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HomeMy WebLinkAboutProduct Approval (2) c � ,n- 80S narcs Hame Lcg Irt Usas Rzgistranial tint lop-'s subqit a:atia stgs a ruts :bfcazlors Fac S4, ECUS S< +tap !lois Ss:trtn Product Approval USER.P.M(:Use, N gad:rn aop:ovat Menu? Product or An0f9cxt:an 4a-c11?Anntication Cis(?APPUtotion Octal% - FL FL389-R9 Application Type Revision Cade Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Ass6cietion,Inc. Address/PhohetEmail 42615 Westroads Drive West Palm Beach,FL_33407 (562)209-8263 bfeeley@easterntltetal.com Authorized Signature Bill Feeley trod rig uez-Oeasternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ercall Category Shutters 'Subcategory •Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed :Florida Professional Engineer Evaluation Report-Hardcopy Received Florida'Engineer or Architect Name who developed Walter A.,TitPit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/311,2018 Validated By John Henry Kampmann Jr. Validation checklist-Hardcopy Received Certificate of Independence FL369 R9 01 AMERICAN SHUTTER SYSTEM ASSQC_INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE Pr F FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC. D_RALli1N 17 106 CERTIFICATION OF INDEPENDENCF ill PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17.108 CERTIFICATg OF INDEPENDEN E PDF Referenced Standard and Year(of 5tandaro) §tandard Year ASTM E-1886 2005 ASTM E-1996 -2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Ia�tiotiS frc?rk?Iles(:x"18 Product A'Rproval Method methoe- 1 Option D i i i Date Submitted GBfiSf2017 nate Validated IOIISI2017 Date Pending FSC Approval 10/1912017 Date Approved 32/12;2017 Summary of Products FL#• f4odel,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bot oni)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL35.9 89 iI AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ;Yes 17.108 BERTHA HV ACCORDION SHUTTER SYSTEM,PDF Impact Resistant:Yes Verified By:American Test Lab of south Florida Inc. Design Pressure:NIA 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'-O"for 35 psf negative ASD load FF 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,T-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT PDF for HV3 blade w/o window blade and W-11°for 62 psf,9'-11" Created by Independent third Party:Yes for 55 psf HV3 blade whdridow 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 4-72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 339,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of use Installation Instructions Approved for use in HVHZ:No ly38�3.R0_ti AMERICAN SHitj�ft SYS7 M A 5 Approved for use outside HVHZ:Yes INC DRAWINt;17- _07 BERTHA tjV ACr`Wk ION 5l1UTTER Impact Resistant:Yes 5_ySTEM,P„D 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 Evaluation Reports lacking rod configuration for the HVi blade,8'-0”for+64, - FLL389 R9 AE AMERICAN�SHUTTER SYSTEMi ASSOL_ 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC, DRAWING I7-107,PRODUCT OF EVALUATION 7'-0"p.&.f,for metals Stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HVIA working in unison.See sheets 7, 11 and 20 Created by independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3Bertha HV Accordion Shutter- Extruded aluininum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1389 R9 IT AXjEgICAN SH tTTFR"RYSTEMS ASSSM IN Approved for use outside HVHZ:Yes DRAW INfa 17 ]06 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. ib'-0"span at 30 p.s.f ASG load treated by independent Third Party:Yes for Blade I and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12.25 and 28 respectively F[389 Ra AE AM RICAN SHUTTER SYSTEMS ASSOC INC, DRAWING 27-106 PRODUCT 1 N REPORT ROF Created by tndependent T bird Party:Yes .. ennt:,ct lt> 26t1P4 ,: �n Taxe,*.aesiv F+.22 zo afle-c i;&xLt-•tAx_i8: .the Baia Gr FtC•N$a i4 as AAjEEG 4Ritp,ZTj2Y."�'ty h;i^-��2i-"�R[3 t`t-:�C Ct Etae�tJ.::LYxvZft•$t:4taeR:1�::A«CY.Shdl.S:�tpm4aF_:r.Phenti�.ti�•*..vif 'fi:ti£i.r['[atliES[Stu,emd�aQYu-'e5�^3:iti'.[fiY'J`�:iCC.:tI}_-jF<•.71:.1.^.fw`.'+:31i VCui'C•TA'1 u`.w3fCS'�[Q2srv15v'�M t'CSjUisSi tC+d C�:L.`tew•:CC:r'dS Lhi:iC4Lt.SJ CCt AVY[.•�CtM1'!'-lh . - na=[to this+a:•tit f-1¢s-,rsM,ca:ria tae o[9ce 41 ctn C±b7 vad:mral ir42-tf yroa ha'^'.a.^.y[.xesc.'x L':.-.zsa e�.•Ytact 350.s5`.:3'?5.^F,arsua.;:a Srnaw:55.27§ 1,'•,FFai;6a$:ail:ies,e:•.ect1'.e 4cctMer i,2v 12.hieilsei's[Se^..se.;and2o thc.r*.ar X55,^.5.�.ts.s; aar'`...e:*:s OL`s dr.r::eni a:..a.ei;-.:1:a�.:rC3s k't:�,r:auc ane.TX e?Ya;lS Ptae-.:aa may tu,'sel to: a-.4`!453fiS aE`a�.:i�'C.TY�ce,[f vel:t cut.ret5n ca suv^:7 a ivy^.a:Z:Lc'x�9. [tzar VG$3e the Ce Wrtmeni xiih u:e=nail as:dress M1:01 m_,de avAP.6bie to tae pz W<l To ee:er i-. are a Ete=!s?C un ti rZ+=F 455.E.S..Please Product Appmvai Accepts: GENERA NOTES: i.BERTHA HIV,AGCORD(OS!SHt)TTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT LP.E.D.)HAS DEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE WALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC VALID SPEED REOUTRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEET, 11 THRU 13, 19&20. IN ORDER TO VERIFY THE ABOVE CONoirow,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1:_HV BLADES_6)& dA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE Wt/MAX.(ASLO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL ROTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 s INCREASE IN ALLOWABLE STRESS FOR WIND LOADS VMS f=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO-1,80 WAS USED FOR VEPJFiCATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HN.ACCORDION SHUTTER SHo'TEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS+ TYPICAL WINDOW BLADE&WINDOW DETAIL -IN BLADE ED 90214.01-03,8071541-03,1100441-05,#121441-05,14317.02-06.80809.61-10 AND 90210.01-tt AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV_$LAD-C1}AND HV WINDOW $ AD ISH AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&91220,01-10 AS PER TAS 201,203&203 PROTOCOLS URGE MISSILE HERE APPLICABLE) -HV WINDOW GLADE 0 80505.01-08 AS PER ASTM E-1886 AND E-1998(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY ANO#0728.01-80 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2,HV BLADE dt AND HV WINDOW BLADE ® NTE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS AND CONDITIONS OF USE tNOICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BOT14A N.V.ACCORDION PINS(M1 SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 914x1.75'RESPEC7NELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWa WITH 135.0 ksi YIELD STRENGTH AND 180 ksI TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATINO DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKINC 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-TO ALLOY IS 30.0 ksi AND 35.7 ksi FOR EDD CONNECTION DETAILS 1-B, CONCREFE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET Tf 6G08-T5 ALLOY' ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCCRAEWS TO BE T NLESSDA EE BUILDING OR 316 AISI SERIES E 15.OR 3.3:CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 Wii MEI.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET f4 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE d: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 WBLADE Q&0WORKING IN UNISON: 12, TJ& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET IS 8,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 96'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5"458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: Ht! WINDOW BLADE A.ONLY 9,IT SHALL BE THE RESPONSSUITY OF THE CONTRACTOR TO VENN THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WAM41NO NOTE:DURING PERIODS OF HURRICANE WARNING$HOME OWNER,TENANT,OR OTHERS, DUST PROPERLY CLOSE ALL HV AND HD L A g A CENTERMATES AND DIME OR LOCK ALL HV AND HD LOOKS. A 4 WINDOW<.�E in ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE'WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD VIALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 13,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GDJERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, 13ASED ON THIS P.E.O..PROVIDED HE/SHE DOES Nor DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TNS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIB4BY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P,Eo.WILL BE CONSIDERED IWALID 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(E.O.R.)FOR THE PROJECT AND WHO WILL BE PONSIBLE FOR THE PROPER USE OF THE P,E4,ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.MONEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL PLO.SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Volocity Hurricane Zone' L1f1 /J` :.- 02017 TIL7EC0,INC. 02017 EASTERN METAL SUPPLY,INC. ♦♦1) � • i s �:'' �� B RTMA�1 VTM A S & A Accordion Shutter System 1 L E C fl r� . ■ ■ ■ ■ I.V. MADE#1 W/OR W/0 INV:ININDOW MADE yf / y American Shutter Systems Ev.N DESCRIPTION DArz oRAWw alTf1J�� ♦ TILIJT TESTING & ENGINEERING COMPANY b AIC f� > Association, Inc. I OLD 15-085 7/27/1 GAre: 07/27/17 ♦ 635!N.N.36th.St.,S4.SDs.MINI 4 ca:Dac,FLOaCA 3318 Ph—:(305)871-1530.Te=:(305)871-153+ 426$ Westraalis Drive 2 DRAWING No d e-m61I:(6lecopaolcOm West Palm Beach, FL 33407 3 i 7- {)7 fS •....... 1d ES-0006719 $/0NA�,� I7� WALTER A TIER (.P.E. 4 P.E.�StAt. I9NAY6RE/DATE FLORIDALIc•1 44167 s SHEET 8F 20, 3'e rc9 wN00x RUDE QVARIES 18' 4 \ter 7. 2 C} p Lldt. 4 v 3` t 4 385' d • ,��-, 1 HV SQL@ BLADE )�HY UNIVERSAL FLOATER UALIFI'J?R STARTER COVERED UNDER US PATENT 5458179 QUAUFIDE OR USE W/ QUALIFIED FOR USE wj Hv BIaoEQ �HV DIRECT MOUNT HV BLADE FQ HV WINDOW BLADE" 6005-T5 ALLOY AND TEMPER OUAunED FOR -NV 606$-T6 ALLOY AND TEMPER 'SEE UTAITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ABLADELLOY AT 6063-T6 ALLOY AND TEMPERf� t TEMPER ;jpp 085" 0" .70' •2 72 'no _............ . 84r2 $ ?•452- 2�5' _042' HV ADJ. 26' QUALIFIED FOR UsjHK—OVER TRACK %i ry 20 8 HV ADJ. F100 TRACK BLADE Q OUALIFIED FOR USE W/ HV (9)HV TRE CH TRACK 65" 3.7 6063-T6 ALLOY AND TEMPER BLADE(1 OUAUFIED FOR USE W/ HV QUALIFIED FOR UIE Wj HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. HV RAINGUARD BLADE 1 i 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UJAE W/ HV 6063-T6 ALLOY At D TEMPER VARIES t. 6` BLADE 1 f' t VARIES 11036• 6063-T6 ALLOY A D TEMPER d:. 0.� y 1,917 YR6 1.,.093• .-I 083. $ .083' i5'j.+�3- 0S. 093' .100 670 m � � R iyA 070 1.660' d't§ 670 "3.529"' 11 HV CEILING ADER � V HEADER/SILL 13 HD CEILING HE Ab SILL Q PIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE Wj HV BLADE i�ONLY O O (} 6063-T6 ALLOY ANp TEMPER QUALIFIED FOR USE W/ HV BLADE 1 14 jLb u►AI,I�FiEApER/SILL SEE SECTIONS FOR VAUDIT .." SEE SECTIONS FOR VAL1017Y. QUALIFIED FOR USE USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE 0ONLY. 6063-T6 ALLOY AND TEMPER COUPONENT A 8 TI T2 X Y t MN,X MN Y MtE L 2' ( 2" 0.125' i' t' ,062' l✓ 2- 5'MAX. 1/9" t/9" 3` 3" 0.090" II. L El I 18 2" 5'MAX.;0.182' 0.192' CO26 SIDE ANGLES CORNER POSTS QUALIFIED FOR USE Wj HV ALUMINUM ANGLES 19 2.5" 7"MAX. 0.190' 0.190' QUAUFIED FOR USE W/ HV BLADE(}1 QUALIFIED Fog USE W/ HV f BLADE(j1 6063-16 ALLOY AND TEMPER 4063-BTA DAEC�V ONLY.IaY AND TEMPER 2" 5"MAX. 0.139' 0.131` 6063-T6 ALLOY AND TEMPER on 9 Y FLORIDA BUILDING CODE(Mor, High Velocity Hurricane lone uiniui t 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. uc�IrF .. .� BERTHA H TM 1 L E G o �N c ,Aw S w S mA■ Accordion Shutter System M � KV. BLADE#t w/OR w/o ILv.wLrocur BLADE " TILLR TESTING & ENGINEERING QOMPANY American Shutter Systems Ey,u OESCR PT ON DAttDRAWN tar: L.C. 63ss a.n.3su.st,Ste.306,WGUA GARDENS. A98gClgtiOnr inG. t OLD 15-085 7/27/1 GATE: 07/27/17 i 4258 Westroods Drive 2 DRAWING No �._.� Phone:t3osj87t—i530.ia.:(305)671-1631i,Q' a-mal:tatac0000Lcom Wesk POIm Beach, FL 334D7 317i=�}7 111t1 WALTER A. LLIT1Jr.P.E. 4 P.E:�G,SSi1�+l,Y�2EJDATE rLaRwn U.1 44167 s SHEET OF 20 I a 9 • a oy j•� aM1ev,`l! $o �� 9(I2/!'-.3i8- IM'n- CIE CAST4.57" t v 711 Dwousno DAM ARED A. MI i6 1T�iio!an;f•i lr-<D20ED E ctPT.TA RAEMCO�R RN�� 062" DeB m I Ouss tb 'd 4•PA tl, • k i(M 04R04E `(CHROVE-LACTm3 2i HV CENTERMATE I ' o - A PLAYED) QUALIFIED OR USE W/ HV BLAOE(I�& 1A ONLY �2 HV FWATING CE�,�' a 37 r WA+ eR 4 UA EGRESS LOC 60 QUA ALLOY AND TEMPER'' QUA IED FOR USE Wj FIV BLADE t & 1A ONLY 4 'I QUALIFIED OR SE Ytj HV QUALIFIED FOR USE Ytj HV 6063-T6 ALLOY AND TEMPER ORNER QFNIERMATE �� HV BLADEt & ONLY. BLADE t�& ONLY. ODALIFIEO FOR USE W/ HV BLADE I}ONLY I-.250'Q,D, 1B. 2. 74" 5063-T6 ALLOY AND TEMPER PLaSTiO HEAD i 7A6" 4 5, 2' VOLDED TO I7' 1.753' SCREW n (� n .360'AFTER RIVETING a 461 A w OE FORE RIVETING'j ( /a" -2a 3E a/a" JJ4"0-20 RIVNUT* " S.S. TJJUMBSCREw � #SERIES 9444 ALUUNUU(2024-73 ALLOY)LARGE rL4y=my `? L�22r VEST NVTSERT,PART p 9620.AS MARUFACTUPCO eY Awa � PLA11 ry EROIR ELEVATION—� E " " N .. - 4.566' I CHERRY MaORN,PARSIP900.NEW JERSEY 07604 OR EQUAL ,027 LOOKER FOR "T" LOCK CFNTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY �ZgI HV FEMALE "T" LOCK CENTERMATE HV "�" LOCK ® HY ALTERNATIVE LOCK 5063-76 ALLOY AND TEMPER ('} QUAUF(ED FOR USE QUALIFIED FOR USE W/ HV OUALIFIED FOR USE Wj HV BLADE 1DONLY QUALIFIEDFOR USE ALLOY n 1BLADED TEMPER ONLY W/HV BLADE Cl)ONLY, BLADE 1©ONLY, 6063-T6 ALLOY AND TEMPER 3.161 D THUMSTURN d O63' .214' I a .063 .02' iP U i KEY1Ur1 DER CY0ER .i1 .2,a' f — o n r"a .a0 u'n $ O u I .125'Max, .� GEN NO 0(�i Q ( I 0 p .- OUALIFIED FOR USE W/ HV BLADE t & A QUALIFIED FOR USE W/ HV BLADED& 1A , 6063-T6 ALLOY AND TEMPER C Haa• `o 6053-T6 ALLOY AND TEMPER —V o. a vARI-2 /2"MIN, QUALIFIED FOR USE W/ HV BLADE t & 1� �}_0,;M.0-2D 5.5.OR a/6'e-f6 1 t 6063-T6 ALLOY AND TEMPER T1gADSCR - A,/2, THUMBTURN (4CE a.TAL. I I Do _ CYLINOER 0R KEY CYUNDER LOCK,NG ROOa G�5�h 0 375'P jf4`� QUALIFIED FOR USE W/ HV BLADE V� HV 3/�^QI_16 A ,ETAL 1-IV 1 j —20 AISI 304 RY REGENT HARDWARE MORTIS SERIES 2333 HOOK SOLT LOCK. 6063-T6 ALLOY ANDEQ TEMPER CJ ERtES S.S. THUMBSCR OUALIFIED FOR USE W/HV BLADE(D&& A L� TS INSTALLATION WILL REQUIRE A 7/Is" HALE THUMBSCREWS D ILLED AT TRACKS FOR PROPER EMBEDMENT OUAUFIED FOR,,V,%,yjj.HV BLADE�t QUALIFIED FOR USE W/ HV BLADEQ FLORIDA BUILDING CODE(Non High Velocity Humcan0 Zone AE � ®20,7 nuE INC. 0zoEASTERN s C. Ile BETHA 'my _ Accordion Shutter Sy stemAS■SA■ Hv a"#1 w/OR w/o KV.anoa BLADE American Shutter Systems REV.No DESCRIPn08 DATE DRAWN BY, Lc. • TICCIT TESTING k ENGINEERING COMPANY Association, Inc. 1 4LD t5-085 7f27ft OATS 07/27ft7 STA 8355 N.W.Soto.St,Ste.305,NRD:W G+RDr7S5,TLDPM 3Sf5 �--n� Phone:(305)871-1530.Fa:(305)871-1537 4268 Westroods drive 2 DRAWING No �• '�OAfO a e- 1:Pteca000ltonn West Palm Beach, FL 33407 3 17-107 7�'07 '••• P.•'• t, E8-0006718 -� ••••••1••• WALTER Z TIUJT Jr.P.E. 4 P.E. $EAL� IE�MA R?jDATE ROR®0.U.T 44167 5 SHE OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 316 12 MIN, LEAA INCE HV 10 HV 9- 41 TO E p A1625 HV BLADE I r@ 1-43 .1075' KV V.INWN BLADE .062S, 0625 .0625' HV BLADE 1A �ll875' Y 1 06251�' 41 KNUCKLE 0 HV LONG RECESSED NYLON BUSHING 1.062 z (TYP) 30 HV SHORT RECESSED NYLON BUSHING RI.75 HV NYLON HAT WASHER OR 3,5V* dt HV WHEEL CARRIAGE AJSI 302-303 SERIES r 4F w WINDOW 0,870"x3/16" THICK NYLON WHEEL. 2 7/8'MIN. CLEAR 315"0 SEPARATION 3,7500" 0.188"0 AISI 302 SERIES S.S. RIVETS 00 85P4EEN .0625' 1 CEN 1 3/4* *11 HV 1 3/4' ACCORDION PIN W1 #8 HEAD EXTERIOR OPENINGS ON CENTERS EIE.7500' @ HV 2 3/4- ACCORDION PIN W/ #8 HEAD /4' �41�411�2�: CLEAR f-P.-7 BETWEEN TY POLYCARBONATE IMPACT RESISTANT HV WINDOW SETPICAL HV—WINDOW BLADE AND UI POLYCARBONATE HV WINDOW DETAIL @OR @ OT 'a WEEOU,NRw)- (DOR POLYCARBONATE.IMPACT RESISTANT HV WINDOW BAYER MN4ROLON 3103 POLYCARBONATE 12*MIN.CIVAM 4ce RESINS, UV-STABILIZED GRADE OR SABIC TO SLADE son)U INNOVATIVE PLASTIC LEXAN 103 RESIN PIN BEQUIREMENTS AT E ERIOR BLADE KNUCKLE FOR (SEE NOTE "I" ON SHEET 19), (10)OR (13 (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(D OR POLYCARBONATE SOURCES FOR as EXTERIOR APPLOCi-StE RMT HV (9 BLADE. N.,5. rfPrAL FIRDPOM STANCIAM NY PIN CEKT(RIAT RUCAO-CE (2) 14V PIN 0 MAY BE USED IN LIEU OF @ AND ONLY AT OR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HV 1D 00.324 (SEE NOTE * FOR SFECM GRAM AM 0792 005"`)A'* M0.3'Ala BLADE WHEN CORRESPONDING TO INSTALLATION ')V, SHEET 7. 04 CJ REQUIREMENTS). nEx4Rx STRerm y rrw Wit 0790 12,500 P'... 13,400 (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER nzxum UoDuLus AM 11790 340.006 p"L 345.00 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. • NOTMO REOAsrm D256 is r7-N/ 17 rr-fi'ln SHEET 1011.1f,=00=0" AM 0211.3 17.2 X 00 x w" ASN 0635 C-1 CLAM WHEEL CARRIAGE DETAIL #.PEMBLY LAYOUT WE OF OUnMG C-I C= sw cam" ASU,Dim 1010'r 9110 AM 0155 Tastramom AFRR wUTRvwCf ASM Sm w pt. e ".0 HV BLADE SOLID &- -a HV WIDOW BLADE DETAILS V(=STFM SUCRE W.TATHDMG I ASPJ&U 1 8461 p,sl . two P.O. N.T.S. AFLORIDA BUILD111 CODE(Non High Velocity Hurricane Zone, . ......... ... 02017 TILTErO,INC. @2017 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System • /777iZFE7C70�,�Nc A.SmSmAn KV. BLADE#1 W/OR WIO KV.WNDDN MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N DESCIZIPTICH DATEDRAWN By. Lc, Association, Inc. OLD 15-085 212Y2 DATE: 07/27/17 63M N.W.36m.ft.St..30.VROM CARDEN&nQRCA 3316( 4268 Westroods Drive 2 Pii(305)871-1530 West Palm Beach, FL 33407 DRAWING No d—R.. 3 O/ONA111 ES-OM719AArAr' 17-107 WALTER A.MIA Jr.P.E. ILO 00A L;A.111 441457 5SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 w 1 4. "lam a 0t� u x s r o �Q��� b *NOTES ON HV LOCKS AND GENTfRMA[E� a e 0 s ?,(."� 1. MANDATORY CONDITION OL. ONE NV LOCK 2�or go SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ^I.exl s• or� OR 12'ABOVE ORB�O.W X2 OF SHUTTER SPAY Oft SPANS UP TO IOS".AND FOR INST TIONS T ANY ELEVATION. HV LOCK a3 or'g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR 70 CENTERMATES W/(2) 1/4"0•-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -� 2, $Q IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV LOCKS ,o OR¢§ %BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1@1 O 10 SHALL BE AS INDICATED ON NOTE(!)ABOVE. L `r11i1(� LOG ON OF LOCKS SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. e' 3. OPTIOtSA<CONOITt4N/�r�il�D ONLY WHEN idA,�Qj2Y CONOTITON_/1 OR I�Mt1ED i�1AN0 TORY CGNDTitON �+ Ic I.D W 0 H.V. LOCKSI); LOCKING RODS�i ARE NOT REOUIRED A7..HURRICANE POSITION, BUT MAY I14 E4! 6 ae 0 oa 4 �5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO lAAtdCE LOCKING RODS t5�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), a 4, u41J1ZTiRYS.nNOI1tON J2.ONE HV LOCK 9 t(�y SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV L0 12 or 2�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/40-20 x 1/2 LONG FLAT HEAD S,S,M.S.TWO LOCKING RODS S' # AT TOP 4 BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AB INDICATED ON TYPICAL SHUTTER ELEVATION. H� MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OR�a:ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF NV LOCK or B$FOR ANY SPAN AND _/1 818= 04 INBTAT.LATIONS AT ANY EIEYATION,AL RNATE LOCK A MAY BE USED AS AN NSIDE-OR OUTSIDE LOCK.ATTACHMENT �l F1allip 19. OF 1/4'0-20x3/4'S.S, THUMBSCREW TO I&OR alCENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM, f/ x X52 - ogp RNNIIT AS 5110111N ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �,,• ! vN$$1 g, ONE HV LOCK or or 0SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 11/2 OF SHUTTER SPAN FOR SPANS UP TO BB•,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK I&or @ or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q or(D SYMMETRICAL CENT£RMATES V7/(2) 1j4'-20 x 1/2*LONG FLAT HEAD S.S. END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS 0 W/ SEE CONNECTION .3 OR 16 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o r c H I J x L o P o 4 v w x 1 ieEiva,iUll It — ` ( "NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, 1 OF CORNER '"TM CENTERIdATE 1, g6t&..;ONE ALTERNATE FIV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND �t1�T'1�r;1G®G 1 D OF LOCK @ IN ANY ELEVATION_At NMATE LOCK( Y BE USED AS AN SECTION V OU SHEET LOCK.H MUST NT BE ®. OF LOCK iD4f INCLUDES USING QREINFORCING/CKE -2. AS SHOWN 4N SECTION THREADED SHEET W WHICH M1.15T BE CONNECTED TO CENTERMATES AND'f3'W t j4'o-20 x 1 1/2'LANG S.S. THREADED 8017 Wj 7j8'0 x 3j32' O' ry «� WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4% 5/8'RNNUT._,OCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 1 a 6 77 •18 MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS 0§TOP AND BOTOM IS MANDATORY. 31y, 07) Q'il•�8G t9• 3m 19•Q�G1?'f3 * ' ONE ALTERNATE HD LOCK(4 MAYBE USED IN LIEU or TYPICAL-11) HV BLADE SHUTTER ELEVATION HV LOCKS Q�OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LACK(a MAY BE USED A5 AN INSIDE OR OUTSIO,f LOCK,ATTACHMENT OF HD LOCK lfi4f TO @ IS W/3 08 x 3/6'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB- AND NDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @1 IS COMPLETELY OPTIONAL. FLORDA BUILD1111 On High Velocity HurriCame Zone, 02017 TILTECO,INC. 10+2017 EASTERN METAL SUPPLY, INC. ijGEtYSF•,4'9 SERTRA NV- VLE c=,Mw 7 S, A S S A Accordion Shutter System H.V. BllIt1E#, W/OR W/0 KV. wlrmaW BLADE AAmerican Shutter Systems EV.N DESCRipnott Oak-tt TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 15-085 27/1 nAtcr 07/27/t7 ,o 6355 N.W.35U.se.,Ste.305.NRwNu OMaENS,F{fX04 33I4 4268 Westroacis Drive 2 +� Phone:(305)671-1530.Fac:(305)871-1531 DRAWING No S •.,,,,,,,, 0-mal:LV418,00.01.00. West Palm Beach, FL 33407 a E6-0006719 17-107 j0HAL�� ii+d+ WALTER A.TILUT Jr.P.E. cry r1ARMA U..A 44107 s SHEET P.E. SEALj51GIVATUREfDA7E 6 5 8F 20 r—CONCRETE ANCHORS POURED C014CRETE POURED OR CONCRETE BLOCK (SEE SCHEDULE ON REQUIRED 1/4'0-200/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORS MAC14VIE SCREWS CONCRETE REQUIRED �-"'—"-1 REOIAR 0 TCR �!' (SEE SCHEDULE ON W/ II CONCRETE ANCHORS Q,8 �EYt:fONC(SEE UM-INO®ON SHEET 7) SHEET 13) MUTS 0 12'D.C. (SEE SCHEDULE 014 SHEET 13) + 1. 1' i Mi —1/4'0-20.3/4*1/4'0-20.3/4.5.5. ld;R. 12 GR14 - EO EQ M.ACMaIE SCAM __ f— EO USING 1/4"-20 Nuts f2, E. . .250'Max. ,3 on 15 ^~ ,3 oR 4$ 1427 �E.D.° r .250'Mawr I ErrrA,ao. 1 .E..• r 1 E.D- a 1 " I OPTIONAL w r I I f IAN WARA71ai to aAM(sEE !� L i F qON TO t au OR iAS1NC (SEE SCHEDULEON SHEET I%) `+ GLASS EXISTINGrQ,rpL.,�g MLN.SEPARATION TO GttA:+sS ;—(SEE SCHEDULE ON SHEET 11) 1 1 EXISTING @ HV WALL HEADER INSTALLAT_IO CA VWALL HEApER lNSTA LATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING , MIN.SEPARATION TO GLASS } CLOS---i W''TraaAna1 � --4DOR 1 H 1 , , EXISTING (SEE SCHEDULE Orr SHEET 11) , OUSS OUr I MLU.SEPARATION TO GLASS CLASS (..sri4a�xE d 1 f (SEE SCHEDULE Ott SHEET i I) 11 FMOLM><21A + aN•Dw 19 } %A=0 61 y+1 ` i;t � EXISTING I _ '•E. .-_ 1�OPTIONALMax (TY.?sj{i }f es LL t/4• oanQ OPTIONAL i' ;J/a Mar. a• `E.---- \ oa " �;_, i. rg.0.• ,7 s 3 15 E.D.'( Ir Lr L ' + ,`ev, �' ii .'1Ix• �____ 19 EO ro-� OR �i/xLLLr ~ ,2 oa 14 1/4.4-24x3/4.S.S. u1n' ' ^�-- " /; j--- E0••• PiOLUPS iRU55 HEAD _ , 1/4.0-20x3/4'S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS LLL��....��....TRUSS HEAD MACHINE SCREWS ` —CONCRETE AxcHoas t7 �8 1 1/4"-20 NUTS 6 12'O.C. J'' (SEE SCHEDULE QN W/1/4•-20 NUT:a Ix'D.C. ` (SEE SCHEDULE ON SHEET 13) �J Min, CONCPOURED CONCRETE SHEET 13) POURED CONCRETE JJJ OR a£0fa£Q UIRED IE BLOCKOR CGNCRETE BLOCK S917CRETE AIJCHOR5 WA REOUIREO NV_WALL Sil INSTA} �T ON (SEE SCHEDULE ON �HV WALL SILK INSTALLATION- " '-1e POURED CONCRETE SHEET I4) I CONCRETE DLOCKWDUD HV WALL SILL INSTALLATION '! NOT A MDI �(�aF s=Maus. INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D.a EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 10 HV BLADE ASSEMBLY (SEE SPECIFlCATIONS ON SHEET 13) BLADE 1A dY SHEET 14 W AMOUNTINNY WAY TO SECTIONS CAN SUIT ANY TBE COMBINED ALLATION. A t/t tip O FLORIDA BUILDING CODE(Non High Velocity Hurricane lane ••,• ..... s 02017 m1EGo,INC. •. (82017 EASTERN METAL SUPPLY, INC. A�. 13ERTHA HVTM 4 A." . .A. y /ViLECOme. Accordion Shutter S stem H.v e(.A(rE:�, w/OR w/o I(,v.WINDOW MADE % American Shutter Systems qEV.N OESCRIPRON DATE DRAWN RY: L.C.TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE. 07/27/17 JAS••••"•�Q 4P✓:• 5A 6355 N.W.36m S4,Sw.205.NRC.Nw OAROENS.FLORVA 3316 to •.••• G'{y`r Pt—:(305)671-t53C,Fa::(305)671-1531 426$ WestCOOdS Drive 2 DRAWING No 4`v14j11 e.mREtUlteeg60aeol,cam West Palm Beach, FL 33407 3 1 7-107 WALTER A.TUMT!r.P.E. ! I'LORIDA Lie.0 44167 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS OR 01 WARAW CONCRETE (SEE SCHEDULE ON SHEET 13) EXISTING situ-S uc"IInET (SEC RECUIRED EOCE OF CLASSLow w 11) fur SLAB IF RAW ED& D.-. APPLICABLE EXISTINO 0 MASS .4- ALTERNATE EXISTING CLASS-/ .3/4"HEX WASHER HEAD CA uo SCREWS 0 12'O.C. @. _p Ir OCO aF —CONCRETE ANCHORS APPLI SL CAULC 60 T SCHEDULE(SEE ON SHEET 13) i I1 EDGE OF SLAB IF E!XwtNO EDGE Or APPLICABLE 1/12 l• EWE or APPLICABLE SLAB IF SLAB If APPL=SLE CURED UK S94RMI C��MUR�D FLAT SM CONCRETE ANCHORS D,* CONCRETE (SEE SCHEDULE ON SHEET 14) M MAZ C" CRST- —E. D,* 1��01 SHIEU E REOUIRED (DAto "W-A REQUIRED Ig I OR @#CONCRETE Z.,READ CONCRETE ANCHORS P M&d(T REOUPED L1. O.._ (SEE SCHEDULE ON SHEET 14) R11 TRENG"I STALL OA VALID ONLY FOR UP TO +70, -•75 PSF A.S.O. ATL THY WALK-OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER 0 HV CEILINGINSTALLATION 9 HV FLOOR INSTALLATION t SCHEDULE #3, SHEET Ii EXICRNd r" "UPAftATM 1 -1 CONCRETE ANCHORS I To"Ass (SM SCHEDULE ON 1/4-2 ITW WL;EX S" EXISTING SHEET 15) 7 Am==CZ/ 04 VIEJET 11) CD— EXISTING TCCWA=OR 1/4-0 EXISTING WAR.ItM LAM G POWERS 114- WE,It) - 1 3/4*kft DAMZU-w 0 v CLASS CLASS __ftr�� ------- GLASS--, FASVD4RS TAPPER.A)JCM=W/ rum* -4.(M=Mmmc O.C.rCR UP TO W-T SPV4 1/4- V_w UP AMY `7 V O.C.FOR SPANS LAPOER TK&N vr cr 3 AT J, 110-3/4*HEX SHEE I "X. I'. EAD OCUL SULA"T ER H TEK SCREWS 1/410-20xile ss us TEK SCREWS 0 91 D.C. AIND Ile-"Ififfs CONCRETE ANCHORS ORT/4-0-20 S.S.M.S.- o 9*O.C. �I , 0 12-O.C. (SEE SCHEDULE OU • W/NUT a 9,D.C. 11/2 VOIJ StIAMMM > 0'kIIN, WALL TRIM(DECCRAIIVE 1/2- 1 SILL) EDGE OF 0 12'O.C. 8 01493/14* HEX HEAD rL 014-3/4*S.D.S.SZ. 3 81,� SLAB t �f.14.3/4 S.D.S. MIN. . O.C. PaMW 0*4 RM ---�Ll 7/8' APPMAMBLUE RECUM iY 1 ON SHEET 1 �7,jB �_CONCRETE ANCHORS SEE 1407E 13(0) EE NOTE (SEE SCHEDULE ON ON SHEET I POURED CONCRETE POURED CONCRETE OR SHEET 14) E'D� CONCRETE BLOCK OR CONCRETE BLOCK ED RECIUMED REQUIRED KEYSMNE MOUNTING-INSTALLATIO OP7IO?IAL-J POURED 0 UA)a A_�O.IES PRESSURL+94,72 PSI CONCRETE HV WALL EI-008 INSTALLATION HV WALL WALK-OVER INSTALL ATUON uwuum UUM SHUTTER SPAN IF-** NRED QJ AINgUARD INSTALLATION t t THIS INSTALLATION SHALL NOTE FOR CONSINABON,Or SECTIONS: E.M; EDGE DISTANCE RVAGVA13LE WHEN PERFORME LN ON$OF USE FOR I- SEE SHEET 4 FOR TYPICAL.SHUTTER (SEE ECIFICATIONS 014 SHEET 13) i ADJACENT TO AN OPERABUE E(r P C ASSEMBLY OR ENTRANCE BLADE A ON SHEET 19 INSTALLATION DETAILS W/ (1) HV BLADE 2-MOUr"r SECTIONS CAN BE COMBINED 10 n I IN ANY WAY TO SUIT ANY INSTALLATION. 0 AL FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone" .......... 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ENS,"- BER THA NVTM Accordion Shutter System r-FiV�Ecq.,--_ A.S.S.A. H.V. a"#1 W/OR W10 KV.WINDOW BLADE % American Shutter Systems qrv. DESCRIPTION r DRAWN BY; Lt .-, ., 8355 TIL T TESTING & ENGINEERING COMPANY Association, Inc. I OLD IS-OBS 07DAY - 07/27/17 - On IDN vultw.38th.S"St..305.VACKA WDEIM FLORMA 3316( jj�= DATE :(3oS)S7i-I5zO.F.-i(305)871-1531 4268 Westroods Dews 2 —DRAWING No .­a: West Palm Beoch, FL 33407 3 17-107 Ea- 06719 --Z�06L WALTER IM 4 "I,...0"" FLORIDA UTcW#4J'4.1 P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE -7 OF 20 SEE-END—WALL as 10 &-Is OUT a IN INSTALLATIONS W/ HV SEE NOTES ON LOCKING 8005 3®,HV LOCKS(D or FY AND ALTERNATE 41Y LOCK�ON SHEET S. D I �EJOSTiFiG GLASS **BLADE SLACK DETAIL WF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH 91AGE(Q 1�2 aR�w 6 •\loRr®a�10 •©3 oA OR H SEE-END MILL -CONNECTION 14•l•1�5°'�• 13 a°1 r©aR �EXISTING GLASS N $ O.O C �p-O-ate -- -------- ------------I------------------------- — z".z,1jaAD'-z 8�• 8aa(g.@ov19+�5 31/4` 7' 61/2' 7• ttDas-Ta.urn}uu1+, OPPOSINNg SYMMETRYCAL AMCLE yr/((Z) t/s'0 TAPCON 1/2' ®'® ���T�p�� AdGHbRs TO CONCRETE Gc,t.F1A.12M S NTER ES {TDPjaOTTOM} BfOr3//G'S.M.S.8 12" MIH.SEPARATION (4}/10x1/2'3UA.5.TO 1U9E L B.C.FULL LENGHT. VJ V QCK Of 5 WL-H LOG TO CLASS {SEE SCHEDULE AT E+Ctt AT.YdE.{TYP} z * 2 ON SHEET II) 5 °^ * 35* F-1N J i i I ----------- - — — - -- ----- --- ---� ---- - ----- 5* t 1 f INCT �a4Yj4V+�7 w 814•Q4" O ✓ J R ® HVB OUT m * HVC 14•1,7 i°t�• 3p'1©'1©a° HVA -POURED CONCRETE OR 3 1 a CONCREO BLOCK V1ALL EXISTING 'Q°nQ'�"'�r `"` SYMMETRICAL G (N 6 • 77 '6a°�:/'O'®°A MM.SEPARATION IF _ I rGlASS G5 , CENTERMATES* V ��•® �•�aa�• (SETO E SIMI. 5 1'/ OPTIONAL (INTERIOR) I S�*�8 •Q3 m 19' S ON SHEET S t} MIN. SEPARATION TO GLASS �CCJJJ tSEE SCHEDULE IN OPTIONAL - (Sec 11) (INTERIOR) \ _—_._..__.. --_ --_-___�-_ OUT _- I ANCHORSR d a I 16"O.C. VAR * IES ,1v 3 I ,I 91-{7 71 m ( 0 U T (EXTERIOR) HVE ' 9 1/2•MAX.SLACK j OUT 3 * HVL"** I VQ 111-em A- ri.- FLORIDA 9UILDINO CODE Non High Velocity Hurricane Zone I1 ✓y ®2017 EASTERN METAL SUPPLY,INC. 01017 TA.TECO,INC. BERTHA H ` TM FAccordion Shutter System" .A ECFV. BALE , W/OR W/0 HV. WINDOW eBGEt . Amer(con Shutter Systems q a3i�7�Y0€� TILUT TESTING & ENGINEERING COMPANY y Ev H ocscplvnoH DATE dtnwx sr L.C. Association, Inc. 1 OLD 15-085 7/27j1 BATE m/27/17 '355".38N.SM Su.10.5.VIRC°A VARDD*,FLORIDA 331p '- 4268 Westroods Drive z DRAWING No Phone:(105)871-1530.Fax:(305j$7/-1531 M-Ps,4•••^••E"-`C*"I" ¢-moED-CO06719.com West Palm Beach, FL 33407 ` ',7-107 I �A L```l t/ WALTER A.TILMT Jr.P.E. P.E. SEALr51GNATURE/DATE FLopmA um 1 Aa167 a SHEET OF 20 I I I ALTONATEIS TIONW V " " LOC V MALEZFEMALE 'IT" LOCKS C N E ES d§ & LOCKERS n WLAD tSM END -CONNECTION DETAILS ON SHEETS 10 k 18 INSTALLATION (1) HV BLADE OUT 1N rU�rx3nue`-455 4U000 DETAIL 1M',nlarATrO art stern B. WI HD CENTERMATES O Q C3«O 0« JI WEU As ur+rvorru FIDAR 0 VSCADE(9M4 n atLUMA . « «6• 7«pp$ !0 s INMAL m Aas sHEEr,tuv BE ttsm wfi+n¢S u7EawtSEE n sT err Mcex IN DETAILS WA t- TS 10CTION 10• DETAIL ON_SHEETS 10 A• 18 00 I (gyp} 35,e 35 tc5a5-s5 Nc ntTAftw uvv. (°PRwuat d Y (oPRor«i1 i47ttOA/2�suswel jtox30.4C.LL M"o. t 3 Ar acN AYU4 0'r++) FIN (4)HN. MIN (4)R,v. 1 urtS�iAt 3 30 HV "T" 1 Mrs.tJ Paas(sYv.} 5 LOCK (INSIDE) oN a"ar+n ` 1 — .---------- --ne---._ /• 5 1 2 2 t 2 2/e 5/e• .._ 0 3 OUT 3 t oa 32 3* - 3 i oa 32 31 aR 2 35 31 as 32 r1w/ /4' O x 1 1/2" S.S.M.S. `--3�1, Nair 8 s HV LOCK( 7/8"as x 3/32" WINGNUT. toPRovAI)CD8-' aUT �SNjQLM I t LocK,°"SNEET S. SYMMETRICAL HO CENTERMATES SYMMETRICAL HD G NTERM 0 HV "T" LOCK (OUTSIDE) CFR+rs 0433 uuN'muu aV--G �✓ W/ LOCK (EXTERIOR) �/_ —LACK (INTERIOR) f (2024-T3 AUSY)LARLr nARCE n4N «®«©•(J7 mQa f e•�« SNer'F MPIUM,PART t 0820, 1 Q•�a.©,i-$- A$« AS VANUFACTUM 8Y AY0a.CHUM 0 `RVJ'_� 1l'..77 TEATORN,PARSIPPOK.NVIO JFASrY ©•O.®«©. 070S4 OR COWL •�8«A®�.®«/®�.�ate, 3 — mNc POOcQ a Ki�tac.!oN r'Hw 5 -- - IAL W La 1"61ERW nCAM 4UX0 rfi.TAk HOO-94 M i vwo M ALL caM—ITS 0114.IM-5 W4 WAC O HDD—HYD" FLOATING STACK I0''"- A'p ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione' y �� FI 2017 EASTERN LItTAL SUPPLY, INC. .............$�. ✓�y o2on mteco,INC. BE S�HA RV. 4A A Accordion Shutter System 7ri L ECO N t. . . . ■ RV. BLADE#1 W/OR W/0 H.V.WINDOW BLADE % TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems (y,N DESCRIPTION DATr DRAWN 8Y C. •`O��•'-.. Q A/••(4¢•t5� 8355 N.tr.3&h.sG,5re 305.+uar+I+crROrt15,n090A.3315 AS9aciafi011. Inc. , OLD 15-OB$ 7/zr I wTr: 07/27 17 T t- Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ••._17j A+•' �\G\ ,11 _01:NllocoOPolcam West Palm Beach; FL 33407 3 -.__� F/4 S4 j,11 E8-0°08714 j '�?—�(�7 •... + WAVER A.T'LUR Jr.P.E. FLOROA U..A187 445 SHEET P.E. SEAL/SIGNATURE/DATE 4 9 OF 20 l POURED CONCRETE POURED CONCRETE _POURED CONCRETE POURED CONCRETE 4R OR CONCRETE OR CONCRETE ,'�`t / OR CONCRETE CONCRETE BLOCK WALL840CK HALL REQUIRED I BLOCK WALL REQUIRED 7__ BLOCK WALL REQUIRED REQU7Rr"D EXISTING CLASSC EXISTING CLASS i CONCRETE ANCHOR' EXISTING GLASS O/,� '�J f t 2'MIN. EXISTING GLASS C ts-o,c.� _ r_ r? IAN.SEPAPA"J (' _J_- { _ t� `'� t= ,• 4 •+--2"MIN, I m Gttc4 t� MN SEPARATION ' IAN.5£PARp11Cx, su+mul.E ON SNF£' .�,i TO sass(SEE IAN.SEP—,I- EO ' EO TO Af."5(5£E tf FOR MADE ON40 ARE{i.SHEEP / � � TO GLASS(SEE ' SCIACM1E ON SKEET i/16'x1'MAX. ON SHEET t8 11 FCR BADE(�ANA I fiI FORiEf6 ON SHEET A•dI II FOR SUIDE(9AND (6063-T6) COM. RAOESm&® ON SHEET 19 FOR t/2"- ION Sroz.T 10 Gi j}, ON S1EE(19 FCR ALUM.GLOSER , ` '61tOf5 Q&Q�1 r...--L tT(H�f TtES DE�,.Y ` B' ©& PLATE. (LOCATE 1/2' OF 0(_)} I AT EITHER SIDE MIN , I C DLl1>FA®& 1/2'MRN, NO & •F USE 1'pR 2'L(.4X. (AS APPUCABLE)x2•xT/B•xp'-2' kl0xff2"S,M.S. I ALUMINUM CUP ANGLE , _�•®�� BtOxtj2'S.M.S. —.—_ a 16'O.C. I A f6'O.G. {6061-T6 A(LOY)AT MIDHEIG11 d (1) 6^tOx1/2'S.M,S.TO®& _.._ b ; �2ui AT i'o orr(us4NcntHOE TO T y}_..r I I AT SEE DETAIL x FOEITHER SIDE OF(3)) O OR/ SIDE CONNECTIONI OR �� SEE DETAIL X FOR OR & f To TRACKS ®mO O Q Q �« . SIDE CONNECTION I 6 7 m B'f a SS DE CONNECTION 4 m®""©'V°'l:1 f, « w 6• 7«8�1 .®« To TRACKS m w 6.pA7�wB To•�« t��a «�•®wQ• w To TRACKS T •g}«��aI.�w�.cm 14•®«�7•�3«®•�w 10•®«®•4:1'Q•®°' 4,I'\:I"©«0'�•AL9'0' 6-0- -00-0)-a- 0-0 0 0w0•0'A®gym O 0.0-0—t—6- f y �•Vw®•®«O''�w�w �•®w�•YmO•�:/« �•�«lf•®«\•„'J•'{�j w'�.j•� 0.10-0.0-0.0«4/•0 END CONNECJION gETAIL Q END CONNECTION DETAIL Q END C0N-_NFCTION D>iT t END CONFECTION DETAIL 2{� •T• REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' -'POURED CONCRETE OR vasnNG /-•EXISTING GLASS CONCRETE BLOCK WALL� r GLASS 4 �/ REQUIRED MIN aPARATVI F+Px1/2"S.M. "-- -- - _---- _ TO GLASS(� 0 16•D.C. FAN.SEPAPAR6N 0------- _ _- - (a}oR BOGR�OR SCH�It l'QR aANOE pA�t� CONCRETE t!2"LAW. T QVO MASS( "" -" •_�„_ _ �✓ ON SHEET 19 F#2 ANCHOR O 11 FOR ELIDE AND 4 SEE _ { --_____ _ } OR 3 OR i OR CONCRETE mAms D&9 12'O.C. ON 51ffET t9 AOR I7I ---- ANCHOR i EO } rJ ! &ALES�& OR cAc. 1!2 MrcI. j 4 EQ _-I/Z-_MI C.• _- ---- �OR SOR 1OR 2•MiN. 2"MIN. SEE FSLADE.�AONNSHEETS OF U 9 FOR 1 OR 1©OR 1 OR 1 OR 1� v E Y 5 ! 1 OR ®' PLAN -DETAIL0 R POURED CONCRETE OR «�w0•p«®«+G•�« END INSTALLATIM CONCRETE BLOCK WALL REQUIRED �\J0913-@-@-@-@- •,L;,�•�«©'t�'�.7�" HV BLADE OR HV WINDOW BLADE INTO p.®m@•r@mp•@m B «t $ -CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 51) 0 d «� «�0« �A NEC0 L 6 �m� -0-0 ,.� Q «®'� FLORIDA BUILDING CDDE(Non High Velocity Nurricpnp Zone' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. \\ ENSF•• IM A SA y Accordion Shutter System c ' TL E C o f Nt . ■ ■ ■ ■ RV. �#1 W/OR W/O H.v. WWW BLADE •C's ��/ i American ShuNer Systems 'Ev-No CRIPnoN GATE OPAWN DY. LC. TILLIT TESTING & ENGINEERING COMPANY\ Association. Inc. I poo 15-085 7/x7/1 DATE: p7l27j17 C7 '• .<� \\ 6366 MIR.36th.6L,Ste.303,tiN1GPAA GWOD+S.naPuu 3318 : -1630.Fax:{306)671-1331 4288 Westroods Drive 2 Ph— (30!)671 DRAWING No =.:elS+� ••• o-mawt7Wcod Qleom West Polm Scoeh, FL 33407 3 17-107 •„r NAL'E 11j1 WALTER A TRLIT J,PX- A "••,,.nAr"' FLORIDA Ue./44167 6 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 of 20 SCHEDULE SCHEDULE #2 SCNEDU MAXIMUM SHUTTER SPAN'S"L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" FOR INSTALLATIONS W ( } OR "L-" (ft.) INSTALLATIONS iNiI6U°TON IEGEND + (ft.). RA j 1(eAt. OR "L-" ft. FOR ® & or or _,1 INSTALLATIONS W/ yy CONCRETE & WOOD (t) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN Wf ONE H.V. LOCK Or or or s � & W/ ONE HV LOCKS MANSORY POSITIVE ASLO. DESIGN PRESSURE RATwC, HO LOCK W/ NO LOCKWG RODS or ONE HV LOCK Cr k�or(� L-; MAX.ALLOWABLE SPAN FOR A OMEN NEGATIVE CEN MA i8 29 Vlj ONE Vlj NO LOCKING RODS® OR W/ NO LOCKING WALL" A, 6, C, D, E, M, N, 0. P, 0, AS.D.DESIGN PRESSURE RATING. PODS MOUNTING F, K & L R. S, & V. Hg)-T" LOCK 30 V//TWO LO(ONG (SEE NOTES t.it) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM VISES SHEET 7) FLOOR/CEILING G. H, I, 11, J T, U, W& X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: 11�� CONCRETE&WOOD MOUNTING COtiL fS10 INSTALLATIONS u wwuu it"w"I CONCRETE & to GIVEN A Pp54NE A.S.D. DESIGN PRESSURE RATING, OE wSD.0Cd011 INSTALLATIONS ".0.0=1 INSTALLATIONS w6D.$QRS GIVE A N GATIVE A.S.D.SPAN SIG FROM URE RATIN PREssuaC WALL MOUNTING FLOOR CEILING PPE35DRc wAu.MOU11NIc PRES.URE GIVEN A NEGATIVE DESIGN PRESSURE RATING, / RATING RATWO FLOOR)tftLv:G UOUIfi1t0 (0.0 MOUtmNC (a.e IJ FLOOR/CM01a MO671TING (P.,.F'1 OR DETERMINE MAXIMUM SPAN 'L-' FROLI SCHEDULE. (+OR-) T.OR-) (+OR-) FLOOR uOUemNC MAXIMUM SHUTTER SPAN "L+'OR'L-'FOR L i(n) L-tit) t+ ig L-N) L+ (A) t-(ft) L+ Oil I L-t^) 30 OR LES 16'-0' 1G'-0- 16"-0' 16'-0` 30 16'-O' 16'-0' 3tl 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL B£uMfT£D TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 74'-10' ib'-10' IS'-2` t8'-0' 35 t 6'-0` f 6'-0' 35 15'-a' 18'-f0` IDS PSI'AS.D.DESIGN PRESSURE RATING, td(N1M31U DETERMINED SPAN BETWEEN 'L+-AND'L-•. 40 13'-10" 13'-f0" 14'-2" 15'-2' 40 13'-10' 13'-10' a0 14'-2- 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13`-t" 13'-4" 14'-3" 45 13'-1' 13'-i" 45 13`-4' 14'-J" 't' W CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 5Q t2'-5' t2'-5" 12'-8' 13'_7' SQ 12'-5" 12'-5" Sp t2'-3' 13'-1- MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10" 12'-1' 12'-11' 55 11'-10" 11'-10' 55 1t"-1' IV-1 t" SHALL BE AS INDICATED ON MANDATORY CONDITION 92 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-4• 1 V-7" 12'-4• 60 1 V-4" 1 V-4' 60 10"-2• 10'-i t" NOTE I)5.SHEET 5. RATING: 65 f0'-10" iq`-10" 11'-1" 11'-1165 10'-10" 10'-10' 65 9'-5' t0'-1" DETERMINE _ LI+o MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' t0'-5' NY-9" T1"-5" 7O to'-6• 10'-6' 70 8'-9 9-4' Lx+= MAX.SPAN FOR FLOOR/CEiUNG MOUNTING 75 1q'-I' 10'-1" 10'-4" 11'-1" 75 10'-1' 1 10'-1" 75 8'-9" 't tEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9' t0' B'-10• t0'-0' 10'-9" 80 9'-10` 9'-t0" SPAN L+'OR L-'AND MAXIMUM A.S.D.DESING FOR A OVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 1 V-6" 9'-6 9'-9` 107-5• 85 B'-6' 0'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3` 9'-3' 9"-5- t0`-1" 9O 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: OETERMiN£: 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX, SPAN FOR WALL MOUNTING INSTALLATIONS, gg p'-0' 8"-B' 9'-2' 0'-t0 95 9'-0' 8'-9" LIMITED TO +64,-72 0.s,C AND 8'-0" SPAN, SEE L7-- MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• 8'-4' 9'-0• 9'-T lO0 8"-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS, 105 8'-7' 7-11" 8'-9' 9'-4' 105 8'-7- 7'-t I' 110 8'-4' 7-7' 1'-7' 9'-2' 110 8'-4' 7-7" 11— MAXIMUM ALLOWABLE SPAT{ IS EQUAL TO THE 115 6'-z° 7'-3• 6'-4 -11• 115 6'-2 7'-3` SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN `Lt+". L2+'. 'Lt-'AND LS " 120 6'-0' 6'-ii' 8'-2- 8'-9• 120 W-0• 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-t0` W-8' 8'-0' 8'-5' 125 7'-IO" 6'-8" ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 T-8' 8'-5" 7'-16' 8'-1' 130 7'-8' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 J'-T 6'-2• T-9' 7'-9- 135 7'-7• 6-2• SPACING. 140 7"-5• s'-1," 7-7 7'-6' 140 7'-s' W-11" ASTM E-1996 SEPARATION 145 7'-3' S'-9" 7"-� 7'-3- 145 7'-3' 5-9" TO GLASS 150 7'-2' S'-7' 1 7'-4• 7'-0' 150 7'-2' 1'-7" 155 7-a• 5'-5' T'-2' W-9' 155 7'-0' W-5" 't TI-{ft(j 3 t" 160 W-11• 5'-2• 7'-1' 6'-7` 160 6'-1t' 5'-2- 165 6'-10" 5'-t" 7'-0' 6'-4' 165 W-10` W-1" 170 6'-9• 4'-11' W-11- 6'-2- 170 6'-9• 4'-1 t` 175 8'-7' 4'-8• 6'-9• 6'-tl' 175 6'-7' 4'-9' 180 6'-8" 4'-6' 6'-8• 5'-f0' 18O 6'-6' 4-6' \ I J HV B LA D E 185 6'-5' 4'-6` 6'-7' S'-8" 185 W-5' 4'-6' o� 190 W-4' 4'-5' 6'-6' 5'-6• 1 190 W-4' 1'-5• 195 6'-3" 4'-3' W-5' S'-5" t 196 6'-3' 4--3" 200 V-2' 4'-2" 6'-4- 5'-3' 240 S'-2' 4'-2" 205 6'-1' 4'-1' 6'-3' s'-r 205 6'-r IM - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone \� 02017 TILTECO.INC. 02017 EASTERN METAL-SUPN�PLLY.II'NC. GENRS '�SF ` ': ETM -- A S S A y . t L �7co7i �. � � � � Accordion Shutter S stem H.V. GLADE#1 W/OR W/0 H.V.WNWW BADE Strutter Systems EV,x .DESCRIPTION DATE DRAWN By,UIODY. L0. •�C,),I LF31' 7/ty. TLLLIT TESTING & ENGINEERING COMPANY Association Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 6]55 N.W.36%.Sc.St.."S.NR©A GARDENS,ROF�,I 33I %r� �--- Phone:(305)571-1530,FO.:(305)871-1531 4268 Westroods Drive : mac-++ .. DRAWING No E A `\ L+ a-mti1:U006Ooa.can West Palm Beach, FL 33407 3 17-107 svrQN�t �G'AII WALTER A.DOTILUTtJr.P.E. 4 rA'' FLOWDA Uc./44167 5 SHEET P.E. 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SHUM SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCKSUBSTRATES &%D,DES GN R`^AM FR SURE RATING AN A CORRESPONDING k HUNTING TYPE FOR(SCOMCREii;OR CONCEE BLOCK INSTM 1 A11ON(SEE 40UfltIN6 E C,&NON SHEETS 8&T1 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PptlfEO OONGREtE/C4NdiEtC BLOCK POURED CONCAVIE (A) TO EXISTING POURED CONCRETE:(Nin.f'c-3 kci) ttAxlMou E(} CEILING MOUNTING FLOOR MOUNTING - 1/4"0 TAPCON OR TAPOON MTN ADVANCED THREADFORM TECHNOUGGY ANCHORS,AS MANUFACTURED BY I.T.W.DUILDEX. (Min.CC=3 In!) WALL SILL MOUNTING SPAR ANCHORS SPACING LEGEND - 7/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS,AS=TR1BUTEO BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.1'c�3 Iso (R) ,O.p[$6:1 NE6D7 HI3:AlFL P nO _ .OEJON I.TG1tK AFSSSNFt IMT74 O.OEM 7E I/4"0 S TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1'c -2 kei) TAPCON OR 1/4'0 /d 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DiSTRIBUTE•O 6Y ALL POINTS SCREW,BOLT&SPECIALTY 30 44 60 75 90 12011001205 3O s0 +i0 75 90 720 16O 265 30 40 60 75 90112011601205 TAPCON WITH ADVANCED - 14 12 fa 9 B d 6 8. t4 1x 1 9 8 8 6 0 14 t f0 B 8 8 6 6 THREApFORM TECHNOLOGY (Mi..rCOMPANY 0R ANY OTHER APPROVED LICENSED CENSEp DR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 3'-0" 14 12 t0 9 0 8 6 6 !4 t2 t0 9 6 8 6 6 14 12 10 9 8 0 d 8 {M n.}'c>3 k4} OR LESS 14 Ix 10 9 0 8 0 B 14 12 10 B 0 8 6 6 14 12 t0 9 0 e 6 5 ALL POINTS SOU - 114 12 IG 9 0 0 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 BLUE TA'R+CAP NOTES; t4 12 10 0 0 7 6S 3.5 14 12 10 9 0 0 6 6 14 i2 10 9 9 8 6 5 TAPP£R+ A.t)ANCHOR EMBEDMENT INTO POURED CTAP WE A TAPCON HO S I TAPCON 1/2'- 1 / V1R1N ADVANCED 7NRFADFORU TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS 15 t 3/4',MIO FOR BLUE IAP W/CAP ANCHORS IS 1 t/2'. 1< 12 10 9 6 B 8 B f4 I2 f0 B 9 8 8 6 14 12 10 9 0 8 8 5.5 14 12 10 9 g 6 6 4 74 1T t0 9 6 8 6 s3 14 12 10 9 8 6 4 SS 712)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SE7 AN04ORS SHALL BE 7/0'INTO THE POURED CONCRETE.NO EMBEDMENT Td- 2 10 9 0 0 6 4.5 14 12 f0 9 0 8 6 S.S 14 12 IO 9 8 8 5 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINWUM SHOULD STUCCO t4 12 10 9 7.5 5.5 3S - 14 12 10 9 6 It 6 5 14 12 10 9 8 7 33 4 6 CCE Att 4�'USE TOR N t2 f0 8 9 8 e 6 14 12 f0 9 8 . 6 3S 14 12 10 9 0 8 6 4S MADE ON SWEET 19 E705T,AND t'MINIMUM FOR WALLS Wii}t NO 5TtMCCO. /b 12 f0 9 8 7 4 - 14 t2 10 9 8 85 S 3.5 14 12 14 a SS $ 1.5 3 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PA.NF15,PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, fa t2 70 9 8 741 45 - 14 11210 0 9 8 6 4.5 14 12 10 9 8 8 4.5 .75 ANCHORS SWILL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOICAIED ON 14 12 9.5 7.5 S. 4 - ^ 14 12 t0 9 9 73 55 I 14 12 IO B 8 6 45 3.5 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDWG OR M WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 0,_0' 14 12 t0 9 8 8 6 - is 12 10 9 8 8 6 5 14 12 t0 9 8 65 5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 2O. 14 2 10 9 7.6 5.5 3 - 14 12 t0 85 7 5.5 / 3 f4 12 6 6.5 5,5 4 3 - 14 12 10 9 6 6 - - /4 72 t0 9 0 0.5 3 .75 f4 t2 t0 8.5 8 S 4 - (0) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 55 9 3 - - 14 12 10 9 6 6S 4.5 3.5 f4 12 10 . 7 5 4 3 - t/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W,BUILDEX. wit 0 0 0 8 - - I4 t2 10 9 6 7 5 4 14 12 f0 9 73 5.5 4 3 - I/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY, j•_p• - 1/4 A BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENEn DIRECT,INC. 0 8 6,5 4 - - t4 t2 9 73 B i3 3.5 - t4 76.5 7 5S <5 3S - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 0 8.5 7 a - - 14 12 10 9 7S 6.5 4 - 14 12 9 7 75 4.5 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOMATION,INC. 7 SS 4.5 - - ti 12 10 9 7S 53 + - 14 12 9 7 6 4.5 3 0 9 8 6.5 - - 14 12 10 B 0 6 4 - 14 12 10 0 8.5 5 3.5 _ Nps: .S 7 5 3 - - 74 f2 8 6.3 55 s 3 - 25 9.5 8 5 4 3 - 9.7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1j4-AND TAPCON S 75 6 - 14 12 9.5 0 6.3 5 - 14 12 8 S 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. .5 5 3.5 - - - 14 12 10 6 64 5 - - 14 t2 6 03 5 4 10 B 8 - - 14 12 1D 9 7,5 4.5 - - 14 t2 S.S 7 55 4 - - B.2)MINIMUM EMBEDMENT OF f j40 x 3/4`ALL POINTS SOUD-SETtott5 75 8 4 14 11 7 S5 5 SS - - I1 8 55 4.5 3.$ - - - EMDEDMEUT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL Be 1 1/2-LONG PAINIIMUM SHOULD STUCCO 14 12 8 6.5 45 - - !4 12 85 7 5.5 4 - 1< 105 T 55 6 a5 - - EXIST,AND 1'M7N0tUM FOR WALLS WITH NO STUCCO. 15 0 9 4 - - - - 14 12 9 7 6 4.$_= 14 11 J SS 43 39 t0'-0` 14 12 10 9 7,5 - - - 14 12 10 0 63 S - - I4 12 8 6 5 4 - - 0.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE MSTING WALL OR FLOOR, 14 105 7 s 3.5 - - - 71 95 63 5 4 3 - - 10 7S 5 4 3 - - - ANCHORS SINAL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAT BE AS INDICATED ON 14 11 7.5 5,5 - - - 14 113 0 g 5 4 - - 125 95 6 5 4 4 - - NOTES 0.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER f03 a 5 - - 14 12 0 65 S5 4 - - 13 70 6.5 5 4 3 - - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 IO - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 112.5 0.5 5 - t2 9 8 4.5 4 3 - 9 7 45 3.5 3 - 1< 18 7 - - - - - 14 tO.5 7 5.5 43 - - - i/.5 B.S.5A 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. B5 7 4.5 - - - - - 14 11.5 7.5 8 5 - - - 12 9 6 4.5 4 - - 12-fl` 14 12 t0 - - - - - t4 12 8 05 5.5 - - - 13 t0 65 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: ISS . 4S - - f1 0 5S 4 33 - - - 8 6 4 3 - - - MAXIMUM ANCHOR SPACWOS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INOICATCO,RCOUCC ANCHOR SPACING 13,5 9S e - - - 13 93 63 5 4 - - - OS 9 5 4 - - - BY MULRFLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FALTERS, 14 103 1 55 45 - - - t/ 85 55 45 35 - - REDUCED SPACOIG OBTAIIED USING FACTOR SHALL NOT BE LESS THAN MIMMUM ACING INDICATED FOR EACH ANCHOR TYPE. 13-D" 14 12 - - - - ,•• 14 IIS 7.5 6 5 - - 12 9 6 4S 4 = = - FACTOR 0.5 0 - - - - - t0 7.5 5 4 3 - - 7.5 55 4 3 'AA< TAPCON WITH ADVANCED TAPPER + 12.5 e.s - - - - - tT 9 8 4.5 4 - - - 93 7 5 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING g 6 95 6S 5 - - - - 0.5 7.5 5 4 - - - p3C7ANC£ _ _ _ _ $ p E,D, MIN.SPACING-3' MIN.SPACING-3" MIN.SPACING-3 1/2* MIN.SPACING 3- 3 3/4- 4' 14 i2 - - - - U SOS 7 SS - - - 11 9.5 5S fs - - - 10 73 - - - - 9 7 4.5 3.5 - 7 S JS 3 �E W POURED CONCRETE& PoIFQD a1aErE COkFEtE BLOCK POURED CONCRETE& POUFEP CONCR &KAA'4:D tC ax4 IE I3pac CONCRETE BLOOK CONCRETE OLOCK CONCRETE BLOCK •1Ax ED.•2 1/2' 115 8 - - - - 11 9 55 4S - - - 9 8.5 4S - - - I'IV ( u!N F�L.S Ut2 E0..3!/2`idtt E0.2 t/Y WL fA.S 1 M1.E4.•3' w`L E4.•31 7.5 - - - - 12 9 6 - - - - 9.5 7 14.51- - I- - 3• f A 0.00 1.0 0.78 1.0 0.84 1.0 15,_0` 14 - - - - - 73. to 65 - - - mti g s - - - BIa1bE WORKING 9 - - - - - a5 6.5 + - - - - 63 s 3 - - - - I�NA,� UNISON ♦ z 2- 0.81 - 0.51 1.0 03 0 5 - - 8.5 6 s - - MAS` 2' 0.71 - - - 0.51 - t1b Os 55 - - - - - 9 es 4S - - - - 7 3/4' - 0.91 - - - 0.43 - 46'-0" t - - - - 123 9S 6 - - - 10 7.5 s - - - - - T 1/2' 035 - - - 0.35 g - - - - - 0 5 4 - - - - 6 4.5 3 - - - - 9.6 - - B5 7 5 - - - - 8 6 4 - - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone, ,jwiA'�,.li A,Tj/ij�= 02017 TRTECO,INC. �`20BERTHA EASTERN METAL SUPPLY,T!A �1T` �,icF,y .C. �9 OSSA R A o t L ECO .NG. ,� Accordion Shutter System a HV. 9-ADE$1 W�OR W10 HN. WNOOW HhDE : American Shutter Systems 4EV.Nn DESCRIPTION OATC CMV.I W. L.C. TILLIT TESTING & ENGINEERING COMPANY Assoclatlon Inc. I OLD 15-035 7/27/1 OarE: 07/27/17 i 6355 1LW.36,A.St,fila 305.%IRDR"W,WADDLS,PILMOA 3316 ! rir rr' Q� Phone:(305)871-1630.Fox:(305)871-1531 4268 WestrOOCIS Drive 2 DRAWING ND =SLS0RI��c lA -E91NOG4671g1-ni West Palm Beoch, FL 33407 3 N-•••••[ . `,1! 17 PSALTER A TTUJir Jr.P.E. 4 -107 Y7YWT t, FLORIDA Uc./44167 y SHEET P.E.-SEA {t9' DATE 4 13 OF 20 MAQMUL4 ANCHORS SPACING Tin.! SCHEDU4 FOR FE OR A GMN MAX- SHUTTER SPAN A D DESIGN NEGA7RE PRESSUREt���'t�1ij CORRE',�jj'ONDING MOUNTING TYPE FOR CONCRETg OR CONCRETE BLOCK INS f tA, Ai1ONS (SEE UWM NCS 1,J.K&L ON SKM 7) Pouf CONCRETE POURETS CON CRETE BECK ANCHORS SPACING L_r. NWAGIM D t WASK OVER B I TRENCH I J RAINGUARD MOUNTING awAt/FLGOR MOUNTING (:/WALL/YtALK OVER MOUNTING SPAN .,_MOUNTIN 0 TAPCON OR 00 1601 DEM NO;=PROISUIZE KM= &0021 Is Illi ppam runtyASD'am KWK POM g04 DEM umms MM Iwau w TAPCON WITH ADVANCED 30 40 60 75 90 120 160205 JO I 40 60 75 120 120 160 205 30 140 100 75 90 120 160 205 30 AD 60 75 90 112011601205 THREADFORM TECHNOLOGY 1+ 12 f0 9 e 8 6 6 t2 112 112 112 112 11.5 6.11 OZ 7 7 1 7 7 7 7 7 5.5 5 5 5 5 S 55 5 ALL POINTS SOLID-SET 3'-O' i} t2 10 0 8 8 8 8 12 12 72 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 0 5 5 S 5 SLUE TAP OR LESS 14 12 10 0 a a 6 8 12 12 12 12 OS 8 0 4S 7 7 7 7 7 7 7 85 S 6 S 5 5 5 3 5 14 12 10 8 8 8 8 8 12 12 12 12 12 !o 7.3 6 7 7 7 7 7 7 7 7 S 5 5 s 5 5 5 5 TAPPER+ 14 12 10 9 B 8 6 6 12 12 12 12 IS 85 65 5 7 7 7 7 7 7 55 4 5 S 5 5 0 5 5 4 4'-0� "17' 14 12 10 9 tl H 6 6 12 12 12 12 12 5 7 5. 7 7 7 7 7 7 7 7 S 8 5 5 5 5 5 5 t 12 /0 9 8 0 6 0 12 12 12 95 a 8 4.5 3.5 7 7 7 T 7 7 6.s S 5 5 5 9 5 S 5 5 14 tZ 10 0 0 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 T SS 6 S S 5 6 3 5 5 i} 12 tQ 8 8 8 8 8 12 12 12 t! 9 7 5 4 7 7 7 7 7 55 4 3 5 5 S 5 5 S t 3 t4 12 t0 0 8 8 8 6 12 12 12 12 10 75 SS 4 7 7 7 7 7 ) 7 7 5 5 5 5 5 S 5 S 14 12 10 9 8 8 a e 12 12 a5 75 6 4S 35 - 7 7 7 7 7 7 5 3.6 5 5 5 5 5 5 5 4 tf i2 10 0 8 8 0 6 12 12 12 0,5 0 6 4.5 - 7 7 7 7 7 7 55 4 5 5 S 5 5 5 5 4 'k SEE ANCHOR 14 ix 0 9 8 B 6 6 12 12 15 0 7S 55 4 3 7 7 r 7 7 4.5 35 - 5 5 6 5 5 4.5 JS - SPECIFICATIONS t4 !2 i 9 8 8 0 0 t2 12 12 10 8 6 4b 3.5 7 7 7 T T 7 7 T 5 5 5 5 5 6 5 5 ON SHEEP 13 14 12 10 9 8 6 6 6 12 12 8 6 S 4 3 7 7 7 7 7 5.5 4 S 5 5 S S 5 4 3 i4 t2 t0 9 8 8 0 6 12 12 10 8 65 S .7$ - 7 7 7 7 7 6 4,S - 5 5 $ 5 5 5 45 - 14 12 10 D a 8 S. 6 12 12 10 8 B.5 S 3.5 - 7 7 7 65 5.5 4 - - S 6 0 5 5 4 3 7-0' 14 12 10 0 0 6 6 6 12 12 ,2 8 5 7 S 4 3 7 7 7 7 7 7 7 6 5 6 0 $ S 5 5 S 14 12 t0 0 0 b 6 8 12 10 6.5 5 4.5 3 - - 7 7 7 7 65 5 3 - S 5 5 5 5 5 3.5 3 14 12 f0 9 8 8 e 0 12 12 0A 7 55 4 - - 7 7 7 7 7 5 - - 5 5 0 0 s 6 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 8 - 12 12 85 7 SS 4 3 - 7 7 7 55 4S 3 - - S 5 0 5 45 35 - - PSF A.S.D DESIGN PRESSURE 8,_0. 14 12 10 9 8 8 6 - 12 12 05 7.5 6 4.5 34 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER f4 12 f0 9 8 8 8 - t2 0 B 4.5 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 4 3 - SCHEDULE #3. SHEET 1 T 14 12 t0 9 8 8 6 - 12 tt 7.6 6 6 .75 - - 7 7 7 75 6 45 - 5 5 5 S 5 45 - 14 12 10 0 8 a - f 2 15 75 6 0 JS - - 7 7 65 0 4 - $.-0. 14 12 10 9 a 8 - 12 12 9.5 8.5 55 4 3 7 7 T 7 T 7 8 3 $ 5 5 S 5 6 S 9 14 12 f0 9 8 8 - 0.5 8 S 4 35 - - 7 7 7 6 5 35 - 5 5 5 5 5 4 J i4 /2 t0 9 B 8 - 12 10 &S $ 45 - 7 7 7 65 SS - - 5 5 5 5 5 4 - 14 12 t0 9 8 B - 12 OS 7 5.5 45 35 7 7 S 4. 3.5 - - 5 5 5 4S 35 - 1O'-0'14 12 10 0 0 8 - 12 11 8.5 6 5 35 - 7 7 7 7 7 7 45 - 6 5 $ $ 5 S 0 45 ti 12 10 9 8 8 - 95 7 4.5 35 S 7 7 7 SS 441- - 5 3 5 5 45 35 14 12 10 9 H 0 - 12 9 6 5 4 - 7 7 7 6 5 - - 5 S S 45 5 14 12 iD 9 8 B - 12 9S 6 5 4 1 7 7 5 4 3 - 5 5 5 4 35 - - 11'-0"t4 12 10 9 8 H _ - 12 10 7 5S 4.5 3_5 - 7 7 7 7 7 7 3.5 = 5 5 S 5 6 5 5 4 BLADE �'''y( 14 12 1D 9 8 D a5 85 4 4 3 � 7 7 6 . a 5 6 5 5 . 3 -' k:1 N ♦ 6✓LA D E ONLY ti 12 tO 9 8 8 - ii 8 55 4 - - - 1 7 7 6.5 45 - 5 5 5 S 4.5 14 12 10 8 8 11.518.5 05 4S 3.S - 7 7 4.5 3.5 - - - S S 43 3.5 J - 12'--D*14 12 f0 9 8 - - 12 95 8,5 5 4 3 - - 7 7 7 7 7 6 3 5 5 5 5 5 5 45 3,5 14 12 i0 9 8 8 6 4 3 7 7 55 45 35 - - - 5 S 5 45 4 J - 14 12 t0 9 B - 10 75 5 4 7 7 6 5 - - 5 5 6 5 4 - - 14 05 8 6 4 3S - 7 05 4•S 35 - - - - - 13'-0" IS 85 6 45 35 3 - 7 7 7 7 T 4.5 - - 5 S 5 5 0 5 45 SS 14 12 10 9 8 7 55 35 3 ) 1 5 4 3 - - - S 5 S 4 3 - 14 /2 10 O 8 9 7 4.5 .75 - 7 7 SS 4.5 - - - S S 5 4.5 4 /4 12 10 9 ^ 10 75 5 4 3 7 6 4 3 - - - 5 S 4 3 - - 14'-0'14 t2 10 9 - - - 0.5 H •5 4 35 - - - 7 ) 7 7 7 4 - - 5 S 5 5 5 S 4 3 L4 12 1D 0 - 65 S 3 - 7 7 5 3.5 - - 5 5 5 4 - - t4 t2 H, 9 - - - - 6.5 65 4 - - - 7 7 5 4 - - 5 5 $ 4 - - I 12 10 - - - - '-=:- 9 7 4.5 35 3 - 7 5.5 35 - - - 5 5 35 3 - - 14 12 1010 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 a 5 5 5 4 3 15'-0° 14 12 10 - - - - 6 4.5 J 7 7 45 3 - - - S S 4.5 35 - - - t4 }2 10 - - - - 8 0 4 - 7 7 5 - - 9 S 5 4 - - - - 4 12 to - - - - 55 4 3.S - 7 3.5 35 - - - - 5 5 3S - - - 16'-0� 14 12 10 - - - - 9,6 7 45 35 3 - 7 7 7 7 6 3 - 5 5 5 5 4.5 JS ! 12 iq - - - - - 6 7 8.5 4 - - - - - 5 5 4 35 - - !} +z +D - - - 7.5 ss .s - - - - �, - - - - 5 5 45 - - - FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone " ., 4� 02017 TILTECO,INC. (82017 EASTERN METAL SUPPLY,INC. y •.' n� BERTHA H �4 s . -�- _. A.S.S.A. i 11. E C O N�. Accordion Shutter System H.v. r�aoE iii w/0R w/o H,v.WINDOW eIaDE /,j,•} 1t TILLIT TESTING & ENGINEERING COMPANY A17191'iCan Shutter System$ ,N 0l3C91MiaN DATE O9A'78t By'. 4C. vUff Association, Inc. I OLD 15-085 7/27 1 a 07/27/17 6353 H6'.3Ffi.St..Ste,3001 vMM!`nA GWDOt51 FLOROA 3316 4268 Westraads Drive z pRAVlING Na Pt-:(305)671-1530.t'a4:(305)871-1531 n /. d 4-mua:mlec60od.com West Palm Beach. FL 33407 3 L•E�S�'�14`!! Ell-WALTER XCT0406719 W J,.P.E 4 17-107 FLORIDA Uc,j 44167 5 SHEET P.E. StSCfSrvA%RE/DATE 6 14 OF 20 i MAXIMUM ASD DESIGN PRESSURE RATING. (p,s.f.)_AND C RRESPONDiNG MMIMUAd ANCHOR SPACING tin,•a SCHEDUL FOR A GIVEN MAX, SHLOTER SPAN. NFa,ATIVE A D DESIGN PRESSURE BATING AND A_CORRE.$PONDING MOUNDNG TYPE. (SEE UOULRINGS ON SHEETS 16 4:17). SOUTHERN PINE No. SPRUCE PINE RPRUCE PINE SOUTHERN PINE No, 2 W/ MIN. Gm0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH t/2" MIN, COX 2 W6 IAN. WJ o, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 vt/ MIN. G=0.36 PLYWOOD `p50 W/ MIN, G=0.43 W MIN. G=6.36 NAX4NH Scut(a) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS G.O. WALL 110UMINC5 S.C. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINC5 W W& x IN& x P & 0 5&V S&Y S&V oety RTAra RQi1F[Xab(A) M>m 1 ora RLSkF Fn}Y( fIILR ema R}�RE iXlL(9 eE4A etGca ikc(d} R48 RDDs mL�4ff[Qrt tp� sa amGtl fdudE tf�fi eOt(!} ff1}EDca a>S4cs¢uK i�$ f9z 4£K=- RM plj ku am we mm we w"a maw M=WMA"t;w 30 40 60 75 90 0S 30 40 60 75 90 OS 30 d0 60 75 90 05 30 4q 60 75 40 OS 30 tq 60 75 90 OS 30 40 60 75 90 q5 30 44 60175190 OS 30 d0 60 75 90 05 30 40 C>D 7S 90 05 30 40 60 75 90 05 '-p'OR 12 14 TO 9 8 8 6 6 616 6 6 12 TQ 10 9 8 8 6 8 6 6 6 6 12 SO i0 9 8 8 6 6 6 6 6 6 6 5 a 4 4 3 12 12 S1212 12 12 t2 12 12 12 12 t2 12 12 12 12 4'-D' 12 1111 - 9 8 9 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 e 8 8 G 6 fl 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 f2 12 9 8 8 B 6 6 $ G 5.5 12 10 10 9 8 8 8 6 6 6 $ 5 t2 10 10 9 8 7 6 6 $ 8 5 B 5 4 4 4 3 12 t2 t2 i2 i2 t2 T2 12 12 T2 12 72 12 8° I2 0 6 6,5 6 6 B 6 5.5 4.5 12 14 10 9 8 5 6 8 8 .5 S 4.5 12 10 10 9 6 3.5 6 6 8 6 5 4.5 6 5 4 4 ,5 - 12 12 f2 12 12 12 12 12 12 12 12 t2 IQ 6.12 9 6.5 4 6 6 8 .5 4.5 4 12 10 t0 9 5 3 8 6 6 5 4 3.5 12 10 10 7 .5 - 8 6 6 5 a 3.5 $ 5 4 a - - t2 12 2t2 i2 t2 i2 t2 10. 12 t2 t2 0.58.5 7.5 12 7.5 45 3 6 6 6 5 d 3.5 12 1p I0 8 3.5 - 6 6 5 .5 35 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 2 12 12 r2 12 11 9.5 12 12 1.9 B 7.5 6.5 g•_q' 12 5 3.5 - 6 $ 5.5 .5 3.5 3 12 10 9 < . - 6 6 4.5 4 3 3 12 IO d } - - 6 6 4.5 4 3 3 6 5 3.5- - 12 t2 t2 12 12 t0. t2 12 T21119-5 8.5 t2 12 10 8 6,5 5.5 1p'_g' 12 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 a ,5 3 - 6 5 - - - 12 12 12 I2 1.510.5 12 12 12 10, 8.57.5 12 12 9 7 6 5 11'-0' t2 - - 6 6 4.5- - - 12 t0 4.5- - - 5 S.5 3.5- - - 12 t0 - - 6 55 4 - - - $ 5 - - - f2 12 t2 12 7p 8.5 t2 12 12 9.5 8 7 12 12 8 6.5 5.5 4.512•_0' 12 - - ^ 6 8 4 - - 12 Iq 3.5- - - 6 5 3.5- - - f2 10 - - - 6 5 3.5- - '- 6 5 - - 12 12 12 1.59.5 8 12 12 11 8.5 7 B 12 1.5 7,5 8 5 4 12 - 6 6 - 12 10 - - - 6 4.5 - - - 12 7.5 - - 6 4.5 - - - - 6 4.5 - - 12 12 t2 0. 8.5 1.5 12 12 10 8 B.3 5.'s 12 Ob 7 5.5 4.5 4 14'-0' 12 - - - 6 5.5 - - - 12 17 1 - - - - 5.5 4.5 - - - - 12 7 - - 5.5 4.5 - - - - 6 3 - - - 12 12 12 9.5 8 6 12 112 19.017,0,10 a.5 r2 9.5 8.5 5 4 3 15'-0" 12 - - 6 - - - r121- - 12 - - - - 5 - 12 ii 9 7.5 5 12 12 6.5 7 6 d t2 9 6 5 4 16'-e 12 - - - 6 - - - - I2 - - - - 5 - - - - 11. - - - 5 - I HV BLADE OR 1 HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON+ • S.I, AnORS a USE FOR MADX W CH SMEII 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD Form SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N0.2 W/G-O.55(N.OS) - 1/4'0 TAPCON ANCHORS.AS WHUFACTURED BY LT.W,8UI DEX W/WNWULI MMU04T AS INDICATED AT -DOUGLAS FIR W/6-0.50(N.O.S) EACH SECTION ON SHEETS 16 It 17. -SPRUCE PINE FIR NORM W/0-0./3(N.OS.) ELCEPTIM.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(tLOS.) -UIN.1/2COX PLYWOOD(1986 APA) 2,ANCHORS To HOLLOW CEILING SH"BE AS PER UOUNRNG TYPE U,SHEET 17 AND SHALL CONSIST OF LAO SCROWS AS PER RDS 2015 SPECIFICATIONS. a.ANCHORS SHALL BE INSTALLED FOU004 ALL OF THE FMCC ME14MTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. AAAAAAd�U,r,.,,� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone: L11sit``j�- �,•••.,� 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC, 1 'wic Ns ., .� BERTHA HVTM : w 1.wtw.. A S A Accordion Shutter System * I L E C IiMC. . . . . KV. BLADE#1 W/OR WHO KV. WrNDOW BLADE `•'a' Arm � . TICCIT TESTING & ENGINEERING COMPANY ,American Shutter Systems CV.11DESCRIPTION DAT[ aRAxN BY LG �d lr Association, Inc. 1 OLD 15-085 7/2T/1 wTE 07 z7 t7 r \� 6355 KW.361h S1..Stn 305.WTCL'{10.CARVERS.FWR71A 3316 4,26$ W89tr000Ss Drive 2 �Efiemet--;' \ Pnona:(30S)B71-iS:A.rax:(305)871-15Ji DRAWING NO ••.•,,,•.• 1 s-mo1:61tae00aoi.eom West Palm Beach, FL 33407 3 �'^�O7 -S/dNAI' ����111 EO-0006719 4 • YA i WALTER A TRLR J,P.E. rr.1441 1 FLORIDA U./44167 5 SHEET P.E. S6Zj'SifMAYURE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & o HV* BLADES AS APPLICABLE MAX, SHUTTER A + d L— d ST L IONS T W00 I N 8 E 1 LY S WALL FIwsH LIMIT0 TO 105A S S S GN PRESSURE RATING, SHEEJ 1.9 FOR -MAXSP ') 1/40 TAPCON OR A.S D SIGN ESU I F d E 1 A WO K U G IN SO TAPCON VATH ADVANCED THREADFORM TECHNOLOGY -..� 1/4-0 TAPCON OR WI 12'Min.PENETRATION `. { TAPCON VATH ADVANCED THREADFORM TECHNOLOGY r _ ,f 0(UXCD AREA TO ' W/ 1 1/2•Uin.PENETRATION OF THREADED AREA TO EXISTING 1 4EN.SEPARATION 'I EXISTING WOOD HEADER. 1 I+ i WOOD HEADER,(SEE SCHEDULE ON SHEET 15) 1 TO CLASS(SEE I I ---OOR g `1 i •, r rev (SEE SCHEDULE ON SHEET 15) /`.} i t/4"O-200Jc"S.S.MACHRIE SCHEDULE ON SHEET SCREWS W/1/4"-20 NUTS 11 FOR WADE OVID I o <Lltlilt 12 CR(� m 12'O.C. ( ON SHEET 19 t. EXISTING FOR q t'M • I 1 « I � r iftri���' EX1stNNd ) arucs(D r,4� . a cuss t WALL OR 1 H E FIN I I 3�`IrN1OPTIONAL `'' .} v WNL EX15TI'Nd MIN. "�FINI$W I I �1t1111t1Y11 1 OR� 2'x4'VIC 0 OR� EXISTING 1AIN, 1 HEADER REOLI REO 1 OR l'9' ( 2'x4'WOOD I iNNUII 1 r \ EXISTING £ iu:4 SEPtRARCH '( 1 3 HERDER REOUIRED 1 I + t t l '1 ' 1/4'0 TAPCON OR TAOLD WITH ADVANCED i{ +1 t 1, :j —THREADIF M TECHNtl400r W/ 1 1/2" _ 'I X11 '0 IAfn.PENERtAT1AN OF 7HREApEO AAFA TO OLASS—y E IX7ASS(OBE' tT tiXi.Ss.PARATiON TO CLASS I I �t`. il� 1 EXISTING WOOD HEADER, i f 1 FOR IX!t)E fD U EXIGSTiNC (SEE SCHEDULE ON SHEET 11) �._• Iyt` 1,i:. +I ?\ (SEE SCHEDULE ON SHEET 15) CPI SifSamyEET t0 FDR '"'y t` j' c 'y ~`�-2'x4'CONT.SILL 1 RAGES I&0) 1 tI PLATE REO'D. &HV WALL HEADER INSTALLgTI &HV WALL HEADER INSTALLATION ION ( HV WALL SSiLL IN TIO ON EXISTING 1 MM.SEPARATION TO GLASS1 1 MW.SEPARATION TO GLASS 1 GLA55 i 1 EXISTING - EXISTING(SEE SCHEDULE ON SHEET 11) i (SEE SCHEDULE Ott SHEET 11) 2 4' MIN.SEPARATION TO CLASS W000 P�IANTE l�(SEE SCHEDULE ON SHEET 11) 1 1 G a GIA55--E cTNecscatv5.s. 1/4'DHE x3/4'S.S. B USING if4O NUTS I .! t+A„•'t11NE SCREWS Wf I SII 1 U 1 --.t , 4"-o NUTS O' 12' t 2"O.CU FFIINISH1#o.c. M=7 OR(iJ8I CONT i 1( 1 \_ —Eq II, J;t WOOD PLATE i.! l; I I L {'` 1 •I+'11�� III sr REWO. ( t 1,•+1 1 ti 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR l'. { t,t I I I+s/1 fit: :i', ` THREADFORM TECHNOLOGY W/ 1 1/2' •: 1 !/ 4it:U +�11+� I`.SILL PLATE MIn.PENETRATION OF THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCED I 7 EXISTMd WOOD NEAp(3T. THREADFORM TECHNOLOGY WJ 1/2' t r �: �4 ;! 1J4 o N V4TV1 OR CEI I-SE' +,REO'D. JJJJ l (SEE SCHEDULE ON SHEET 15) tit t „'I j11 ,yjl Mfn.PENETRATION OF THREADED AREA INTO PLYWOOD `��`I tHREAOFORM TECHNOLOGY 1-SEE ASSE1tcLY TICA]SE ( 11+ 1 I 1�WALL FINISH (SEE SCWEDULE ON SHEEI 15) EXISTING MLN.2'x4• M]N.C07� ..(. STUDS O) 18`O.C.lAAX, 1\PLY1700p REO'0, W/ 1/2'Mfn•PENETRATION OF 2-MOUNTING SECTIONS CAN 1/2"RIM.CDX PLW4000 REO'0• STUDS PLYWOOD 70 @E WALL FINISH"'-- THREAdED AREA INTO PLYWOOD COMbINEO IN ANY Y4AY TO � 1SiiNC MIN.2'x4'STUDS q IB"O.C.MAX,REq'0. ATTACHED TO STUDS IN (SEE SCNEt%TLE ON SHEET 15) SUIT ANY INSTALLATION. til HV. WALL SILL-INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH (� WITt1 SECTION 2306 OF THE F.B.C. SECTION 2308 CF THE ti✓HV WALL SIL INSTALLATION SEE LILtpAT1014$OF U OF P HV WAL SIL,LINISTALLATION F•B•c. BLADE 1�p oN SHEET 1R FLORIDA BUlLDlNG CODE(Mon High Velocity Hurricane Zone' LIEItA�`Lr` Ty�� �„ 02017 TRTECO,INC, Q'J 201T EASTERN +�MEjTAL�.�SUPPLY, INC. R4y1+ T Cf� BERTHA HA ■■ TEA �tcFtis�;•. —�— A■ ■ ■A■ Accordion Shutter System T�Tco �N�. tLv RADE yt w/OR w/o Kvw1tnow MADE "p; C��/� TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems Ey,H DEsurPnmN DATE DRAwN 9r: Lc. A SF; Association. Inc. + OLD 151-065 7f27 1 DATE o7/z7/17 6355 N.W.36n,.5L.St..30.'1 Y.AMU GAAMM RaWA 371E Pwo:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 0A�1 kA �Y No a-moa:021 0.0.00"+ West Palm Beach, FL 33407 3 -DRAWING(' 107 VJ -t(,``V�44 WALTER A.TILLR 44 P.E. 4 �(i, FLORIDA Uc./44187 S tj�tE� 1P.E, S &X29 DATE s 18 OF 20 I i i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV SapEfl)ONLY SHALL BE LIMIJED TO 195,0 psf. A.S.D. DESIGN EIRESSUR NG SEE 19 FO X WALL FINISH SPAN SIG OR ST T WITH D & OR I G U SO T44'a TAPCON OR + EO fOW. TAPCON WITH ADVANCED 4'x6'(Efin.j EXtSritiG '�-.--'it THREADFORM TECHNOLOGY WOOD DEAM REOUIREO. !l ilJ� rCOGE(IF APPLICABLE) t I&-lin.PENETRATION t 4'E-20x3 4'S.S. STRUCTURAL ADEOUACY A ''i' t �•--•.••--• ` OF THREADED MEA TO / / OF ESDSTING WOOD BEn. t t 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY a -- !% T^ t EXISTING WOOD HEWFA. 7-talo• MACHRJE SCREWS REGISTERED ENGINEER OR• t 4 EXISTING WOOD (SEE SCHEDULE OiJ SNEEf tS} 1 Wf t/4'-20 NUTS ARCHITECT PRIOR TOO-�'ry�—EO ..- TRUSSES OR � 3 2+I O.C. SHUTER INSTALLATION, 1/2' t/2' RAFTER O.C.REDWRED' jj t „y tft'a TAPCON OR — ��i5 TAPCON YJRH ADVANCED +% EXISTING SOFFIT THRE'ADFORM TECHNOLOGY •/, i j I r �" S/d'Max.THN. I�\ t T/r Min.PENETRATION tax EO` Etl•« 'xd'x1 0 CONT.ALUM.TUBE "' I i OF THREADED AREA TO EO' 'ED S.M.S.f4� I G08S T6�AU.OY)Wf OPTIONAL IXt5T6JG WOOD HEADER �/ / F2 0`O.C. SCSI iRAFTER ORCTRU gt0 (SEE SCHEDULE ON SHEET 15) (Uj or Q or 15 I 1 1 or 1©or 1�5 i LOCATE!AG SCREWS AT v I } I i MIDWiDTH OF EXISTING W000 MEMBER,(2'Min.NOMINAL EXISTING MIN Yx4' t OPEN HOLE AT EACH EXISRNG-"'( HEADER R£d'D WROTH)WJ 2'Min. CLA55 1' MIN,SEPARATION TO GLASS EXISITNG i STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) I 5/18b LAG SCREW AREA VAUD FOR CLASS j AT CENTER OF TUBE, INSTALLATIONS WITH 72pet I I I + MAX.A.S.D.DESIGN LOAD AND MN+%PrFR+Gtt ( EXISTING I ASN 11FA UX" �+ 0'-0'MAX.SPAN.THIS HV WALL HEADER INSTALLATION „T�'�� LAss TO OAM at511 n INSTAL.AnoN I$ONLYVALID FOR WOOD W/MIN.SPECIFIC 1 at sdxr,x 0R ti Cid,4 040 CRANTY OF 0.50 AS DOUGLAS R tvus47&moi I M:ESOhQ) ♦ FIR OR SOUTHERN PINE No.1, +-SEE SHEET+rOA TYPICAL SHUTTER ASSEMBLY ) OR OR EQUAL, x-uoUNnnO SECTIONS cw coUt+EDHV CEILING INSTALLATION IH A10WAY To SUR Aur DJSTALLATIDN. U V CE LING IN T 0 AT,,GAAW� -^-�!OR®♦ I MIN. I I I MIN. SEPARATION To GLASS .snNG , SEPARATION ) ) (SEE SCHEDULE ON SHEET,1) ExGLASS. I a1 SHMr 19 ra $ To GLASS I I EXISTING _I t Gllss\I aAos¢o-�t I(ON1ESWEEETTDIT) I I 1 1 i jANC HOOK ExlsnrJc WALL 1/E' I LOCATION AT 3/8 IAN" HEX GLA. } } FINISH i{ . -r-- 3/EO. �W#AS` R4HEAD TEK i( I DECK REOUIRED Max. ��� SCREWS 9 12'ac (NO FINISH I (___) 13 OR 2'x6'M N.WOOD DECK RECIARED(NO r �_.� ---- ALLOWED) FINISH ALLOWED) t ` I.1 t� I EDGE OF DECK I 1 2' -- / Or —��, �—EDGE OF DECK DECIF APPLICABLE ,.J- E:O"- APPll(CABLE _ J ----'-'' lF APPLICABLE *„ 1, 1/a`a^20x3 a S.S. _"' _..._-- ,..�.--•O •- ..._.- `I I 1` }III 1/4'6 TAPCON DR PHILLIPS TRUSS HEAD 2'-MIN. ��; t ,I, .J ;i'I �,I, TAPCON VlnH ADVANCED LDn' MACHINE SCREWS �— -. 1/4'a TAPCON OR TAPCON WITH ADVANCED CONT, tit THREADFORM TECHNOLOGY W/ 1/4--20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN, I SILL PLATE + 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM t ! V!/ I 142'Min. PENETRATION 0 12'O.C. / (AIN. PENETRATION OF THREADED }REO'0. 1 I OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'lin.PENETRAr.ON OF THREADED AREA TO EXISTING W80a HEADER.(SEE EXISTING WOOD HEADER, AREA TO E)aVNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) �, (SEE SCHEDULE ON SHEET 15) ♦SEE LIMIT dF USE FOR l^/HV WALK-OVER INSSTALLATION �V HV WALL SILL INSTALLATION vILr sD *HV FLOOR 1NSTALI.ATION FLORIDA BUILDING CODE Non High Velocity Nurricone Zone ,...•'^•..., 4A 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. HVTm I�E C OI Nc. AI. ■al .A. Accordion Shutter System KV MADE#I W/OR W/O N.V.WINDOW RADE i2_ ?7� American Shutter Systems Ev.N DESCPIPnoR DATE DuwN eY: LD 71LLli TESTING & ENGINEERING COMPANY Association Inc, 1 OLD 15-085 7(27(1 DATE 07 27/t7 �j(A'.�.'�' .:•q"•A� 6355 N.X.36M.St.SW.305,Y.AAWA CAMEn.FLDRAIA 331 ! / Phone:(305)871-1330.Fax:(305)671-t$3, 4268 Westroods Drive z ,1A '_o]: 17-107 Im.cooeoi.eom West Palm Beach, FL 33407 s DRAWING No S�QtiaL WALTER E �` 1 ER_CdD67,D A 71LLR Jr.P.E. + P.E. SEAL/SIGNATURE/DATE F ORmA Lc.p x187 s SHEET 7 OF 20 EN—D--INSTALL HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 21.-wN."M mas r[G'o, Y.s•wu.WaGO 2•.4•ave. mos Koro. 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Facra nox a H'oc un arrai.•rr, ., arm.uac SEE UA}ATIONS Or USE FOR rlr wx. • ar Weir +xx vr•,volvart T f .' i � ,p ra,auc 67uo 4 i RUDE 1 ON SHEET 19 11 FGAR..0 a@6 I 1h•ux w''- t� •)� I �... i I� C -- - - I _ 1 to �t'�0.1 10 (DOR W I{. _ 4 -G.s�•o7-}-(a+f}-: 1 ru>rwa» 3,•uv.WOOD wu -�•a t7 tri 3 C- oa43ta�to 3�'yylEw ' `.,. Im+;N Q.,a•'{$•'✓�'�,�'-V' - �^iLOS ItCO'n, I''•t3'-�J'tY-�J'�L+- .[.`••7!3 t ta•1�3 Ca•O(I- 'L G'0' DETAIL X END CONNECTION FLAIL 61' END CONNECTION DETAIL 12 r//'""""'-�• FLORIDA BUILDING CODE(Non High Vetocity Hurricane Zone 31+�wA�+ ., • 02017 TILMCO,INC. 020t7 EASTERN KETAL SUCPIY, INC. aiCEAiSF..,wy BERTHA VTM Accordion Shutter Sy stem 1-7 ■ to 86DE � w/OR w/o Hv VANUBLADE On— A■�■�.A • Amerlaatt butler S sfams r6F? Assoclaflon,TILUT TESTING & ENGINEERING COMPANY Y R atsCRlPnoN orrz Inc. 1 OLD 15-085 7/27Jt OaTC: O7/27jt7 635511M.M!,SL.Ste.305,"=M GARO]b.FLavaA 3318 lun PFwne:(305)871-1530.For:(305)871-1531 4268 Westroods eDrive 2 nr�ntt♦ uvt, ,ti ,, r-mm:liteceaeoleoro West Polm Beach, FL 33407 3 DRAWING tNo �sVlyFYFY�•4•�G`•' WALTER A.T�i11A J..P.E. 4 7'-t V7 FLOwA LT.0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 18 OF 20 fneL LAIR TIA ONS AND CONDITIONS OF USE FOR BERTHA A O } M (A0Ry T UIJNIqON 11 ' 10 Y 1 1,MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P.S.T. 2.M.SHUTTER SPATt 96' 3.ALLOWED MOUNTINGS:A 0,0 A H ON SHEETS 6,7:AS WELL AS MOUNTINGS M.0,T,U2i��2s W�1�Cg�ON SHEETS t6 A 1777.�2.. {¢J ONLY A CEENDTEA ATESA SYMRETRfUt.BALLOWED WITH OR OPG�NCR1AYOtR.TH CASE Of OPPOSING CA1'OUT,p�71ALIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER E. TYA.EA.END • • • • I rr ♦r\ rr r 5.(A)W WANDO'N BLADE(9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3*6 HOLES)FOR©PER BLADE AT SPAM40S SHOWN ON SHEET 4. MAX 5 NDOWS a • s rr rr r OBF)�3.0 ROLE TOR CLEARANCE 01 SHALL BETOP OR BOTTOM EDGE OF KV WINDOW BLADE W ALLOWED WINDOItTkDE � (� (C)FIRST oRBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV I I • , r• r WINDOW BLADE _ rP (0)HV WINDOW BLADEt©MUST BE USED ALTERNATE TO A SOUR HV MApEQ r THROUGHOUT SHUTTER'S WIDTH. r TES SHALL ALWAYS BE INSTALLED ADJACENT 1D A SOLID HV 'o • • • - r• r BUM10E 1 AT ERHER SIDE OF THEM. tfA SEE END (Fi POLYCARBONATE 114 N1tllOOW SNAIL BE LYSTALLEO SO TF TABS FACE CONNECTION a t t t ♦ ♦ E INTERIOR OF THE OPENING BEING PROTECTED.HV WIHOOW MUST BE DETAILS ON SHELT5' f • r"` ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. NC. 20.41 HE T 15bo ♦ 6.SLY ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME t 8 d BUILDINGS ON SHEET 15.AS UUITEO BY SPAN AND DESIGN LOAD(SEE NOTES P P A 1 A 2 AGOVE). HT� rte' URED CONCRETE 7,SEE OR CONCRETE BLOCKUWALL aONt SHEETS12A 13 A5 LIMITED BY SPAN AND DESI(RI LOAD(SEE ROTES I A 2 ABDYE). D.RUHIMUM SEPARATION TO GLASS SCHEDULE,PER AM E-1806: spa I(SEE PLAN FOR REOUVtEUENtS) D H Lt50� ryp IOP A BOTTOM s 7 t49NO ZONE MBtIMUM SEPARATION TO CLASS NUMBED VAOTH 1 THRU 3 I. TION LTM SEPARATION To GAss EXISTING CLASS ELEV� "�` 11 fM BLADE a) 4 8.15' _ __ AtT1 av TH15 SHEET Raz BiADF5MA 0 51P. 1 I l 4,40 AffMW19-4QpQP 21M � 1 \ Isyu' Y� S RI—CENTEANAATES If (w1sx �\ W/2 Da um W/o (SE A ABOVE) ,r PLAN. TYPICAL C7 yV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A` SHUTTER* FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' \AA ........ •• .,•9 02017 TtLTECO.INC. 02017 EASTERN METAL SUPPLY, INC. s1�Q Er sF BERTHA t TM TIL. ECO „N�. Accordion Shutter System H.v elaDE,gt w/OR w/o H.v WINDOW MADE -o�. American Shutter Systems Ev.H pEscmp EON oAn DRAWN BY: LC. N�}p��D� (, TiLLR TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 1/27/1 DATE: 07/27/17 ��••• F • v ,• ew N.w.]stn.sl.,sN.:aa.%ipCNu1 WRCENs.Fl.IX76u 3�t6 Phoae:(305)871-1530.Foo 1(345)671-1531 4268 Wastroads Drive : DRAWING No a—m E$La87pooLoom West Palm Beach, FL 33407 s 17-107 7T07 r�'�. rr• WALTER A TILUT Jr.P.E. A P.E. SEAL/SIGNATURE/DATE -19 FLom4A Lk.p 44 07 c SHEETOF 20 INSTALLATIONS WZ G) HV BLADE & WV CENTERMATES �i2,000*Mo.. 14-15", TDE�0 VARIES Q Mon,0-60 S AT STEEL 2'Max. INTO METAL STUD WALLS uEra.sruos AT 16•D.C. E 43b ' --- -- _!0 6 D.C. 40 41tw. t S - --- .47 3 '� L T F U 3a 114"o NOMINAL ALUMINUM SLE VE Q R 6063-T5 ALLOY 1 3/A'•6,/4'.0,015'z I.Gn, 6'O SYSTEM INSTALLABON 10_METAL SMID WALLS CANT.GLLV.STEEL TRAOK 0HA�4iE..S e 6`O.C. @ 6.O.C. , ! ASIM A-GS3 GRADE 10 1, 6-GD SEPARATION TO GLASS,_,g,�HE�UL!< � �.--3,003• aALVAIlIZEa FASTENED 10 SWOS ! MOX. w!(23�G.1/2`TEK SCRL•WS ON EXST114G FINISH jg S. MAX. A.S.D. DESIGN PRESSURE RATING: t75, - 75 (psf) INTERIOR&EXTERIOR rACE A5 APPLICABLE , I o� 2. MAX. SHUTTER SPAN: 64" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a1c LENGTN + !' EXISTING cuss LAIN.SEPARATION 3. ALLOWED MOUNTING. MS ON THIS SHEET. TO GLASS (SEE SCHHEDUL.E) 4 '� 43 'L4"O-•20X3__ROLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T THRU 3 1" I ") m WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE a USE 0 (2} 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ! 3/A'x 0 1/4•x 0.035"TMCK u- EXISTING FINISH I T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373"I CONT.QALY,sTEE1 TRACT(CRANNEL. AS APPUcAeLr N, I CENTERMATE. ASN A-651 CIRCE 40 ton.0-60 OALVAtIIZED FASTENED TO SR 1V/(2)Y6x1/2•TEX SCREWS ON 43e 430 lNTER:OR&EXTERIOR FACE `m 6`O.C. In 1/4"0-20 THREADS :''•1y'T. ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C _1_/A!0_ CO CO $TRACTION 1/2' 12 -38 CENTERMATE 21 APPLICATION WITH BLADEQ1 PRODUCTS FQ.R-LDH HO - 43b COMPONENTS 6•. 1;IT/2',0.315"•THICK —:vniD�s:' 0 6" O.C. Min.AS A-Gs3 GRADE 40 ",2.,(Aaji,..,, Min.a-eo Gut 16,STEEL0 r .':i MS WAL HEADER SIL INSTALLATION METAL STUDS VT 16'P.C. Min. ••! —ExISTMG FaNi$T#AS APPLICABLE SCAT-E: 3f8•= 1• (TYP.TOP&8OTTOM) """L'� --V —•—..�� �'- —-� f 3Ia•i 6 1/4'x 4A35.7HtCK Min. �EXISTINC GLASS _ j - CONT. GRAD TRACK CHANNEL. f- t (/ASTM A-653 657 CRAaE 40 Min.0-60 J GALVAN7Z€D FA^sT£ttEO TO STUDS " I SYMMELRYCAL "I I SYMMETRYCAL I I I W/(2)�Bxf/2 TEK SCREWS ON "433 436 43c I ' ' ; ' MIN.SEPARATION VARIES = IN POR&EXTERIOR FACC I " CENTERMATES. VJ�.. '; ;`' ' :° f ;CENTERMATES Wl : I 0 '•5"'.J TO GLASS z ' i i '-i {.: ••i .I I -•N 1 (SEE SCHEDULE) Mox. I I 4 .' INTERIOR ACCESS ;QE." EXTERIOR ACCESS SI ' --- -------'G•{T1?.)__---'- ------ ----- --------------------'------- --IN -- - ----"----'"---":_Z "{6"Min.) ---'IN -- 4 -------------I J --"---"---".'--- ------------------ - -------------------- - ----- -------- _,---- -- ---- ;-=_ -- -- -- ----- -- -- -- - �� -- - --- - - -- -- ------------------- ----------- ----- - -- ---- - . - ___- - --- ---------------. --- -- - - 1 z)42 21 21 21c !�n 1 LocA o 1�_ HV HEADER/SI ENDS- - --- J --- - - --- - - - VIE Y 12 _ 3 1/a nyP) J(6"Min.) i 24 SIDE CONNECTION TO TRACK G 1/2"(TYP.) 7•— 7" 6 1/2•MAX.SLACK ** (cont') fly-A HVB BLADE-SLACK DETAIL_HVF1I�C FLORIDA BUILDING CODE(Non High Velocity Hurricane tone' p.TlC��T 02017 TILTECO.INC. 2017 EASTERN METAL SUPPLY,INC. EPOS �� _ A A x�i io I�7N to i�TM _ r � L � Accordion Shutter System 1 LMC707,N 7. ■ ■ ■ ■ H v. eltoE{/1 w/OR w/o H.v.WINDOW aADE • American Shutter Systems 1EV.H DESCRIPTION DATE DRAem By. L.C. TILUT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 x155 N.W.1a1A.SL,ses.:oA 1tRc:nu OAwss,Tloaw 15"+6 `ti` Ph—1(105)671-1510.Fa.:(105)071-1511 4266 Westroods Drive 2 DRAWING No tV L� a-maA:Wlxa9edxam West Palm Beach, FL 33407 3 •'..'�x' ''..�ORIa?:���5",L ED-OOCGT,6 17 107 �SQ 44 WALTER A.TILLIT R.P.E. A P.E. SLRL� Aitl�EJDATE FLORIDA U.8 44167 a SHEET P.E. OF 20