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HomeMy WebLinkAboutProduct Approval 4f6l2®2q Florida Building Code Online eCls dome Log In User Registratian Hat Topics Submit Surcharge Stats&Facts Publications contact Us BCIS Site Flap Links f Search bt " k_3 iPr®dm Approval p I USER:Public User RMft rBpa ::,Application beho FL x FL389-R30 ''- Application Type Revision Coda VOA Einn 2020 Application Status Approved II 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality nssurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Methad Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received t lorlda=:tiglneer or Architect Name who developed the Walter A..Tilllt,Jr.P.E. Evaluation Report Florida License PE-44167 quality Assurance Entity National Accreditation and Management Institute quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence Fi�119 Rio Q1 COI ASSA H Ji DE1 .ice FL31i9 Rt10 COI COY ASS-BLAAEI 2,pddf FL4$9 ,Lq COI COi ASSA BLADE3 pdr Referenced Standard and Year(of Standard) Ssieiaed (fear ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,203,203 1994 Equivaieoca of Product Standards Certified By Sections from the Code wvdw,tlaidabuilding.orgfprlps appjti.aspx?param=wG1=VXQwtDgvYYHH2vJvx53MwjsXdCOtOXPGxaLSB72zq%3d AM 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 gurtmremary of Products Fs �—_-...—_._...__�._.�M®ole39r Riaaartber or R9aerle __..~ Description 329.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)Orwg 20-165 and bottom)for storm protection l-mits of use + %nstallation Instrue tions An9mved for use In t9VHZ:No FL362 1110 II bLW_ING ASSA W ADE3.pdf 11 Approved for use outside HWHat Yes Verified By:American Test Lab of south Florida,Inc. i Impact Reslstafnt:Yes Created by Independent Third Party:Yes Dem gi Pressure:MIA EvaluRtIo l iRepuM i5the3rt Large Missile Level"D",Max span is 12'-3"for40 psf FL389 RIO_AE PER_ASSA BLADE3,pd positive ASD load and 13'-C"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-20 for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud wails is 79"for max.ASD pressure rating of+72,-72 and 84"fnr+64,-64 psf,See sheet 5 for other spans and ASD Pressures. i 3t39.% Bertha IiV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retalne y tracks(top OMy-(Nan-HVHZ)-Drwg 20-164 and bottom)for storm protect]on Lltnits Uae _�- installation Instructions w 6.�Iatu�c3 Ve9r use in tivW-ft No FL3g9 R1.0-II ORWING ASSA 9LADBI_g�lf ,kpp,roVWd 2or 13Se©otNda�3l NR'Yes Verified By:American Test Lab o£south Florida,Inc. 3raapaci Resistant-Yes Created by Independent Third Party:Yes des?cats Pressure.N/A -Created Reports LfiliEer:Larger missile level"D".Max.Span is 16'-U°for 30 p.s.f FL389 R10 AE PER ASSA RLAbE�.ndf negative ASO load depending on centermates and locking rod 'Created by Independent Third Party:Yes eonfcguration for the HV1 blade,B'-0"for+64,-72 p.5.f A.S.D. load rar HV blade for Keystone mountings 7'-0"p.s.fr.for metals Stud inou 1tings and W-0°for 110 p,s.f,for HV1A working in unison.Sac:sheets 7,11 and 20 respectively of installation drawings or other spans and pressures. 389.3 Bertha HV Accordion Shutter- M Extruded aluminum.lnterlvck]ng lades re ]ne y c s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Uolail':,`v 0t U29 Inst 1-ilaition Instrt etiefas �ly9gByt3dc?;i'& Bass L4 6-094rr92:No rL3a9 RIO II DRW ASSA 6LADE1 2.p9f r>ppravad ffo. use outside 65 H2,Yes Verified By:American Test Lab of South Florida,Inc. 8rva..c Yes Created by Independent Third Party:Yes Des.L�-n(PrresswFa—N/A Evaluation iteports tl'e%1era Large missile.Max.16'-0"span at 30 p.s.r ASD load ¢ F)9 RIO AC.PER ASSA BLAD51 2.pdf for Blade 1 and 1S'-o"for Slade 2.See schedules on sheet 12, Created by Independent Third Party:Yes {{25 and 28 respe tively Connect Us::2601 Glair Stone Road.Tallahassee FL 32399 Phone:850-4a7d82e1 "tie it of Florida is an AA/M employer,Copyright 2007-2013 SlAte of Florida.::Pduacq Statement::Acm=_;ibility 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 H50.487.1395.*Pursuant to Section 455.275(1), Florida sty=as,erra&iva October 1,2012,licansees licensed Under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided ins/be used for official communication with the licensee.Haweyar small 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 area licensee under Chapter 455,F.S„please click herb. Preduct Approval Accepts: trLF -1 Ngre;a Credit Gerd wwt,v.floridabuilding.org/pr/pr apo_citi.aspx?parem--wGEVXGvADgvYYHH2vJvxS3MwaXdCOtOXPGxaLB87Zzgload �M GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th MITIOtOOF THE FLORIDA BUILDING CODE THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Ktl-O.BS,USING ASIDE 7-18 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED -ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)& BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. 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 IN ALLOWABLE STRESS FOR WIND LOADS WAS M M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.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 SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 80214.01-G3.60715.01-03.11004.01-05.#1214.01-05.00317.02-06. B06D9.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W B DE(1)AND HV WINDOW 13LADE (1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER AMU E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2.3) BASIC PROTECTION ONLY AND®0725.01-B8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.HV BLADE( AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(ITV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND p14XI.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS 14V SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 18D WI TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DAGROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 bi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6• CONCRETE/BLOCK SHEET 10 6005 T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.,MIN.YIELD STRENGTH AND 90 k6I MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 24113.3.4. 6,BOLTS TO BE ASfIJ A-307 GALVANIZED STEEL.OR A151 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 1Z13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 14 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BENTS A U.S.PATENT$6'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART UY U.S. PATENT B5'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPDNSIBIIJIY 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 3: W WINDOW BLADE lI�1A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 to.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOT HV E DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: FN WINDOW BLADE t1 ONLY CENTERMATES AND ENGAGE OR LOCK ALL AND HD LOCKS. It.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12'BERTHA H.V.ACCORDION SHUTTER SYSTEMS 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.(0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SETE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hur0cone Zone ,`11LL;il 02020 RLTECO•INC. 02020 EASTERN METAL SUPPLY,INC. °� ....%. �j^! BERTHA HVTM /TME C O ir,c. A�S.��,',A, Accordion Shutter System FLV. BLADE#1 W/OR W/0 KV.WINDOW BLADE N0.44137 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION DATE DRAWN.rY. M.P *' * •+�- 8335 N.W.361h.S1. %o.305.MINA OWENS.FLONDA 3316t Assoc(ation, Inc. I OLD 17-107. /2/20 DATE: 7/2/2020 o' STATE �/� lD� Phone:(3D5)871-153D.Fox:(30a)871-1531 4268 Westroods Drive 2 DRAWING No %�O'•. / o CA 00067O1gl.com West Palm Beach, FL 33407 3 coR( 4 20-164 --- 4Cs ••G �`` WALTER A TIUJT Jr.P.E. SHEET 0(�A� . ��,` EAL/SIGNATURE/DATE FLORIDA Do.p 44167 5 6 1 OF 20 u 3. OW BLADE®. ,N _ VARIES 1918. ' 1.491" 4• '^ m.a54"�� of n,il N � 4.37,E_...� m.S`. 4 cll�- e 4.857' 4.999' 0•' • HV SOLID BLADE a7s' ym 6, O HV 90'/.180' 'STARTER 3OHV UNIVERSAL FLOATER - COVERED UNDER US PATENT# 5458 9 a HV BLADE FOR USE W/ QUALIFIED FOR USE W/ HV BLADE QI ® U HV BLADE QI WINDOWBLADE: 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS 0 SE OF BLADE ON SHEET 19 6063-T6 ALLOY AT TEMPER .37" 6063-T6 AL R 3.226 1.500' :124' am C ) �nX• 70• y8 3.556• 2.670' vnj , .994' ,7.000' iy .670'. 2.226• o o a 4.897' -0.072" - --- 0.072• O HV ADJ. ADAPTER W/LIP o 4.436 - 12 1.375- 3.22s• OUALIFIED FOR USE W/ HV ©HV WALK-OVER TRACK J'820 1'• BLADE 10 QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK , I.255- ©HY ADJ. FLOOR TRACK 6D63-T6 ALLOY AND TEMPER O 3.750' QUALIFIED FOR USE W/ HV BLADE 1 QU ED FOR USE . HV 6063-T6 ALLOY A TEMPER B 1 aNLY. � HV RAINGUARD _ BLADE 10 n 6063-T6 ALLOY D TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER VARIES 1.936' / 1.915' o VARIES 1.935" 6063-T6 ALODYEAD TEMPER Max. 1.917, c OB3. N o�� �.OB3• 083' �_ 083 0 _093• _ •093'$I ,..� ,725' 41 rn .060• cf ` I 1 ..060• N .060' m n 670' I .093• _ .093•a Dq r 670 - 1.686• 1 0. 670 3.520' 0 3.520 3.529' 870,• 02r 11 .HV CEILING HEADER 1J .HV HEADEMSILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY 13 HD CEILING HEADER/SILL OIFlED FOR USE W/ HV BLAOE(110NLY, '5063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O 14 L HEADER SEE SECTIONS FOR VAUDITYY.- SEE SECTIONS FOR VALIDITY: .q LIFTED FOR USE / HV- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER l?:ABE•e-01 .Y. 6063-T6 ALLOY AND TEMPER TI I f A11L X MN.Y MN.L COMPONENT A 6 T7 T2 ! X Y t 1' 1' .062' aF @ 2' 2" 0.125' 2' 5'MAX. 1/8' 1/8• 3• 3' 0.090" 1 SIDE ANGLE 2• 5•MAX. 0.192• 0A.2• S ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM :ANGLES ,9 zs' 7•MAx. o.,sD• 0.190' . BLADE 1Q QUALIFIED FOR USE-W/ HV _ ORE QUALIFIED BFOR USE W/ HV. -6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 2" 5•MAX.�0.139• 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ® ' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 71LTEC0,INC. ©2020'EASTERN METAL SUPPLY.INC. P•'�GK�CfAEN '•;�9= _ A � � A BERTHA HVTM Accordion Shutter System No:441 7 L E C i N c. ■ . ■ ■ 1. H.V. BLADE#t W/OR W/O H.V.BWNDDW BLAB TILLIT TESTING & ENGINEERING COMPANY American Shuster Systems Ey, DESCRIPTION DATE DRAWN BY: M.P A_' 6355 N.W.36th.SL,St..305.VIRGR' GARDENS,R.ORIDA 331 A330CIOtiOnr Inc. I - OLD 17-107 7/2/202 DATE: 7/2/2020 y9� STATE Q 'W'Vr/ Ph— (3os)87,-,530.Fax:(305>871-,53, 4268 Westroods Drive 2 •, `` DRAWING No c :' a-mob:0ltecro®ao,.cam West Polm Beach, FL 33407 320-1 64 '. F".•..... . 4 , ''G• �� WALTER A TIDJT Jr.P.E. L 1�t11''��SEAL/SIGNATURE/DATE FLORIDA Lla g 44167 a SHEET 2 OF 20 4.576" 45:.660'2.293' 929' 1/4-20 DIE CAST 2,93' •745; . FUT HEAD 7HRFilOTD MOUSING ENAMEL 1 4 20 SS.N.S BHfED PAINTED EO IE GIST RSb,° N ._- 411,334" (2 IYP) HOUSING ENAMEL a� o 9 G3 mBAKED PAINTED ` EGRESS.062' KNoe.1.325' o I .318750,4hKEIFASISC(DC14iDER BRASS CYLINDER 0ME (GIR04E PU7E0) .B ^ PLATED) UALIFIED FOR US CENTERM E D& 1�ONLY � - FLO G 's• '•325� ^ HV LOCJ� HV G ESS6063-TB ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE T & 1A ONLY 3.D23' 875' QUALIFIED FOR USE W/ HV Q IF1ED FOR W/ HV 6063-T6 ALLOY AND TEMPER �2 CORNER T BLADE�1 & ®ONLY. B ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250'O.D. 2.874' 6063-T6 ALLOY AND TEMPER 1B� ,,5518' PLASTIC HEAD hI .756' .922' .21- MOLDED TO rm mi N 4.045' SCREW is 2.079' 1.753' I o d 06'y .3fi0'AFTER RIVETING _ y $ o� �Q'• Os>� o 1/4 "01-20 x 3/4" BEFORE RIVETING o ti a m S.S. THUMBSCREW 1/4"0-20 RIVNUT* �� iO I .� *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT.PART P OB20.AS MANUFACTURED BY AVDEL PLAN 1°., FRONf ELEVATION m " " .822', CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL ® HV 6 LOCK CENTER MATE© " " HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV T LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE ALLOY HN BLADEQONLY - QUALIFIED FOR USE ALLOY HV BLADE(1�ONLY W/HV BLADEQONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEFFYY 1'917 _1.917• _y 3.161 o p p�I 3 _ 9CEER ' ,4'. 7.03THUMBi11 M .214' �°J •O� .062' m CYLINDER OR :214' HEYCYLINDER; .545' ,' . • o q0.875•Min. , ^I 1 .125'M... NO Ots LING ROD ® Hp CENTERMATE W/ LOCKING ROD 405 $ °o QUALIFIE RUSE W/ HV BLADE & A QUALIFIED FOR-USE W/ HV BLADEW&Q) Tana 60 -T ALLOY AND TEMPER 3 H 'S I o 6063-76 ALLOY AND TEMPER ^' VARIES, 12'MIN. QUALIFl FOR USE W/ HV BLADE 1 & m s, t/4.0-20 Ss.oR 3/e•0-ts 1.130' 063-T6 ALLOY RAND TEMPER CETAL THUMBSCREWS. t1/2. - THUMBTURN SEE DETAILS) D° OR EY ._.- ----`- fly' CYLINDER ® _- ^ � C G 0 0 1/a•o QUALIFIED FOR U HV 375'0 ® HD �� m ,,��11 6063-T6 ALLOY AND TEMPER O © HV 3/6"0-16 ACEfAL " -20: A S BY REGENT HARDWARE MORTISE LOCKS SERIES 2333.HOOK BOLT LOCK. oD/INSTALLATION WILL REQUIRE A 7/16" HOLE -THUMBSCREWS THUMBSQIIALI FOR USE W/C BLADE iQ QUALIFIED FOR USE W/ HV BLADE' 1O&-®A DTTlZILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADEn. FLORIDA BUILDING CODE(Non Nigh velocity Hurricane Zone ICE: ' •02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. \� .��.; BERTHA HVTM A�S.S.A. ccordion Shutter System No.44 67 ° Ti L E C�Oi ., H.V.Hv aanE 1.,w/OR w/o H v w�rmoW MADE. * * _ American Shutter SyStORISREV.N. DESCRIPTION DATE 'DRAWN BY:.MP s o: TILLIT TESTING &.ENGINEERING COMPANY STATE F 70 W 6=N.W.36ft St"Sta.305,VIRGNA GARDENR FLORIDA 3316 Association, Inc. 1 OLD 17-107. /2/202 DATE. 7/2/2020, F�ORI Plane:(305)B71-1530.Fox:(305)871-1531 4268 Westroads Drive 2 %�'•• A r �`` e-mail:N'Ite Goal.— West Palm Beach, FL 33407 s DRAWING No NA1 1�A rl`` WALLTER TI /1K767E. 5 'GC]-164 SHEET t SEAL/SIGNATURE/DATE e - 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV : 41 s/s" 12'T MIN. LE O BLADE T PCE 0625' 4O 3 I GE - 1A .1875.E 1� HV BLADE, T �, oszs ® HV BLADE 1A �I \ WI DOW BLADE 0625' s•EcnoN x-x •0825� .® HV LONG RECESSED NYLON BUSHING z Y n KNUCKLE •0° "I" .0625 1875" Y 39 T F N (TYP) 0.0625- ® HV SHORT RECESSED NYLON BUSHING Ij� �� j 1 ® EXTEMOR HV NYLON-HAT WASHER OR ® 0 w I FLAT PORTION 'I R7.� ® HV WHEEL CARRIAGE AISI 302-303 SERIES I �\ ''.a9 40 ///cz•%750' J X 0.870'x3 16"THICK NYLON WHEEL. 3 I I " / n 2 7CLEAR /8'MIN. j'^� W WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS �(— i.3T5'0 SEPARATION P3.005.1 3:o0 L �/L�I BETWEEN .0625' 3.7500 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR �� a �� OPENINGS ON C 3/4-NVER r,n 'L=_ _7500 _ eIL I -y j ±5 J/4• sFcnoN r-r ®3 HV 2 3/4" ACCORDION PIN W/ 8 HEAD * 41 +1a7�'@•W I a I BETWEEN TYPICAL HV WINDOW BLADE IAA AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW �' 'I. �;T _ I J.' T s ' I l ©g I I r� , POLYCARBONATE HV WINDOW DETAIL•. @OR ® ® or ®3 T N.T.S. (SEE NOTE FOR I I l l itEOUIREMENTS) i I', O OR ® *POLYCARBONATE IMPACT_.RESISTANT.HV.WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC * • I 1B E HY EM � O BLADE B rfM INNOVATIVE 10 RESIN E FON SHEET 1� OR w(l)w ® i �a� I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® NNE I ,: I ® �� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR I POLYCARBONATE SOURCES-FOR4 I EXTERIOR HV 1 BLADE. Rr TYPICAL SHUTTER ASSEMBLY r TTPN'AL PRDPato6 STANDARD .yMy vm N..S. HV PIN 42 OR AT RFTIFOCE (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EKTERIOR 1eJY�"'A'm 'a'"'1 BLADE'S KNUCKLE. i lH9Sfdl: _j EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324' s (SEE NOTE x FOR {_ WECTIC MAW" uTu ms2 0.00 mAd 0.043 opd BLADE WHEN CORRESPONDING TO INSTALLATION •'I1", SHEET 7. 0, ®' 3 REQUIREMENTS) t " .7EN54E t1L1D STRENGRI ASM D538 9,400 pal 9.900 PSJ. TYP. 7 ItAL SP NGM AT YIELD ASOJ D790 Q 12=p.eJ. 13,W0 P.- (3) HV PIN ® OR ®3 W/ 1/2" O.D. 1/16" R THICK S.S. WASHER ® �, ` I DkO M PAL MODULUS AS D790 340.000 0.ei. 3 ,000 Tne'. SHALL-BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 9� 9 I TaPea SHEET OO P I NOTCIED.ILOO ASIM Om to R-m/m n Fr-m/m Dfl�eu WHEEL CARRIAGE DETAIL SMOKE DENS"- ASTM o28°3 47.2 x YA% N.T.S. ASSEMBLY LAYOUT RATE OF DURNING nsni D935 C-1 OASS o-,CASs AT E • :'SELF IGNMON ASM D1929 IM T t,"•F riEd4lf>3iNfi: AMU 0155 TENS SIR.M R NFAMER01 . ASM GJB, 9302 Pai. 8W poi. (1 'HY BLADE SOLID & a 'HV WINDOW BLADE DETAILS ""'"°M"` uTM s3a ' 8481 P.e.1. 90 P.I. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II i11; 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. _ tcE J f�� BERTHA'HVTM IL E C O �N�.. A.S.S.A. Accordion Shutter System l y� H.V. EC.ADE.#1 W/OR W/O H.V.W=N BLADE • NO.44- 6 - American Shutter Systems - M N. DESCRIPTION DATE DRAWN BY: �MP TILLIT TESTING & ENGINEERING COMPANY *' Association, Inc. , OLD n-To7 /2/202 DATE_- 7/2/2020 JetR St..Ste.30,NRGMN GARDFNS,FLORIDA 3316 4As Association, Drive 2 �., STATE � PnenO:(305)871-1530.Fax:(JOS)871-1531 -_ No 5K�/�=/� a-m9D:totocG®00l.com West Palrn Beach, FL 33407 3 DRAWING L ORI ..... WALTER A.TILLIT Jr.P.E. _ - _ ZO 1 6� \ : FLORIDA Uc.p 44167 5 SHEET �A'Ai LS/ONAL ,_,�L/SIGNATURE/DATE 6 4 OF 20 NnI1lIL �77 *NOTES ON HV LOCKS AND CENTERMATES: A e D O 5` u H s i u ®�°4®•�°A® 1 MANDATORY CONDITION I7: ONE HV LOCK 2QI or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR NST TIONS T ANY _ ELEVATION. HV LOCK. or MAY BE USED AS AN'INSIDE OR OUTSIDE LOCK,ATTACHED TO OR ' \ I.. _ _ CENTERMATES W/(2) 1/4'm-20 X 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O�©a I 'r TYPICAL SHLfITFR ELEVATION. 16aI'D =--3 LOCKS ORJ IBE USED ASEOR AN INSIDE R OR OUTSIDECE OR FOR SECURITY LOCK. CONNECTION OF LOCKSETO CENTE UP TO RMATES LQ n SHALL BE AS INDICATED ON NOTE(1)ABOVE, LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB_ HVD 3 Hp,(, 92 IS USED W/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS®OR AN ALTERNATIVE DEVICE v ` MAY ALSO BE USED AT STACKING POSITION (NON HURRICANEIF POSITION). aH^ ! v 4. MANDATORY CONDITION/2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 'o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, v ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. No xOc-Hvc V MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. q r=x OR�22::ONE ALTERNATE HV LOCK 26 MAY BE USED IN UEU OF HV LOCK or 'FOR ANY SPAN AND 1O• B°^- 5e INSTAl1A1TONS AT ANY ELEVATION.AI.TERNAIE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT xDD- - OF 1/4-0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. g b � RNNUT AS SHOWN ON.SECTION HVE, SHEET 8.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( CEzMg ? s LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.MANDATORY CONOIDON f3 FOR KEYSTONE YOIgbN INSTALLATIONS: ONE HV LOCK(&or®or®SHALL BE USED AT 7/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 TO 98,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR _ _ _ OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE END - 1 .M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION I 5' OR,®TOP AND BDTTOM Is COMPLETELY MANDATORY. SHEETS DN -0 F E H 1 J K L M 'f p D 11 y yl X SHEETS 10& ,tY'+-'V. HEIGHT.• FULL ''NOTES ON HV "T" LOCKS.AND 'CENTERMATES: OF CORNER 1, MANDATORY CONDITION J1 MD ONLY FOR HV-r LM db !°ABED�0f1 CENTERMATE ONE ALTERNATE HV'T" LOCK GA MAY BE INSTALLED IN.LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND QoR®°R©*OoaOox 10 a 13 oR I STALLATION AT ANY ELEVATION.ALTERNATE LOCK R( Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE ,CONNECTED TO CENTERMATES®AND @ W/ 1/4'0-20 x 1 1/2',LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.SALS. INTO A 1/4'0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- ©+0+©oR©+ 70+®61 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®+®«Q•Q«1B•QSDR�`® *N HD LOCKS &..CENTERMATES: 1..OTES ONHD () 011( (ZI : ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL n HV 'BLADE SHUTTER ELEVATION HV LOCKS(25 OR(g.FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO®IS W/3 p8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB- AND HDC-HVC,SHEET 16.LOCK MAY BE INSTALLED AT MIDSPAN OR 12-MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `, itfll�li) IyV� 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. ,P . BERTHA HVTM �'•' ,V\cEN •`'��'= . �, � � Accordion Shutter System H.V. BLADE#1 W/OR W/0 H,V.WINDUN BADE a N0.441. - American Shutter Systems REV.N. DESCRIPTION DATE DRAWN eY: MP TILLIT TESTING & ENGINEERING COMPANY a ;* eass N.W.ism.St.,St.M.WGINA GARDENS,HDRIDA rile A9SOC)Ot)On. Inc. 1 OID 17-107 /2/202 DATE: 7/2/2020 of Ph—:(305)871-1530 Fax:(305)871-1531 4268 Westroods Drive z STATE D - o-m 1:Ntem000l.com West Palm Beach, FL 33407 3 DRAWING No ' � L�DRID tz CA-a00671D 2D—�64 '�i Fs•'••....... ••'� ``. _ WALTER A.TILUr Jr.P.E. SHEET �'°��s4ON :.',`SEAL/SIGNATURE/DATE FLORIDA uc.9 u167 e 5 OF 20 I 1 NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE S �1J) REQUIRED 1/4'0-20.J/4"S.S. REWIRED REOUIRW _ CONCRETE ANCHORS MACHINE SCREWS CONC ANCHORS FOR (SEE SCHEDULE ON W/1/4'-20 (SEE SC H ULE ON SHEET 13) 17 18 RIS`A(EYSTONE(SEE MOUNTING(H)ON SWEET 7) /�'SHEEP 13) T-i,� ® 12'O.C. 1. 12 oR 14 \ Min 1/4"0-20.3/4'S.S. :' / O 1-EQ Q MACHINE SCREWS EO USING t/4'-20 NUTS _ 19 141 E.D.* 1/ / IJVzso'Max. E. -- _ 13 GR 5 / -- 13 OR 15 D E. i \ f i .250'Max. D.D! ___ I 1 Max. / OPTIONALOPTIONAL SEPAMON Ti '(i135(SEE I I I f I f tSGfDLLE9aDEm I i 1 OR 1 i f i MIN.SEPARATION TO GLASS ',, j 1 ON rNEEr 19 FOR , i I EXISTING_-r--(SEE SCHEDULE ON SHEET 11) EXI NLnc 81Mfs Ok® ; : MIN.SEPARATION TO GLASS I V G�� I L� r`(SEE SCHEDULE ON SHEET 11) EXISTING i 1 i CLASS—I 11 Al ©HV WALL HEADER INSTALLATION QA HEADER LAON © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _ I MIN.SEPARATION TO GLASS GLA,ss . MR I`(SEE SCHEDULE ON SHEET 11)— 1 (sx 1 1 I I —I OR ,1 , 1 EXISTING TO I I MIN.SEPARATION TO GLASS f - GLASS- ON SHOT1 1 1-1t mMA 1I 1�1 '(SEE SCHEDULE ON SHEET 11) f f a 1e TW i 1 i m�® I IXnNG IS I F f OPTIONAL I 14 OPT[NAI. I 1 I f 1/4'Mo.. E: 13 15 * 7f E.D.* I 1 - 1, �i OR H � 1/2°LLL 111 19 W Eo Q _ 1' 12 OR 14 -- - 1/4'0-20.3/4'S.S. Min EQ EQ PHILLIPS TRU55 NEAR t/4'0-20.3/4'S.S.PHILLIPS . 17OR 18 I MACHINE SCREWS USING " CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS �1',d 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. POURED CONCRETE- SEE SCHEDULE ON SHEET 13) Mina ) POURED CONCRETE OR CONCRETE BLOCK SHEET 13 ORCONCRETE BLOCK REQUIRED WALL REQUIRED O HV WA LL SILL INST EDULE ON POURED CONCRETE SHEET 14) �HV.WALL SILL INSTALLATION OR CONCRETE BLOCK ' WALL REQUIRED O HV- WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, - INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E.Q.-EDGE DISTANCE - ASSEMBLY ♦SEE LIMRATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE Q ON SHEET 19 HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV7M Accordion Shutter System A.No.491, 7 - - KV. SAX#1 W 0R W/0 Ky.W , TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N P DESORPTION DATE DRAWN BY: M Association. Inc. , OLD 177107 /2/202 DATE: 7/2/2020 053 N.W.33a.se.Ste.ws.YRGR A GARDENS.FLORIDA ails STATE 0 Phone 305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2•, F ( .1 Ute..Coal.-. West Palm Beach, FL 33407 3 DRAWING No e- CA-000D719 20-1 G4 //�`,s "•...,.• '�'O�1�. WALTER A.11LUT dr.P.E. 4 '''vrs��IVAL "%SEAL/SIGNATURE/DATE FLORIDA L`.y a1e7 8 SHE ,�LET OF 20 POURED CONCRETE ANCHORS I tut STPARAMI I ♦-' 1 REOUIRD (SEE SCHEDULE ON SHEET 13) ITO GLASS�( I 1 �R ® IXISTINO i I 1 i�Mw}O GLASS EDGE OF -'11 IQi C4A.R mATO I GLASS-1 {{{ I l SCNFDUIE I1I� I SIAB IF ; Ox 51QF7 19.fai i i Tex.$EPNAn9N I I sxEET 11) ry E. APPLICABLE OUSTING / GLASSY I \ r( 9 I) I �M C OR� I I I' i i i I I l i EXISTING LOCATION I i I G HIX WASHER HEAD I I I I I f 1 1 1 GR 1 oa 15 o J/e UN. TEK SCREWS d• 12'O.C. i EDGE OF IIJ I 7/e uw.• CONCRETE ANCHORS 8 LA9 IF (SEE SCHEDULE ON SHEET 13) E �I E /APPLICABLE r EXISTING I I I' i i I EDGE OF--i ' ' EDGE OF I I/ IF GLASS SLAB IF 1/2 .1 EDGE OF APPLICABLE 0 wN SlyhR910v ' I APPLICABLE E.Q. O� / - EDGE IF TD GLASS APPLICABLE POURED J POURED FLAT HEAD CONCRETE ANCHORS I CONCRETE 11 TOR eAWO w ui ♦ POURED / /. ✓ CONCRETE' / E D REQUIRED (SEE SCHEDULE ON SHEET 14) CN sw 19 FUR I - OR CONCRETE ---- REQUIRED' LSAT HEAD CONCRETE ANCHORS 8LIMIDA® I i ,i REQUIRE .E. D.• .D.4 - (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION �I HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO +70,"-75 PSF AS.D. © HV CEILING INSTALLATION � Hi FLOOR INSTALLATION t DESIGN PRESSURE RATING& FOR SPANS PER SCHEDULE J3, SHEET 11 EXISMG M:N.sFPARAIlOx RETE ANCHORS GU`S--i m IaASS I ro tJSSi 1 Q SCHEDULE ON —(5EE 5°mu .. - I.. ET 15 1/4'O RW B uwx TAPCON w/ ON SNNEEi f IJ I a sxm tt7 1 1 I I I I EXISTING ) ADVANCED TNRFtOfORU 1 CLASS T IEXISTIN t i D GLASS MN.SEPARAMN m,Gvs! _ I GIAS -r I I TECHNOLOGY OR 1/4.0 MM'Ef6 1 4' I \ JI(—SeRiMa cN SIrtET 1)i I t i----0 I I� FASTENERS 3/4'MN,D MENTb W' I MAX. I. uw.sFPAfATpN m ouz 1 J/4'MN,O.tTiEa.@TT O C 1 a iiI iiI I I I I(SEE sOmnE ON 117 1 I O.C.FOR UP 1d 6'-0'SPAN AND I I I I III d•O.C.FOR SPANS LARCER THAN ,I B'-o•UP To 9'-0•IMX.AFPLr MAX / I SF/LWT AT E141;!FASIFI:ER F - 8 ' 0i -)(SHE NOTE r Ox sir t1 1/2' i —O3 OR 15 °'a y10x3/4"HEX a TUH uNGAn 3 8 '. MAX. WlSHEA HEAD i I - ' I TEK SCREWS :I Ni.SEVANi /p ----77 1 3 8' (A 12'O.C. 1 %///�/ ®14 CREW Hr..HEAD-.J I 1 - 8 % t 4 a-2oz3 4 SS US TEK SCREWS®9'O C I •,--.--- 14x3 4"S.D.S. 1 i I b / / OR 1/4"0-20 S.S. M S. 1 CONCRETE ANCHORS' m _ _ 6 a O J/ t / I` •I? USING 1 4'm-20 NUTS W/NUi®9"O.C. ,i (SEE SCHEDULE ON n 1 �. .®9'°.C. - ___ 1. •. / I SHEET 14) . ox. + 4 0 12.O.C. .�J}Z�.____..• J 17 OR 1S 1/2" Y' I- L L Q;;,f 200 MIN.�. -WAIL 1G NON(NESTRACTU RAL EDGE OF 7 R 18 1. IVE E D >R SRL) SLAB IF , ` -�114z3/' .H.S.D.S. MIN f 7/B' _ 1 7/6'-11I! APPucaBLE ., ®s• .c. — jj CONCRETE ANCHORS SEE NOTE 13(b) - REQUIRED FOURm CONCRETE POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET 1 REQUIRE _ OR CONCRETE BLOCK OPTfONAL POURED REQUiRE° - AXIMUM A5.0.®KEYSTONE MOUNTING INSTALLATION CONCRETE Q HV.WALL FLOOR .INSTALLATION © HV WALL WALK—OVER INSTALLATION u DESIGN PRESSURE+84,72 Per REQUIRE - - - MAXIMUM SHUTTER SPAN 8'-0" �J HV RAINGUARD INSTALLATION, t NOTE FOR COMBINATION OF SECTIONS: ,! BE E.D.m EDGE DISTANCE t MOVABLE WHEN PERFO THIS INSTALLATION LRME 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENACENT TRANCE OPERABLE EXIT ♦6LAEDE MIAAONN SHEET U19 SE FOR ASSEMBLY P-MOUNTING INSTALLATION. _DETAILS_ W/ O HV BLADE YWAY SECTIONS CAN BE COMBINED - - - - - ANr r To sur aNT INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ` ��tL1IQIIII 11{I/Ary� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. CC BERTHA HVTM. �`cEN F' ��' �� E O �N�. Accordion Shutter System •.... __ A..S.S.A,. .HV. BLADE#, W/OR W/0 FLV:WINDOW BLADE a N0.44 67 American Shutter Systems rlO'Zo TILLIT TESTING & ENGINEERING COMPANY i tI I. C Lv..N DESCRIPTION DATE ORAWH BY: N.P STATE F S_ 6355 N.W.3Gth.St..Ste.303.VIRGINIA GARDENS,FLORIDA 3316 sae a Q'nA n 1 ..OLD 17-107 /2/202 DATE: 7/2/2020 Phone:(305)871-1530.Fox:(305)871-1531 4265 Westroads Drive - 2 - p p DRAWING No �ORI a e-mail:raecoCadcom West Polm Beach, FL 33407 3 '%F •., (mod i cs ',�� ... WALTER A 007F1 Jr.P.E. a 20��"T �"Ili�ONAL @N%N EAL/SIGNATURE/DATE FLORIDA ue.g aatsY s SHEET 6 7 OF-20. SEE END WALL CON ECTION DETAILS ON SHEETS 10 & 18 SEE NOTE ON LOCKING RODS 5 HV LOCKS®or D OUT 90• , IN r f EXISTING cuss INSTALLATIONS Wz _� HV **AND ALTERNATE HV LOCK®ON SHEET S. / BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W1 HV CENTERMATES CENTERMATES APPLICATION WITH BIADE© �9- OR SEE END WALL CONNECTION 6-5.©oa EXISTING GLASS DETAILS ON-$ O.O.©DRO•O.OoR — ------------------- — 1 I O O © © ® O 3 1/4' 7• 6 1/2' 7' z•n•x1/61o•-z 8 8 oR 9• oa 1 � 5 (6063-T6 AUDY)ALUM. OPPOSING ANGLE W/(2)1/a•0 TAPCON 1/2' oR©.@ SYMMETRYCAL ANCHORS TO CONCRETE I- CENTERMATES (TOP/BOTTOM)k g,0x3/a•s.Ms.® ,z• CENTERMATES MIN..SEPARATION (4)®10s1/2•S.M.O.TO TUBE i a.c.Fuu_LE7JG12' W/ HV LOCK 4.or Wt HV LOCK o �215'I` To cLAss AT EACH ANGLE.(TYP) _ (SEE SCHEDULE I N 3 * 3 ON SHEET 11) — . -1-- --- -- ----- -- -- Bar O --- a ® � OUT to.@ox@-©ax©+@:w HVA HVB © � O'O O O•© HVC oR oR 6 7 as$ a+l O 3 p+ POURED CONCRETE OR _——————— t 0�_�5°a©*�3 a+1 ♦©ow_ rIXISDNG GLASS REOUi(2ED BLOCK WALL ---- / \ --_— ��O © O ® ---- EXISTING�'©'®-@+® .®� SYMMETRICAL s 7 • t s • 7 «� GLASS \ � I N MIN.SEPARATION r $ •®�Q•i�DR t s•O5 �Ex snrlc CENTERMATES EJ @.@-@.@a @.Oj oR TO GLASS 5 L— — —f GLASS ! * SEE SCHEDULE m W HV LOCK (l1 OPTIONAL MIN.SEPARATION (INTERIOR) (�'®�+Q'©oats• ON SHEET 11) TO cuss ® °� ® 3 f oR©•. (SEE SCHEDULE OPTIONAL I N - -- —' ON SHEET.11). (INTERIOR) _ ___—_—_—_—_.- --_—_-- —_—._-- OUT - —' - CONCRETE/ )——. — — _. \- •� '� /ANCHORS® �.- _— IE 16'O.C. 1 3 VARIES I 90•.. \_ _. OUT 6 1/2•MAX.SLACK - OUT � (EXTERIOR). HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. A■�■�■A■ BERTHA ter Tm \\CEh Accordion Shutter System No.44 67 L_ E�coINC. HK RAX#1 W/OR W/D KV WINDDN BLADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems. iEv.No DESCRIPTION DATE DRAWN BY: M.P o' STATE F ��� 6355 N.W.36tn.St.Sto.xis,VIRGINIA GARDIM,nORIDA 3316 ASSOCIOfIoT1. Inc. 1 OLD t7-tO7 /z/2o DATE- 7/2/2ozo �'., Ph... (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive -2 DRAWING No - F R P ,. ` e—maitllCA—�0eo6aol.eom West Palm Beach, FL 33407 3 -o'�•,`,s,S WALTERDa TI 8 a4167E 5 SLO 164 �u11glLln�itN?. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOC 0 V MALE/FEMALE 'IT" LOCKS CENTERMATES 8 9 & LOCKERS 2�7J W/ n HV BLADE * o SEE END CONNECTDN DETAILS ON SHEETS 10 a, 1s INSTALLATION.n HV BLADE oui] COMM`LASS BIADE6SLACK DETAIL HVF,INDICATED ON SHEET B, Wf HD .CENTERMATES 13D �Q®mO O O AS WELL AS UNIVERSAL FLOA71NO MADE®DETALL.HDD-HVO, . 7 a 8 1 O• Eon INDICATED ON THIS SHEET,MAY BE USED WITH THIS ALIERN4 l TO INSTALLATION DETAIL Hec SHOWN IN THE SHEET. SEE END WALL CONNECTION l �®'©°A DETAILS ON SHEETS 10 h 1e (60w T6 ALLOY)NJ1W . µw/(2)L/0!Y TMCON I �/6' 11 �® - aPnD+u) * 35 oOP/ODTTOH)4: L-------------------" — ( ------ 4 (OPTIONAL)— -- 1 (Q/10x1/x-SYS TO VIBE I /,oil P S.MS 0 12' ------------------- - 3 ` AT FA.aI ANGLE.CM)TUBE I _ dG FULL fENGHT. * IN -----(4)H.V. — ---- ------- IN (a)H.V. - ,nN e Fj E 3 30 HV T" PINS(7YP.) 5 5 , 7 3/4• PINS(TTrJ / 9 e ' (sue SM E LOCK (INSIDE) 1O aN sHa.T ,) — —-—-—-—-— — — — rt - — — —_ 5 i 2 %��IW/4' OUT 31 OR 2 3 31 oR 32 31 ORQJSEE NOTE 8 FOR-HIV LACK 3 020 x-1 1/2" S.S.M.S. .4 '35 (OPTIOµ L) / 7/8"d x 3/32" WINGNUT. (�fIC' HDB-HVB OUT HDC-HVC r LOCK,ON SHEET. ')I - - . HV' "T" LOCK (OUTSIDE) = 2 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ® W/(n! LOCK (EXTERIOR) .W1 LOCK (INTERIORI t SMES 9444 ALUMINUM HVG* (2D24-T3 ALLOY)LARCE F7N10E THIN SHEET NUTSERT,PART/0820. AS MANUFACTURED BY AVDEL CHERRY IO ®a©�®w®•®a IEYTORN,PARSIPPENY,.NEV JERSEY ©•O ©eA©'O ®� 07054 OR EQUAL O SEE NOTES ON LOOGNO RODS( B ND0 LOCXB ON SHEET 5 **UWARSAL FLOATWC S AOEG DETAIL NOD-HW IS VALID FOR ALL CEME=gM APPIFWIONS MH OIDEA HDD-HVDs* FLOATING STACK ` R-ORIDA BUILDING.CODE(Non High,Velocity.Hurricane Zone �„ 11(j111111.1 4i /'/ 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �. ,• i %, BERTHA HVTM Qv.v�cENs �y �,S.S',A, Accordion Shutter System H.v. BADE#1 w/OR w/o H.V.WINDOW MADE _a No,441 7 _ American Shutter Systems -A�TW 2 TILLIT TESTING & ENGINEERING COMPANY Y EV..N DESCRIPTION DAIS DRAWN BY: N.P a 9359 N.W.36UI.St,Ste.305.VIROMA GARDENS•FLORIDA 3316 Association, Inc. , OLD 17-107 /z/zoz OATC 7/2/2020 -a'•, STATE Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No °-mad-0� ..I. M West Palm Beach, FL 33407 3 20 � •.. .••�R>Z� WALTER A.TILLR J,P.E. -..4 - 2019 - 64 NA A i?�$EAL/SIGNATURE/DATE FLORIDA Lk-y 44167 5 SHEET 6 9 OF 20 �--POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL n OURm CONCRETE L OR CONCRETE OR CONCRETE OR CONCRETE \ C REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED —EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR ® 16.O.C. EXISTING GLASS —r— _ [ 2•MIN. EXISTING GLASS _1 MIN.SEPARATION i-—-7 1• / -!j 1 2'MIN. ) /// TO GLASS(SEE MIN.SEPARATION SEE E0. III EQ To�(SERE i 1 BADEm TO LASS(SEE SCHEDULE ON 54EET I I � ToSEPARATION .. _ . Q I I SCHEDULE ON SHEET 1/16"X3'MAX. ON SHEET 19 FOR / SCHEDULE 1 EA ON SHEET /�1 / SOEDIAE ON MASS SHEET11 FOR BLADE®A1'!D (6063-T6)CONT. 13LADES�&QQ ON giEET.t°-FCR 11 FOR MADE([)AND (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER 1/2- ON SHEET 19 FOR EITHER SIDE-1 BV�m&.� PLATE(LOCATE ,/2' ` ��&Q) T� OFO) AT EITHER S1DE MIN ` 1/2'MIN.. OF(D) I 4 USE 1.OR 2'MAX. OX1®216S O.C. NR (W �, _—_—_ UM NUM�CLP)ANCLE 6"x0-2- ® 76'O.C. - �� _ - / .....- 4 (1 #106 ALLOY)AT MIDHEI& •. - 4 (1) $lox/z°s.Ms.To®&SEE DETAIL X FO WALL T TAPCONS ANCHORS TO WALL AT 1'O.C.(LOCATE AT SEE DETAIL%FOR SIDE C00 NTE ON I OR ® EITHER SIDE OF®) O OR - SIDE CONNECTION ®a©.07 w 80a©O.®w SEE DETAIL%FOR 4 ©w®w 6 7 w 8 10•®w TO TRACKS w w 6 7 w 8 10• a ,r�_ SIDE CONNECTION O ®w©•QO1Q'^\„l!®01 !� ®°" 10 pQJw0•�LJ-®•©w TO TRACKS 10•®O1©•�w©•®w 10•®w®.®w®•®w 0•®w©•0-@_ 6 7 s 7 ©•O•©w©•O•®w 6 6• O'O'®a0'0'®' ® ®w®•�,�,®w O•®w® ®w®®w®® ®w® ®'�'®w� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 0 O O /-POURED CONCRETE OR i REQUIRED ONLY FOR SPA NS_GREATER THAN —————�E%ISi1NG GLASS / CONCRETE BLOCK WALL EXISTING 4 - ® ' .. ` f REQUIRED __ � GLASS . MIN.SEPARATION $14/1/2�' . '------------ TO GABS(SEE ® 16- .C. S MIK SEPARATION Y Z------ - - . SCHEDULE ON SHEET / TO GLASS(SEE D i'C ORCOR 1 1 OR IT tO& cr CONCRETE 1/2-MIN. 4 ------------ -___ ©ORQOR�OR� ON m a&Fat ANCHOR C. 1�j�E��RNp A coANrlccEloa Q�1 12'O.C. 5ON SHEET O&F -- / EQ ---�= OR ® 16' 1/2'MIN. I / O.C. EQ _ O'. H DRO OR� OR 2'MIN. 2'MIN. SEE LIMIIATIONS OF USE FOR - GLADE 9 ON SHEET 19 @OROOR(qOR(gOR 1© VIEW Y I 71 ,OR T OR Q' ® PLAN DETAIL X . POURED CONCRETE OR ®w©•07 wO 1p.®w @_6_©•Ow®w10•®w CONCRETE BLOCK WALL ,D.®w©.®wp.®w END INSTALLATION REQUIRED •©w p.0•©w©•O•®w HV_ BLADE 0­9 HV WINDOW BLADE INTO ®•®w®•®wp.®4 ® ®w® ®w® ® CONCRETE. OR CONCRETE 'BLOCK WALL. END CONNECTION DETAIL 50• ® END CONNECTION DETAIL© w® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ITl 1µu C`A (( 02020 TLTECO.INC. 02020 EASTERN METAL SUPPLY,INC. `/•r* BERTHA HVI'M �_C_0 , N Accordion Shutter Sy zli stem$LA d S At H.V. RADE#1 W/OR W/o KV.-WINDOW RAM *; * 2� TILLIT TESTING & ENGINEERING COMPANY American Shaffer Systems Ey,N' DESCRBTIDN_ DATE.- DRAWN BY-. M.P "fl STATE F 'I�Z_v�r' 8355 N.W.360.SL,Sic.JUS.VMMMh GWDEN5.FlAPo0.1 3318 AssOCTGfTOD. 1110. 1 OLD 17-107 /2/2D2 DATE:- 7/2/2o2O Phone:(305)871-1530.F-:(305)871-1531 4268 Westroads Drive 2 %a,O•aF F(ORI P .\��,.� cA-00a67,6 West Palm Beach, FL 33407 3 DRAWING No e-mail: 00011®eol.wm 20-1 CVA •••••• 3;•? - .. WALTER A TILLIT Jr.P.E. 4 'f NA1 SEAL/SIGNATURE/DATE FLORIDA t 'y u'67 ° SHEET 6 10 OF 20 SCHEDULE 41 SCHEDULE J2 SCHEDULE 3 MAXIMUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft.) FOR INSTALLATION TEND NCTES- CENTERMATES ® &® or or ( R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ If W/ ONE H.V. LOCK ® or® or or & '® W,&)W/ ONE HV LOCKS CMANSORY& WOOD ppS(TIVE AS.IDUDE5IGNWPRESSURABLE ERATING.FOR A GIVEN HD LOCK ®W/ LOCKING RODS or ONE HV LOCK or®or 7 ORW/ NO LOCKING WALL A, B, C. D. E, M, N. 0, P, 0, L- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTER MATES®& ®W/ ONE HV '7" W/ NO LOCKING RODS® A.S.D. DESIGN.PRESSURE RATING. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) RODS MOUNTING F. K & L R. S. & V. BOTTOM (SEE NOTES If.it' (VAUD FOR MOUNTING(D (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J WALL MOUNTINGS OP BOTTOM OR FLOOR CEIUNG: CONCRETE&WOOD T. U, W & X (T / ) / CONCRETE&WOOD INSTALLATIONS CONCRETE MOUNTING & M A.S.D. A30 06ir+ T Asln o M INSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PREIMM DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE RATING RATING RATGIG nAOR/CEIUNG MOUNTING (D>I) MOUNTING (pat.) FlAOR CEILING MOUNTING TPaf) OR GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. (+OR-) (,OR-) / (+oR-) FLOOR ALL MOUNTING �A - - DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ (R)_ L-(fl) 'L+ (0) L-(II) L+ (6) L-(R) L+ (6) L-(6),_ V MAXIMUM SHUTTER SPAN 'L+'OR'L-"'FOR 30 OR LE 16'-0' 16'-0' 16'-,0" 16'-0• 30- 16'-0" 16'-0" 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10". 14'-10' 15'-2' 1i-O' 35 14'-10' 14•-10" 35 15'-2" 16-10' 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND L-'. 40 13'-10" 13'-10' 14'-2' _15'-2" 40 13'-10' 13'-10" 40 14'-2" 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-4' 14'-3" 45 13•-1' 13'-1• 45 13'-4" 14'-3' t HV CORNER CENTERMATE 13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12•-5• 12'-5' 12'-8' 13'-7" 50 12'-5' 12'-5' 50 12'-3' 13•-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 IV-10' 11'-10" 12'-1' 12'-11 55 11'-10" IV-10• 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11•-4' 1V-7' 12'-4• 60 11•-4' 117-4• 60 10'-2' 10-11" NOTE#5, SHEET 5. RATING: 65 10•-10' 10'-10' 11-1' 71•-11• 65 10-10' -TO'-1D• '65 9'-5- 1D•-1" - - DETERMINE: 70 10'-6' TO'-6" 10'-9" 11•-5' 70 10•-6• 10•-6' ?0 8'-9' 9-4• - Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10-1" 10'-1" 10'-4' 71-1° 75 10'-1' 10-1 75 8-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 9'-10' 9'-10' 10'-0• 10'-9' 80 9'-1 a' W-10• 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'-6• 9'-6" 9'-9' 10'-5 85 g'-6' W-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3' 9'-3' 9'-5 10'-1" 90 9- B. DETERMINE: 95 9'-0' 8'-9• 9'-2' '9'-10•. 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-= MAX, SPAN FOR FLOOR C 100 8'-9' 8'-4" 9'-0'- 9'-1- 100 8•-9" 8'-4' /FILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7• 7'-11' 8'-9• 9'-4' ' 105 8'-7' 7'-11' 110 8'-4' 7'-7' 8'-7' W-2' 110 W-4° 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3' 8'-4' 8'-11'. 115 8'-2" 7•-3' MINIMUM BETWEEN 'Lt+.'L2+•, "Lt AND "L2-' 120 6'-0" W-11" -2• W-9" ' 120 W-D= 6•-11• SEPARATION _TO GLASS. SCHEDULE 125 7'-10" 6•-8' 8'-0' 875• 125 7•-10' 6•-8' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7•-8• 6'-5• 7'-10• W-i" 130 7'-8" _ 6•-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 7'-7- 5-z• 7--1- 7•-s'� 135 7'-7- 6'-2• SEPARATION 140 7'-5- S-11" 7'-7• 7'-6• 140 7'-e• 5'-11' ASTM E-1996 145 7'-3" 5'-9' 7'-5° 7'-3' 145 7•-3• 5•-9• TO GLASS 150 7'-2' 5'-7'. 7'-4' 7'-0" 150 7'-2" 5'-7- - 155, ._ 7'-0" 5'-5• 7'-2• W-9" 155 . 7'-0'_ W-57-_ 1 THRU 3 1" 160 W-11' 5•-2• 7'-1"' 6'-7"'- 160 6'-11' 5'-2• 165 W-1 a" 5'-1' 7'-0' 6'-4' 165 6'-10" 5'-1' ` 170 6'-9", 4'-11' 6'-11' 6'-2• 170 6_-9' 4'-11' 175 ,6'-7" 4'-9' 6'-9" 6'-O' 175 6'-7• 4•-9" 185 6'-6• 4'-8' 6'-8' 5'-8- 185, 6'-6" 4'-8' 0 H V BLADE 185 -6'-5" U'-3- 6'-T 5'-8' 185 6'-5' - 4'-6' 190 6'-4• W-6' ,5'-6� 190 W-4" 4'-5• 195 6'-3' 6'-5" 5'-5" 195 - 5-3" 4'-3"20O W-2' 6'-4' 5•-3• 200 '6'-2• -4•-2- 205 6•-1" 6'-3• 5'-1" 205 s•-1" a'-1= FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```\`e-glip twill," C202D 71LTECO.INC. 02020 EASTERN METAL SUPPLY.IINNIC. Hp 'i` BERTHA HV -\ vyc Ns ''� A S Accordion Shutter System 'I L E'C.O 1 N C. H.V.FV 9AM#1 W/OR W/O RV. WINDOW BLADE N0. 1' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N OFSCRIVI ON DATE_ DRAWN er:MILW.LG. —*T W56 N.W.35ID.SL.Sta.JW.Y6iGWN C•ViDERS,FLORIDA 3316( Association, Inc. 1 OLD 17-107 /2/20 DATE, 7/2/2020 STA OF a Phone:(305)871—)530.Fm:(3D5)871-1531 4268 Westroods Drive 2 DRAWING No - %9 w e mpll:6necp®apl.�pm West Palm Beach; FL 33407 3 p. F ZO-1 64 .• (0 IDP •• .� CA-0"6779 WALTER A.T0.LR Jr.P.E. 4 . .'LW/SIGNATURE/DATE FLORIDA U.1 44167 5 _ SHEET tali6 11 OF20 MAXIMUM ANCHOR* SPACING (in.) SCHFD 1 F FORA GWEN MAX. S14Ir1TF17 SPAN. a c D DESIGN NEGATIVE PRESSURE RKnNG AND A CORRESPONDING MOUNTING TYPE FOR CON RETF OR h REIF ANCHORS SPACING FEND POURED CONCRETE. ks NDUN7N9s A B,C,D Ar,O PUR..a POURED CON CONCRETE MM TAPCON OR A WALL HEADER MOUNTING A WALL HEADER MOUNTING WALL HEADER MOUNTING D WALL SILL OUNNNO D WALL sLL OUNTING C& WALL HEADER/SILL TAPCON WITH ADVANCED WSPSPAN W/ W/ 4 ® W/ W/ MOUNTING THREADFORM TECHNOLOGY (N) ASA DESIGN NEDAINE W6SSVf✓E RAING ASA D;EM NEGITNE PIaS511RE PAT=(.91 ASB.DEM NEGM AB411RE RAM psl ASD.DEffi1 NFrRSE PREZM PATNO�A6&DISIGN NEG05E PRFSSUE RATNC(pl ASQ.DE901I NEN[O PRF591PE RA1NCi ALL POINTS SOLID-SET 30 40 60 75 90 120 1601205 30 40I 60 175 90 12011601205 30 40160 75 190 112011601205 30 40 160 175 190 11201160 205 30 40 160 175 190 120 160 205 30 40 60 75 90 120 1B0 2- BLUE TAP 14 12,10 9 8 a 5 5 14' 12 10 9. 8 8 6 6 14 /2 10 9 8 8 6 6 14 12 10 9 8 a 6 - 14 12 ,0 9 8 8 6 55 8 8 B 8 8 8 7 &5 3•- 015 0' 14 12 f0 9 8 8 8 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 14 12 ,0 9 0 B 8 8 14 12 10 9 0 0 8 B B 8 'B 8 9 B B 8 TAPPER} OR T. 12 10 9 8 8 6 5 /4 12 10 9 a B 8 9 14 12 10 9 8 8 8 8 14 12 10 B a 6 8 3 14- 12 10. 9 8 8 8 6 5 8 8 B e 8 B 65 14 12 10 9 8 8 6 6 14 12 10 9 a 5 6 6 14 12 10 B 6 8 6 6 14 12 10 9 B 8 e 14 12 10 9 8 -B B 6 B e B B B B 8 7 14 12 10 9 e B 6 4 14 12 f0 9 0 8 6 6 14 12 10 9 8 8 a 0 14 12 10 9 8 7 - 14 12 10 9 8 7 55 - 5 5. 8 8 8 7 5.5 4 4'-0' 14 12 10 9 B 8 6 4. 14 12 10 9 0 B 6 6 14 12 f0 9 8 8 B B 14 12 10 9 8 8 5.5 - 14 12 10 9 B B 6 6 B 8 e 8 e B 8 e 14 12 10 8 0' 8 4.5 - 14 12 10 9 8 8 6 4 14 12 10 9 B 0 6 6 14 12 10 9 8 8 - 14 12 10 B 8 8 a 8 0 a B 8 8 65 5 14 12 10 8 9 B 6 t 1{ 12 10 9 B e 6 6 14 12 f0 9 8 B 8 6 14 12 f0 6. 8 0 14 12 10 B B B 8 8 8 B B 8 8 7 6.5 It 12 10 9 8 6 4S - 14 12 10 9 8 8 6 3.5 14 12 10. 9 8 8 6 fi 14 12 10 8 7S - - - 14 12 10 9 7.5 5.5 - - 0 8 8 8 75 55 4 3 14 12 10 9 e 8 45 - 14 12 10 9 8. a 6 3.5 14 12 10 9 8 8 6 6 14 12 iD 9 B 7 - 14 12 10 1. 8 8 6 - 8 B a 8 B 8 .8 e' * SEE ANCHOR 14 12' 10 9 B SS - - 14 12 10 9 a a 4.5 - 74 12 10 9 0 8 6 5 1{ 12 10. 9 B 3 - - 14 12 10 9 B 7 - 8 B •B 8 8 7 5 4 SPECIFICATIONS 14 12 10 9 e 8 '4 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 8 6.- 14 12 70 9 B - - - 14 12 10 9 8 7S - 8 B 8 e e zs SS 4 ON SHEET 13 74 12 10 9 8 55 3 - 14 12 10 9 8 8 4S - 14 12 10 9 B B 6 6 14 12 95 7.5 4 - 14 12 95 7.5 E.5 35 - '8 8 e 7.5 BS 45 35 - 6'-0' 14 12 10 9 8 5.5 - 14 12 10 _ 8 a {.5 - 14 12 10 9 8 8 6 6 14 12 10 9 B 4 - - 1t 12 10 9 5 8 4 8 8 B B a 8 8 7.5 14 /2 10 B 8 3 - - 14 12 10 9 B 8 - - 14 72 10 9 B 8 &5 3.5 14 12 10 9 45 - _ - 14 12 10 9 7S 4 _ B 8 8 8 7.5 5S 4 J 14 12 10 9 8 5 - - 14 12 10 9 a 8 4 - 14 12 10 9 8 8 6 5.5 14 12 10 9 5 - 14 12 10 9 8 4S - e 6 8 B 8 8 4.5 14 12 10 0 8 t - - 14 12 10 9 8 &5 3 - 1♦ 12 10 8 8 8 6 14 12 8 4.5 - - 14 12 B 0.5 55 - 8. 8 8 6.5 5.5 4 3 7,-0. 14 12 10 B B 4 - - 14 ,2 10 9 0 6.5 J - 14 12 10 9 B e 6 - 14 12 f0 B 8 - - - 14 12 10 9 e 7 - - e 5 B a 8 B 7.5 e 14 12 TO 9 4.5 - - 14 12 10 9 8 4 - - 14 12 10 9 6 7 4 - 14 12 10 5S - - 14 12 f0 8 8-5 - _ B 8 8 B 65 5 3.6 - 14 12 10 9 7.5 75 - - 14 12 10 9 0 6 - 14 12 10 9 8 B 6 - 14 12 10 6 - I{ 12 10 &5 7 B B B B 7 5 4 14 12 10 8 5.5 3 - - 14 12 10 9 B 4S - - 14 12 10 9 a a - - 14 11 7 - - - - - 14 11 7 &5 3.5 - - -- 8 8 7 55 45 JUT - - 8•-0' 14 12 10 9 55 - - - 14 12 10 9 8 45 - - 14 12 10' 14 12 10 7 4 - - - 14 12 10 9 8 3 - 8 6 8 8 8 75•7 4 ♦SEE LIMfiAT10NS OF USE FOR 7{ 12 10 &5 3' - - - t4 ,2 f0 8 6 - - - 14 12 to 9 0 �SS= - 14 ,2 85 3 - - - - 14 12 :5 7 4 - - - a 8 8 7 55 4 3 -_ SEE L to ON SHEET S 14 12 10 B 5 - - - 14 12 f0 9 8 4 - - 14. 12 10 9 8 B - 14 12 95 - - 1{ f2 0.5 7.5 4.5 - 8 0 B 7.5 6 4.5 19 - 14 12 10 BS 4.5 - - - 14 212 10 9 7.6 - - - 14 12 10 9 B - - 1J 9S 4 13 95 a.5 5 B B 6.5 5 4 3 14 12 10 &5 4 - - - 14 12 10 9 7.5 - - -• 14 12 10 9 8 - - - 14 12 10 5 - - - - 14. 12 10 9 5:5 - - - 8 a e a 8 65 6 3 14 12 85 4 - - - 14 12 f0 9 4.5 - - - 14 12 10 9 7.5 _ - 14 115 4S - - 14 115 7.5 6 8 H 7S a .5 4 14 12 10 6 4 - - 14 12 10, 9 7 - - - 14 12 10 9 6 - 14 12 5 - 14 12 8 65 - 0 8 8 65 55 4 14 12 9.5 3 35 - - - 14 12 10 9 &5 - - - 14 12 10 9 5 1.5&S - 15&5 55 _ B 8 55 45 35 - 10'-0. 14 12 95 5 3.5 - - - 14 12 10 9 5.5 - - - 14 12 10 9 B - - - 14 12 7 - - - - - 14 12 10 75 5 - - 8 8 8 8 8 7.5 45 - I4. 72 5.5 3 - - - - 14 12 10 8 3 - - - 1412 10 9 8 - 14 105 3 - 14 10.5 7 35 B 8 7 &5 45 3.5 14 12 8 45 3 - - - 14 12 10 9 5 - I 14 12 10 9 B - - 14 11 _ - 14 11 7.5 8. 8 7S 6 5 14 12 7 - - - - 74 12 f0 - - - 14 12 ID - O5 a 0.5 8 -5 B B 5 4 35 - 1{ 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - - la 12 5 - - - - 14. 12 10 - - - - - B B 8 8 8 7 3.5 11•-0' 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - 2S 95 - - 2.5 0.5 6 _ 8 B. 8 5 t 3 _ 14 12 &5 - - - - - 14 12 10 - - - - - 14 12 10 - 35 10 - 14 10 7 8 B 715.514.51 - 14 12 55 - - - - - 14 12 10 - - - - - ,14' 12 10 - - - 9.5 7 - - - - - 95 7 35 - - - - - e 7 4.5 3.5 3 - - 14 12 5.5 - - - - 14 /2 10 - - - - - 14 12 10 - - - - ,4 12 4 - - - - - 14 12 10 - - - - - - 12'-0'- - _ _ _ _ B s. e B a 6 3 - 14 12 3 - - - - -14-12 a - - - - - 14 12 10 - - - - - 1.5 B.5 - - 1I5 a.5 4 6 8• 5.5 4.5 4 1-4 12 5 _ _ _ _ _ 1 '12 10 _ _ _ _ 14 12 10 - - - - - 25 9.5- - - - - - ,35 9.5 4.5 - - - - - 8 B 6 5 4 - _ _ HV BLADE OR n HV BLADE 14 12 - - - - - 14 12 - - - - - - 14 12 - - - - 9 4.5 - - - - - - 8 BS - - - - - - 0 9.5 4.5 J.5 3 - - 14 12 �- - - - - 14 12 - - - - - 14 $12 -- - - - 14 12 - - - - - - 14 12 - - - - - B 0 8 B B 45 WI �, HV WINDOW BLADE 13'-0� 14 10 - - - - - 14 7$ - - - - - - 14 - OS 8 - - - - 8 0 3 4 35 - - 12 - - - - - - 14 12 - - - - - - 14 IS 6 ,5 a.5 - - 8 B 554.514 ,2 - - - - - - ,4 ,2 - - - - - - ,4 _ _ _ = b. .3 = _ _ _ = fi - _ _ _ _ = a' 6 4 3 - _ _ _ WORKING IN UNISON 14•-0" 14 12 - - - - - 14 12 - - - - - - 14 - - - - 14 9 - - - - - - 14 12 - - - - - 8 8 8 8 7.5 4 14 .7 - - - - - 14 12 - - 14 - 10 4 - 10 7S - 8 7-514 5.5 - 12 - - - - 11 - - - - 0.5 4 - - _ - DS 8 - - - - - B B 5 4 14 _ _ _ _ _ - _ 14 _ _ _ _ _ _ - 14 - - - - 7.5 - _ _ - _ _ - 7.5 - _ - _ _ - - 75 55 JS 3 _ - _ - 15'-0' 14 _ _ _ _ _ - _ 14 _ _ _ _ _ _ _ 1q _ _ - _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 88 0 7 7 35 1q _ _ _ _ _ _ _ 14 _ _ _ _ - - _ 14 9 --6 8 7 4.S JS J 14 = - - 14 - - - 10 _ - - - - - 10 = - - - - - - B 7.5 5 4 14 _ _ _ _ _ _ _ 14 _ _ _ 7 - _ _ _ _ _ _ _ _ _ _ _ 7 5.5 3.5 _ _i6�-0�14 - _ _ _ _ _ - 1q - _ - _ _ _ _ 14 _ _ _ _ 1q - _ _ - _ _ _ iq _ _ _ _ _ _14 0 8 8 75 6 -3. - 0 85 4 J.5 - 14 - - - - - - - 14 - - - - - - - 1t - - - - - - - 9.5 - - - - - - - 9.5 - - - - - - - B 7 45 - - _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02D20 TILTECO.INC. ©2020 EASTERN.METAL SUPPLY, INC. BERTHA HVTM \,\cEN A. S.A., Accordion Shutter System No.441 ,'S �� ® sac' KV BLADE#1 W/OR W/O KV WIRM MADE /?,, 4 TILLIT TESTING do ENGINEERING COMPANY American Shutter S!- EY.N. DESCRIP110N DALE DRAWN Br:Systems - -- MY-a`• STATE 6359 H.W.36th.St..Ste.303.W ENS igNIA GARDENS.EUMDA 3316. Association, Inc. 1 OLD 17-107 /2/202 OATS 7/2/2020 Ph...:(305)871-1530.Fa•:(305)871-1531 4268 Westroads Drive 2 4-mpi tin... d.pom DRAWING No %fie'• F�ORI. ����.`� ca_000671s West Palm Beach, FL 33407 3 • � WALTER A.TILUT Jr P.E. -1 64"•••••• €�� 20 L FLORIDA Op.y 4416781ONA / / 3 SHEET 6 12 OF 20 MAXI M ANCHOFt* SPACING F Fog A GPIEN MAX. SHUM SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NECG►TNE PREMRE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK I ¢T UAMONS (SEE MouNmOs E.G.&H ON SHEETS 6 ai 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OpIdEIF/CONahTE BLOCK TOUTED _ (A) TO EXISTING POURED CONCRETE:(Mi..V.-J keT) MM (g)WALL SILL MOUNTING ©CEILING MOUNTING (g)FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Min.fc=3 k9l) SPAN - ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.rc 3 k9Q (11) A.S.D.DESIGN NEDONE PNISVI+E.MICA SD.DE90N.KMM PRMME.RkTM_ SA DFSIM RMUNE PRFSSIBE PA71NC -1/4'0 DWE TAP CONCRETE ANCHORS W/CAP AS MANUFACNf&D BY f1ARIDA FASTENERS DIRECT,INC.(Min.fc=2 ksi) ,30 40 60 75 1 9D'120 160 205 30 40 60 75'90 120 160 205 30 40 60 75 90 121 161 205 TAPCON OR - 1/4'0 TAPPIR+ANCHORS AS MANUFACTURED BY DFWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Win.fe=3 k8i 14. 12. 10 ,9 8 e 6 5.5 14 12 10 .9 'B 8 e 5 14 12 10 9 8 6 6 6 THREADFORM TECHNOLOGY ( ) 3'-0' 14 12 10 9 B B 6 '6 14 12 10 9 B 8 6 B 14 12 10 9 e B 6 6 ALL POINTS SOLID-SET NOTES: OR 14 12 10 9 e B 8 8 11 12 10 e 8 8 6 6 14 12 10 9 8 8 6 5 _ 14 12 10 9 8 8 6 7 14 12 10 9 B e 8. e_ 14 12 10 9 8 8 6 6 BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B L SS 1.5 14 12 10 9 8 B 6 5' 14 12 10 9 ,e B 6 5 TAPPER+ ANCHDRS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 B B e e 14 12 10 9 e 8 e 8 14 12 f0 8 8 8 6 SS 4'-0' 14 T2 f0 9 B B 6'-4 14 12 10 9 B B 6 45 14 12 10 9 S e 4 3S A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 B. 8 6 4.5 14 12 10 .B 8 8 6 5.6 14 12 10 9 8 B 6'45 1'MINIMUM FOR WALLS WITH-NO STUCCO. 14 12 1D 9 75 5.5 35 - 14 '12 f0 9 8 e e 5 14 12 10 9 8 7 KS 4 •6EE U AOON9 OF USE FOR .14 12 10 9 8 8 6 6 14 12 10 9 8 e 6 S.b 14 12 f0 9 e e e 45 91ADE�l off SHFEI'19 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS.OR ANY VENEER BE FOUND ON THE EXISDNG WALL OR FLOOR, 5'-0' 14 12 10 B 8 7 4 = 14 12 f0 9 B e5 S J.5 4 '12 10 8 65 5 3.5 .3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 101 9 1 8 73 45 14 12 10 2 8 8 B 4.5 14 12 10, 9 "8 a 4.5 3.75 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 9.5 7.516.5 4.5 - - 14 12- 10 9 B 7.5 5.5 4 14 12 10 9 B 6 1.5 JS INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14' 12 10 9 B B 6 - 14 12 10 B B B 8 5' 14 12 10' 9 B BS 14 12 10 8 73 5.5 J - 14 12 10 8.5•7 5.5 4 3 14 12 a 63 SS 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) l4 12 l0 9 8 .e - 14 '12. 10 9 B 8.5 5 A75 14 12 10 8.5 8 e 4 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 a 85 IS 3 - 14 12 AD 9 8 &5 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET'ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7._0' 14 12. 10 9 8' 8 - - 14 12 10 9' 8 7, b 4 14,12 10 0 75 S5 4" 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 BS 4 - 14 12 0 7S B 4.5 3.5 - 14 10.5 7 5S 4.5 33 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 74 12. f0 85 7 4 - - to 12 10 9 75 5.5 / - 14 12 9 7 7.5 4.5 - _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 55 45 - - - 14 12 10 9 75 55 4 - 14, 12 9 7 6 45 3. - NOTES: . 8.�. 14 12' 10 8 .8 BS - - 14 12 10 9 8 B 4 -` 14 12 f0 9 B.5 5 3S - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPQt+ANCHORS IS 1 1/4'AND TAPCON 14- 12�83 7 53 '3 - - 14 12 B 6S 35 4 S - 25 93 8 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 14 12 9417.51 e' - 14 12 9S B 6.5-5 - 14 12. B e 83 13 95 65 5 35 - - - 14 12110 8 5.5 5 - _14 12 B 6.5 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 14 12 10 9 75 {.5 - - 14 12 BS 7 55" 9'_0. 14 11S 7.5 6 4 - 14 11 7 55 5 3.5 - - 11 8 55 4.5 35 - EMBEDMENT INTO STUCCO SHALL S PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11 12 B 65 4S - - 1{ 12 8.5 7-55 4 - 14 10S 7 5.5 8 45 15&5 5S 4 - - - _14 12 9- '7 a 4.6 - = 14 '11- 7 SS a5 3.5 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSDNG WALL OR FLOOR. 10'-0' 14 12. f0 9'7.5 - - 14 12 1 0 9.65 5 - 14, 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 1 7 5 33 - - - 13 93 6.5 5 4 3- - -FICA 75 5 4 3 - - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 75 5.5 - 14 11.5 9 6 5 4 12.5 B.5 6 5. 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. OS e 5 - 14 12. a 8.5 5.5 4 - 13 10 6.5 5 4 3 11•_O. !4 12 10 - - - - - 14 12 '9 7 6 4.5 - - '14 105 7 55 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING.ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 95 5 - - - - 12 9 6 45 4 "3 - - 9 ,7 43 35 3 14 10 J- - 14 1D.5 7 65 45 - - 11.518.5 5.5 a5 3.75,- - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 - 14 11.5 75 6 5 - 129 6 4.5 4 12'-0' f4 12 - - - 14 12 8'BS 5.5 - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- 1.S83 - - 11 B SS 4:AS - - 8 6 1 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING J.5 9S 1J 9.5 6.5 5• 4 - 04 8 5 4' - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS6.5 14 10.5 7'55 4.5 - - 11.ELS 5S 45 35REDUCED SPACING OBTAINED USWG(ACTOR SHALL NOT BE LF55 THAN MINIMUM$PACING WDIGTFD FOR EACH ANCHOR TYPE73,-014 12 - - 14 11-5 73 B S - - 12 9 6 -4.S 4 FACTOR10 75 5 4 3 - - 75 55 4 J - - ACTUAL CON WITH ADVANCED TAP 175 BS - -- 12 9 6 45 4 - -. 9.5 7 5 4' - - - EDGE TAPCON EADFORM TECHNOLOGY �•POINT SOLID SET BLUE TAP W/CAPTAP PER+1J 95 83 5 - - OS 75 9 4 - - HV BLADE OR DICFANCE - 1HR MIN.SPACING 14'-0' 1412 - to 10.5 7 55 - - _ - 11.8S 5.5 4.5 - - - - E.D. MIN.SPACING=3 MIN.SPACING=3' MIN.SPACING-3 1/2' ►EN.SPACING-3' 3 3/4' - 4' 10 7.5 - - - - - - B 7 4.S 35 - - - - 7 5 3.6 J - - - - Cl) V BLADE POURED CONCRETE& POURED IxltcraTE taNDmE aaa,POURED CONCRETE& POURED'CONLPEEE&Pf2II�Hn+D�tE mNGaErE etDa 1.5.a - _ _ _ _ _ 11 8 5.5 4.5 - - Y 6.5 4S _ _ _ _ ,' ENDOW CON�CRL M LOCK MR1 F.D.=31/Y LOL E0..21/2'; CONCRETE 3 LOCK CONCRETEMN FA. LOCK kW FJ1.•3 1/Y MN EO-2 1/Y M1,2"_ B 1 - - - - -b 8.5 7 4.5 - - - - - 3' 1.0 0.9D 1.0 0.78 1.0 0.84 1.0 - - - - 10 6`S - - - - ass 5 - - - - - BLADE..WORKING _9 - - - 65 43 -I- -_ _ _ 1N UNISON♦ 2 1/2' 0.81 1.0 - 0.67 1.0 10a 5' d - - - 2' 0.71 - 0.517 - - - - 85 5S5 - - - - - 1 3/4' . p•43 _ i6'-0' 9.5 6 _ . - - - - - - B 41 1/2' 0.35 - - - - D,359S - 7 5 4 _ _ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ♦a111 11)111 �114A,,A'' 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM �QE SF'e.'9_ /777iLAccordion Shutter System No.44 B7 - E C ®_ N e. A �■ H.V. BLADE#1 W/OR W/O►V WINDOW EIADE TINT TESTING &,ENGINEERING COMPANY A�'IBrTCOl1 Shutter Systems REV. DESCRIPTION DATE DRAWN 8Y: MR STATE 6355 N.W.Win.sL,see.Jos.MRCWq GvroFl+s.11.rnBOA 3315 Association, Inc. --i. OLD 17-107 - /2/2O2 .DATE:_.. 7/2/2020 F °�., r Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2DRAWING No ��ACC "40RI P ��♦Q e-mcIOI:A Ult000x60191.com West Palm Beach, FL 33407 3 20-164 .s•'•'•••• ♦ WALTER A TILY7 I P.E. ;,S i0NHill IA R I I, 1,1��`EAL/SIGNATURE/DATE FLORIDA ue'g 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPADING (jn.I SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. AS D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INST I I ATION (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE ODNCRETE BLOCK ANCHORS SPACING LEGEND I WALK DYER k It TRENCH MA)D1111Y MOUHLN JQ R/UNGUARD MOUNTING QK WALL/FLOOfl MOUNTING i(g)WALL/WALK OVER MOUMING SPAN UL9CN WA K PFMIRE RANG DMGN t ATIVE PI3 OM ROM(p,t D:DL'7R1 NENK PRESURE RAILNG .DESBN.NL0M PRESSURE RATDIG TAPCON OR (R) - TAPCON WITH ADVANCED 30 40 60 175 190 1120116D 205 30 40 160 75 90 120 160 20.9 30 40 160 75 90 12D 160 205 30 40 160 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 t0 s 6 e 6 6 12 12 12 �12 12 15 BS 6.S 7 7 7 7 7 7 7 as s 5 5 5 5 s s s ALL POINTS SOLID-SET 3'-0' 14 12 70 B 0- 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 •7 7 7 5 6 5 5 5 5 5 5 R LESS 14 12 10 8 B 8 6 s 12 12 12 12 o-B 8 B as 7 7 7 7 7 7 7 B-5 s S S S 3 5 S 5 BLUE TAP 14 12 10 9 B 6 _6 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 IS 5 5 5 5 5 -6-9- TAPPER+ 14 12 10 9 8 8 8 6 12 12 12 12 11.5 I5 6.5 5 7 7 7 7 7 7 &S 4 9 5 5 5 5 5 5 4 4,-0• 14 12 10 9 8 6 8 _L 13 12 12 12 12 B5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 .14 12 10 -9 8 0 6 -6 12 12 12 9.58 6 4.5 3.5 7 7 7 7 7 -T a5 5 5 5 •9 _5 9 S 5 5 14 12 10 9 8 8 6 S 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 es 5 S 5 5 5 5 5 5 14 12 10 9 8 8 B 16 12 12 12 11 9 17 5 4 7 •7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3, 5-0" 14 12 10 9 B 5 6' 9 12 12 J2 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5• 9, 5 14 12 .110 9 8 H 6 8 12 12 9- 75 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 S 5 5 5 5 5 4 14 13 10 9 8 5 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 5- 5 5 4 * SEE ANCHOR 14 12 10 9 8 H 6 6 12 12 15 B 75 55 4 3 7 7 7 7. 7 45 3.5 - 5 5 5 5 6 45 3.5 - SPECIFICATIONS 6•-0• 14 12 10 e 8 0 8 6 12 12 12 10 5 6 45 3_5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 W.12 10 9 8 5 8 6 12 12 5 6 5 4 3 7 7 7 7 7 5S 4 5 5 5 5 5 5 4 3 14 12 10 8 0 8 8 8 12 1T l0 8 0.5 3 79 - 7 7 7 7 B 45 - 5 5 5 5 5 5 45 14 12 10 9 H 5 6 0 12 12 10 H a3 5 J5 - 7 7 7 es 55 4 S S 3 5 3 { 7 14 12 10 9 0 5 e 8 12 12 12 8.5 7 B 4 J 7 7 7 7 7 7 7 e 5 b 5 5 5 S 5 S 14 12 10 B H 8 8 6 12 t0 65 3 4.5 S 7 7 7 7 85 5 3 9 5 3 S 5 S SS 3 11 12 10 9 8 0 5 6 12 12 as 7 as 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VAUD ONLY FOR UP. TO +70, -75 u 112 to 1 B e 6 6 - 12 12 8.5 7 5.5 4 3 - 7 7- 7 s5 4.5 3 - - s 5 5 s 45 3.5 - - PSF AS.D DESIGN PRESSURE U 13 10 9 8 H 6 - 12 12 OS 7.5 6 4.5,3.5 7 '7 7 7 7 7 _7 4 5 5 5 5 S 5 S 5 is 12 t2 e y e e - 12 s 5 as 4 } - - 7 7 7 7 t4 - - - s s s s s 4 3 - RATING & FOR SPANS PER _ _ _ SCHEDULE 3, SHEET 11 14 12 10 9 5 8 6 - 12 11 75 e 5 75 7 7 .7 7.5 - 5 5 5 5 5 45 - 14 12 10 9 8 8 - - 12. 1.5 75 6 5 3.5 - 7 7 a5 5 5 5 5 b 4 3. 1412 10 9 5 e. - - 12 13 95 65 SS 4J - 7 77 7 6 3 S 5 5 5 5 5 514 12 10 9 a 8, - - O.S 8 6 4 3.5 - 7 7 7 8 - 5 5 S S 3 4 J 14 12 10 B H 5 - 12 10 65 5 43 - 7. 7 7.6.5 5. 5 5 5 5 4 14 12 10 9 H B - 72 Os 7 5.5 {5 3.5 - 7 7 35 4.5 3.5 - 5 5 5 45 3.5 - 10-0"14 12 10 9 8 8 - -12 11 85 5 8-3.5 - - 7 7 .7 7, 7 7 45 - 5 5 5 5 5 5, 5 4.5 14 72 10 9 0 6 - - 9.9 7 45 3.5 3 - - - 7 7, 7 55 4.5 - - - 5 5 3 14 12 10 B 8 .8 - - 12 1 8 6 5 4 - - - 7 7 7 6 S'1- L4-12 Lo- 9 B 5 - 12 9.5 6- 5 4 3 - - 7 7 3 4 3_ - 5, 5 5 4 35 - 11'-0"14 12 10 9 H 8 - - 12,10 7 55 45 35 - 7 7 7 7 7 7 35 - 5 5 5 5 5 9 5 4 14 12 10 9 e 8 - - 11 85 4 3.5 } _ _ _ 7 7. 7 5 4 _ _ _ 3 3' 5 5 4 3 - - (� HV BLADE ONLY 14 iT 10 9 5 e - - 11- B 3.9 4 - - - 7 7 7 5.9 4S - - - 5 5 S 5-4.5 - - 14 ,2 10 9 8 - - - 15 115 5.5 45 S5 - - 7 7-4,5 3.5 - - - - 5 5 4.5 3.5 J - - - 12,-0"14 72'10 e 8 - 12 BS 65 5 4 3 - _ 7 7 7 7 7. 6 3 - 5 5 5 5 S 5 4.5 35 14 12 10 9 6 - - - 8 6 4 3 - - - - 7 7 S5 4.5 35 - - - 5 5 5 4.5 4 3 - 14 12 10 e 8 - - - 10 75 3 4 - - - - 7 7. 6 5., - - - - 5 S 5 5- 4 - - 1/ 12 10 9' 0 - - - 0.5 8 5 4'IL5 - 7 e5 4.5 3-5 - 5 5 4.535 3 14.12 10 It 5 - - - 15 H5 0 4.5 3.53 7 7 7 7 7, 4.5 - - 5 5 3 5 5 5 4.5 3.5 - 1{ 12 10 9. 8 7 5.5 3.5 J 7 7 5 4 3 5 5 5 4 3 14 12 1D W 8 - - - 9 7 45 75 - - - - 7 7 3.9 4.5 - - _ - S 9 5 Z. 4 - - 14 12 10 8 - 10 75 3 4 3 - - 7 6 4 3 - - - 5 5 4 3 - - - - 14'-0'14 i2 10 9 _ - -- - .0.5 8 5.54 3.5 - - - 7 7 7 7. 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 = _ - 6.5 5 J _ 7 7 5 35 - _ 5 3 5 4 _ 14 12 10 9 - a 6 5 .5 4 7 7. S 4 5 5 5 4 14 12 10 - - - - 9 7 4.53-53 - - - 7 55 3.5 - - - - - 5 5 15'-0`14 12 70 - - - - - 10 75 S 4 3 - - - 7 7 7 7 7 3S - - 5 5 5 5 S S '4 3' 14 12 10+- 6 45 } '1 7 4,5 } 5 5 45 3s 14 12 10 - - - - 8 6 4K.3.53E - - - - - 7 7 5 5 6 b { - - - 14 12 10 - - - - - 8.3 a5 4 - - - 7 35 3.5 - - - - - S 5 J5 - -E 14 12 1 0 - - - - - 9,5 _7 4.5 - - 7 7 7 7 fi 3 - - 65 5 5 5.45 3.514 72 f0 - e {3 S 7 B.S 4 _ 5 5 { 3.5 -14 12 10 - - - - 75 55 75 - - - 7 7 4.5 - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `` k yl )Tl. 4µ4 02020 71LTEC0,INC. ©2020 EASTERN METAL SUPPLY,INC. ,,,,��•' ? / BERTHA HVTM P'��CEN F':`�9' S S Accordion Shutter System No.44167 �,O tnc. ■ ■ ■ ■ RV. elaDE�E7 w/OR w/o_ ►tV.�tNo(r�r aLaDE ` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems YREV.N. DESCRIPTION GATE OFLWN BY. MP fl' STATE' F 1355 N.W.3611,Sl.,Sh.305.VIRGINIA WDENS.FLORIDA 3316 As9oCTotIOn4 Inc. 7 oLo.r7-to7 /z/z DATE. 7/z zozo Z�'•. Ph-:(305)871-1530.Far:(305)871-1531 4268 Westroods Drive 2 DRAWING No OX:" "40RI ` _.p:t6t.. West Palm Beach, FL 33407 3 WING 64 '•\\ CA-0006719 ff WALTER A TILLIT J,I'M { ... AL N���\SEAL/SIGNATURE/DATE FLORIDA u. B 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATNE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MO ENG TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !EEE; LJ EEB !S3 T F;;�AT E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N No. SPRUCE PINE SPRUCE PINE / 1/2" MIN. COX 2 W/�MIN.7RG l0.5, FIR NORTH FIR SOUTH DODGEMS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=D.36 PLYWOOD MIN,GLAS 50 W/ MIN. G-0.43 W MIN. G=0.36 MAIMVY SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&V S&V S&V Lsa 007N N1am/R19R MEW nzMwXKREwwCW'MMMMK0 Mix M wa em MM ffin(4 LSDan MN SMA WE Lsa MBAMEMIE WC &A®MIME RMR WXW 4a 1190i If=RFSMS RO1C bd)LSa M MLMM 5MR GANG W M MM=E RMA RwW 30 40 60 75 90 105 30 40' 60 75 190 1105.30 40 1 60 75 90 105 30 40160 75 90 105 30 40 6075 90 05 30 40 GO 75 90 OS 30 40 6075 90 05 30 40 60 75 90 05.30 40 6075 90 05 30 40 60 75 90 05 '-9.OR LESS 12 10 10 9 8 8 6 6_ 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 8 12 10 1019 8 8 6 6 B 6 6 6 8- 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 66 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5_5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 7 6 5 6 6 6 5 6 5 4 4 4 3 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0. 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 fi 5 4.5 6 5 4 4 .5 - 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 S 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 11 9.5 8.5 12 12 10 8 6.5 5.5 10'-0- 12 10 7S 4 6 6 5 4 3 - 12 10 6 3 - 6 6 4 S 3 - 12 10 3 - 6 6 4 .5 3 - 5 5 - - 12 12 12 12 1.59.512 12 12 10 8.57.5 12 12 9 7 8 5 I V-D' 12 10 SS- - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - 6 5.5 4 - 6 5 - 12 12 12 12.10 8.5 12 12 12 5.5 8 7 12 12 8 5.5 5.5 4.5 12'-0• 12 10 4S - J- 6 6 4,- - - 12 10 3,5-' - - 6 5 3.5- - - 12 10 - - 6 5,3.5- - - 6 5 12 12 12 1.5 9.5 8 12 S2 11 8S 7 6 12 1.575 fi' S 4 13'-0' 12 10 - - - 6 - - - 12 10 - - 6 4.5 - - 12 .5 - - 6 4.5 - 6 4S - - 12 12 12 10, 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5.4.5 414'-0' 12 10 - SS - - 12 7 ".5 4.5 - - - -12 7 - - .5 4S - - - - 6 3 -- - -12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9S 6.5 515'-0� 12 - - - - - - - - 12 - - - - - 5 - _ - 12 - - - - 5 - - - fi - - - - - 12 12 11 9 7.5 5 72 12 8S 7 6 4 12 9 816'-0" 12 - - - - - - - - - 12 - - - - - 5 - - - - 1. - - 5 - - 6 - - 12 12 10. BS 6.5 4 12 12 8 ffS 5 3 1.5 .5 5.5 n HV BLADE OR In HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* Mon or 115E FOR BADE©ON S1nT 10 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WALL FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS` 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PNE No.2 W/G-0.55(N.DS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BURDDC W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS) EC EACH SNON ON SHEETS 16&17. -SPRUCE NNE FIR NORTH W/G-0.43(N.DS) EXcEPnom SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(NAS) 2 ANCHORS TO HOLLOW WLNC SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -ION.1/P'COX PLYWOOD(1986 APA) LAG SCREWS AS PER Nos 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORS BURRING CODE(Non High 'Velocity Hurricane Zone \\\1\111111111 11//// C2020 TIMM.INC. @2020 EASTERN METAL SUPPLY, INC. `. .... .. J9�,,,' BERTHA HVTM 3P: �EN ��S S./�. Accordion Shutter System /7=iMEq O tNC. KV. MADE#1 W/OR W/O KV.WINDOW BLADE 44167 = TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P C - 6335 N.W.36M.St,Ste.305.VIRGINIA GARDENS.FLORMA 331SE A'330CIGHOn. Inc. 1 OLD 17-107 /2/2 DATE: 7/2/2020 o. STATE.rj Phono:(305)871-1530.F0.:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��� FLOR P:♦ / --IL WL-ne.- West Palm Beach, FL 33407 3 o' 20-164 �gAAA''gs`S� t�1��EAL/SIGNATURE/DATE 1YTER A U. 6 Jr.P.E. 4 ON \\ FLORIDAFIOR u� @ 44167 6 SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV♦ BLADES AS APPLICABLE SHUTTER SPAN L+ 0 L— FOR INSTALLATIONS INTO WOOD c H H BLADE Y S ALL WALL FINISHBE LIMITED T0- 105.0 psf. A.S.D. DESIGN- PRESSURE RATING SEE SHEET 19 FOR MAX. SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN JJJ PRESSURE RATING FOR INSTALLATION WITH BLADE 1- & A WORKING IN UNISON - �TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ,� 1/4.0 TAPCON OR W/1 1/2•Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY • OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA To EXISTING EXISTING WOOD HEADER. 1 MN.SEPARATION I 1 1 WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I OR TO GLASS( (SEE SCHEDULE ON SHEET 15) .0-20x3/4'S.S.MACHINE 1 SCHEDULE ON 1/4 SRW O 2 ®o \ / N Il/OR $ SCREWS W/1/4'-20 NUTS G—11 FOR BLADE OAND I x 1 1"Min. ® 12'O.C. EXISTING 1 0N SHEET 19 Al FUR ; �' ,1 . t11YyYritritl)IttSTi �, EQ �EA GLASS—JJ - V II " N� l•� I I •Q ori'1 r 1 WALL. L\ I IqY( m WALL I I� I � /+'I 5• g �EXISIING MIN. /I- 1 FlNISH \GR 2'x4"WOOD ♦WOOD ♦ - EXISTING MIN. ) ) HEADER REQUIRED ) OR® 1 —2'x4'WOOD """"'LLL111 \� 1/4-0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 MN,SEPARATION 1 11 9 HEADER REQUIRED I 1 T READFCRM TECHNOLOGY W/11/ GLASS-1 TO GLASS(SEE I 1 1 O Min.PENETRATION OF THREADED AREA TO 1---SCHBXU ON SHEET EXISTING 4 MIN,SEPARATION TO GLASS - EXISTING WOOD HEADER. 11 FOR BLADE OANb I� (SEE SCHEDULE ON SHEET II)— _ (SEE SCHEDULE ON SHEET 15) 19 FOR L 1 FADES�&® GIA� 2 2'x4'CONT.SILL _4 PLATE REO'D. ( HV WALL HEADER INSTALLATION (0)HV WALL SILL INSTALLATION ( HV WALL HEADER INSTALLATION MIN.SEPARATION TO GLASS _ n EXISTING 1 MIN.SEPARATION TO GLASS I I I I ) (SEE SCHEDULE ON SHEET 11)— --v GLA55—� EXISTING "(SEE SCHEDULE ON SHEET 11) ,I O x MN,SEPARATION TO GLASS I I I EXISTING WOOD PLATE (SEE SCHEDULE ON SHEET 11) GVSS—� RED'D. �11+ x 1 . 1/4'0-20x3/4'S.S. v 1 MACHINE SCREWS I('�� 1/4'0-2ox3/4'S.S. USING 1 4'-20 NUTS .� <...,..,: 1 1,; ,i �I ;MACHINE SCREWS W/ l II 1 / WALL 1/4'-20 NUTS 012' _ ®12'O.C. �J FlNISH I I ��--O.C. I I I F7.R lI ��7 OR OR 2'x4':CONT- ® WOOD PLATE EO=C 1 t 1 REO'D.. -EQ 1 'Min. .,. -1'Min. 1 TAPCON OR TAPCON WITH ADVANCED 11 THREADFORM TECHNOLOGY W/ 1 1/2' 2'x4'CONT Min.PENETRATION OF THREADED AREA TO " 1/4.0 TAPCON OR TAPCON WITH ADVANCED `•V�� EXISTING 1V000 HEADER SILL PLATE yL THREADFDRM TECHNOLOGY W/1/2• �'1 1/4"0 TAPCON OR TAPCON WITH ADVANCED 115EE SHEET 4 FOR TYPICAL REO.O. 1 (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' 1/2•MIN.CD7� STUDS 0 16 O.C.MAX. PLYWOOD REQ�D. W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE �1/2•MIN.COX PLYWOOD REQ'D. STUDS PLYWOOD TO BE WALL FlNIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO EXISTING MIA.27x4'STUDS 0 16'O.C. MAX-REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUITaNY INSTAL IT WALL SILL-INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - WITH SECTION 2308 OF THE F.B.C. SECTION,2308 OF THE ©HV WALL.SILL_INSTALLATION ♦SEE uM DONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BADE to ON SHEET IB FLONDA BUILDING CODE(Non High Velocity Hurricane Zone ``�aLulll)111)I,U /� '' 02020 T1LTEC0,INC. 02020 EASTERN METAL SUPPLY, INC. °•P��`�•1t�1......�.. Tom'•, BERTHA HVTM Q S ��+ A Accordion Shutter System ' No.441 L E C ® �H c. ■ ■ ■ ■. H.V. BLADE#1 W/OR W/0 H.V.N7NDOW MADE •�' •k _ �}.,,, TILUT TESTING & ENGINEERING COMPANY American Shutter Systems -Er..H DESCRIPTION DATE DRAWN BY: MP -o'• STATE 0 �I MW N.W.3Bm.St,SW.3D%WRMIA C RM5:FLORIDA 3316 Association, Inc. 1_, OLD 17,107_ - /2/202 E D3 7/2/2020 Phene:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 '%�0�•. FLpp10 '�a`G'` e-mail:Nteco0a 1 am West Palm Beach, FL 33407 3 DRAWING No ',. CPS••....... •'cp�.l.� CA-0006-719 20-164 WALTER A TIWr Jr.P.E. 4 °aq'Si0NIAi 1 p```SEAL/SIGNATURE/DATE FL�OA Lie,B 44167 s SHEET — 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEWDE n ONLY SHALL BE LIMITED T 05.0 sf. T.S D. DESIGN PRESSURE RATING,G SEE SHEET 9 F OR MAX WALL FINISH _SPAN & DESIGN LOAD. FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4'0 TAPCON OR EO EO 2'MIN. TAPCON WITH ADVANCED 4'z8'(Min.)EXISTING )' THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. _ -— EDGE(IF APPLICABLE) W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY .. OF THREADED AREA TO 1/4-0-20x3/4-S.S. OF EXISTING WOOD BEAM EXISTING WOOD HEADER. I. PHIWPS TRUSS HEAD TO BE CERTIFIED BY 9 9 (SEE SCHEDULE ON SHEET 15) MI^• MACHINE SCREWS G �` REGISTERED ENGINEER OR ,+ EXISTING W000 I W/1/4'-20 NUTS ARCHITECT PRIOR TO EQ EO +r—! TRUSSES OR r I 19 EO-F-EQ ®12.O.C. SHUTTER INSTALLATION. / e 1/2'-- --�'•'LT1/2' RAFTER m 24' F. II ,., '' O.C.REQUIRED 1 OR 15 1/4%TAPCON OR S l TAPCON WITH ADVANCED EXISTING SOFFIT •' 257' THREADFORM TECHNOLOGY ' 3/4'Max.7HK. nl �{~\ I I rMax. 1V/ 1 1/2"Min.PENETRA770N r' Q�1 `OPTIONAL !( E10mN EADE HEAREADER. / 'EQ+E/I/ 5 a 5/4• EO 4 EQ (606}T6•ALLOY) N.TUBE (SEE SCHEDULE ON SHEET 15) A O Or Q Or 1$O 6'O.C. Or 13 Or 1© (EACH 16RAFTER OR TRUSS. L T0 L IL f^L LJ-j LOCATE LAG SCREWS AT 8 fODN 2'xb' ) I I I MIDWIDTH OF EXISTING WOOD EXISTING--II HEADER REQ'D I ) I MEMBER,(2'Min.NOMINAL OPEN HOLE AT EACH GLASS JI MIN.SEPARATION TO GLASS I WIDTH)W/2'Min. EXISTING STUD TO ACCEPT AREA VALID FOR (SEE SCHEDULE ON SHEET 11) EXIST)GLAI 5/SrU LAG SCREW PENETRATION OF THREADED I I AT CENTER OF TUBE. INSTALLATIONS WITH 72pd tM 9P RARAIRd I MAX.A.S.D.OESIGN LOAD AND ®HV WALL HEADER INSTALLATION I -AASS ISTE I ExmNc I '�"SFSNAOtT B-o•NAx SPAN.THIS �IAE IN 9EET GLASS— ro ak55(SEE INSTALLATION IS ONLY VP11D 'I I T R HALE(DA1p ♦ I SCiED14E ON 91TET I ON S W to rat N 10OR ® '1.11 FD aWEmuo FOR WOOD W/MIN.SPECIFIC aw�tDe FOR GRAVITY OF 0.50 AS DOUGLAS i oSSEE SKEET 4 FOR TYPICAL SHURE1 ASSEMBLY 011am@ QJjt - ♦ OR EQUAL SOUTHERN PINE No.2. 2-MOUNTING OSUITSECTIONS rw BE LATIM.COMBINED OT HV CEILING INSTALLATION U HV CEILING INSTALLAT®N OR EQUAL w ANY WAY ro surt ANY aesTauATION. ( I m�Al�l � 1 OR ®♦ uwLUNSEPARATION TO GLASS N9EEr I(SEE SCHEDULE ON SHEET 1/) t EXISTING as� TO��LA� 1 1 E%ImNG GLASS LuaSm�p I(SEE SCHEDULE I I V Gl/+55---i I I ON SHEET 11) ( I I I • 9 _-i ANcM. WALL '' I LOCATION \ I EXI1 3/5 Nw. S /4•'HEI 3 I Ma I - I 2'x6'MIN.WOO D7 -WASHER TEK DECK REQUIRED 2'x6'WIN.WOOD-J- G SCREWS 0 12'o.c (NO FINISH DECK REO-1-0 (NO - ALLOWED) FINISH ALLOWED) _ EDGE _ .�TLllllllil 19 EDGE OF DECK 2" -�— OF EDGE OF DECK EO EO- IF APPLICABLE —_ Ef E:>T .,�� DECK IF '\ - IF APPLICABLE 1 1/4.0-204/4'S.S. APPLICABLE �'-- I 1/4.0 TAPCON OR 1' PMIWPS TRUSS HEAD TAPCON WITH ADVANCED M'^ MACHINE SCREWS 2Jl ' / 2'14'CONT, THREADFORM TECHNOLOGY 1/4'0 TAPCON OR TAPCON WITH ADVANCED J STILL ON PATE W/ 1/4'-20 NUTS THREADFORM.TECHNOLOGY W/1 1/2"Nin. I 2'MIN. W/ 1 1/2"Min.PENETRATION 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM REO'D. OF THREADED AREA TO ® 12.O.C. TECHNOLOGY W/1 1/2"Min.PENETRATION OF THREADED 2'MIN. AREA TO EXISTING XI TI THREADED ) EXISTING WOOD HEADER. AREA TO EX:STWG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA UL ION SHE WOOD HEADER(SEE ' I (SEE SCHEDULE ON SHEET 15) - - SCHEDULE ON SHEET 15) ♦sEE ELIRAnONsS Dr USE FOR UX HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION BLADE OuN SHEET as O HV FLOOR INSTALLATION II f11 02020 TILTECO.INC. FLORIDA BUILDING CODE @2002 on Hi�VeRN METAL SUPPLY. INC. Zone' "A .' 1 BERTHA HV TM V\GENS . A,S,S,A, Accordion Shutter System No.441 7 H.V. BLADE#1 W/OR W/o RV.WINDOW SAX *: * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y CV.N DESCRIPTION GATE DRAWN 6T: MP -o'•' STATE 0 6353 N.W.36M St"Ste.305.MRONIA GARDENS.FlAWM 33t6 Association, Inc. I OLD 17-107 /2/2o2 DATE 7/2/2020 '9•, 47' _ Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 %q0e' FCOR�O,``:��`C e-male-0e�coQ1el.com West Palm Beach, FL 33407 s DRAWING Noc 114111 Fis• """" `C2�,7 WALTER A TILLIT S,P.E. 4 20-1 V4 ''hp,S BONA; SEAL/SIGNATURE/DATE FLORIDA U.g 441c' S SHEET 6 17 OF 20 END INSTALLATIONS n HV BLADE OR Qf- 4 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•R{'Y01.D. 2O{'NOL WOOD 2i4•UN. / •/ 70D5 WOODucsmm_•; V{•{vrOw q WOOD STUDS. } / /:y; -_WOOD SNOS, 6'OG \ ! (AS APPU%SLL7 / STUDS OR w/wk ( \ / >•:.j f-L TO FW6N� \/ 1/W'PENETRATION DDSi1N0 DItiSS r .'�I' PP"W IF NO FAaIINC GLASS •I / \ SNO9 E%6T. Iy �[ASTIND 4AS3 ( / \\ EXISaN'Of/55 'Y /EITi+LO\I/ \ 1/2 TLY.CDR - 10A SOWARAOM PL UN.SA\RTIQI lo+. oRallnT *H...�+•,ziK _ .�.-1/2'YIN.CDR .yC...:e - r '90mFDIAE ON�QEf TAD 05( 1n•WN.GO' -_. 50'RiDDUIE$ON m Otis(s¢ PLYNOW. T+L171'OOD. SOE41E ON 9[IT - 1/1603'Y Y.'••� pHl 1 fLw aRE mR'ID ,:'. SSEAIE ON 9ELT IlY. 11/TR 6 0)NO 11 RR a/OE�A`Q (60e]-T6)CQR. RNf6N '-,/Y YIN.CDR U1 9SES 19 WR am 9QT 19 M SMFET 19 FOR 9106®l9 I ALLD&cI.DSER 12• PLYNOOD. OADC5 W. aAtamm Ql EVOEsmm\fg ® PLATE.(IDGTE I 1 2'10N. AT OT"( YW 1 OF j,) YSL 1'OR 2'YNC - JJ��..__ -1,0,1 2•S.N.S ll• �/ _- (a N'M141dDd11/e10'-3' Ei 916�c llmf/2'sY.s -- \\`lam ole Dt --i 4 nJ No+V2•ws.ro.a 5 lC4\J'� 1 OR®• - SEE DEue z I DR�� + 1 OR SIDE CONNCGFON OR®• TD TRACKS ce°ioNHccnDDR I,,, 1 �E -VVJ'®- TOTRCKS •�-a'a-�'®- TO TRACKS 0 o•o ©-©•o®- ®®-©•®-©®- (D-9 ®-s� c®-a®-�a o -®•�-®•® END CONNECTION DETAIL 8 END CONNECTION DETAIL Q END CONNECTION DETAIL 09 END CONNECTION DETAIL REDIlGED ONLY t>a SPANS cRTA11]i THAN Ire• aDSTDm �C"ss 2'a4'-L WOOD 4•o TAiI•ON""ORS 1/4'P TAPCON�NCHO /+0 1/2'Sma Sn,p$RDO'0 W/t 1/W ION, p/1 1/r ICIL we O.C. ,Oa$FPINtMN Ens'a+c GiA55 POVEfIu1Aw o fY o.c. PENETRORH o,Y D� m a�(� [;S EE IJMITATIONS OF USE FOR L--�- -- --- \1/Y NPa so�uE w s9>:T 4 v .LADE 1A O SHEET 19 Ytt SgNWpy \\ \\\ \V // /'y 11 TTR a1RIE mAeO ON sEF7 19 EW Do nEEa�s¢Teuos0).® AGE(DAND OFOR \n ,p 6 oR 8 1 Oa I R�A• `S^.5 \\\ OO OR�• I4-- 1 4 -- C OR�OR(DOR \ / -O-©•O-©-�'®- @OR®OR(90R@ VIEW Y ,J(j: (3-Q'Q-Qe�jO•®a MWNL Rt8S1 2:{'Y91,waw� WOLL._f ,5y��� fII PLAN'tY'•®-®•,a'©•®- SRAS REO'D. eSl 'V`�•®-®•®-©•®- DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ///'' 02020 EASTERN METAL SUPPLY,INC. `` •D•• /� 02020 TILTECO.INC. EERTHA HVTM No. 'r` T7iLFEC® I>a�. A■S■S.A■ Accordion Shutter System H v. ar1DEt w/aR w/o Itv Wlr�oa MADE ' American $hutt6r Systems REV.N. DESCRIPTION DATE DRAWN BY; UP '-C STATE�F ////JJJ AT TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/20 DATE: 7/2/2020 Z •. �1�L0�.7� 8359 N.W.36N.SL.Sle.309,WtGINIA GAROkH5. FLORIDA �F•. F[ORIDQ. ;G(/"�� ` Phone; FT 33161 ='1531 4268 estraads 19�ve(305)871-1530.F (305)871 DRAWING NO ii �C'• c r���Z D-mat:011ewOoOi.cam West Palm Beach, FL 33407 3 0 2C�-1 64 /'' ,s ''••^•1�•1••,` vt\ WAVER A.7RllT19r.P.E FLOWA ue.If 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 tfiy�• s, ®� . � ro•I !I�RATIONS AuD CONDRIONg OF USE FOR BERTHA fORIONG IN UNISON WITH HV WINDOW SLADE A G C�71 1.MAX.A.S.D.DESIGN PRESSURE RATING:+I70,-110 P.A. l 2.MAX SHUTTER SPAN:96' 1 3.ALLOWED MDUNTINGS:A,D.G&H ON SHEETS 6,71 AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16&17. NLY WITH Ol7DUT, CEM SYN�EfWCALB�UST BE INCLUDED ONLY AT E7REG AACCE55 SIDE OF LNG OR OVIPA/ OW®A N GFNIER� END I I • • • x ("'( 5.(l1)FN WNDOW BUDS 1 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.Ek ' (3'0 HOLES)FOR®PER SLIDE AT SPACINGS SHOWN ON SHEET 4. �A (B)MIN.CLEARANCE FM TOP OR BOTTOM EDGE OF HV WINDOW BLADE iQ MAX 5 WINDOWS I I • I OF ANY 3Y HOLE FOR 44 SHALE BE 1Y. ALLOWED'N HV® N - WINDOW BLADE - \ (C)FIRST OR l) f BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV 'WINDOW BLADE 1V/1 I I I I • w I : (D)HV YRNDOW BLADE 0 MUST BE USED ALTERIUTE TO A SOLID HV BLADE 1Q THRoucHour sHUTTE Ys w orH. b y . . I • • - �� ++TEs snuL ALWAYS BE INSTALLED ADJACENT To a SOLID HV (BItDE l AT ERF¢R SIDE OF THEM. / ,,.' ,' ;" (F)POLYCAFiBOKATE HV WINDOW®SHALL BE INSTALLED SO T4 TABS FACE SEE END [ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW(4�MU5T BE CONNECTION I .I • I, I I[ $ � (.•) I,") ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSk DETAILS ON SHEETS EI C( I1 INC. FULL is TYP b� &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z. Gl P d B IL NGS ON SHEET 15•'AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES z w7` Jg^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED )d CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UNTIED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) - --. TYP TOP&BOTTOM � WIND ZONE MINIMUM SEPARATION TO GLASS 35 W 17)�®m'a:Jl�J/ D H - NUMM WID - - 1 THRU 3 1' &M SEPARATION TO GLASS DUSTING cLA ELEVATION ---------- sEE sa�F ON SEEr 11 FOR BLADE( 4 628'.- - —` AND ONTI059=FM BAOES CD A 1 \ -- 5 TYP. ® TYP. Sr" FECAL CENIERMATES z1 ® I'/. (SEE NOTE 4 ABOVE) PAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE. QA. SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' AS'rYA1 1 f )JY//AAA�i 02020 TILTECO•INC. 82020 EASTERN META!SUPPLY,INC. _ T���E CiT BERTHA HVTM • '�10EN A■S■ ■S A Accordion Shutter System No.441 ■ KV. B(ADE#t W/OR W/o KV.WINDOW BIA X American Shutter Systems REVP N DESCRIPTION DATE DRAWN BY: MA =�� TILLIT TESTING & ENGINEERING COMPANY,,,, 268 Westionl Inc. 1 -OLD n-1o7 /z/2oz DATE 7/z/zoza 6JS6 N.W.36th 6L.Ste M.YIRGW4 GARDENS,FLORIDA 3l16 %�D'•, F 4268 Westroads Drive 2 DRAWING No phone:(105)871-:Uft .Fax:(395)871-1531 e-moR:61lcce0ooLcom West Palm Beach, FL 33407 3 ''4��tC�+'•�OR�� a•-Ga06719 20-164 S O •• (jL--L� WALTER A TILLIT Jr.P.E 4 nniul P���`SEAL/SIGNATURE/DATE, FLORIDAu`"p f4167 6 SH19 OF 20 '16-x I 1/2-x CLOW THICK Min INSTALLATIONS W/ J) HV BLADE & HV CENTERMATES 2.000'Max. ASIM A-65.3 GRADE 40 Min:C_60 aALV.STEEL UV METAL STUDS AT 16'D.C. w 436 INTO METAL STUD WALLS Ci a 1/2" .475* VA"o NOMINAL Se * GENERAL UMIM NS AND CONDMONS OF US ALUMINUM SLEEVE ( 3/4'x 8 1/4.0.035 THICK Mi.. �43q a 12 FQfR..BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY I ' La TRACK ASM A WET.=2L 0 6'O.C. O.C.CON'.GALV I SYSTEM INSTALLATION TO METAL STUD WALLS .9 W/(2)16.1/2'TEX SCREWS ON SONG FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) -653 E GALVANIZED FASTENED TO STUDS tt NTEROR&EXTERIOR FACE C/AS APPLICABLE 2, MAX. SHUTTER SPAN: W SCHEDULE WIND ZONE MINIMUM MIN.SEPARA71ON AsTM E-1996 SEPARATION43c LENGTH+ 1' EXISTING GLASS— TO GLASS 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS --IF (SEE SCHEDULE) 43 4. ONLYaENTERMATE(�251 W/(24 HV LOCK ARE ALLOWED 1 THRU 3 11, "3 1/4"0— QX3" BOLT 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE 43c 1' USE OF (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3 1/4'x 6 1/4"x 0.035'THICK Wm I EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 1 373" T.GALV.STEEL TRACK CHANNEL. xil APPLICABLE p 1_2!' F �J,.050- r2STM A-653 GRADE 40 Min.G-60 CENTERMATE. GALVANIZED FASTENED TO STUDS W W/ /(2)#6.1/2'TEK SCREWS ON 43c I INTE NTERIOR&EXTERIOR FACE C. L 6-D.C. 1/4"0-20 THREADS 0 BLADE SLACK DETAIL HVF IS ALSO 1 �4"O ELCO CONSTRUCTION . :: - VALID FOR 1/2' CENTERmATE APPLICATION WITH BLADE --------- 12 PRODUCTS FAR-1-01K HD 3b 6'x I 1/2-x 0.035-TRI:K :�-�VARI Min.ASIM A-653 GRADE 40 0 6' O.C. C_60 GALV.STEEL Min. COMPONENTS METAL STUDS A 16'D.C. @ WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8'- 1" ON (Typ.Top&BOTTOM) A VA _.n--- 3/4'x 6 1/4'xTHICK Min. 7EXISTING CLASS ----- ---- NT.GAILV.STEEL TRACK CHANNEL SYMMETRYCAL W 2 6.1 2 TEX SCREWS ON 43a 43b 43c I TICK ARIE5;-,Z:l I 0 LASS INTERIOR&EXTERIOR FACE T G C LE) CENTERMATES W/ :;3 ,'CENTERMATES HEDU M...S ;'.EXTERIOR ACCESS SIDE, I INTERIOR ACM,`; T, —---—------- _6'(M.) ----i r AW(6-—Min-.) EKI 1 4 2 Ak_ ---------- 2 1 21 t 21 1 2)42 LOCATED AT tF1 21 4 2) (6-Mi ----- -110 HV HEADER/S§ENDS VIEW Y IV., 1/4-(Typ-) SIDE CONNECTION TO TRACK (Cont.) 24 L Hyp BLADE SLACK DETAIL HVF ffC FLORMA BUILDING CODE(Non High Velocity Hurricane ZoneItl Ili 92020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTm 11LIEC o Accordion Shutter System ,�7, A.S.&A. No.44 6 H.V. MADE#1 W/OR W/O N.V.WINDOW RADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.140 DESCRIPTION DATE DRAWN 13Y. NLP STATE F 6355 N.W.360L St.Ste-305.VOMM GAIMM,FLORIDA 33166 Ansociation, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 1530.Fax:(305)871-1531 2 4268 Westroods Drive Ph- (305)871 Re-maDrAt8010e0co47aDoLmm West Palm Beach, FL 33407 3 —DRAWING No WALTER A.TIUJr Jr.P.F 4 20-164 WFLORIDA 11C. SEAL/SIGNATURE/DATE j 44167 5 SHEET 6 20 OF 20