ,Q§OR qO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES Q1 �OCAtiA4N5 0 BE SHALL INDICATED ON NOTE(AS INDICATED)ON TYPICAL SHUTTER ELEVATION, V 3. OPIJONAL CONDITION 41 O%ID ONLY WH CONOWN 11 OR LI TTEID MANDA1109f CONDITION 4 �2 IS USED,�yflY/o�V..LOCKG}: LOCKING RODS 5 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 56 ax(iJ0 at�4 °'2� BE USED!F D£StREO Tp ENHANCE SHUTTER PERF4€FMANCE LOCKITJG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4,MANDATORY CONDMQ 12.ONE HV LOOK� t SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK Or @ SHALL BE USED AS AN OUTSIDE OR WSIOE LOCK, ATTACHED TO I(P CORNER CENTERMATE W/(2) 1/ 0-2D x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS(T$ f AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a�� xOFxvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o v9 of S S, ALTERNATE TO MANOATORY CONDmON#1 VALID ONLY FOR HV10CK_a_W/._9TAMEffi��L CFNTFRM•-TES 6t. e8_g6$ OR�Z.ONE ALTERNATE HV LOCK�6i MAY BE USWN LIEU OF HV LOCK 0 or 29 FOR ANY SPAN AND INST TI01J5 AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIOE�OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0-20x3/4-S.S. THUMBSCREW TO 0 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. / g RNNUT AS SHOWN ON SECTION HVE, SHEET B. DUE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 xgo-1 _11 ¢gag ` e LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 0 FOR KEYSTONE MOUNTING INS ALUMNS: ONE HV LOCK(8 Or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED To @ or 0 SYMMETRICAL CENTERMATES YJ/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END--- ITOP M.S. Q CATIOAN OF'LOCK ND BOTTOM SS COMBE AS INDICATED ON PLETELY MANDATORY.TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNEcIr OETAN-$0:! D F E N 1 J x l u P 0 a V W x SHEET1F0 D - *NOTES ON HV "T" LOCKS AND CENTERMATES: 16 rip.HEIGHT. 4OF CORNER o t. SECOND ALTERNATE TO MANDATDK�CQNDITION#I VALJO ONLY FOR HV*"Log sm CaMMATES 66 AND CENTERMATE ONE ALTERNATE 'T'LOCK MAY BE INSTALLED IN UEU OF FIV LOCKS OR Q$FOR ANY SPAN AND INSTALLATION AT ANY ELL EVATION.ALT TE LOCK t� Y 8E USED AS AN INSIDE 4R OUTSIDE LOCK,ATTACHMENT OF LOCK CO INCLUDES USING�RaEINFOR.CCIIN�G LOCKER',AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE CONNEC10•15 a'Q+ 3u+17•1 0* WINGNUT ORT V/ 1EJ4-C-20x1 SSaF'.S.RJTtO AL T/4'6x 5/8' 1RNNUT.LOCK MAY BE NSSTALLED AT MIDSPAN OR 12' ©'O.�Qa�•O+1$w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0„.5,TOP AND BOTOM IS MANDATORY. {135+@ 13, 1$oa�$ •C7) �$ • t8aai9+[r3aat9+ti5r>17. 3 ES ON HD LOCKST S•1. ND LOCK /HD CT7JTERMATT'S(3-1 OR 33 W/(33 :ONE ALTERNATE HD LOCK® MAYBE USED IN UEU OF TYPICAL M HV BLADE SHUTTER ELEVATION Hv LOC7C9 tzg 4R 2 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATOR.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSID I=.ATTACHMENT OF NO LOCK T0'M✓'IS W/3 Q8 x 3/8'F.N.SS.M.S.,AND INCLUDES N.T.S. RE)NFpTtCEt1E1JI IIJSERT:553. AS SHOWN ON SECTIONS HDB AND HOC-HNC.SHEET 10.LOCK WAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 15.,,,5.'IS COMPLETELY OPTIONAL —FLOR-IDA BULDING CODE(Non High-Velocity urricane Zone, l -y b2017 TRTECO,WC. ' {B12017 EASTERN METAL SUPPLY,INC. �':'';10EfVs •• 'may aI� BERTi�A H�tTM27ZT,N.. A S A Accordion Shutter System tLv euu7E#1 w/OR w/o H.v YdNDOw BLADE American Shutter Systems orscm noa DATE ORAWN BY: LC. L'4'• TILLIT TESTING & ENGINEERING COMPANY ¢7 F Association, Inc. 1 ow 15-oas UzT/1 wrE 07/27/17 6354 h BBN.54,71 305.„aF C(305 a,F-153 311E 426$ Westroods Drive z to Pham:(3pg)aTt-1530.Fax:{305)BTi-i53t DRAWING No C-mat:04s 0 oolaam West Palm Beach, FL 33407 s 17_147 }1;tA1 tt`(� L 4 /vtTfti.�"vtj11L WALTER A TiU.R1dr.P.E P.E. SEALJS1GIt1d`T(JRE/DATEO�A ua.A a1aT s SHEET 6 5 OF 20 aNCRLTE AT,' ORS POUREASD E POURED (SEE SCFiEOULE ON OR COOCK POURED CONCRETE SHE[T 13) REOlrtCONCRETE ANCHORS MACHINE SCREWS S. Na REa REOUwEo F14 j • (SEE SCHEDULE ON er/ t/a-20 CONCRETE ANCHORS / ' )7 )$ EYSTOY£RE (SEE NODhN19 QON SMELT 7) SHEET 13) NUT'5 O 12.O.C. / f (,M——WKW—LEE ON W.Er 13) f , . ' T/_-_ t/4b-20x3/4"SS. MER 14 f EO EG LIACHmE SCREWS __� USR,G 1/a•-20 NUTS -O 12"o.C. _E. D.• l/ / 250 M9Y. � T7 f 13 oR 15 I :Z —13 oR 1 S / ' I r .250'Mox. / ?� / I Mar. �./f'•/ %/r I i i i r J�/ JJ r I I J f / \ r r I JE.D. `�ff OPTIONAL. i I i i `I ;i'"/ .�� / -OPTIONAL yr L��U� ` * MCI.SEPARATION TO CLASS t s lti OR 91 rl r 1 0R fg ; (+ i ��(SEE SCFEDULE ON SHEET 11) Et05RNG 1 evocs(lk© WN.SEPARATION TO CLASS A,<5— '(SEE SCHEDULE ON SHEET 11) r r EXISTING @ HV WALL HEADER INSTALLATION Al HV WALL HEADER INSTALLATION HEAiE.R INSTALLATION + KEYSTONE EXISTUtO ,�_-,. r"--J�— SEPARATION 70 CLASS , I QASS -' UTL 56 r , , 1 OR t d� 1 e 1 EXI STING {SEEEE SCHEDULE ax SHEETTIsy- i I1D oA%(SEEMOT.SEPARATION TO CLASS UASS s'xLveea+steF �-(SE-E SCHEDULE Ort SHEET IT) ' -n FCR IxxoE m IQ)a a EXt5TING 'FOR j /� �' OPTIONAL i e i i �r) 5J4'Max. �j�•�'�i r��,r �1,� Ma:. I/' ? OPTIONAL ! / f f 1p t 13 oa 15 E.O. / E O.w�' J� '� %Y J i i i i t,F• ;'J,- �/ ---- f O.y r 19 EO £D f r s -/ 13 DR ✓-r ---- • `ar /4-0-20.3/4-t CRIC4) PIPTRUSS HE1 /4"o-203/4'S.S.PHILLIPS MACLtNE SCRUSING TRUSS HEAD MACHINE SGRE7E O CONCRETE ANCHORS 1Ja•-2o NUTS c t2•D.C. (SEE SCHEDULE Oil 1/4•-20 NUT0 12•D.C. f CONCRETE ANCHORS TSHEEP 13) (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK POURED CONCRETIC HREQAR£D OR CONCRETE BLOCK ORS WALL REQUIREDHV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) CR CONCRETE BLOCK WALL REOUIRED HV WALL SILL INSTALLATION t1aTP FOR LrlrBNA,TaN aP S1-OnaNs• INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR rmcAL S14UTTER .E 0.-EDGE DISTANCE .SEEff Of USE FOR H V BLADE ASSEMBLY (SEE SPECIRCATTOF25 ON SHEET 13) BLAHEET 19 2-UO MING sECTIOFtS CAN BE COMBINED Na AMY WAY TO SUIT ANY iNSTALLATtOFt. t rs FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' (� ER 2017 EASTERN METAL SUPPLY,INC. . ro' L,' o2a,7 nLTEEa,INC. BERTHA HVTTA A■ ■ .A■ Accordion Shutter System 11�E G Q �wc. KV #1 W/OR W/o W.V.WIMOW 9-CE American Shuffer Sysfems _x DESCiiii noN DATE DRAwri Or. L.C. Q 1�� TIWT TESTING & ENGINEERING COMPANY ASSOC1afI0n� Inc. t OLA t5-O85 7/27/1 DRE: 07/27/17 �+'•,,(� gyp` t4, %% 0333 Kw.Jain.sl,se.Jos vw nA CnRD]+S E DROA 3310 426$ Wes(raads Drive 2 PNaw.(305)871-1530.Fax:(305)87,-t33t DRAWING NO N a-.01 Wit,p991—M West Palm Beach, FL 33407 3 7� I77 x.r ES-00067,9 4 �"I.." eow,"xr WALTER A.T1tLiT Jr.PZ P.E. SEAL/SIGNATURE/DATE FLORIDA L�9 aa18' 6 SH66ET OF 20 CONCRETE ANCHORSIra s1PAwra+ POURED (SEE SCHEDULE 0.4SHEET 13) ro WtR(SLE 1 OR EXISTING i 1 i.. ro a11M1 ' 1 CONCRETE 'SQmuIE w yQT GLASS--Its¢tar>xa j aet r ' REOUDIED EDGE OF ii fDR AX'E Za1CD uN.smMAi1¢+ i "!QT it SLAB IF Qy�C%M& • r^f�cxaasc i 9 I ,!/�. / f _f{ D.•!! /` APPLICJ9LE EwsnNs�, " !.r'/�?, /� r f�j'Jr/./ ,,• ' ALTERNATE r i_t j i i i I EXISTING "'^�/" / / ' �'7 f/�/ ✓ " ANCHOR /r /'r/moi'.''i i%}`f' /✓/f/ g LOCATION t i i r L710z3/a'HEX WASHER HEAD I i i r •/,!�/��.J, 'I f�i lrl�J„�/' T t CY 13 OR T 5 i 3je'ION. IFIL SCREVtS O 12'O.C. , 8 GE OF i 1 N 3/6 mv. CONCRETE ANCHORS .,�'! / / ,• / (SEE SCHEDULE ON SHEET 13) / EDGE OF //�/ / ��'!////'l•��/ IF ! y. Ew5TR1G_^ EDGE OF._.-.7./' !�, , '.•/" `/ +: /': APPLICABLE ! : SLAB:F )J '!JJ f�,/I,I x;112' ftj //J r/_ SLAB°F !!./!. / .'! r/%�/ i �;s>hFA'ral PPPUCABIE f•%J E,O„ APPLICABLE PTILTRED PoURID FIAT HEAD CONCRETE ANCHORS J/ �//j/,f J •f. !� J r' E.0'. CONCRETE '1 it �SAaDESIM PoURED J J/ ! /J ./! /// �: ✓� CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED ( SCHEDULE ON SHEET 14j +. 9rr;Z yg taa T OR CONCRETE REQUIRED ¢>p REOUIRm D. 0• (SEE SCHEDULE ON SHEET ta) I� TRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF A.S.O. QI HV FLOOR INSTALLATION 't O HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE 03,SHEET 17 Q HV CEILING INSTALL,�ON EXISTING 14`14'.17fJMilONAID 1 a CONCRETE ANCHORS T...�— b�aA^s O --,-T--�., (SEE SCHEDULE GH 1/ab rTW fa 16 TMG1'N w/ a sIaET Iq` EXTSDLLG SHEET 15) AVIAM D Ui8FVO1 Aw/-^—'� T[trCF+Otuv 8R 1!a0 ra+rc 1/4'EXISTING_4 GLASS ' +'WARM 16(alis GLASS--1 FASTDNM TAPPDts H+CH'.%15 W/ �CLASS I sf '( s Ma c°sT 111 1 —st�/r—ro t 3h'WIC 018C04@Sf o C=0=Ca +O i QC FOR P TD6'-0SP1P4RS APPLY 1 a' abaoFORIF OUAX vT �G4T AT EV fiI7 g7ox3/4"t+�( E:O�/ 9+EEr i1 tOR u*dIXTIRic. w 3 OR 15 WASHER SCR fl� {. / J CCNT.Sown trtt. f gts:3ls" C. HEC HFAD t , 3/e• �!r / / TEK SCREWS 1D 9.O.C. 6 � g 4z3la"S.OS. ,s _ t ro-10.3 a"ss uS 1ca:�cREtE ANS]iS1R5 'u i i, t/4' // 012e01T3OR 1/4'6-20 SS.M.S. ` ,,,_1..' 9-8 O.C. • ' a: / `' o t2'O.C. (SEE SCHEDULE ON - DaSONC GO}4 5TFRtGURAL W/NUTO9'O.0 SHEET 14) ,�� 1/2• I i` /' f�! 1 7 t 8 ! 2.t1D`FlIN, HALL TRW(DECORATNE ",,,, ___.r•§a$—__�• ., t 7 DR T 8 • E.D. S4L) // / EDGE OF /� �74z3/a"F.H.S.D.S. M1tt. ' f ! J r'J SLAB EF _ , PCXiRED OO:SOiETE 7 8�A J APPLICABLE ( 9"O.C. . RtbtttaED !`/ r;/'. �' ! CONCRETE ANCHORS SEE NOTE i3(b) tSfE NOTE 13(b) ° .' .r / '� t�--•—Et1. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 •' •• , / / ri f! r/ fJ •J `/ J -,.i f .f ROR EQUITED CONCRETE BLOCK SHEET 14) POURED CONCRETE �i SHEET 1 OR CONCRETE BLOCK Q HV WALL FL00 INS TA lON O REQUIRED Q KEYSTONE ��tTIN� INSTALLATION72pst GPnottAL POURED Q_ L HV AL WALK—OVER INSTALLATION 61"'u u Aso"�T4 ssuPE 'Ca•a2°.r CONCRETE VA7aM1W StRR1ER SPA11 e'-tY REOUIRED Q SIV RAINGUARD INSTALLATION t fim, t THIS INSTALLATION SK4LL NOTE FOR COURINA OF SICT10NC ♦ REMOVABLE WHEN PERFORMED E.D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EAT f SEE JJAT[ONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL STUTTER (EE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE VA ON SHEET 19 INSTALLATION DETAILS W,/ 10 HV BLADE ASSEM5L7 IN ANYWAY TO SS SU TSACAN BE INNSTALLATTIOX ►+NED 'F+ 'E A. -� FLORIDA BUILDING' CODE(Hon High Velocity Hurricane Zone ,�1�' •GEN F +/ "= czot7 mTEco.INC. 02017 EASTERN EEASTERN TaErAL suPPa,INC.'v S' TM ERTHA """' A A Accordion Shatter System e•"� _ -- �• E C d i m c• ■ ■ ■ ■ KV RU ADE#t W/OR W/o H.V.WU'XW MADE -nuit TESTING & ENGINEERING COMPANY American Shatter Systems LN. OESOMPTION DATE DRAM W. L.C. Association, Inc. t OLD 15-035 07/27/17 DATE: 07/27/17 :11(1305)871-1530 11 st„71-153.77R1- (305)871-1531 305 1-153 saw 42$8 Westrcods Drive 2 F.:(sos)am7-Tssa.Fco:13as)D�1-1x31 DRAWING No •,�:�jOA►AL ta-mea;nC06719 om West Palm Beach, FL 33407 s 17-107 .I//IAA�1tr WALTER A.TOUT:r.P.E. FLORIDA U.g 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OP 20 SEE EN ETS 10 & 18 SM NOTES ON MSMG LOCMG RODS HV Leon2Q orQ -F GLASS INSTALLATIONS W/ HV AIM ALTERNATE w LODI 0 ON wm s. Fo— so, OUT F-1 N7 BLADE SLACK DETAX INF Is VALID MR" BLADE WZ HV CENTERMATES COCERVAIES APPUCAVON WITh&-QEO .E)OSnvG GLASS SEE END WALL CONNECTION DETAILS ON SHEETS 10 dEt (D-0 ————————— ——————————————————— 3 1/4, 1. 6 1/2* 7- (6063-TS AUffO OPPOSING SYMMETRYCAL EINERMA E. 0: CENTER M114.SEPARATION CT L�� 25 TO O(ASS (TOP/BOTTOM) flml/l S.&L&0 12' W/ SH HV LQUK or (4)11 S-M-S- O.C�FULL LENGHT. (SEE SCHEDULE V&H (WI ON SHEET I I) AT E XIMT TUE'�1) i F—IN-� 0 gk------------ 77YAK--------- (3 Fo-u-T] -HVC HVB POURED CONCRETE OR HVA G GLASS CONCRETE BLOM VIALL @-(D.0-@-F1 REOU D SYMMETRICAL SEPARATION 41, F-IN -(9'T CENTERMATES fl� (SETS'CHEDULE 6 GtASS a W1 HV LOCK (2f OPnONAL L WIL SEPARAR 14 RE OU TO CLASS OPDONAL 43 (SEE saiEDU EKI . (INTERJOR) —-—-—- -—-—-—-—- Off SHEET I co,,qcrEiE/* ANCHORS 0 'a Es LIE FouT 7\04 — 1 VAR1ES (37) Of] 6 1/2"1IMX.SLACK Le�0'. 0 Fo F0—U-T] 3 (EXTERIOR) HVE HVF** HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, i:��v.........Vs 02017 TILTECO.INC. 02017 EASTERN mux SUPPLY,wc. BERTHA HVTM Accordion Shutter System "IL ECOmc. A.S.S.Aw KV. MAM#1 W/OR W/0 KV.VANDCW IXADE TILUT TESTING & ENGINEERING COMPANY American Shutter Sysiems iEV.No DESMPTION DATE I W L.C. EU:r 07/27/1'1— Assoclaflon, Inc. I OLD 15-085 07/27117 % e- 6355 N.W.-6�St.St.30.V9=%1A WOM FLOROA 3310 Phone ,05)871-1530.F.—(.101 4268 Westroods privy 2 DRAWING No \v '�:( .-3! West Palm Beach, FL 33407 3 L Es-00067til 4 17-107 WALTER A.TI1LUT Jr.P.F- Ifff"', FILORIDA U�#"167 5 SHEET SIG RE/DATE 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOC 60) V ALE FEM LE T" OC S C TEM TES 8 9 & LOCKER �t W 1 Y BLADE SEC END CONNECTION QUAILS ON MFETS 10 k 1R INSTALLATION C1) HV BLADE OUT !N ,/rd 6U9E(DSutK Q TIAL ,atix4A1W C i suEF W f FID CENTERMATES As*ELL As armRsA:FwAmn EtA9E®GETAL rca-NNi. ��1 }��� mffiCATm 4N rea6 sntEr,MAY DE ifiED Tarn Toms u1EiA. °'Q aS;!•v"L!"\.y'`®w SEE END WALLONN & 18 tI 10•��w�•®�01©•�w a+sr rroe+ enc s"4me ix r1Trs DETAIL ON SNEE100 d 1GTS (4"3-T4 scan u€v. } a,) •�, 35* # 3 11---C s/' t ti + aro- t { t ------- (oPnowa d (oPR4rut) ito.sIr ae.FULL trn° W, * I N (4)eLv. I I N p)N.v. 3 uP,> , 30 HV I.T. Ehxs(rm.) :air P4iS 6;0) / we $ 3 LOCK (INSIDE) 1 1 a,am o .-----..--_- I I 51 , 28 2 1 � ,� QUT 31 oa 2 33 31 oR 32 31 oa 32 3 31 oa 3 2 i x 1 1/2" SS.M.S. d 35* (*MOM) SFE WI-6 6 w K7 wc-c a@. W/ 7/$"s4 x 3/32" WINGNUT, w my)HDR—HV$ QUj .H�=�C -r Loan.ON swEr 5 * SYMMETRICAL ND CENTE RMATES 0 HV "T" LOCK (QUTSIDE) 2 SYMMETRICAL Hp CENTE AT S WI gaff LOCK (WERIQR) W/ at (IffLRIOR) t s�94"4WWa HVG* r=443 AM)LIRX FW=TWN w4�w0 (7w 1D ®w SKU tzrwa.PAAr d 4E2R 10•�a+)�*�' i�•�w AS MOUF,4MOW 6Y ALCM 017W Wall,'t,PARRPFM' MEN Mq Wr ©•(71•�w 6�•7�•�w 4745E ca CaYAL v •�8w)�•®ae�g.�w 3 *WE cOlf$W wav+4 FL4S(D a rog.ace ax sat?s tPC.adQ..RGErt4 MAXO CFAL eC4-KA s FZ HDA—HYD** FLOATING STACK IFFFFfJIJftfffjj�s'' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone y T` "•. ~~L 02017 EASTERN METAL SUPPLY, INC. C2017 7eLTECO.INC, ,��, �jCENS�;•..c%,"y BERTHA HVT,, o•4 p S A Accordion Shutter System 71L ECO x . ■ H.V. MADE#1 W/OR W/O N.V.WIM W MADE % �` TICCIT TESTING & ENGINEERING COMPANY American Strutter Systems .N CESCIUM11 Dalt DRAAV ft Lr- ` 0 .� \ Association, Inc. I OLD 15-085 /27/1 GATE: 07/27/17 " �' \ t}JaJ N.p.]6tn.St.see.30S..YiR4L`M CARDENS.PJXWA Jath 0 t ' Phana:(J9s)971-7520.r4Y:(a95)67t-1531 4268 Westroaas Drive 2 \ 11 a-root 01.caoaotaam West Palm Beach, FL 33407 3 DRAWING No ONAL EVG,Ft�' „urE TLL1TiJr.P.E. t 17-107 "• Af.JA�" n.9RiDA Urw j 4067 5 SHEET P.E. SEAL/SIGNATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR F V OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK VALL REQUIRED 'ALL REOUr BLOCK W ED CONCRETE BLOCK WALL REQUIRED EXISTING CLASS EXISTING CLASS EXISTING GLASS CONCRETE ANCHOR' /—EXISTING GLASS 0 16' MIN.SEPARAPON & 7 TO GLASS(SM SEPAPATKIN flu SCHEDULE ON SHEET v 10.SEPARATIGNI MR SEPARITION (SEE: (SE, TO GLASS(SEE 11 FOR BADEOANEI To OAT. -OR SCHEDULE CIN SHEET TO GLASS ED MAY.. ON SHEET 19 11 FOR ELADE C)AW ECHEDU—F ON 9-&T SCHEDULE ON SAE17� I/IB7.3 11 FOR BLADE(j)AND (6063-76)CONr. BLADES(D REEf 19 FOR 11.FOR BLACE0A:,V ALU%L CLOSER ON SHEET 19 FOR BLA�ES I is FOR BLADES(D PLATE.(LOCATE I At EITHER SIDE MIND-/ up\ I OFC) USE 1*OR 2 1/2-MIN. I -. (AS APPLJMLE)x2*xt/S'xO'-2^ 1 flO.1/2'SALS. -—-—--- < ALUMINUM CLIP ANGLE #10%1/2-SM.S-- 16*O.C. -—-—--- N. (6063-76 ALLOY)AT Ml T O 16,O.C. 4 S.M.S.TC, N (2)1/4*0 O.C. ANCHORS TO WALL AT I-O.C. (LOCATE AT SEE DETAIL X FOj SIDE CONNECTION dos! FATHER SIDE OF Ga ) OR SEE CETALL X FOR OR��\ TO TRACKS SEE DETAIL F 4 �((Dj)OR 0& SIDE CONNECTION SIDE CONN TION 9 .6- 7 to TRACKS TO TRACKS -(D END CONNECTION DETAIL(1) END CONNECTION L-KTAlL @ END CONNECTIONDETAIL END-CONNE ION DETAIL W2 F—H—E—E-n—ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING W, CONCRETE BLOCK WALL GLASS --E)aSnGLASS REQUIRED D.C. ------- >Y / -- ----------- 70 GASS(9E a le DC. OR OR@OR so'lEEILUE al Sl-= TO CLASS(SEE ---------2:�� ---------- - ---- /2"MIN. SDHEDUIE ON SHEET -----------4 it FOR EIDNX&AND CONCRETE OR@OR(90R@ ON SHEET 19 ANCHOR 0 It FOR EI.ADE([)AIM ELADES(1) (9 12'O.C. ON SHEET 19 FOR 'CONCREFE" BLADES a)&Q) -----7P- OR(p >: /-EQ @--1 i I 16' 1/2,MIN. —J 4 D.C. _" I CR@OR(qOR < 2*MIN. SEE U TIONS OF USE FOR 2' BLADE WU ON SHEET T9 @CR@CR(q0R(3CR(g VIEW 5 i f d1 OR PLAN c DETAIL ZCONCRETE MOCK WALL END INSTALLATION REQUIRED HV BLADE OR 06 HV WINDOW BLADE -INTO POURED CQNCRETE OR CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAILONNECTION DETAIL(g) FLORIDA BUILDINGCODE(Mon High Velocity Hurricane Zone'j 9TRI, 02017 EASTERN METAL SUPPLY.INC. 11, ............. 02017 TtLTECO,INC. BERTHA HVTM Accordion Shutter System EL E KV. OLADE#1 W1 OR W10 H.V.WINDOW MADE 17 c7767,7mc A.S.S.A. DATE nWiH By. L.C. U American Shutter Systems REV.H. orscRiptro" TIL IT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/17 DATE 07/27/77 omprcw.36u, st.,sft�303.MRM%U WVENS,ROMA 3316( 4268 Westroods Deive 12 - Phone:(305)871-1530 Fo.:(305)871-1531 DRAWING No ........... West Pclm Beoch, FL 33407 3 M-OM719 4 17-107 WALTEA A.TrLUt Jr.PE U,-0 44167 5 SHEET P.E. S SIGNATURE DATE --.-..10..OF 20 SCHEDULE #t SCHEDULE #2 SCHEDULE #3 tAAXI&MI SHUTTER SPAN 'L+" OR `L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" INSTA ANDON LEGEND ` ,MOTES: (ft.). FOR INSTALLATIONS W/ 91. OR "L (ft,) FOR OR "L-" (ft.) INSTALLATIONS F:FNTFRhJATE$.(a & or or INSTALLATIONS W/bOR yy I M CONCRETE & SNOOD (1) L+:MAXIMUM ALLOtrABLE SPAY FOR A GI/EN W/ ONE H.V. LOCK or or qr &$W1 ONE HV LOCKS MANSORY POSITIVE ASA.DESIGN PRESSURE RATING. HD LOCK LV/ NO LOCKING RODS or ONE HV LOCK or or® —' L-: MAX ALLCIVABLE SPAY FOR A GI`�EN NEGATIVE ® ORW/ NO LOCKING WALL A, B. C. D. E. M, N, 0. P, 0, A.S.D.DESIGN PRESSURE RATING, CENTERLTAT0 28@ 29 W/ONE W/ NO LOCKING RODS ODS MOUNTING F. K & L R. S, & V. to-T" LOCK 30 L7/TW0 LO(O'.K NG (SEE NOTES t,tt) (VAl to FOR MOUNTING Q/ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP cC&}BOTTOM JiSEE SHEET`7) FLOOR/CEIUNG G. H. I. 11. J T. U, Yr & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: E--&'Y.TyO IJSTALiIsT10�5 CONCRETE&WOOD MOUNTING & to CD1ICN Nc CONCRETE eoxnrtai +wc°i� i NST ATIONS 'a"°` '" VISTALLAT10YS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, ASD,DESW aso.6LsteeN AS.O' E DETERMINE MAXRAUM SPAN 'L+'.FROM SCHEDULE. FPr1S4R= WALL UGUU G4G FLOOR/CEtllNO FAE53URE WALL Moutff G PRL65uFE ngORjcEILI.G �y tuts g (RAT=PAL GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. eA MOUtMNG IP.,✓,) (A,dt,) OR I.CA_7 7100R/COUNC NWNT4:C I.OR�? noul nAy MOUNTING /� DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. L+ (ft) L-(3) L 4 (10 L-t'.) IN tAAXTMUM SHUTTER SPAS 'L+'OR MIT PoR L+ D4 L-tnt L r (t) L-te} FINAL f.1AXIMua7 aIJA•rrABtE SPAN Is EQUAL ro THE 30 OR—LESS 16`-0• 161-0• t6'-a" ( 16•-a 30 16'-0" 16'-0" 30 16'-0" 16'-0" 105 par.A.S. INTO WOOD SHALL BE UMDED TO 105 pst.ASA,DESIGN PRESSURE RATING. MINIMLINI DETERMINED SPAN BETWEEtJ 1+`AND'L--'. 35 t$-W` 14'-ta" 15'-2' 16'-0' 35 14'-10' 14'-10- 35 15'-2" t6'-10` 40 t3'-to" t3'-7a" 14'-2" 15•-2" 40 t3'-lD' 13'-10" 40 14'-2• 15'-2" (3)PROCEDURE TO DETERLONE MAJODUM SPAN FOR 45 73'-t' 13'-7' T3'-4- 14'-3" 45 IX-1' 13"-," 45 73'-4' ti'-3' t' HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUtJTOJ(5 50 12'^5" t2'-5" t2'-8 43"-T 50 12'-5' 12'-3' t3'-,` MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLCOR/CEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10' ii'-10' 17-1" 12'-11" 55 11-10 II'-1D" S5 il'-1' 11`-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 114^4" 11`-4• TV-7" 12'-4• 60 U'-4' 11'-4" 60 10'-2• 10•-11 NOTE�5.SH"cLT 5. DETERMINE: 65 IO'-10' t0'-t0" I1'-1" 1i'-11" 65 10'-10` to'-10- 65 9•-5- 10'-1" DETERMINE: 11+- VAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 t0'-6` 10`-6' 7-0-9" I r-5- 70 10'-6" 20'-8' 70 W-9• 9-4' L2+-MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 70'-1• 70••^7' 10'-4' t,•-1" 75 101-1' 10'-1' 75 8'-9' •''1'ptpT THAT JAAXIMUM SHUTTER INSTALLATIONS. so g'-10' g'-1a' ,o'-0' 10'-9" $0 9•-10' 9'-10�— SPA14'L+OR'L-`AND MAX ILM A.S.D.DESING FOR A GIVEN NECAT A 5.D. DESIGIJ PRESSURE -9 10-5" 85 9'-6" 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: g0 9-3- ( g'_3' 9'-5' 10'-i" 90 9'-3' 9'-r OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLfl5V5: OEtERMiNE: 1- CONNECTIONS TO KEYSTONE MOUNTING LN-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 V-0• 8-9" 9•-2` V-10• 95 9'-0` 8'-9" LIMITED TO +64.-72 p.s.t.AND 8'-0" SPAN, SEE L2-- MAX.SPAN FOR FLOOR/C€IUNG MOUNTING 100 Er-9' b'-4" V-0` 9'-7' 100 8'-9" W-4' LADUNTING to ON SHEET 7. INSTALLATIONS. 105 81-1' r-il' 8'-9' 9'-4• 105 8"^7" 7'-11" 110 8'-C 7'-r V-7' 9'-2` 110 8'-4' 7'-7' MINIMNAA.MMMUM ALLOWABLE SPAN 15 EQUAL "L THE 115 8'-2• r-3" 8'-4- W-11" 115 8"-2" 7'-3` SGT-ARAT}Q�} TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+; 'L2+'. 'L1-•AND"42-• 920 B'-0" 6'-it' 8'-2` 8'-9' 120 81-0- 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL VA)CIAU" 125 7'-t D" 6'-8" 8'-0• 8'-5• 125 V-110" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 150 7•_8• 6'-5' T-lo' b'-r- 130 7'-8" W-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7`-7- 0-2" 7'-9" 7'-9• 135 7'-7" V-2" SPACING. 140 r_V, s-t,' 7'-7• 7'-6" 140 7'-5• s•-11ASTM E-1996 SEPARATION 145 7'-3' S`-9" r-5" 7'-3• 145 7'-3" 5'-9- TO GLASS 150 7'-2' 57-7- T-4• T-0" ISO V-2• W-7" t55 r-O" 5'-5' r-2' 6'-9' 155 7'-D- s'-s' 1 THRU 3 160 6'-71' S'-2' T-1• 6'-7" 160 6'-11" 5'-2" 165 6'-,G" 5-1' 7'-O' W-4" 165 6'-10' S'-t• 170 61-9" C-1 I' W-11' 6'-2' 170 61^9• 4`-11" 175 6'-7- 4'-9" 6'-9'4' _6,_O_ 175 6'-7- 4"-g. 1 H V BLADE t$0 6'-6' -B' G-8" 5'-1010 6'- ' 180 6' 4'-B" 185 6'^5" 4'-6' 7-7" S'-8• 185 6'-5- 4'-6' 190 fr'-4- I ^5" 6'-6` W-6• 190 1 V-4" 195 6'-3" a-r 6'-5` S'-5' 195 6'-r 4'-r 200 s1-2' e_r V-4 5'-3 200 a-2" 4'-2" rrr�e 205 s'-1• 4'-t" 5-3' I 5'-i' 205 61-r ,Nu FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 EASTERN METAL SUPPLY,INC. •••. IT-�"« 02017 TRTECO.INC. t's\? �j�,ENS�C :''� BERTHA HVTM S Accordion Shutter System /1-7LTE_7C_07, iC. A■S■ ■A■ ITV. R"#1 W/OR W/0 KV.WINDOWAmerican Shutter Systems Ev N orsEwPTo-a OAtE Oatx ar;M:a v. G. -a i7p; TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD IS-085 /2711 GATE 07/27/17 l d `,` 8159 R.W.35N.SL.V.7t 303,Y.I":(30)1 1 ORZ�-153 7316 4268 Westroods Drive z •,�• PRoce:(306)8?t-1530,Fac:13D5)tJ71-7331 DRAWING Na •.-^frt'• `.. r,\ 1T1 a-ma11:WtecooaW.cam West Palm Beach, FL 33407 3 17-107 t1�.��v*N't WALTER A.Tuff rLORIMA Lin.#44167 3 SHEET P.E. SEAL%SIG11�1f(1JRE/DATE 6 118F 20 • ... . + _�t .: Ila+ �fiF :• . ta+ � • c1U :3- :hi :.. �:' '•.� • r.� JI•rt+.U' •: 1 •• :al •: •. :il n .,;,�• � 1 : +,>��f� c. . , r•,-_ . 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IS 12 10 L a e - - t4 12 10 9 84 14 12 10 9 77 5 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COUPANY. ?,-0 i4 u t0 8 65 4 - - t4 I2 4 TS 6 f{ 0.5 7 5.5 is 35 - -1/4'0 BLUE TAP CONCRETE ANCHORS WJ CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,IN 14 f2 10 BS 1 4 - - 14 72 10 4 75 14 12 9 7 75 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,WG..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 1t 7 55 45 - - is 12 t�09 75 14 12 9 7 6 4.S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED VIM THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8._4. t4 72 10 9 8 65 - - if 12 18 I4 12 t0 8 65 5 3.5 - NOTES: 74 t2 85 7 55 3 - - 74 12 55 2.5 A5 6 5 4 3 - - B-1)MUMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 I/4'AND UPM14 u t2 95 S 6 - - t4 12 9a5 14 12 8 6 6.5 t - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 65 5 3.61- - - 14 12 10 a 65 - 14 12 a 6.5 9 4T4 t2 10 9 0 - - - 14 t2 t0 9 7.5 - 14 t2 85 7 SS 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-`ET ANCHORS SHALL BE ENTIRELY EMEM-DED INTO THE CONCRETE BLOCK.NO 14 IS 75 6 4 - 14 fI 7 35 5 JL5 - IT a 5.5 4.5 35 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO ti f2 S a5 45 - - 14 12 65 7 5.5 a - - 14 105 7 S5 6 45 - - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. is X152 14 12 9 7 6 4.3 - - 14 it 7 5.5 45 3.514 TS - - - 14 t2 to B 65 9 - 14 12 8 6 S 4 - 8.3)IN CASE THAT PRECAST$TO. ,PRECAST CONCRETE PA^IELS,PAVERS OR ANIY Vc?7EER BE FOUND ON TTL'DUSTIN WALL OR FLOOR, 14'-0` t4 35 - - - t3 95 65 5 f10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MITI STRUCTURE BEHIND SAND WALL FDISHES.ANCHORAGE MALL.BE AS INDICATED ON fs r/.9 s 6 5 a - - 25 95 5 5 4 4 - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTTH OR WITHOUT META.STUDS CONSULT THIS ENGINEER- 14 12 a 85 55 4 - - 13 10 e5 S 4 3FOR INSTALlARON INTO Eff5 W(M METAL STUDS SEE SHELL 20.11'-0` 14 - - - - 14 t2 9 7 6 45ti 0.S 7 S.5 45 35 (C) ANCHORS SHALL BE INSTALED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER- 12 96 45 4 3 - 9 7 45 JL5 3 - 14 - - - - t4 iQ5 7 5.5 45 - - - tt5 85 55 45 75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR AN04MM 9S 7 45 - - - - 14 11.5 75 0 S - - - 12 9 6 4.5 4 - - - 12'-O_ t4 72 S0 - - - 1< 12 a Bs 55 - - - t3 10 85 S 4 - - - EDGE.12ESTANI:I,�F,VERSUS SPAMNG SCHEDL)LE FIR C9N HORS: t15 a5 4.5 - - - - - 11 B 5.5 4 35 - - 8 6 4 J - - - WYMUM ANCHOR SPACINGS ARE VALID FOR EDGE D:StANCE5 INDICATED BELOW.FOR E.D.LESS THAN THE".. C=.REDUCE ANCHOR SPACING 135 95 6 - - - 13 9.51a.5 S 4 - - - 105 8 S 4 - - - - BY MULTIFU7NG SPACING SHOAT?ON SCHEDULE BY THE FOLLOWING FACTORS. g 6.5 - - 14 OS 7 55 4.5 - - - 11 a5 59 45 3.5 - - - REDUCED SPACING OBTAINED U51NG FACTOR SHALL NOT BE LESS TIM MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t< 12 - - - - - 14 Its 7.5 6 5 - - - 12 9 6 4.5 4 FACTOR 13'-0' 8 _ _ _ _ _ .. 10 75 5 4 3 _ _ _ 74 55 4 3 - - - ACTUAL EDGE TAPCON TAPCON WITH ADVANCED All POINT SOLID SET BLUE TAP W/CAP TAPPER+ 12.5 5.5 - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - DTCTAN THREADFORM TECHNOLOGY IAN.SPACING E1412 _ _ _ _ _ _ 13 95 a5 S - - - - LLS 7.5 5 4 - - - 1 V BLA E OR E.O. MW.SPACING a 3' MIN.SPACING=3` MW.SPACING-3 tj2' MIN.SPACING�3' 3 314• 4' - - - - 14 S05 7 55 - - - - 11 8.3 SS Ss - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE&14'-0' - - - - - 9 7 45 3.5 - - - - 7 s Ss 3 - - - 1 B DE W II ft E..-3 t1r IL Ell-BI,00( 11 E -3 I/E IL ED-alba11 a SS 4s - - - 9 6.5 45 - - - V WiDO CONCREF_BLOCK CONCRETE 710CCO Ink BLOCKMIL EA.Y E4.•3 tj2'WL E0.2 tjY 1L1t FD.•J/ IAL Eb.•3' 1DtEA•3/j2'MY ED.2 tJY12 a 6 - - - - ss 7 45 - - - - 1.0 0.90 1.0 0.78 1.0 0.84 1.015_4' 1351065 - - - - 05 a s - - - BLADE WORKING2 1/2' o.B/ l.o - 0.67 1.0 _ - - - eas 4 - - - - - 65 s 3 - - - IN UNISON ♦ _ --(-F- - - 105 IT 5 - - - - a.5 6 a - - 2` 0.71 9 s�54'5 - - - - 1 3/4' - 0.9t - - - 0.43la10 7 _ _ _ 7 1/2' 0.35 - -' - 0.35 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, . j� 02017 TILTECO.NO 02017 EASTERN METAL..SUPPLY, INC. 4'1` �''..........., BER A HVTM A■ ■ ■A■ Accordion Shutter System ' ys0 1 L._ZZ O 7,N C. H V. MADE#1 W/OR W/0 KV.NANDOW BIAUE 4�,� T TILUT TESTING &wENCINEERiNG COMPANY American Shutter Systems .N D cwr11Q„ DATC DR"-4 By. LC. Tg7� ;'� ; d1.361'SW Ste.305.VtRCR.A MOM FLMOA 331 Association, Inc. I OLD 15-C8s OF 6355 N 7/27/1 DATE: 07/27/17 (305)871-1$30.Fax:(305)671-1531 4268 Westroods Drive 2 ORA("LING NO �'�_f1t•1''•,�RIDA:•�,(�4.t,A' e-Ee-=6 � 0;OLcam West Polm Beach, FL 33407 3 17-107 WALTER A IILUT Jr.P£. 4 N I f FLORIDA Ile.LI 44167 5 SHEET P.E.15EA AT{�f� DATE T. 23 OF 20 0 0 C) Ez J9 LLj c-D ob csw f,wce +=)w d9cm Il ONM 2�R iL LLJ 'z win At ok + Eta in to NO o LL =iw x OD in 2 'O a. > m'(L z Z-jag o ........ 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G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FCR SOUTH 1/2" MIN. COX 22 tANp.R M55' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. 0=0.43 W/ MIN. G=0.36 PLYWOOD Ant 0,50 W/ MIN. G=0.43 W MJN, G=0.36 ukxmw SA'%(u) WALL MOUNTINGS CECLCNG MOUNT T WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS bL, N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.o.WALL MOUNTINGS 8.0.wA11 MOUNTINGS G.O. WALL MOUNTINGS W& X W& X IN& X P & Q S&v S&v S&v mow 0"ffma ax g.v.Bw tal s RLTiM 06 4'') 0SG3lox Kum FATC" 9316M hmt am MR;Irl)ke Mw H80,T etzia Sac({4 B411 MiX3f.'fStS£S TA^!:(,�) ILV71 F1fl E AMES DSI&� 030t+iD:;t'W�c°L VSlI:;p) DRf aBl£ .�,�fFSctsT�'b ODM AFLcf iH£iPt (SMS 30 40 60 75 90 05 30 40 60 7S 90 OS 30 40 60 75 9D O5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 D5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 SO 05 •�'p8 12 10110 9 8 $ fi 6 6 6 6 6 12 TO 10 14 - B $ 5 6 6 6 b 6 12 10 10 9 B S 6 6 616 6 6 6 5 414 4 3 72 72 12 i2 12 t2 t2 12 72 72 72 12 12 12 12112 112112 4'�' 12 10 td 9 8 8 5 6 6 6 6 6 12 10 10 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 616 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1Z 12 12 •�• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 t0 10 8 $ 6 6 6 6 6 5 12 10 10 9 8 7 6 6 616 6 5 6 5 414 4 3 12 12 12112 12 12 12 12 12 12 12112 12 12 12 12 12 0.: g'_p• 12 10 10 9 8 6S 6 6 6 6 5.514.5 12 10 10 8 5 6 6 6 .5 5 4.5 12 IO 10 9 6 3,5 6 8 6 6 5 45 6 5 4 4 3,5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 r-e 12 10 10 9 6,5 4 6 6 6 .5 4-514 12 10 10 5 3 6 6 6 5 4 3.5 12 10 t0 1 3.5 - 6 6 6 5 4 3.5 6 5 a 4 - - t2 12 12 12 12 12 I. 12 12 12 12 10. 12 12 12 0.5 $'-0' 12 10 10 75 45 3 6 5 6 5 4 3.5 12 10 10 ,5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 15 9 7.5 6.5 g•-p' 12 is 10 5 3.5 - 6 6 5.5 5 35 3 12 10 9 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 a 3 3 6S 3.5- - - 12 12 12 1212 10 75 4 - 66 5 4 3 - 12 10 6 - - 6 6 4 .5 3 - 12 10 3 - - 6 5 4 .5 3 - 6 5 - - - 12 12 12 12 1. 9,5 12 12 12 10 &5 7.5 12 12 9 7 6 5 71'-0' 12 10 SS - - 6 6 45- - - 12 t0 a5- - - 6 5,51345- - - - - 6 5.5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9.5 $ 7 12 12 8 SS 45 12'-tl" 72 ld a.S - - - 6 6 4 - - - 12 I0 3.5- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - 12 12 12 1_5 9.5 8 12 12 It 8,S 7 8 12 1.5 7.5 6 5 4 - t2 10 - - - - 6 4.5 - - - - 12 7.5 - - 6 45 - - - - 6 4.5 - - - - 12 12 12 i0. $.5 7.5 i2 t2 /D 8 65 5.5 12 05 7 S 4.5 4 14'-0` i2 70 - - 6 5.5 - - - 12 7 - - - 5.5 4.5 - - - - 12 7 - - 5.5 4.5 - - - - 6 3 - - - 12 12 12 SIS 8 6 12 12 9.5 7,5 6 4.5 12 9.5 8.5 5 4 3 12 - - 6 - - - - - 12 - - - 5 - - - - - 72 - - - 5 - - - - - 6 - - - t2 12 11 4 7.5 S 12 12 85 7 6 4 12 9 6 5 4T- 12 - 16'-0` 72 - - - - 12 - - - - - 5 - - - '- 11, - - - - 5 - - - - 6 - - - - 12 112110. $5 6.5 4 112 112 18 6.5 5 3 11. 8.5 5.5 145 3.5 (10 HV BLADE OR HV BLADE W/ q HV WINDOW BLADE WORKING IN UNISON* ♦SEL MV A71(IN5 OF USE FCA 61A1r go S12ET't9 + NOTES ON ANCHORS REQUIREMENTS, WQOD SUBSTRATES. 1.A1tCt(CR5 TO WALL,FLOOR OR SOLID WOOD SO-'FIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHAD.CONSIST OF IME FOLUNANO: -SOUTHERN PL!'£NO.2 W/C-0.55(NDS) -t/4'0 TAFCON ANCHORS,AS MMuFACfURDD BY LT.W.BUILOEX W/MINIMUM EMBEDMENT AS INOICATED AT -OOUQAS FIR W/0=0s0(Nn.S.) EACH SECOCu ON SHEETS 16&17. -SPRUCE PINE OR NORTH W/Cw0,43(NA.S.) EXCtyTIORt SEE NOTE 2 SIOM -SPRUCE PINE FR SOUTH w/C_OzS(RD.S) -MIN.1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TD HOLLOW CEo1NG SnUL.BE AS PER MOUNTWG TYPE U,SHEET 17 ANO SHALL CONSIST OF LAO SCRE&S AS PER MTS 2015 SPECIFICAMM& 4.ANCHORS SHALL BE ItISTAL£D FOLMIG ALL OF THE RECOLWENWTIQVS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAMLOW. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11/11i` �Qr0l 11 I'M. ,,.....,••••AI�."r.M 02017 9LTECO,INC. ID 2017 EASTERN WETAL SUPPLY,INC. 7mc BERTHA HVTTA IL E C tA■S■S■Ii■ Accordion Shutter System ITV. BLADE#1 W/OR W/0 H.V.W=W BLADE TILUT TESTING & ENGINEERING COMPANY Americcn $huffier Systems LV.N DEscwlPnoN DATE ORAbtI W. L.C. 5 ! Association, Inc. 1 OLD 15-085 7/27(1 DAiL• 07/27/77 6355 N.W.34M$„Sb,M.VA'WN'A OAROUM FLORID/.MI ! 4268 Westroods Drive 2 1 Phone;(385)871-1530.Fa.:(395)871-1531 DRAV/ING No ,, ;a 1111 a- a;Ow.0o$eM West Palm Beach, FL 33407 3 (7-1(17 ..�.^/{A�AiI ' � ,iL WALTER A.TAUT Jr.P.E. 4 A14 ,d FLORIDA,Ue.1 44167 S SHEET P.E. SEdCf MArlURE/DATE a IS OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & a HV* BLADES AS APPLICABLE MAX. SHUTTER VAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D, DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4*0'TAPCON OR A.S.D. -DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q) 4A) WORKING 'IN UNISON TAPCON WITH ADVANCEDft I — — THREAD TECHNOLOGY 1/4-0 TAFCcN OR W/I Ijr M PSNEIRAIION TAPrON WITH ADVANCES THREADFORM TECHNOLOGY F i/ , �a­ OF THREADED AREA TO PENETRATION OF THREADED AREA TO EXISTING LOIL SEPARATION EXISTING WOOD HEADER. ER.(SEE SCHEDULE 014 SHEET 15) 1 70 MASS(SEE DOR E r 1/4 0-2013/4'S.S.MACHINE SDIZXa ON S (SEE SCHEDULE Oil sm Er 15) (DHMT x SCREVIS IV/1/4--20 NUTS 11 FOR SLADE AND 6 OR% I"Mir, 0 t2"D.C. ON SHMt H)FOR 2 EXISTING RAM(1)&6) 1* GLASS—I I f I WALL 42: WALL U U EXISTING W". CFWISH Ir. H OCR REQUIRED --�@OR • `0 TAPCON 0 EAi 2'x4'WOOD 2.4"WOOD 1/4 R TAPCON WIrli ADVANCED HEADER RESUMED EADFORM TEC OLOGY w/ �Vk 1/2- THR Ensruir U3L SEPARADON Mi. PENETRATION 0"IN THREADED AlREA To CLASS--•i TO G_Ass(SEE MIN.SEPARATION TO CLASS w" aiiTMIC 111001)HEADER. EXISM* (SEE SCHEDULE ON SHEET 11)_� SCHEDULE C SHEET 15) 17 FdR FOR ti� ON wbe 096 It Cil 19 'x4'CONT. PLATE REO D. (")HV WALL HEADER INSTALLATION STALLATION @H-V WALL SILL IN TIO UM WALL HEADER INSTALLATION IN.SEPARATION TO GLASS SEPARATION TO GLASS �—(SMEE SCHEDULE Oil SHEEP It)— EXISIVIG SCHEDULE 04 SHEET 11) 3NO (S'EE SEPARATICH To CLASS SCHEDULE ON SHEET 11) ADD.'Mil(SIDE SCH4/4 3/4*S.S. ACHINE REIVIS 1/4-0-200/'B.S. MUSING 1/4--20 NUTS a 127"D.C. 1/4'-20 NUTS 0 D.C. 17 OR II O.qIb �_OOR r.4- 2- WOOD OR 1 LEO­j!2:L' SEWS. /4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY Iv/1 1/2' ORIi 4 AREA TO 21.4-66fif. I'm.PENETRATION OF THREADED 1/4-0 TAFCCN OR TAPCON WITH ADVANCED Il I VLSILL PLATE I COSTING WOOD HEADER. TAPCON OR _MDU: REOD (SEE SCHEDULE ON SNEET IS) THRVIDFORM TECHNOLOGY V11 1/2- ADV -SEE SWEET 4 FOR TYPICAL 1 1 '1 —WALL FINISH Mtn.PENETRATION OF THREADED AREA INTO PLYWOOD IAN.COTHREkOFORM TEC SHUTTER ASSEMBLY. L 1/2 P. I (SEE SCHEDULE Oil SHEET 15) E*SnNG MIN.2.4� Pt.YifOOD REO'D. Lr- or MOUNTING SECTIONS CAN BE STIUDS 0 16*D.C.MAX.,_,_; Lj/z"ux COX PLYWOOD REVM FINIS .L%AREA INTO PLYw'OOO COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET IS) SUIT AM INSTALIATI04, R@ HV WALL SILL_INSTALLATION I=MCI.2.4'STUDS 0 L8'D.C.MAX REO'D. TTiAEkd TO iffi DS IN PLWMW TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH THE F.B.C. C� SECU014 2308 OF THE HV WALL-SILL INSTALLATION SEE UV TIONSOf�79 OF S-RLOFINSTALLATION FZZ. SLIDE 1%AON S HEET FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 02017 TILTECO,OIC, 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1L I EC 0 A.S.S.A. Accordion Shutter System KV. MADE#1 W1 OR W10 KV.WlfWW 11" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ;MV.N, DESCRIP11011 DATC Dwei By. I.C. Association, Inc. I OLD 15-085 07/27/17 DATE- 07/27/17 6355 NN,361h.51-St,,.305,VR=ftk G"04&FIMMA 3316f �y Ph.. rax-(305)"1-1531 4268 Westrcods Drive 2 DRAWING No West Palm Beach, FL 33407 3 `mss OA R� .*. $ .. 46�� 17-107 ES-0006719 WALTER A.TILUT Jr.P.E.P. 4 -11 FLORIDA Uc.f 44187 6 SHEET E. 9�;ATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR =HV & a HV* BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BubEn1 ONLY WALL FINISH SHALL BE LIMITED TO 105,0 psf. A.S.D. DESIGN PRESSURE RATINg. SEE SHEET 19 FOR MAX I &TAPCON Ca SPAN & DESIGN LOAD FOR INSTALLATION W1 H BLADE (1)& 4A) WORKING IN UNISON 2*UIN. 4.W(Lo..)EXISTING 7T�4; N WITH ADVANCED %wo EDGE(IF APPLIUME) THREADFORM TECHNOLOGY STRUCTURAL Bew MQUIREO. • CTURAL ADEQUAV(- �Z- PENETRATION /4*��20;3'14S S& OF EXISTING WOOD BEAM OF ED 1. 1 :5- DaSTI-e,t110 WOOD HEADER. 'S HEAD 13Y AREA F To BE CEFZnnED 'EAOER. MACHINE SCREWS REGISTERED ENCINECR OR MSTI140 WOOD (SEE SCHEDULE ON SKEL7 15) W/114--20 NUTS ARCHITECT PRIOR TO EQ coTRUSSES OR a 12'O.C. SHUTTER INSTALLATION. s 1/2% 1/2' RAFTER RE0OURED 24' O.C. I, Ay Z/ Qft� T�4;00TAPCON OR f2Ln C lD5 N WIT ADVANCED OUSTING So" 3/4'Mo..THX� THREADFORM THNOLOGY k, r257 U... 1/2'WK PENEMTION 9144/4' ED 0-" C001.ALUM.TUBE OF THREADED AREA TO IT E EXISILUG WOOD HEADER. S.M.S� tt IV/ 0 6'D.C. T. (SEE SCHEDULE ON SHEET 15) or or @ tH RAFTER OR TRUSS. or @ LOCATE LAG SCREWS5 AT MIDWID114 OF DaSWKG W?Oo (2,Ir NO&M4ALD EXISTING Lat!2•x4' LOISEP E)USTtNG—Ii HEADER RED'0 AM I 1 11 OPEN HOLE AT EACH %,AM4)w/r w- GLASS I t.SEPARATID14 TO GLASS "ISTINGSTUD TO ACCEPT PENETRATION OF THREADED SCHEDULE ON SHEET 11) '116'0 LAG SCREW AREA.VAUD FOR CLASS ATCENTER OF TUBE. INSTALATICtIS WITH 72psf I MAX.A.S.D.DESIGN LOAD AND E)t"SPNO 9*-0'MAX.SPAN.THIS S SUIARAWt HV WALL HEADER INSTALLATION I TO OASS= I I RISTA"DON IS ONLY VALID FOR 7 wank"EM901EIV FOR WDOD W/UT4.SPECIFIC ON SHM 19 GRAVITY OF 040 FINES _(D OR(g IoM 4 Sim'q Fat MADIS(D&Q) FIR OR SOUTHERN FINE NO.1, i--,@OR •@- OR EOUAL. L SHVrTM ASSD,*Ly EE Covw1a) STAUATMX THY CEILING INSTALLATION UU —H CEI NG INSTAL TION SEPARATION VIM SEPARATION TO CLASS OUSTING To GILASS -(SEE SCHEDULE ON SHUT Ti} -1 101.mn(avo I i GLASS\�, (SEE SCHEDULE UIS119 ' ON SHEET 11) A -=TE- LOCATION DaSTING r 3 wq. GLASS-- =H WN.WOM SKIS 11 1/4' 7 3/ DECK REQUIRED '6 SCREWS 0 Ir ox (NO FINISH Mo. EAD TEK 2'.6,KN Woo DECK REQUIRED(NO FINISH ALLOWED) 2 1 t9 EDGE OF DECK EDGE OF DECK IF APPLICABLE -I— DECK IF IF APPLICABLE q I APPLICABLE t. 1114'0 TAPCON OR Ip/ TRUSS HEAD 2 -1PCON WrT.H AUVANCED LU"" Ic tOLLPS SCREWS 1/4-0 TAPCON OR TAPCON N ITH CED 27.4'CONT. THREADFORM TECHJ:OLOGY w/ 7/4•-20 NUTS THREADFORM TECHNOLOGY III 1 1/2• L-2*LIIN�J tr-PENETRATION 1/4-o TAPCON OR TAPCON WITH ADVANCED THREADFORM wn— PENETRATION OF THREA,)ED SILL PLATE W/ /2 0 12*O.C. 'REQ'D, I I TECHNOLOGY W/ 1 1/2'W.,PENEITADON OF THREADED L OF TEREADEI)AREA TO AREA To E)aSTING WOOD HEADER.(SEE SCRODULE ON SHEET IS) AREA TO DUSTING WOOD HEADER(S itj 4 E)aSTINO Y,=D HEADER. SCHEDULE ON SHUT 15) (SEE SCHEDULE ON SHEET 1 5) ♦SEE tW USE FOR HV WALK—OVER INSTALLATION , •44,p HV WALL SILL INSTALLATION I ATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Mon High Velocity Hurrtcone Zone .......... "'pt. 0=7 EASTERN METAL SUPPLY.INC. V2Of7 TILTECO.ING BERTHA HVTM Accordion Shutter System A.S.S.A. H.V. BLADE#1 W/OR W/o H.V.WWOW MADE ILIECO INC. American Shutter Systems �EV.Nc OCSCRIPMN DATr ZPAWN M M TILLIT TESTING & ENGINEERING COMPANY 8353 KX 36th.ft.St.305,VIR=CA CAMM FLDRWA 331& Association, Inc. I OLD 15-085 7/27117 TATE: 07/27/17 Pf.. (305)871-13,30.I-;(305)87t-1531 4268 Westroods Drive 2 ............. _—E1D:Vt-*C..L West Palm Beach, FL 33407 3 DRAWING No ,fir t IIIA -ODW19 4 17-107 L WALTER A*74Ur J,.ME SH FU)RQA'U�1 44167 a EET P.E. S §&V��E/DATE 17 OF 20 END INSTALLATIONS HV BLADE OR {1� WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS • 2110 wt.vaa0 �SNeS ctoTt 111'utV.KaaD snw REen. TAPM r' r r / .'1.' j Y•1" Gas sir-uit) \ \t t u/�xna9 0 6�ac i r! - SuGS c6nF1+'ATniM+rra LE) sites CA / x t/2 MAIRATC4 10 f n-au to DM"-,CLASS-\ SITZ,0M II —Cwstur.MASS' { t•-[%6ttAt Goss 'j t ��V oosrc+a cu52 -- Ct "Al roto - mt� M two im srA:ms+ i t/Y u2,.cac TO arts C.FE ItV STPA4im! tail sa'APWAN SSFDCtL Ma SHcZ7 R!"4aG1 °j '' rt{Aat ?`- 93fA1E of 9StT R ice. •t• K.5>,r•. . .AfD.�F.Q+'Yc[T tt MR RIX -; i(tSx3•YAIt of 94fT 19 iaZ it iai ttXC.pN° tjr 11/M M2 ETNa ,tea ( tECG3-s6)Cmtt, tCtS- "n'Na,.Gox Fl=M& , a s4kT t9 N7R t�'; °I SQ=19 WR { (ioGn t/2• RmOaa., '61 raM+ s/atsmsp jj aAEafSt�6f u asntR M '2.—oOF O) /�� ' to trruM2.— a, ie c.Sus. tmaen`Sits. ote oz. (coef.re-0)a urmear U l � �wll tiJSM CEU4t X to O1 ORas toi=l 1 �.3' . G�-O O-O-°•.t�_//f x FCA SIX=.C'A SM mut. t # kz(3-eG t77-ra{y•�. aTOOOR TO TRICKS SaLT !�-i�`O T2 TRICKS {�}.5 70.06- .�,> �.I�a�}.�,w f7.�j'a 1�3"a-�-U�- Ge-Ica-Cs 1351 END CONNECTION DETAIL 70 END CONNECTION D AILD SND CONNECTION DETAIL 1a END CONNECTION_DETAIL�$} _ m car ran crus Ma.m T A!+r a casm,0 Imo{ 211.-L 15 y/1•p iH'CCCi 4�CM1n5 t/C0 TES AtiG1SLaS u' - . 6RL5,uan 1 natn-su.5. friSSP.CV5S� f/EIaCtRiAin[Yi Oatz'O.C. W/1 in.Dai.1 oi6 o.C. ivt SLFDFT•KN c[z+L7arnoR°1z•°-�` m a tat (��` ♦ SEE U!d AnONS OF USE FOR �'-' BLADE ON SHEET 19 ttY 27hV2N '(\ +- i : i i i• ,ri TOR 9t5[fiwm of•X47 is[iR � tn-ud I # --_-> �---__ � .,. _ ��i i J �.--_.I � 0000� c=-•--_��' �a"���) i s aRttSGa :ca� VIEW Y -i*C6 {i.a a•[s- vu ram 21. ust woa� nut `-L•a L�^®L3- s:Los rtton m H o•,�-a- .z.�6. PLAN �J•O•+G-G•O•��ss �•G3•�-O.O•�• pr7•La.ta•t�meq. fl -O•Cx-®L� DETAIL END CONNECTION DETAIL (I END CONNECTION_DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone tb'J EAS - 02017 TaTEca.uc. * 2017 TERN METAL SUPPLY.RJc. '✓FE�SF ty RTHA HVTM !L E C 8 ZINC. A■�■ ■�►■ Accordion Shutter System KV. RADE##i W/OR W/O N.V.WINDOW®.ADE • TILf.tT TESTING & ENGINEERING COMPANY American Shatter Systems EV.tioescwng0 DATD as.W+f BY L.C. :«'pOAssociation. Inc, t OLD 15-085 /27(1 DATE: 07/27/17 6155 H.W.Mo.St.Sta 343.NAMfaA GViOaas,RaNae 3316 .'� Pnane:1385}871-1536.Fac:(585)871-1511 t Pal W Beach. +L 4ve33 2 DRAWING No 11671 otcem West Palm Beach, FL 33407 3 17-107 ss/�fYrflL L"' fB-80067t8 PATER A.TnW Ja.P.E. 4 P.E. SEAL/SIGNATURE/DATE MOROA Lae.9 44167 s SHEET 6 IS OF 20 • GENERAL LIMrTAMONS AND CONDITIONS OF USE FOR BERTHA A C C7 ( t.StA7C.ASO.D£9Gtt PRESSURE RJ.TiNC:+110,- 110 ps.t. 2.WOO.SHUTTER SPAN:SW 3,ALLOWED MOWMNGS:A.D,G&H ON SHEETS 6,7:AS WELL AS a MOUNRNGS U,G,T.U&W ON SHEETS 16&17. z 6-4 .* �-+* ONLY CEN'(ERMATES Q�21 G�y�(BOTH W 4 OR/A 0 ARE ALLOWED WITH 1 /'�� � 1—r��OR'15 AR Ii A SriLTiE7HICFL OR a/ NC LA OUT.IN CASE�' . DCYW!{, 5 UUST BE IUCUDED ONLY AT EnFWR ACCESS SIDE OF T 6 60 S. , E. TVP.EA END r • • r • I (_•t "" "' (3(A)HV 1WlDOw DLADE 1�SHFl1.ONLY ALLOW A L%XMtM OF 5 CPENINOS Jf f {J of HOLES)FOR cft PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)VII.ClEMkMNCT:FROu TTP OR BOTTOM EDGE OF HV WI4DQW BLADE t'D' IAAX.5 61twas • • • • • o �1d a.r or AhK S"o HOLE fOR�4 SHALA.8E 12•. ALLdNEO AT 1lV f WINDOW BLADE 1 (C)FORST OR BLADE COMING OUT FROM STARTERS AT ENDS VAY BE 1tY +WNOow BLADE , H � (0)HY Y1tN90W BLADE 1'9'MUST BE USED ALTERNATE 7a A:At30 HV BLADEI@ THROUGHOUT SHUTTER'S WIDTH. • • • ' •• 1.1 1+ lr L ISC 1 AT�EITHD2 EIDE OF THEM. INSTALLED AIAIACEtif TO A SOLID LN • • �A 1.i 1.G SEC END (F)POLYCARBONATE HV WINDOW 9 SNALL BE INSTALLED$ O TFJ',tiT r*S FACE ' THE 94TMOR OF THE OPENING 'G PROTECTED.HV W7.�tj1 MUST Be cotaiECnCtN a • s s r ♦ r ONLY.20AND LOCKED USING A HV SCrIL-0 TOOL PROVIDED BY Assk DETAILS ON SHEETS 35 1J •1L INC. 10&IB TYP, u. FULL HEa;tLT. I G R 6.SEE ANCHOR SPACING SCHEDULE FOR o3;TAL1An1S INTO w00o iPA7/E d BUILDINGS ON SHEET 15,AS UUOED BY SPAN RID DESIGN LOAD(SEE NOTES W TPn 1&2 ABOVE). fiSg 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED iv CONCRETE OR COIICRETE BLOCK WALL,ON SHEETS 12&13 AS LIVOEO BY SPAN AND DESIGN LOAD(SEE NOTES I &2 MME). &MVGMUM SEPARATION TO GLASS SCHEDULE,PER ASTM C-1896: (SEE PLAN FOR REQUIREMENTS) D H ' TYP SGP&BOTTOM W 1 .04-R06 WING zo%E u uum SEPARATKIN TD GLASS •--UNLIMITED WIDTH 1 THRU 3 1• KJ'L�.F.YAS+A77GI'i TO IAS$ ELEVATION sNr aRE a,a EFT 11 p72 Bwr© 4 e.xs --e9sn:IG cLAss A1D m TH6 SHEET- IANTsts�& A� -- -- W/i-MMER ,�— -- -- -----,r '==—J 3:;�------- — ---- ------- JOR ONLY) � �R CENTERMATES TYP. (D AAff��4 M' EE NOTE 4 ABOVE) ` 21 120, '(yT�p, sn M#1R cA GENTEaIUTEs z1 z(�3 w/z i oR R:D 7 1 10%(SE Noz A AECvE) PLAN TYPICAL C HHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; �CEPISF ..L�?', 02017 mTEDo.INC. 020 17 EASTERN METAL BERTHA HLVTta m G O Lim,-.E A■S.S.A■ RV.ARAX#1 W/OR W 0 RV. er WINDOWm TttLR TESTING & ENGINEERING COMPANY Ati'T6!'iCQli Shutter SYS#BtTiS Tv.x aESCRiPTiOH DATE GRAIN 6Y: L.C. G.PCENS,FLCROA 3.116 Association, Inc. I OLD 15-085 7/22/1. aATc 07/27/17 Fhnna:(395)871-1530.Fox:(395)871-7531 4268 Westroads Drive z -. ....... "NO". —.3: T0-0-1."m West Palm Beach, FL 33407 a DR�t�G1N�o7 azvat ti WALTER A TROT Jr,P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDAlc /14167 6H19 OF 20 TteCtc . INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.000-Ma.. I/z 653 ' 40 Wn. VARIES wa.ASTU A- 2"M.. tu fx-C-60 DAM STEEL t[=-IAL STUDS AT 16'D.C. INTO METAL STUD WALLS 40) O.0 Q 1/2-0 6' 75* 1/4"0 NOMINAL GENE96L LIMITATIONS AND CONDMONS OF USE ALUMINUM SLEEVE 72 o FOR E8 RTHq 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 43c SYSTEM INSTALLATION IQ METAL STUD WALLS �j.l-uvow '4EL 0 6-D.C. a 0 3.000" ASTU�653 CRAVE 40 1XIGM SEPARAnQN TO CLASS SCHEDULE ---L CS Max. UA.. (121 I`rz=., EnSTING FINISH 1. MAX. A.S�D. DESIGN PRESSURE RATING: +75, - 75 (psf) UA.. DaERPM FACE AS APPLWABLE 2. MAX. SHUTTER SPAN: 84" ASTMD ZOMINIMUM E-1NE 996 SEPARATION + 1-� VVIN JAIN,SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS DaSTtIG GLASS--, To CLASS 1/4"0-23" BOLT (SEE SCHEDULE) 4 1 THRU 3 @� 10 MP) 4. ONLY CENTERMATE 201 W/n24 HV LOCK ARE ALLOWED MUST PENETRATE 3C 1- n2�ARRANGED IN A SyffMETRtCAL LAYOUT. OY(2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4- -e, -1.37�3*1 INCLUDED AT XTE IOR OR INTERIOR ACCESS SIDE OF 3/4'.0 1/4'.0.035-TOCK W-I EXISTING N-,,/ G94Y SIM WAX M APPUCASLE P '250 "_050* U A-Vid CRAM 40 W."24 1. CENTERMATE. ':jJEr . FOSTENED To STUDS 1, - I (2)JUI=SCRESS ON 430 & FACE IC -20 THREADS 1<�� O.C,. a 6,O.C. 1/4*0 -9-ELC0 CON ON cj a BLADE SLACK DETAIL HVF IS ALSO VAUD FORI 1/4 11r 12 CENTERMATE@ APPLICATION WITH BLADE(D PRODUCTS FAR.-LOK HD b az • I I/.-.0MV,vicy %1--ASTM Aw-i53 OWE 40 0 6" O.C. Ul�G-fia Mv.STEEL COMPONENTS I- @ WALL EAE -00SIING FINISH AS APPLICABLE METAL STUDS AT IV D.C. Min. -)ER/SILL INSTALLATION SCALE' 3/8"= I' TOP&SOTTICIA) - -..-_._..._.-_v_- 1 3/4'.6 1/4.0.035'THICK 1k.. CONT GAVV STEEL IRACX CHANNEL. E)aSTf%G GLASS -65�CRAZE -60 16------- /ASW*A 40 1,11n.G GAVVAU FASTENED TO STUDS MASS jj (2)16.1/2'TEK SCREWS ON PAIN.SEPARATION R EXTERIOR FACE C. CENTERMATES Wl'* TO (SEE SCHEDULE) SIDL% EXTERIOR ACCESS -,-6"(TYP.) N 5(6Min.) --------------- —--—-- 21 y 2) 21 21 21 L D AT HV HEMCER/Sl12 2 4 nro� 3 (6-Min.) w "-17 4) SIDE CONNECTION M TRACK 6 1/2"(Typ., 5 1/2-MAX.SLACK (Cont,) flyB BLADE SLACK MVA DETAIL .HVF C High Velocity Hurricane Zone,FLORIDA BUILDING CODE(Non losok T, 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY,INC. BERTHA WVTM EN x Accordion Shutter System i LT7E7C 701 N 7- \ KV. RAM#1 W/OR W/o H.V.WNDON BIADE o A.S.S.A REV.X. DESCWP710M DATE 13RAWN FV� 1-11 American Shutter Sysfems TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-065 37/27/11 DATE: 07/27/17 • 5353 NN. 5,..St..M.MRCM CkRDSM rLORM 3316 — Ph� (305)871-1530.1...(30S(305)871-16314268 Viestroods Drive 2 I DRAWING No —dl:t tctcaawl— West Polm Beach, FL .33407 3 A 17-107 SHE FLORIDA Uz 1 4j4'l6p7 5 ET WALTER A.MLIT P.E..'& DATE 6 20 OF 20