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HomeMy WebLinkAboutProduct Approval (3) T BCIS Home i Log In User Registration i Hot Topics Submit Surcharge I Stats&Facts ( Publications Contact Us ' BCIS Site Map Links Florida yCr.�Product Approval FMS;-USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail " FL# FL1850-R11 Application Type Revision Code Version 2017 CL Application Status Approved Comments Archived U LLI Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209.8263 bfeeley@easternmetal.com m Authorized Signature Bill Feeley Irodriguez@easternmetal.com 0 rn E U- C--) Technical Representative Address/Phone/Email LLI U 1yry CL- a Quality Assurance Representative Address/Phone/Email H U) Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Regi is eyed Architect or a Licensed Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. R Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckle (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 1111 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes DRAWING 17-103 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 Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 Rii AE AMERICAN SHUTTER SYSTEMS ASSOi loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPO Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum Interlocking blades retained by trac (Combo) - HVHZ- Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max. span is 13'-2"for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HVi blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS, INC. indicated on schedule #1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. t1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by trac 1 Only(HVHZ) - Drwg# 17-122 and bottom)for storm protection its of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ: Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 Rii AE AMERICAN SHUTTER SYSTEMS ASSOi locking rod configuration fog the HVi blade, 8'-0"for+64, -72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf,for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Nett Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::'Privacy Statement::Accessibility Statement::Refund Stateme 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 4 Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.' provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal addre provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please c Product Approval Accepts: ECheck M d Credit CarI L:FNFR,41 NO S�' 1. BERTHA HIV.ACCORDION SHUTTER.SYSTEM WITH H.V. BLADE#3 W/OR'W/0 H.Q.'WINDOW'BLADE#3 SHOWN ON THIS PRODUCT;EVALUATION DOCUMENT (P.E.D:) HAS BEEN VERIFIED OR COMPLIANCE IN ACCORDANCE WITH THE.2017 (6ih EDITION),OF THE FLORIDA BUILDING CODE.THIS ACCORDION'SHUTTER SYSTEM.MAY BE`INSTALLED.'AT HIGH VELOCITY HURRICANE.ZONES. . .. .. OESIGN.1VINb LOADS'SHALL BE. .DETERMINED,AS.PER SECTION 1620;OF THE ABOVE.MENTIONED.CODE, FORA BASICv WIND SPEED REQUIRED SY'THE JURISDICTION WHERE SHUTTER WILL BE:INSTALIEO WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED'-THE MAXIMUM(A;S.D.) DESIGN•PRESSURE.RATINGS INDICATED'ON SHEETS S 6, 7, 8,& 18.. IN ORDER,TO VERIFY THE ABOVE CONDITION; ULTIMATE DESIGN N7N0:LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S;D. DESIGN WIND-LOADS BY MULTIPLYING THEM BY 0:6 IN ORDER TO COMPARE THESE W/MAX. (AIS.D)DESIGN,PRESSURE RATINGS INDICATED'ON tSHEETS;5,6,Z, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P;E.D,.AS'TESTED.WERE NOT OVER.STRESSED,W.33 %�INCREASE IN.ALLOWABLE STRESS'FOR WIND,LOADS'WAS ANALYSIS:'A.WINO LOAD DURATION-FACTOR CD-1.60 WAS USED FOR'VERIFICATION OF FASTENERS,SPACING IN WOOD. TABLE OF CONTENTS. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH,H V,,BL'ADE.#3 W/,OR W/0 H.V.,.WINDOW BLADE #3 ADEQUACY'FOR•WIND.AND IMPACT.LOADS HAS BEEN'V_ERIFIED.IN ACCORDANCE WITH SECTION'1626'OF THE ABOVE MENTIONED CODE AS,PER AMERICAN I TEST`LAB-OF;SOUTH FLORIDA REPORTS: AREA 1: 'HV'BLADES n 8C UAI -CH.V.<BLADE'#3#0403.01-08 W[TH ADDENDUMS#3& #3A,,DATED'4/30/.14;0825:0,1 10 (WITH ADDENOUM#2, DATED 4/30/14),1220.01=1% 1209,0'1=10:8x:0422!02=14, GENERAL NOTES. SHEET 1 AS.PER PROTOCOLS TAS-201,TAS 202&,TAS=203, LARGE MISSILE: SYSTEM COMPONENTS. 1-21 SHEET 2 -CH.V;BLADE,#3 WORKING IN UNISON WITH lA`H.V.'WINDOW BLADE#3 00829.01-98 WITH ADDEMDUM 02,DATED 4/30/14 AS PER PROTOCOLS TAS=201,TAS 202&TAS.-203, LARGE MISSILE. SEM'COMPONENTS. .22-36- SHEET 3 •, TYPICAL SHUTTER ASSEMBLY. SHEET,3A H.V. BLADE#3.AND,(9 H.V.WINDOW BIADE #3 ARE ENGINEERED.TO_WORK.IN UNISON WITH EACH OTHER UNDER THE GENERAL LIIJITATIONS AND CONDITIONS OF USE •- - "INDICATED ON-SHEET IB: .: -. ..,'�' ' - ` ," -•'. AREA,2@ HV BLADE C77.AND HV WINDOW B D" (tA� 2. BERTHA ACCORDION,PINS;33,034 35 OR-ALTERNATE @,:SHALL 8E'AS INDICATED ON SHEETS 3&4, USED AT'BLADE'S KNUCKLE.ACCORDION PINS:32_ USED AT HV DIRECT . MOUNT SHALL BE AS INDICATED ON SHEET 3..PINS SHALL BE 410-HT MINIMUM SERIES-STAINLESS STEEL SCREWS WTTH''173.6 KSI•.YIELD STRENGTH AND 18,7.4 KSI TENSILE STRENGTH, ,(INHERE APPLICABLE) PINS SHALL BE COATED?M'BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY.APPROVED COAiING�APPLICATORS•,REGISTERED WITH TYPICAL SHUTTER'ELEVATION & NOTES ON.LOCKS. '•SHEET 4 AMERICAN.*SyUTTER SYSTEMS ASSOCIATIOIJ, MAXIMUM SPAN TABLES. _ SHEET,5• 3.ALL ALUMINUM El(TRU$IONS SHALL BE ALUMINUM ASSOCIATION 6063-T6:ALlOY AND;TEMPER; WITH Fy 27;1 kei MINIMUM (UNLESS.OTHERWISE NOTED). ANCHOR SCHEDULE-CONCRETE SHEET;6 ANCHOR SCHEDULE-CONCRETE& BLOCk� .SHEEP 7 4.ALL SCREWS TO BE STAINLESS STEEL 304,OR 316 AS['SERIES OR CORROSION RESISTANT COATED CARBON'STEEL AS PER.DIN 50018 50 ksi YIELD STRENGTH AND 90 ksi.TENSILE STRENGTH ANCHOR'SCHEDULE- WOOD, HEET 8 & SHALL:COMPLY W/FLORIDA,BUILDING CODE•SECTION'2411.3.3.4., INSTALLATION DETAILS S 1=6.-CONCRETE,&BLOCK SHEET 9 5. BOLTS 70 BE ASPM,W-307 GALVANIZED,STEEL, OR;AISI 30$SERIES STAINLESS ST'eEL WITH 35 kINSTALLATION DETAILS 7-9.-CONCRETE'& BLOCK SHEET 10si�MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 10-METAL STUD- SHEET 10A 6. SEE SHEETS 6,&''8 FOR ANCHORS'SPECIFICATIONSAN OIFFERENf`SUBSTRATES._ INSV DETAILS W/:HV,CENTERMATES®& 14 SHEET 11 Z THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A.0 S. PATENT#6779582:COMPONENTS OF THIS APPROVAL ARE_COVERED, IN WHOLE OR IN PART BY U.S.,PATENT INSL,DETAILS W/HV 'T'LOCK CENTERMATES t &C9 SHEET 12 45 #58779 ISSUED YD'WibN.METAL SUPPLY.INC. INST.DETAILS W/HD•CENTERMATES Q,'®.-&; SHEET 12 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO•VERIFY•THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 'END CONNECTION DEFAILS 1-6-CONCRELE&-BLOCK SHEET A3: CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES YHICH'REMAIN,THRU FASTENING IN CONTINUOUS,CONTACT WITH THE BUILDING'.TO PREVENT'WIND/RAM.:INTRUSION. INSTALLATION DETAILS iW-6W-WOOD SHEET 14 INSTALLATION'DETAILS'7W-10W -WOOD SHEET 15 9: EACH UNIT MUST BEAR;PERMANENT'LABEL IN A,VISIBLE:'PLACE WITjJ;WARNING;NOTE: DURING.PERIODS OF HURRICANE WARNINGS,HOME OWNER,TENANT,-OR OTHERS;MUST END CONNECTION DETAIIS� 1-6-WOOD SHEET 16' PROPERLY CLOSE ALLCENTERMATES ANO ENGAGE OR LOCK ALL LOCKS' •AREA NN TI WINDOW BLADE.n ONLY: '10;.SHUTTEA.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 PLACED FOR EVERY OPENING. LABELING TO'COMPLY WITH stcTEN 1,769.9.2 OF THE'FLORIDA BUILDING CODE: TYPICAL WINDOW BLADE&WINDOW DETAIL 'SHEET 17 1-1..BERTHA H.V.ACCORDION SHUTTER,STEM VY_ITH:HJ. BLADE#3 W/,OR W/0,H.V..WINDOW,BLADE#3 INSTALLATION SHALL COMPLY WITH SPECS.INDICATED IN THIS'DRAWING PLUS TYPICAL SHUTTER ELEVATION "- SHEET 18 ANYWBUILDING"AND ZONING REGULATIONS PROVIDED BY THE;JURISDICTION WHERE PERMIT i5 APPLIED TO_ 12.,(a)_THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR-A STTE SPECIFIC PROJECT: i.e.'WHERE•THE SITE CON DM NS 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.ED:,'PROVIDEO'HE/SHE DOES NOT TIEVWTE FROM THE-CONDITIONS.DETAILED ON THIS I7000MENT. CONSTRUCTION SAFETY AT SITE 1S THE CONTRACTOR'S RFSPCNSIBIUTY. THIS DRAWING SHALL ONLY BE USED TO (o)THIS P.E.D.WILL BE CONSIDERED INVALID.IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN. THE STATE .OF FLORIDAO (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,ANDS WHO WILL BE'RESPONSIBLE FOR THE PROPER USE'OF THE P.EO ENGINEER`OF'RECORD,ACTING AS A_ DELEGATED ENGINEER TO:THE P:E.b. ENGINEER SHALL., SUBMIT TO THIS:LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ' (e)ORIGINAL:P.E.D.SHAM BEAR THE-DATE'AND ORIGNAL;SEAL SAND SIGNATURE OF THE PROFESSIONAL ENGINEER,OF RECORD THAT PREPARED,IT:. FLORIDA BUILDING CODE (High Velocity Hurricane Zone . Q201711LTEC6;INC.,(EiicwEERINC), ©2017 EASTERN METAL;SV_PPLY, INC.; 1, G7, ..., BERTHA_HIF A.S.S.A.. Accordion, phutter System a ] t FLv.'9 ADE.#3 Wlg2 W/O H:V.N7NDOW R" Ame' icon :Sh ifter Sy0ems REV.Na DESCRIPnGH DATE I DRAWN BY:,LC. TILLIT TESTING 'i ENGINEERING COMPANY A � ; 5356ti.W}sh sr St..ros NRGIh'U GARDENS FLDPibl 3316 Association Inc. t. :66.,s-Del Dr�=5/17 DATE-. 7/26/17 8'� -- `o Pharo (aos)e7i-,ssD Fax; 426WesroodsDrive(305)fi7i-1s3*1 z O'• eat oI bIt De de West Palm Beach, FL 33407 } DRAWING NO >rn �0fi19A ti 1 ®00067,9 —1 /-•'^�"" Mq. \/iJA1 WALTER A TICCIT Jr.4; 17 Q3 E. .4 ;SHEET EL DATE FLORR)A u..g-4416 7 s 6 1" .OF 18, -1.917 :873' ,� .tiio' m �Ojo• r� 1.915' ;its'o 4:37Y 297 XB3= ,083' L6e2*- •0. i _ ^.Sa' ]f miAtW.lvvav f5' A60- i' 1 -.08]' - 1.9i1' :1x5'-OSA 691 iEADE �/-0.34�' o -- $ m -fr"'7G - 1. I �n). 11 T' 7.000-ma.. .IOO"-• Oar: .OE7' o ® O ost" o ofio' :St..0 0. 3 $ H h 0.16f 7a o 0r334�) o. ~9:594'- ...071' .DS' .061 .060' o 670 - n�w O HV.BL'ADE#3 °`a� .1.IB J �.�� .670 67o iiu 060" .7.684" -gt _)464'- 1.718' 1IB4. O.o) 1670 II ' 5.000'MAX 3:520` Srvg1g•- 2207 _ �SSRo?•� 'O,5A.ALUMINUM ANGLES 1A HV.WINDOW BLADE.#3` less •:SEE LIMITATIONS OF USE 2 HV HEADER �3 .HV B.O.TRACK' .4` HV HEADERISILL 4A HV V B4O:.HEADER/SILL QUALIFIED FOR.USE''W/ HV FOR BLADE®AN SHEET 18 QUALIFIED FOR USE W/,HV UUALIFIEO FOR USE W/ HV O O - BLADE 01 _.BLADES L,1 'BLADES.1 QUALIFIED FOR USE W/HV :QUALIFIED FOR USE W/ HV 3.556' Q Cq s, Q,'®' BLADES Q_;® BLADED .670 7.226• 3:226' -Q`5 670' '.r Dv0 7617° 1 �X� ' 1 .n •063` � .. .�g�. z.�1/A% �vsv; '' (TYP:) n ooy �0�4• 062' .: 072.. o, a g.. '" fro n 2 2A 0.125,' NM.X MIN.Y NIH; 1 3.352IM 2-d 12' ---2^•092' •�~ +�. .072.' .072.- _ I ' .J.226' .1174' 4.436•. i - - `t-9t8'�-.1 -0 X01 ?q�Sv: j - .- r� - - . 3' 3' 0.090, 1' 0.062' 1' O HV DIRECT'MOUNT �X~ F 6 HVADJ FLOOR TRACK' O AV•ADJ ADAPTER WL LIP O HVWALK=OVER TRACK QUALIFIED FOR USE W/ HV '10' HV 901180* 12 'SIDE ANGLES UALIFIED FOR USE W/.yV" QUALIFIED FOR,USE,W/ HV QUALIFIED FOR USE W/,HV BLADES_7<�,� ALIFIBL"ADES;II)51(jl '11.: 'CORNER POSTS FIe ADES( BLADES Q BLADES'1J-,® BLADE 01, - 0.73 I.ss'.,o.t2s"*r QU E W/ QUALIFIED,FOR USE(�W 'HV ."� HV QUA SE W/ HV lye `1y NEOPRENE SPACER BETWEEN. `B('ADES 1 :660' CENTEftATES/SS.PLATE Qi, ' 0.75'Y7:9SAO S0 •f�4'=20x1 4.576' THK JOf Ad S.S.. 745' 2:293' E 2:293• ..i45' �• FLAT BOAR - (2)7/4'0=20 AIES FOR SA1ISH�D THREADED IE;CAST - ' (2):1/,I/ f 0r20x]/- S6.ATS.. HOU591G=TEL 7%4'-20 Gy-p\ (2 TV.) BAXED,PANTED 1HNFADED IE CAST ry HOUSING'ENAMEL Q•D, $ I e3 a. % ...•N 00:3180 1:940' :378.. '6T7(ED PAIRED' -706" �e?. f. I g. abq• '/ _ lel i _ .875" 1.940• :318• ESS T- .062 KNOB. ,� a7s 4 o: - .:318' � T ... 1_325' .0.214" .615' ID,45'. �(1)S/16 0-16-Hbu,FOR(1):/16.0-16x,1-5/8- r GRASS'UMDER 1 (AD) N.V.S.S.-THREADED THUMB SCREW IR/'ACETAL HFN i &.KEYS(CHROME .• .BRASS CYUNOER 13 HV.CENTERMATE �4 HV FLOATING CENTERMATE S:S-SALT WATERIOCK 492 1.412' ELATED) (CPRONE PLATED) UALIFIED FOR.USE W/HV QUALIFIED FOR''USE W/ HV 16 QUALIFIED FOR:USE W/ HV ssa` BLADES (gP BLADES,(Di9 BLADE 01 �o8J�•t X1.56' e1�� H.V.LOCK H.V.'EGRESS LOCK 4.045 7 1:753 .321' 0.334 - QUALIFIED FOR'USE-'W/'HV OQUALIFIED FOR USE VA/ HV' BLADES(D,@, n. COMPONENTS ' 14 �1y r I { 6063-T ALLOY AND TEMPER HV MALE"T"LOCK: 4226' ezz SCALE 3/8'-1" HV A ALE"T"LOCK. vsq L-z 7s& t 6" CENTERMATE; 19 ?� HV"T"LOCK CENTERMATE` PLAN FRONT'ELEVATION QUALIFIED FOR USE W/W OUALIFIED.FO. OR USE W/ HV "20. ,J"CL"IPfOR'T"LOCK-CENTERMATE. QUALIFIED FQR,USE W/ Hv BLADED BLADED' BLADE:1' QUALIFIED FOR USE V/ HV BLADED ,FLORIDA BUILDING CODE (High 'Velocity. Hurricane Zone' �(,11- A: 7I��T, Q2D,tj TILTECO.'Or (EryGPEERINO) 02017 EASTERN'METAL SUPPLY,'INC. BE RTHA.H S"'. Accor i o . utter stem Y,.. H.V.,BLADE#3'W/OR VJ/0 H.v1M '' NDUN 131A o#3 TICCIT TESTING& ENGINEERING COMPANY American Sh♦utter Systems REV,He _ 'DESCRIPTION: DATE DRAWN BY:L.C. STA '6355 N. 36th s6.ste.305 MROiNIA G{FOETiS;.RCW0.1 7S(e A$$cclotlO�i Inc; 1 RD,ii D61, o7nb/,A DATE 07/26/17 • Phcfi - (305)871-1530 F x;(305)871-157E 4268 Westroods Drive 2 �• ��� a-1n?1 tataE000a.e m" DRAWING No West Palm Beach, FL 33407 3 Z •"J,U� •••'`• ,ttv, WALTER A�LLTI'�Ji.P:E;. .4 7 :1,Q3 r�Of/ r � FLORIDA uc.1 44167 5 SHEET P.E. 16kA fiE'DATE 6 2 OF'18 .zss -71 , 11917 .917•. ;q '. � CYIJNOER OR • a x,/ m .12" ri KEY CYLINDER. •,.063' .063• .214. m ". - •� _ __ - Q. - m• � - • i � An, - a' 37s'-soe m^g oo m i zs 12"LOCKING'ROD Q 6® 6"LOCKING ROD Q, CENTERMATE 23 HD'CENTERMATE 24: HD CENTERMATE'S (� O; O_ � HD � $ � o QUALIFIED FOR USE W/ HV .QUALIFIED FOR;USE V1 HV W/LOCKING"ROD W/NO LOCKING ROD INSERT. 804• y h;o BLADE:l BLADE(D .QUALIFIED FOR USE W/ HV QUALIFIED FOR USE'(N/ HV QUALIFIED FOR USE.V!/'HV 'BLADE 01 BLADE01 BLADE TNUMBTURNMNDE2 =INSTALLATION WILL REQUIRE A OR KEY Q/16{.66,HOLE DRILLED AT TRACKS.FOR PROPER CYLINDER EAIBEOA(ENT 118"MOY, By.REGENT'.HARDWARE-MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOD BOLT LOCK. 60AUFIED FOR.USE W'_Hy BLADEQT ;`. 0.321' I x/16 7/a•6 - .. 173 . .475•'LQ n (I�/ NYLON WHEEL 1 4'0 37se S d 9�6 ELEVATION,A .320'0 27 HV 714"0-20.AIS1304 SERIES �'HV 318"0-16 ACETAL 28 HV LONG RECESSED 29 HV SHORT RECESSED 30' HV NYLON HAT 31 HV WHEEL CARRIAGE' S.S:'THUMBSCREWS THUMBSCREWS NYLON,BUSHING NYLON BUSHING! WASHER AISI 302=303-SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE:Vj/ HV BLADE T BL'ADE'D ..365 0 .365?o 400'd .365".p i ,500,0 E ;G.20f• .,63.0 :,57• ' 20C4 o, COMPONENTS (CONTINUED) r= Z, N,LS 1D 48 x2 3 4 W 8 HD,. #10-18"2 3 d W31 8 HO, n. 32'HV'DIRECT 33 HV PIN'(a�BLADE 34 HV PIN(Cp O 35 .HV PIN MALEKNUCKLE $6 ALTERNATE PIN MOUNT PIN # / / / " / # (� 13 le ,.1e iz ,23 • (W BLADE B (a.(31).. #.14-74x7 3/4' W/ #8 HD,. W/ HV,HD f¢ARKING'W/ W/',{1V HD NARKING W/ #1.4-14.x2,3/4 W/ #8 HO, #70 T$,x3"!N/ #8'HD.. W/ HV HD MARKING DACROSHIELD COATING' DACROSHIELD COATING VJ/•H)l.HD,'.MARKINO:W/ W/ 4" HD MARKING.W/ (SEE.DETAIL,X ,SHEETS 13 & DACROSHIELD COATING 'OACROSHIELD:COATING 16) Vlf DACROSHIEILD COATING acr+++i�sio (High Velocity- Hurricane, Zone 02017 TILTECO,INC.(ENGINEERING),. FLORIDALQ �O©2017'EASTERN METAL SUPPLY.INC. - i` ��RIDA :BUILDfNG. BERTHA �p "v_CENs�, •��1 HVR- ICECOAccordion Shutter S stem•A■S S.A. American 5hut#er:Sys UMS lax Nom¢Cp ION /Q o E- W ]� TICLIT TESTING k ENGINEERING COMPANY Q.• � _� 6355 N.W.36N sl:5b. OS VIRGIIW GMOEHS'FLORiDA 3x16AS$OCiG110[II Inc. 'i' om,is-o9� 07naii' DATE;o7/za/i7 • Peon. (05)871 530 , J . .(305)871-1531 4268 1Vestinads Drive -z Ri9� k+ ,1� O -moT 11tecoo oPcpm West.P.olrp Beach, FL 33'407 m DRAWING.No •° '1 ONA hG 4, Y/PLTER ALL T'r.PX .. 17-103 P.E: SEAtf ATIJR9%DATE. FLORIDAuo.1,94167 s SHEET' 6 3 OF. 18 iI:I I'I I`I II Ilj II III lid ®OR Iil III III Ilj jll III i I !,I o.o ® 0.o EXTERIOR EXTERIOR EXTERIOR EXTERIOR ' '. .r , n nl 11!11 �' 11111 i i '(9 11111 ri '® 11111 11!11 ' . I I I I i \__02 ASSEMBLY'AT . ASSEMBLY'IN BETWEEN: ASSEMBLY'AT 31 ASSEMBLY'IN BETWEEN 31 ((DGO EVERY OTHER INTERIOR KNUCKLE) (QGO.EVc'RY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24' LONG:NOMINAL PINS.ARE USED* WHEN T' LONG NOMINAL PINS ARE USED SCALL 1/4-m.l- •THE HV.BINS&'BUSHINGS ARE PRE—ASSEMBLED.JO KEEP BUSHINGS ON THE PIN.A NOMINAL'0.275'0_D: x 0.1130"I.D. x 0.072`THK. RUBBER RING.IS PLACED OVER THE.END:OF THE'SCREW,,THE RING IS LEFT ON THE PIN:WHEN INSTALLED INTO THE,KNUCKLE-S SCREW BOSS. r 1�T3 �n y� FLORIDA BUILDING CODE (HgI Wiocjty "urn-cone 'Zone, f1 �yA I'1,./� 02017.TILTECO,'INC:-(ENGINEERING) ,0.20,17 EASTERN METAL SUPPLY, INC. ti �rT r = BERTHA HNTM 1 �,�CEysF �y h IL E C O,N, A. ,S,A, Accordion Shutter S;ysfem ' ri Shutter 5 v BADE..43 w/OW W/o H.v WINDOW MAC TILLIT TESTING & ENGINEERING. COMPANY. AR'f,B,COO yatems REV., _ scRIPnON- - DATE DRAWN sY:,Lc. .6355 tM 36th S6,:'SIa.U5 MRO6:U G6t0'M%n.OR6u,3316 Association, Inc I ,6-w, m/2en7 DATE o7jzs/I7- Ph6 (305)877 1530 F&,•.(305)871-1531 -411268 WeStroOds Drive .z 'e-mit GliecP®aoicom West Palm 8eoch FL 33407 •s DRAWING. No ,rf �4R1D�.n rS�,�` E8 0006719 1.7-10.'3 ,. •irs�' •• V\ ��11! -WALTER A:�TILUT Jr'.P.E. 4 - .. ONf•� � . EGRaA u:g<atfi7 P.E. S .6 $HEFT 6 3A:OF 18 NOTES ON HV, HV. "T".:AN'D. �HD:...LOCKS .AND CENTERMATES: VALID ONLY FOR INSTALLATIONS WZ HV (f BLADE APPLICATION Mf HV LOCKS AND�CENTERMATES: 1.MANDATORY CONDITION it: ONE HV,LOCK•k or l',3 or,07©SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY 10 roRh�4,'-(1:4i 19 aR :�4� 10 SPAN.OR 12'ABOVE OR,BELOW 1/2 OP SHUTTER SPAN FOR SPANS UP TO.156',AND FOR INSTALLATIONS AT ANY 11 -.II YI ( ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL;STUD,S .EN'LOCK V or®or©'MAY BE USED AS AN INSIDE OR 12 o �(.,�,p„Z,�;y�q o 12 OIfTSIDE LOCK;.'ATTACHID TO'1l or.(9 CENTERMATES_W/(2) 1/4'-20 z 1/2'LONG FLAT'HEAD S.P. M.S.,LOCATION OF 17 _ LOCK SFWl BE AS INDICATED ON TYPICAL SHUTTER'ELEVATION.USE OF LOCWNG ROM66 W/0AND(7 -IS:COMPLETELY"OPTIONIL 21 MANDATORY'CONDITION i2-FOR INSTALL;kTIONS INTO METAL STUDS: ONE HV,LOCK V7 or(F_61-or l]"SHALL BE SHUTTER SPAN o USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN'.OR 12 ABOVE OR BELOW 1/2 OF'SHUTTERSPAN FOR'SPANS UP (SEE•SCHEDULE 18 18 TO 156AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT;FOR INSTALLATIONS INTO`METAL STUD; HV LOCK 15,or ON SHEET 5) IC6)or Q MAY BE USED AS`AN INSIDE OR OUTSIDE LOCK ATTACHED TO Q_or-3151CENTERMATES W/ (2) 1/4'-20 x: 1. 14 1/2'LONG FLAT HEAD S.S._.M:S. LOCATION OF LOCK',SHAO..BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE PLETELY MANDATORY.1/2 OF`SHUrrER . 16 •(11 NSTALLAD LO WAN 0 16. .3. MINI)1.It OF SHUTTER SPAN FOR P - 1 " ATION�. ONE HV LOCK 1 or 16 or 17 SHALL BE .OF LOCKING RODS t6 W/Q OR ''TOP AND BOTTOM IS COM NS - O (1 HV OR.HO LOGITS OR. 3. MANDATORY F SHUTTE PAI`4 R ANY 12 IABOVE R BELOW,�j 2 OF SHUTTER.SPAN FOR,SPANS UP / _ R ANY 5 AN OR 2 ABOVE NAY BE INSTALLED.12'ABOVE 'J TO.96 AND FOR:INSTALLATIONS AT ANY ELEVATION, HV LOCK, or 1�o["�MAY REUSED AS AN INSIDE OR. OR BELOW MIDSPAN OF OUTSIDE LOCK,ATTACHED 70,'03 or 4 SYMMETFtICN.CENTERMATES W/'(2)'1/4'-20.z 1/2'LONG FLAT HEAD_S.S: 7. SHUTTER: M.S.LOCATION OF LOCK SHALL BE AS INDICATED,ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING.RODS W/ 7� OR; 'TOP AND BOTTOM 1S COMPLETELY MANDATORY; If 4. OPtthQcN;AL..SANDTTION Al* IF'DESIRED,.'FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO H�V. LOCKS 16.;V;OR 15 MAY.BE USED AS AN INSIDE OR.;OUTSIDE LOCK.CONNECTION,OF`LOCKS 70 CENTERI,fATES l'.i' SEE END ' CR( SHALL BE AS INDICATED ON NOTE 1 ABOVE CONNECTION: .` .. LOCATION OF LOCKS SHALL BE AS IND GATED ON TYPICAL SHUTTER ELEVATION. DETAILS ON / SHEETS'10, 13 16 TMP,FULL if I ` * APPLICATION W HV "T" LOCKS AND CENTERMATES: -HEIGHT. .:. OoS03 6 T.pRa, --. oR®ap,�oR®tOoR �I T. VAUD-ONLY FOR NV''T' ilrr' .AND GEMERMATfS AND Aa � ONE''ALTERNATE HV'T`LOCK,'Ln1 MAY BE INSTALLED;IN LIEU-OF OTHER.LOCKS FOR ANY SPAN AND INSTALLATION AT OF CENTERMATES ANY'ELEVATION.ALTERNATE�L'�'OCI`(,(21 MAY BE USED AS AN.INSIDE OR:OUTSIDE LOCK.ATTACHMENT OF LOCK,2�1) NUMITED WIDTH _I INCLUDES'USING 'J'CUP @,'AS SHOWN ON SECTION 15. SHEET•12,.WHICH''MUST BE CONNECTED TO CENTERMATES a A-V W/'1/4'0-20x1'S.S.MS• INTO A 1/4'0•X,5/8'RNNUr. LOCK.MAY BE,INSTALLED„AT'MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW'MIDSPAN. USE OF TWO.LOCKING RODS,®or `TOP.AND BOTTOM IS MANDATORY. TYPICAL n H.V. BLADE #3 SHUTTER ELEVATION. * APPLICATION W/ 'HD LOCKS &.CENTERMATES: N'Si- 1.'TNIRO ALTERNATE.TO fJANDATORY CONDITION*1 VALID FOR HD LOC* W/(2)HO CENTERMATES'fLOR�Y pR SEE LIA1 TA ON S EE USE FOR, +•231 W/-IU; I� ONE ALTERNATE HD LOCK .MAYBE USED IN LIEU:OF,OTHER LOCKS FOR ANY,SPAN.AND_INSTALLATIONS AT=ION. BLADE A ON.SHEET'1B. ALTERNATE HD LOCK 0.MAY DE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK TO E44 IS W/(3)If8 ' -x 3/B'F:H.S.S;M.S �AND INCLUDES REINFORCEMENT INSERT AS SHOWN•ON SECTION'18,.SHEET�12.LOCK MAY BE INSTALLED"AT"MIDSPAN OR 12 MAXIMUM BELOW-OR ABOVE MIDSPAN.:USE OF LOCKING RODS-@ or`�'IS.COMPLETELY OPTIONAL. FLORIDA BUILDING CODE..(High 'Velocity .HUrricone 26hel fj. ®2017+D020bLTECD,LtiCs:(ENG)NEEwNO020bEASTERN METAL'SUPPLY. INC. .......s� BERTHA HW4 L 'Eco N G. �l:.&S.A. K� aio� Shutter SyNDOWW-gste Ac n S e ���///A� MADE W/O wit fV// .YJ I AmBflCan SFIUI ler SySfeMs REV.No DESCRIPTION DATE DBA\`M BY:LC. TICIJT TESTING.8 ENGfNEERING COMPANY. LATE OF r Association, Inc.. I ow.15-Wj o7/is/t7 DATE:07/26/.17 `. �y `� 6355'N.W 36th,S1.,Sl 305 NRGNMDARD�:S;rLCWM•3716 I Phone (305)871 1530 Fax:.(305)871-1531 4268 Westroads Drive 2 1y a-mmi alta®ol;oom (West Palm Beach, FL 33407 3 DRAWING No �1 Ee 0006715, 2 7017A \7���'• .R'ALTER A.TILUT Jr:P.E. 4 �_�O.J RE. SERC/§I(i481`&E/DATE FLaaon u .9 40167 6 SHEET s 4 'OF 1.8' NOTES: _ (1)L+:MAXIMUM ALLOWABLE`SPAN.FOR A!GWN POSITIVE&SD DESIGN PRESSURE if "L—:"* t tt' ft tt tt i RATING. t, MAXIMUM SHUTTER. SPAN L+ OR L= * (ft.) MAXIMUM SHUTTER SPAN .L+." OR L—$* (f l.) L��MAXRIUM'ALLOWABLE SPAN FOR A GIVEN NEGATIVE ASD•OE9"PRESSURE, FOR INSTALLATIONS W/ 1QQ HV BLADE. 0 FOR INSTALLATIONS W./ ( HV BLADE. A (2)GROCEDURE T0.DETERMINE MAXIMUM SPAN FOR.WALL:MOUNTINGS(TOP/BOTTOM)OR Fl-OOR/CENNC POURED CONCRETE,CONGRE,rR BLOQK _ t FOR METAL STUD INSTALLATION§ ■ GIVEN"E .0.OFSTCN PRESSURE RATING,DETERMINE MAXWIIN SPAN 1+'FROM MA)CIMOM AND WOOD INSTALLATIONS.? MAXIMUM GIVEN A'NEGATME'v A.SB:"DESIGN PRESSURE.RATING,DETERMINE 1LIXIIAUM.SPAli.1` A.S:D. A.S.D. 'FROU SCHEDULES. .-,.. . PRESSURE "WALL MOUNTING FLOOR/.CEILING MIN.SEPARATION. PRESSURE WALL MOUNTING FLOOR/CEILING MIN.-SEPARATION' RATINGMOUNTING TO GLASS RATING MOUNTING TO,GLASS. FLIM' AXNUM idOWABLE'SPAN IS EQUAL 10 THE-'MIMMUM DETERMINED SPAN (Pal) 080 .. BETWEEN,'L+ 'L. (+,or-) L+ l LOCIV (.or'-) L(FT) L,(FT) L(FU L(F7) LOCW I![Fn L" FT KNLICXLE "' ' (F7) (Fl) ( } --- CENTERMAT CEMEFMA7' (3)PROCEDURE.TO DETERMINE MAXIMUM SPAN FOR C012SIRARONS IN BETWEEN WALL MOUNTS W/FLOOR/CE41NO MOUNTINGS: 35 '12'-T' - 13'-d' 12'-7" 13°-0" 4" 43318" 64. T=D" T.-D'-" - 23!4" i 4 i/8" FORDErA�POSRT E Aso DESGN PRESSURE RIDING: 40 11'-10" 12"-'3" 11`-10" '17-3" 4" -0;318"• - IKE LI=MAX.SPAM FOR.WALLiMOUNDric INSTAUATIOiM 45. 11`-9" 11•'_11" ll'-9, '11"-t1" 4" 4 3/6". u+-MAX:'SPAN EOR'FwDR/CEONc'MDUNNNc WSTAUATIONS. 50 11'=5" 11•-6" 11'-5" 111-61, 4" 43/8" 72 1 S.-T S"-7" - 2 3/4" 1 4'1)8," FOR A GIVEN NEGATIVE ASD.DESIGN PRESSURE RATING: 55 11'-4" 11'-4'' .11'-4" 11':4" 4" 4 318" i DEFEF MIRE - . L1-e.M.SPAN FOR.WALL MOUNRNG"INS7AUATIONS.. 60 10'_6"'- 10''-'S` 10'-U' 10'-6" 44 316•,. - -: Li MAX.SPAN FOR FLOOR/COUNG.'MOUNDNG'INSTALLATIONS. 65 B-8" 8'-8" U-8-' B. 4"" 4318" •'SEE SECTION 10 ON SHEET,10k FINN..NAXWUM.ALIOWABIE SPAN IS'EgUtm,TO THE ummuN aErwEEN-py, 70 8'-W 8'-3" !Y-3" 8'-3" 31/8" 1 -4 1/8" Ll AND 75 T-9'• T-9'' 7''-9°' T-9" 3 118" •4 1/8". (4)-CWJO ANCNOR.SCHEDULE.DN'SHEETS B,&7'FOR.CONCRETE AND BLIJCR,MEET 8 '$0 T-$•,. T-3° T-3" T-3". .39/8" 4.1/6° FOR WOW AND TO SECTION:ON SHEET 10 FOR NEYSMNE-MOUNTINGS AND'1VE SH 85 EET,. 1MAIL-OA FOR METAL STUDS WITH L-MWDMUM-ALLOWABLE-SPAN AND NECAlA%5-1D" 6'=10" 6'.-10" 6'-10" '3118" 4 1J$ _ RESIGN PRESSURE RATING TO'OETERMINE'MAXIMUM.ANCHOR,SPACING. '90 5-T' S'-7" 5-7"` ,5-7" '3 VB" 4116," - .- 95 5=6!'- 5;-6" ,5-6"' S-6" 31/8" 41/6" (5)MIMMUM'SEPARATION.TO GLASS SHALL BE THE GREATEST MEASURED FROM'EITHER 100 S-.5" 5-5" ;5-5" 55-5" 1 8" '41/8" RENT OF.KNUCKLES OR REAR OF-LOCKS/CENTERMATES(As APPUCADI.E)To Goss 105: S-3" 5'-3" 5-3" 51_;3;' 1 31/8" 41/&' 110. 5-2" s-2^ s-'z" s-z 31/8 23/4" MAXIMUM SHUTTER' SPAN "L+" OR "L—"* (ft.) FOR LNSTALLATIQNS. W/01 .& �' HV BLADES. A, A INSTALLATION LEGEND APPLICABLE FOR CII HV AND (Al HV BLADES . - .. ... � UBSTRATES CON R C &E& 'METAL .STUD ;WOOD ,t:EXCEPT THAT hfei$IF¢JFT SHUT7E?'SFArT'Lr`OR. -.Ir ti=k7?IU6= POUREDQONCRETE.CONORE7E BLOCK MOUNTINGS MASONRY 4S:D.'DESJ0i PRESSURE RATI113 EOR 111STALL TI'IIS.ifITO CD tCRE_TE MAXIMUM ANDWOOD.INSTALLATIONS OR COIICPET 'HLUCK$^'aLL 8E L'l11[TED AS C L01;� A.S:D; 1 2, 3 -T W, 3W, 4W PRESSUREWALL MOUNTING FLOOR/CEILING MIN,SEPARATION WALL - � 10 d- KEYSTONE I'CUilltlr LRIli_D.TO•'64; 72 p.s.F.. RATING ..... - - - ' ' 4, 5 & 9 M. 9W & 1.OW MOUNTING TO GLASS SR17`-6'SPad,.SE SECTd7t1 9.611 SHEET;B, P10 _ or- 1� ) L+-(FF) I L(F7) L-(FT) L-.(FT) KNUCIO.E CErneaeaT FLOOR/CEILING 6.'T& 8 --T 2W&3,BW 6W 55: .g. 9.__.6" g._.6. :3'1/2"i 3'.318.. _ 62 8'=11" 8'-11" 8'-11 8'-'11" .3.V2"1 33/8" A EXCEPT THAT MAXIMUM�SFiUTTEFt SPAN "L+" OR `L-"' AND-,MAiIMbM A:S.D. DESIGN PRESSURE RATING. FOR •SEE LIMITATIONS OF'USE.FOR ; BLE AD , - INTO: WOOD, SHALL BE LIMITED AS :FOLLOWSi - ®,O-N SHEET INSTALLATJON S' 18. '- 1- CONNECTIONS TO PLYYlOpD LIMITED TO t62 p:s:f, AND 8'-11' SPAN,.SEE. SECTION 5W'ON SHEET 14, 2- CONNECTIONS'TO; HOLL6%l CEILING LIMITED TO _62 P.S:f,AND �8'=O"SPAN, SEE SECTION 2Y/:ON :SHEET 14. FLORIDA BUILDING CGDE (hi9h Velocity HUrsicane Zone) SF1D,\�. .��T�T_ ®2017 TiLTECO.:I.NC.(ENGINEERING} 0:201N M ,7,`.TASTERETAL SUPPLY, INC. � °r� ' BERTHA HV" A S. A Accordion Shutter System ■, ■. ■ ■ H v.:[3CADE.#3 w/DR W/o RV.WIcDow e1 aDE: , American tier Systems EK DESCRIPTION DATE DRAWN BY:LC. Q 7 TILLI7 TESTING & ENGINEERING COMPANY Am i Shu ems R N� 4 .AX4 5355,N.w 35JI sl.St. 303 NRCI'II".GARDENS:FiGRIW1'331 Association', .Inc.. -1 otD 15-04, WAI/iT .DATE:07/26/17.. Ph (305)871-1530 For;(305)871-1531 42,68 WdelFoads Drive 'a -_.( /�F0'RItD '.<<t o-mol TTt<c000a.«m West PDIm &och FL.33407 s DRAWING No SS'ZONA6.�� t,t1. WALTER A LR1 Jr,P.E. .A 1.7 103 FLORIDA p:.g,htisi 5 :SHEET P E.!SEAL%S GNATCJR/'DATE 6 5' OF 1s. ANCHOR R UIRNENTS, 00AED,CONCRETE PE CQtICRETE BLOCK SUBSTRATES Gm. ALL rOWIS SOUDI� MAXW M ANCF(og j� spAcmg�.(in) 86HEWLE. 1.ANCHORS TO WALL SHA4 BE,AS FOLLOWS: SEM. 6, -D DESIGN NEGADVE PRESSURE RAIIH03 AND A COR13ESPONDING (A) 'TO DOMINO POURED GCN;C�Ern --1/4*0 TAPCCN%/ADVA.NCED.WX�DFO�U TEqN0U=(.AS,I4ARUFAtCTURED,EY LT.W.SUQJGEX.(uh�rc TAPPER. MOUNTINQ TYE!F.L'FO.R CONCRETE.ANg&LADQN;�' IleO.3/4'ALL POINTS SOUD-SET 4�iCNORS AS WROUTED Err ALLY&M,SGREIV.,EW�tl�SPE=--TV CO"PANT"("":rC 4 11,ro BLUE_.__ NcHCRS WITH GAP�AS MA*f-,�-BY FLORIDA FASTENERS DRECT,.NC.(M,rl'-2 W). 5 ON SHEET.9) -.1/4-0 TAppER+ANGNoRS AS:&jANuFAGTUREO BY PCWuRS.FASTENERS..:INC.,(Uh 3�ksi).AND DISTRIBUTED BY ALL POINTS SCREW,BOLT SPECIALTY COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR ArtPRUED VIENG�REGISTERED W/'THE-AtiERICAN SHUTTER SMICUS,ASSOMMI,D:a WALL MOUNTING ____0WLL SILL MOUNTING NOTES. -OR W/(2)+0 lffil�POURED CCNCRETE Or'lAPCON W/'ADVANCED lf�tl TECHNOLOOY AND`TAPFIER�ANCHORS ls�1 4/47;AND 1 1/2*FOR,BLUE TAP W/ + VArHIGALPqlAfNMWMOFWtS; A DE.-M NEGAM U�(UP-) Asm,CE"'NimAme uw(;0) ASA DEM-NEGMI(AW tot) 4-0 7o--io- 79 ZO 40 50 50 70 pr INTO THE POURED CONCRETE.No Lvo snj=o sRALL '30 40 so� too 110 35 A2)?�Nj'AUM OJIBEDMENT=OFl 4'0 &/4��P0114M SIGUD�SET 94WORS SHALL BE 7 M ED Uli FOR AS iTH NO STUCCO. IF '7-_r -9- 1 1/2' NO �D SPUCCO DnF-A��1*Vl'�PA , Wk W 9 FORNOTTED.1/41'�-20 S.5, S�R HALL BE LO UNIMUM SHOU A.3)IN CASE,THAT PRECAST ST Ct PRECAST CONCRETE PANELS,PA�ERS OR ANY VENEER BE FOUND ON THE.EXSTX`-WALL OR FLOOR ANCHORS,SHALL�EE LONG: OR L�qS-S 75� 9 9, .9 ,9 LESS 9 9 91 9 9 9 ENOUGH�TO REACH THE MAN STRUCTURE BEHIND SAID WALL nNisKsANcHORAGIE'S+HiLI,BE AS iNbiiDkM ON NOTIES,M)&,A2)ABOVE.FOR INSTALIATIONS:61M MNA. 9 9 R 9% 9 9 9 -9 �9 9 IT �9 9 SONO VAIN CR WTINOUTAEOCSTUDS OR EFS_WDN WGGB�STUGS CI THIS D.XAML FOR.WALLATIONS INTO WE WITH METAL STUDS SEE,SHEET 141, 2- 9 9 9 9, 9 9 9 9. 9 9. -90 CONCRETE GU0GK*UU - __ �:r - - - - . - - (B) TO:IEGSTI%G ASTM,C So �0-!00 lio 50 S 9 To �q 9 9 9 9 -9 9 1--9. io*- 119 9 t 9 �9 _T--i- -Mff /4*0 TAPCON W/?WMCED AWt TECHNOLOGY ANCHORS.AS MANUFACTURED U('I.T.W,BULDIX -T 9 9 9 9 .9 /,., ,3/4,ALL'POMM SOLID-SET ANCHORI�AS DISTRIBUTED BY ALL POM SCREW,BOLT&SPECIALTY COMPANY. �9` " - 9 9 1 9 9 1 9 9 9 9 9 9 9 9 S 1/.-0 OWE TAPcENCRETEANcNoRs Wimcka.As,wNuF�,GTURED BY FLORIDAFASTENERS,MRECT�INC- 14-o tAPPU4,AHCHORSAS.AW4611`kTORED Eff' POWERS FASINERS.iNC,AND ENSMOUTED By ALL FCNIS�AcREI BMT&SPECIALTY CD.~0 OTHER APPPIOVM� 9 9 9 9 9' -9 9 9 9 9 9 9- 9 9 9 St ITER - - - LICENSED OR AUTHORIZED VENDOR REGMtEREOW/.'lJ4E A40i iu StSlOIS ASS06a"ll-INC. -9, '9 9 9 9 9 g 9 :51, 8� 5-6 45 :L5_ 9 9 9 9 9 --- NOTE&. 9 g 9 g 9, 8.5 7 5.5 5, 9 9 �q -9 EAC CLOGy MOM IS,1.AND 1 1/4'FOR'TAPPER+k4D EILUE'W�WTTH'CAP 9' 9 '9 2�_ 9 9 9 -9 19 - 19 9 '6,1)IlNttVt4�EiABWJ!ZNT iNTO CONCRETE BLOCK OF TAKON W/ADVANCED TF FOAM-TOM - [!;` - 9 9 9 .9 1 9: 1 9, 9 - . . 9 9. 65 5 9 9 9 g 9 79 9 19 .91 91 9 9 . ANCHORS. -Z - - - E SEDvZNF INTO srucco EIL2)MNNUL',Dam"OF 1/4'0 x 3/4­AU�P0INlS'�SOUD-SET`ANCVORS SHAM BE 00FIELY tNB=ED:"ilO'iNE C&iotm BLOCk NO�IE4 -9-1 a 5 4. 4 J 9 9. s _NALL BE PERMITTED.114*0-20 S�S.WIMAINE SCREW,USED SHALL BE 1 1/2'�013 WINdUM S�OLJLJ15 STUCCO b0g�JiND ll�`WMMUIV FOR WALLS VTI�4 no STUrco. -7- 9 - -THE EXIS 9 7.� 54 ±S 82)IN CASE THAT PRECAST STONE,PREChST CONCRETE PANELS,PAVERS,OR ANY VENEER M FOUND ON MNG WALL OR FUQ0K ANCHCRS SFWl BE LONT :9 9 8 6- 4,5 9 9 9 9 -9 9 EN - - - THE l4k,14�iudfuttr.eENob:sAbWAu_AMSHM ANCHbk4d,SHILL,BE AS INDICATED ON NOTES B.1)&EL2)ABQVL FOR INStALLATIPIS ON' - - - - - OUGH TO REACH STUDS SEE SHEET 0. ------ Fjo4r�WITH CR-tqITHoUT METAL saW OR EtFs mTH wow SrUos'CO3NsjLT THIS MNEER.FOR INSTALLATIONS INT0 8FS`WfTH kTrAL, -9 9 9 �9 7 55 4 _9 _9 9 9 a 9 9 CC) �NCHORS ISRALL BE INST�ALIJD FOLLOWNG ALL OF*TKE RECOMMD='nONS AND SPECFCATIONS OF 711E,ANCHOR�S UANUFAiCTURER 9 7_9 9 9 9 9 9 9 9 5 6 4,5 - -sajoa FOR EDoE-D% (ED.)VERSUS SRAGI 'RELATI MCHORS. SEE SCHEDULE STAN- Ac.., ONSHP 75- 9, 9 9 9 9 9 9 9 9 7T SCHE121ILL FQR 0TQM 9 9 :C� �l 9 9 .9 9 9 21 ;VIM'VERSUS.SPACING %)FOR R SPACING BY itualPLYING .9 a, 9, SPAa;L6 E.1);LESS THANJAEMUDICATED,RMUMMCHO 9 �9 55 4 9 S, FOR EDGE DISTANCESTMICATFID M01 SR�LL NOT BE LESS THAN NINtAU9 SPACING INDICATED FOLLOWING FACTOR�REDPKEP SPACINIM OBTAINED USING FACTOR _S7-T 9 .9 1 9 9 �FGR�CAVNI 4�5 ANCHOR TfPF_ FACTOR 7j- .9 �9 9 9 TAP ER_+ 9 ACTUAL _TAPCON WITH A ALL POINTS�SOLID-SET BLUE TAP WITH CAP MIN.SPACING 9 9 d__5 _j_5 4 9 R _IIVMCED THREADFORM TECH. --'77_T_ -9-[g W.-- 9 9 4 9 9 9 EDGE - - - - - - DICTANCE 3' 4' MIN.SPACING-3 1/2* )AIN;SPACING'-3- 3 z/4- 47 _9 9 1 9 9 9� g=�� -CONCRITE& POURED CON & - __ o E-D. ETE CRETE CONCRETE MOCK ---- ME C014CR BLOCK POURED CONCRL _=.=; MK ED.-2 I/T* _..E BLOCK ±9 9 7 9 9 q 1.9 MN.Em--3 1/27 , -r-- 4: . Ma'Em,3 1/2 m-L ED. 9. 3.5 9 . -9 9 9 .9 91 9 1.0 OZ4 .0.90 178 0.81 0.67' 1.0 -97'__T ___ - 91. 9 9 2 1/2* 1.0 9 q 9 0.51 ------- Z.71 _9 _9 _9 .9 gr 9 B- - - - - - 1�3/4 1/247�-�7 I - 0.35 9 B.5 9 4.5 9 9 9 9 ---i .9 1 9 9 5 9 - - - 9 HV 8LADE #3, W/ t SEE LIMITATIONS'OF 9 7. 9 HV BLADE #3 OR (T USE FORi BLAbE(0 9 9 9 - - - -7- ON SHEET'lB. IL5, KINO IN-UNISION* q 19 I�J- 1-1 - - - A) HY WINDOW BLADE WOR 9 9 .it I fLor�10A, 801WING CQDE (High Veiocity Hurric.9ne Zonti� �IC"& -I'll, . . . 0 2017 EASTERN METAL.SUPPLY.,!Tlq� 02017.TILIECO.IIJC�-(ENGINEMINP) - BERTHA HVTM E S.A. Awordion S h�iter System p W/DR W10 VLV.WNDW MADE#2i 7 r�I�E C�0�iu�c AuSE KV. DATE DRAWN BY.L.C. Shuffer �ty DESCRIPTION American sfemi§ RM�N� , lTLL!T,TESTINP:4 ENGINEERING COMPANY MA 8355 N�W.36ft St..Sw.,�Z�06. FLOR Associdilon, Inc. 1 5-4, wl2sp? DATE:07Z26/47 8 ftstroods Drive 2 ph ��)871-1530.�FA.-(305)371-T5'M3t` �Z� DRAVilkd No r_N`6i:'VIte=0qoI,ci�n VW Polm BeOch, FIL 334Q7 7_3 10 lDjk 17-fQ3 ........ EB-MO6719 1 It WALTER A 0 .TILLIT 4, SHEET FLORIDA,U..Jr 44167 --- R.E. ;E%� RC/ 6 6 OF IS hl.: ane ® ■ 1 �■ ® ■ � 1 � �, ■ 1 ,■ .100112PIRT mmm mo���� ' ®Om0�m000��E'DDDD�QD�E�OmI� omv�mm®DOF.J100���EiDA��AR-7�0AADAA00 ®®®®OVA®mmmmmmomm�atsa®mmm19�®mA®®®�mommmmotomm0®mm®ttatEstam�om0om I vvolovmotamvomtvEavomvommvomvomot�avvvovot�vvvomvEammvvo�votamvom A�-70��0170000000�000A�00�00000000�100�00�0���17000��E70�00A00 DDDA�O�®0�0tE'mm®mmt�atammo®000m0��®DDIv0�0�0��mOm��O�it�Otv�000m a®®m®m0ommm0m®� mommmtsam®mom®®®mmtatEavv • tv®®®®®®®t®tot0t�at0otmmv ommmmom®vomvommmimmmvvommmAvomvomoevomvomm�avvovmor�tovt�am�tmm® mmmmmmvommvomvvommvommmmmvvomommmmmmavmmmavmmmmm�v�vommm Ommm�O®OD�E�Ei[ ®o®0�00�00©DADO�®�®�0��0��0�000�0������0="® ®®®®mmmotmm®®m®®®®®mato®®®®mm®®mm mmmommamm®®®vmmmototoOVEaovm motamt�mvomomm® ®aavmmmmEavmmmmmmt�a�°°t�caavmvEammmmmommmt®t�mKatom®m vommtamot�vvvAttatommtommommmmtc�mmmmtv�mmmmmomommmmmmmmmmtotatatvotmmm omotammtofovmtva3tty®m0mmv am®®®tOmA®m®®omt mmmttmom mmotammogat�stot:amt�®v ' ofm®r�mmmotmm®mmmmvv®®mm®®®®mmommmomEavmotvv®�mm®®®®a�tO�vEaOmm mvv®®®mmomom®®m®tmotat:a�s®tomvvotvv®vomOommEavmommavm®t®tatotot�om®v mmmmovAmvommm®0tmovmmt�atommnt®ommmmmmomvommEam®mmmmmmmmv�avomom® vommmmortoamtat®mmmmvottanm®mta•ommm®t©tom ®tamtammeamvvEaovmt:atatotatam®m® ®mmmmm�Olm00000®® ®ola®m�®olmm=mmmmmmmmmmmmm®0®0®®®toit�ama�mm®� mail�Dmm�l:•000®Ommm00�A®t ivmA00�®MUM mmmmmm 00Eafm0aaa�®Ivm�®�®L�0 mamomv®ofom®m■otmmmmmmommvvomvvom®ommmoman mmmommmfm E mmmmmvv ®m®®®®®ofom®tamm®mmtamv®m.moAmm®®®t:a®mmmam�svomommmcavQ" MEMOmtvv ®otatammm®mmm®mmmm®v�vammA®mv®savmommvv�ama®®mmotmmmt�aty • mm®mv mom®®®®otomy®mol®mom • ®mm®t�mt�a®mm®®omvvomavomommmmtea�to ®mmmA mmommonommm®®m®®mmmmomotamtEammtatvt®mommmtvEatvammomomtt'ttatat0�tamtA®m ®mmmamolt®ofommtamm®tEam®m®®®tam®vtoin m®tEammtvo0tattsmmot�aty®aQVOv®m®mm m®mmmmtm®motmmmmmmmmO®m®mOm®mAmttam®mmmtmo®Om®m®mmm00�00�®®®O mmmmotm®vom■®m®mmvomvvom®mmmvvvvmmommEa�a®mmmmv®ommmttaMMMKm mo mmmttamm®omoa®tta®m®ttammtvv®®tammotvotvvommmmm®vomvom®mmm mmmm ®mm®mmmotm®v®mmmmomomv®mvv®mmm■m ®vvomomotmtovomom®®�omvommo �otm®ma®tavmmmmmm®tvom®mmotoat tvotmmvovmmm®momtom®mmmmKmmmMM m®®toAm®oto®maammotomv®tat©m®vom®tv®mtsam ®m�mommmmmmmmmmm [Mm mtm= moi mmvomot®tammts>ttatisommt amtv®mommomomm®tvofmtEammm®mtotamm®mmmo mium®mm® ®®®®®ouotov®tem®mm®mvam®omtomomm.®®®m®vvavmmmmom®mm=mommmmmot® • ammo,mmmm®mmm®movmmmmmm®m®mo�motmmo®vvom®mmmmmmmmv�omma®mm c�mvv®vvE®avm®�®omm®vmmmvm®®®®�® mm®®m®®tom®mtasattatatvom®®mm®v®®®®v®t®vomvom®otovommovamoimm•mm®®mm® ammo�ommtammmmmmmmmmt®Avmmommotmmotmmm0otta®®mmmmmmm®me��vomaoiv® ®mmommmmmmmmmmotov®ev©mtammm®m©m®otommo0mmmmmA ®®mm®tmmmty©mmvvv, moot®®mm®mmmm®mmmmmtotammm®mo®a®oto®mmmm®mmmmmmmmmmmm m®vm® A®®ofAOmtvAvoty®mvommmotmvv®m®Amt®®tvotmommtovmratv>Eamt�mmmmimmm®vvom ' v®®®�mon�®®v°mmmvvv®ma®®mm0m�®®®aAmmOv®®mmmmm®mm®M®®mm Sm m©e,ommmmt®m®mmm®®mmttammmmmmm®v®es®vommm®mmm,mmmo mmm®tsammmv C . mm • r MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN 'MAX "SHUTTER 'SPAN ASD- DESIGN NEGATIVE PRESSURE 'RATING AND A 'ORR SPONDING MOUNTING TYPE. (SEE-MOUNTINGS ON SHEETS 14& 1S). SOUTHERN PINE NO. 2 W/ MIN. G=0;55; SPRUCE',PINE;FIRNORTH SPRUCE PINE,FIR SOUTH 1/2' MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. Gm0.,43 W/ MIN., G=0.36 PLYWOOD MAMMDN .. _. SPAN.(n). WALL MOUNTINGS CEILING,MOUNT.3W 'WALL,MOUNTINGS CEILING MOUNT-3W ., WALL MOUNTINGS CEILING MOUNT 3W WALL.. .. '1W, 4W, 7W, 9W &. tOW FLOOR,MOUNTINGS, iW, 4W, 7W;'9W & tOW FLOOR MOUNTINGS. 1W 4W, 7W; 4W. & tow 'FLOOR MOUNTINGS. MOUNTING 6W 8c 8V! 6W&'SW 6W & 6W SW �:A5:0.DESIGN mora LOAD(pal A.U..DESIGN NEGAINE„LCM)4,s9 AS-D,RESIGN NEGYIVE,IAM.(psp AS.D,DESIGN.NEGINE,lO!D;TpiQ A.S.D.DESIGN NE@1TIVE.LGO''(psl ASO.DESGN NEGATNE LOAD(psl ASD=M IFt4DA<1pD IIJ) 30 40 50 60 70 80 1 90 100 110 361 40 SD 60 70 80 90:100 110 136 40 50 60 70 80 90 100 1.10 30 40' 60 160.70 1 80 90 100 1-10130 40. 50 60 70 80 90:100 110 30'40 50 60 70 80 90`1001110130 140 •50162. -• '=07-OR LESS:9:,9' .9--9 -9r 9 9. '9 9 9 I 9, ,.9..•9.1 9-1.8 :7,,6:5.:6:2.9. :9:..f(9 9'. 9,...9. 9. 1 9. 9 '9 9 9 9,.1;8'.,..7,. .5.5:5:5.-°.9:..:3.;•',9.:9':9. 9,:';9- 9,'9 .9 9" ,9'7.5'6-5 5.5 5•.4,5.'$.".'g.__g.. 9'I a9-. :t_< .•: 4'-0 :.9 9 9 9 9` .9 '9 '9 16 9 9' 1 9 8' T 5 5.5 5 4.5 9 1 9 1 9 9 .9 9 9 1 9 1.9 '9. 9 8.5 7 1,6 1,5 4.5'4, 3.5 9 9 1 J32�5 9 9. 8' 5.514 9 8.5 75.6 5 4' 3.5 3.5. •3 9`.,9 +9 9 g•.cp" 9 9 9 9 9 9 7.5 6 4.5 9 9 8;6.5 5.5'. 5 4 4 3.5 9 9 9 9- 9 8 9 8 ,8 9 8.5 6.5 5.5 4.5 4 3.5' 3' 3•- 9 9 9 5.5 4' :3 2,5 9 7 5.5 4:5 4 3.5 3' 2.5 2!5 9; '9. 9 9 6"-0" '9 9 9' 9 9: 8 5 4::3.5 9 8' 6.5 5.5 4.5: 4 3:S 3 3 �9 9. '9 9. 6.5 4.5 9 8 9 7 5.5 4:5 -.4: 3.5 3 2.5. = 9 9 :5 3 2.5 r 7.5 5.5 4.5 3.5 3 B. 252. - 9 '9 :9 4,5 "7•-O" '9 9 9' 9 6. 4:5 -'-' 9' 7 :5.5 4.5 4' 3.5 '- - '9 9 9 9 4.5 3:5 - 8 6 4.5'4, 3.5 3 - - 9 9' 3 2.5 -. 6.5 5- 4 3 2:5 2.5 9.,.. 9:. 6.5 3:5 8'=0' ;9 9 9 6:5 4.5 4:5 - - B 6 '5 4 2.5 3 - - .9 9' 8. 8 3.5:2.5 - - - ;7 5 4 3.5 ,3'12 - - - 9 fl .5 - 5.5 r4 $.5 2.5 2 2_`- - - 9 9,3:5 2 g'•6 -9 9 6, 4. 3.5 - - _ 6.5 5 ,.A• 3' 2.5 - - - 9 8 5.5'3' 2:5: -. - - - 5;5 4 3 2.5 2.5 - - 9 5.5 - - 4.5,3.5 2.5 2 2 - = 9. 4.5, 2i0-0" 9 9 fir 4' - - - 6:5 5 4 .3, - = - - -9 8 •4.2.5' = -• = 5:5 4.. :3 2.5' - - 9 5.5 - - - 4:5 3.5' 2.5 2.3' 5;3:52.59 6 '3.5 = - - - - 5 3.5 .3 2 - - - - 9 4 - 4 3' 2 -- 3 - - - - - - ',9 4; 2.5 - - - - - = 4:5 3.5 2.55 3.5 3 _ _ _ _ _ 8.5 9`. 2.5._ _ _ _ 43: _ _ _ S2.5 _ NOTES,ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1,ANCHORS TOMALL,FLOOR OR SOUD'WOOD'SOFFIT SHALL,BE AS FOLLOY/S: 1/4"0 TAPCON V/ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS'MANUFACTLIRED B`P T.T:W:BUILDER W/ M PENE7ITATION.OF THREAOEO.AREA AS:INOICAiED:AY EACH SECTION ON SHEETS 14 'dok 1T5. EXCEPTION SEE NOTE 2 BELOW. -- 2.ANCHORS TO HOLLOW-CEILING SHALL BE AS PER'MOUNTING-TYPE 2W.-SHEET 14 AND "• SHALL CONSIST OF-LAC SCREWS-,AS PER NOS 2015 SPECIFlCATIONS, j H V W I N D OOW BLADE .#3 �WO.R-K.IN,G. I.N•'-•.UNISON * -� - 3.SUBSTRATE SHALL;"CONSIST OF THE'FOLLOWING:, - '-SOUTHERN PINE No.2 W/G=0:55(N.DS) OOUCLAS FlR.Vf/G-0.50(N D.SJ SPRUCE PINE FIR NORTH W/G-0 43(N:O.S.) SBI AOE,IA DISI S,OF USE FOR -SPRUCE PINE,6R SOUTH W/.G=0:36(iMi) BIADE,IA ON SHEET(8. '-MIN. 1/0 CDX PLYWOOD 6986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFlgAR&S PER;NDS 20.15• ,{ei+�'"""".•-�. FLORIDA BUILDING CODES (Hig,h: Velocity, Hurricane: Zone . s!• \�' ,.:+: 'e ®2017 TILTECO.INC.(ENGINEMNO)' _ _ ®2017 EAST METAL.SUPPLY. INC.. X BERTHA HVD" $ S A Accordion Shutter System �T. 'L' E C.0 1'N C.. ■ ■ ■ KV BI ADEt#3.W%OR W/O KV.WNDCM/BLADE•#3 >J�>' American ShuHer Systems' REV No DESCRIPTION DATE DRAWN 8Y LC_ SYAT�f - TILUT TESTING k ENGINEERING 'COMPANY t f j '0355,N.W 30•,A S2,S e D5 VWUNIA'GRDENS,FLORIDA 3316 A$eoaTattcn Inc. 1 C D 13-�1 m)/]e/t) GATE 07/26/17 A PA m. (3os)871 163o F z L(305)871-'1531 4268 Wesfroods Drive 2' DRAWING NO �.r (�/ ti At e-moa ue o0 o,:emm. West Palm Beach, FL, 33407 3. __S q10 t, 11,1f WALTER•A_ JlT1Jl..P:E 4 V. FLORIDA U.-'k.44167 5' SHEET . P.E. SEALf51ftT4XWOE/DATE:' s. . 8 OF 19 POURED CONCRETE CONCRETE ANCHORS POURED,CONCRETE OR CONCRETE BLOC - ��(SEE:SCHEOULE ON SHEETS 6&:7) OR.CONCRETE BLOCK' WALL.REOUIRED - WALL REQUIRED 2 EXISTING -ANCHORS 1/4 c 20x3/4"SS.BOLTS Al/ CLASS— CONCRETE (SEE SCHEDULE ON SHEETS 6&7) -- Ci:JUT&'WASHER'a 9'ox., � wit SEPARATION To • ;• .. tt 1/�.. ' 1 41N... ,ONSSHEETS) O T/2. 3 or®or t4�t I S• I: 1 E.D'.r .• - 2 i E D.*; •. 1 f .. $ I I ts'iii It;D.* I uH sTPARATIW!1o'awss: I' I ONUM's SEPARATION,TO ,i� �� -,1 r t� NIILON COVER —tsr som WS9 5) I ON,SHEn 5J I I 421 ' "-1/4 0x3/4'I.H.S-D.S,frw IXISTINs I I I BUILDE%TEK SCREW O 97 C. .E(ISTIII POURED CON - A— ' RETE, —CANCHORS CONCRETE BLOCK (SEE SCHEDULE'ON'SHEETS 6 k 7 s ... -• - - .. _ - , - ._ _ .. VIA ) 'WALL MOUNTING INSTALLATION O3 WALL MOUNTING INSTALLATION .Q5 WALL MOUNTING INSTALLATION EXISTING .. - EXISTIN r GLASS— GLASS I I, .lily:50'AQATgN TO PASS '�I I IN.SEPARATION TO N..SEEE�N.T0, eS;501mULE5'04 91S!Sl G1A55(SEE ET 5).'ES NI ON SMELT 5J� - I' � 'O .ONSSHEET'S�" 1 - 1Q OR 00STING GLASS I L. • I T - �1�4•IA'1Ir. • ''' 1 I EDGE OF.— 3 Or.®Of® t — 1/Y 1 uw. APP�GILE • I • EDGE OF E -SLAB,if APPLICABLE -- ,zl/4'0=20x3/4'S.S..BOLTS Vl/' ,POURED 9'OIC: .. y f CONCRERi M'CNORS ' } .(SEE SCHEDULE D lON SHEETS 6&7) POURED CONCRETE 'REQUIRE POURb CONCRETE a OR-CONCRETE BLOCK `L CONCRETE ANCHORS' OR CONCRETE TiLOCi( WALL REQUIRED. (SEE.SCHEDULE QN SHEEf86'&7), CONCRETE ANCHORS %ALL,REQUIRED _ (SEE:SCHEDULE.ON SHEET J) 02 WALL MOUNTING. INSTALLATION ® WALL MOUNTING INSTALLATION Q FLOOR MOUNTING INSTALLATION -'VOTE'FOR C°MBPIATON.OF SECRONS: r'E.D. a EDGE.DISTANCE' - - ;(SEE NOTES&'.SCHEDULE ON SHEET 7) -SEE SHEET 3 FDR TYPICAL SHUTTER.ASSEMBLY INSTALLATION DETAILS ,'2- MOUNTING SECTIONS CAN BE,COMBINED' + SEE LIM ATIONS',OF'USE FOR IN ANY`YlAYTQ SUIT ANY INSTALLATION: BLADE.I8A.ON SHEET Te. SCALE 3/8°'=1°� FLORIDA BUILDING CODE (High' Velocity flurricane Zoge , e- 1II�'.�� ••"" �,•'„_ 02017'TUECO;INC.(ENGINEERING), ©2017 EASTERN METAL.SUPPLY, INC: - ��c BERTHA HW 1 L E C O �N A■S.S.AtI. �v A condi hu rystern c nS e 1 ®nne w o .Ty SIR �� American Shutter Systems; REV.No DESCRIPTION DATE- DRAWN,BY:LG may, TILLIT TESTING &.ENGINEERING`COMPANY -•' bb: 355 N" 36h Sli Ste 305.NRONA GARDENS,FLOR10/+:5316 �lssociction, .Inc. ,' ma s-.gel „7si17 DATE:.07/,26/17 OA_ F �S,Ttbb, Pito (305)871 1.11 F x.,(305)871-1531 4268' Westroads Drive 2 pr1/ a'A a-iP a IlteceOool,ecrn :West PDIm Be°°h, TL'33407 a DR—AWING No »�'Vv+oNAL" y,,/Ts eE13 0006719 4. / �,03 < WALTER A-TILLR.Jr.P.E. P. ATURE%DATE' FLORIDA Lk..g,4r1s7 s. SHEET 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE. (SEE SCHEDULE ON SHEET 7) REQUIRED CONCRETE-ANCHORS(E_%CEPT .EDGE OF •ALL•POINTS SOLID a• - ,SLAB",IF 0 S O.Ci SE' • D: APPL'CABLE '' '„ ON SHEET-5(FORPOURED ' CONCRETE CONCRETEOR,�. ..'• LIMITATIONS) 1/4�e 20 3/4`S.S. SET) NOTE t • REQUIRED - ) i Eq 0-'i - , ACHINE SCREWS:USING: 1%2' t/A'-20NUTS O 12'O.'C, 2 4 1/4`MAX 300 EXISTING I MIN IED.,• I 2 1 J;r.MAX. GLAS uw.sD+AR.awu I I; I�( scemu ON SIF2,57 I{ .I O OR EXISTING ! I Q - - - Ia.CEILING' MOUNTING INSTALLATION EXISTING ON SHL " I. I !11 BIALDIX 7A9CON 11/-ADVANCED TF9TEADEGR51 TECHNOLOGY OR 1/4"O POWERS FASTENERS TAPPER+ - I ANCHORS W1 1 3/4'MIN EMBEDMENT®.6'.O.C.FOR J (SE'sn® I I &Olt ®'♦ UP TO 6' 0 SPAN AND'4'O.C.FOR SPANS`LARG� , O`N`sK1T``5I TWIN 6-0 UP TO 7 6"IANfi3OR LY SEAL ANT AT I EVERY`FAST,ENER HEAD(TEE.NOTE TON S E CLASS �� ( •I 1/4• SHEE .(RATIONS)CONT.'SEALANT. , ! I #'163/4 HEX WASHER:HEAD !a r�?rd�.',: Sµrx N. TE!(SCREWS®:9 D.C. �n �� �' 1/470-20._V47 ss.Ms, A.LTERNATE;FNTERIOR' - '\--USING � ANCHOR,LO - ye.( EXTERIOR CONCRETE-ANCHORS; l f !i�i USING 1/4'0-20 NUTS' (SEESCHEDULE ON SHEET 7) �. I ( .:- �/i�rf ` a 12'-O.C, _ ... ;r''' EXISTING NON STRUCTURAL ;EDGE OF, t I• II !•• 2.00•,idIN.• .500 - PIALL TRIG(DECORATE SLAB IF 3 .1 1/2' 7. EDGE OF T:OOd' ER; SILL) APPLICABLE /•j.'• '1" 'SLAB IF EQ=�O APPLICABLE MIN. POURED CONCRETE POURED • ... - <•' :REQUIRED CONCRETE •• REQUIRED E.D. - E FCOOR MOUNTING.INSTALLATION '� .'___,__ -_ - Q9 KEYSTONE 'MOUNTING INSTALLATION .... .O NOTE:;THIS,INSTALLATION SHALL BE REMOVABLE. : ED m'EDGE DISTANOE MAXIMUM_A:5.6.DESIGN PRESSURE:+64,72 ps( WHEN PERFORMED ADJACENT TO AN.' OPERABLE EXIT OR ENTRANCE' (SEE NOTES u SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6' NOTE FOR'CaMBINATIDNaF.'sEGnONS: �N INSTALLATION ,DETAILS (CONTINU,ED) SEE LIM ATIONS-OF, USE FOR GLACE -ON SHEET'-18. I-SEE tSHEET 3:FOR TYPICAL SHUTTER:ASSEMBLY, - - - SCALE 3/8,"=.l• 2=.MO6NTIi70.SECTIO14S CAN BE COMBINED 1N ANY;WAY 70 SUIT ANY INSTALLATION, 1AAV/!lisi��e - FLORIDA B-,UILDING CODE (Nigh Velocity Hurricane `Zone If(I. 1 T.....1.{� +• @2017 EASTERN METAL'SUPPLY. INC, ' it1'�,� �`V i71�`' ✓�,�� .,Q,017;TILTEGO )NC;7%!NIgNEERINC) BERTHA HVrm Accow a Sh S F,L .EC'O,�N.;. A.S:.S■A■ Hv. JZ � woueym w TItl1T TESTING.k ENGINEERING COMPANY .WNDOW MADE#3 American Shutter Systems REV..No' DESCRIPTION DATE DRAIVN BT Lc. 9bL , . Association lnc. 1 on,A=oa, D7/�sr!7 DATE 07/2B/)7 p p a w5s N.w 36N sL sa 3Ds♦1RGIN A ARO s,`zo nA s3, tt phone (3osjp7l 1530 F :(305)871-1531 4288 Westroads Drive 2, DRAWING No a tilt—0-4.0.eom West;'Palm Beach, FL 33407,` 3 SJl7�*A,1� 11 E9 0006719 -- 17-1,03 vT1P9G 1n',1 1( WALTER A.TUJT Jr.,P.E. A. Aj11_ FLORIDA Lia.�44167, s SHEET P:E, SEAL/S�G�TSITUP,E/DATE.• 6 10 OF 18 . 1. Min. ' REO'O.MIN 5. 1 1/2'[ VARIES 0.075"THICK Min.ASTM 2 Mox QUIREII DOUBLE A-653 GRADE 40 Min.G-60I. .METAL•STUD. MV.,STEEL METAL STUDS W 37b 3 OR OR,4A AT 16.O.C. - - - _ ® 6°'O,C. EXISTING GLASS o W :CREDO InN ,3[4 6:1/s L 37c 37J 0.035:`THICK Mm.CONT.GALV. i.0'6"Z.,C. a 6 ac. I i - �•yw. 1 STEEL,TRACK CHANNEL.,ASTM.A-653 GRADE 40,141n:13=60;GALVANRED; EXISTING FINISH �' , FASTENED_TO STUDS W/'(2) I - _-- -_JII �6><1/2''TEK SCREWS ON:INTEMOR� AS APRUCABLE 'I I EXISTING FlNISH / &EXTERIOR.FACE _I AS APPLICABLE'--, WN.SEPARA710 70 GLASS EXISTING GLASS: (sEE'SDMFOuLE:ON.SHEET 5) I I I TO / REOYJ..MIM.-1 3 x e,1%4.x I _ SEE;OET,L X FOR: / I I I; SIDL'CONNECTION 0.035"-.HICK M .,CONT.CALY: I EXISTING FINISH , _ •- TO TT-CKS ON '.- STEEL'TRACK CHANNEL.ASTM A 653, -AS APPLICABLE.. .. .' . ` I.I -+: _,.. r SHE 13(7YTj_ �. .. E'40'Min.G-60'GALVANREO 1 ++. FASTENED TO STUDS W/..,(2) _ I :, . �B6 1/2'TEK SCREWS OR INTEROR I- ,37C 37, F 1 3 OR 4. QR - &EXTERIOR FACE. 6'O.C: 0-5,O,C. \\�J o W1 -EOUOEED DOUBLE. °1 I 1 2' I METALSTUO EgUWED'DOUBLE O L 'VARIES OR 4OOR 4A 1/4®6 KSCREW CR ON. METAL STUD, REQUIRED MIN &x 1 1/2%'w lAax 7t) DOUBLE STUD 0.035 THICK,Min:'ASTM T A-653 GRADE 40 M O-60 GALVI } '® 6"' O.C: EXISTING f>1ASS .STEEL METAL STUDS ';L MIN. EXISTING GLASS' j(— AT 16'O.e- i -I 1•M ELEO T 3 B.O.WALL MOUNTING'INSTALLATION VN13 � - I•��€I' VAZEg 1%16 x3 MAX-- —_ �OO —2,000.' �3:210'� i. -_ f ALUT6)cRM —_ - I '� PLATE (LOCATE.AT F ` + EITHER,SID,E'OF 7 37a 1l4m NOMINAL, '@ 114"121-20X3".BOLT ALUMINUM SLEEVE g1Gk1/2Sn+s: — J O. 1.373" - 16" a - 350a. '.a50' I/a'P-zo TrIREADs O37c 1/4"0ELCO CONSTRUCTION PRODUCTS FAB-LOK HD 3 OR,O¢ OR_ = END INSTALLATION INTO METAL STUD WALL. INSTALLATION DETAIL-S (CONTI'NUED� SCALE 3/6"=l` scnLe 3/8!=1" �;u;�:'�..o��e �. FLORIDA BUILDING CODE' (High Velocity Hurricane: Zone �1,, ! 02017"7iLTECO.'INC.(EN(;INEERINO) 0'.12077 EASTERN METAL SUPPLY.'.INC. ��;EN � 'BERTHA NV7M A■S.S.A. Accordion Shutter S-ystem AnieE7ebn ,Shutter Systems REV N, 'DESCKV. MAX, RIPTION DATE W O o TE,. DRAWN KV. NDOW BY. c.' U ILL TESTING& ENGINEERING COMPANY a Association, Inc. { ma,>aa,, a, .'•� `6 '6355 H.YJ 3b 2 SL-file. OS 41PC*GARDENS.R060A:331bf' /]6/}> OATS 07/26/17, iV 1Y ppgsa (3os)e71-1s3q Fo (305)671-1sil 4268 Nestrogds Drive 2 `((yy ��yy��+aa.t Ar ti� a-mm7 LTL noaeLaem West Palm Beach, F.L 33407 3 DRAWING No �'�y��QtgA b vt154 WALTER A0TILUT J.P.E. 4 1,7 .10 3 ++ FLORIDA Lic.0 44157 5 SHEET RE'-S��SIGkbf.URE/DATE. s. 10A OF IR SEE END WALL CONNECTION r DETAILS•ON SHEETS 10A 13 & 16' so I INSTALLATION 'WITH`A, TOR, ®'* HV BLADE Y z * SEEk TES ON s'@,K�,�AND ALTERNATE LOCKS®'OR' ' HV .CENTERMATES & ON SHEET 4 D U,T IHXi5TMcuss. SCALE 3/8=I" ,SEE LMRATIONS OF USE•FOR SEE' END.WALL I f BLADE aN SHE 1 e_ CONNECTION / 1 OR ♦ DETAILS ON SHEETS 10A: 13 & 16 -- ---------- _._ --------------------- ----- ------ --- T I 2 OR (DOR®tOOR $• f j /� I OR GR Ot G� 1;/!}O 7• l/PT... LAIN'TO GLAS :SEPARATION j 4- OR MIN SEPARAT Df! MIN-SEPARATION (SEE SCHEDULES MILL SEPARATION F. , I [GCd TO {y/"OUTSIDE,LOCK TOSg ON SHEEP'S}' DZ p TO G1A54 oR¢A OR 4 }' SS(SEE SCHEDULE, 'GL/SS(SEE SCHEDULE R :(SEE SCHEDULE$ON SHEET 5)'' .ON SHEET'5) ISN .j .(INTERIOR) ON SHEEP"5) d _-----_------_— - _—^-r---_—.--_—_ --_. ---------------_7VAlk,-------- —_------_—_ —_—� SEE END WALL CONNECTION DETAILS ON SHEETS 10, 13 &J6 1 OR�♦," 3 OR 1.,. •OR@ g. `LJ oR�♦. 14 * i' 6'OR * i .OUT (EXTERIOR) .(EXTERIOR) �. t SECTION AT END 1� SECTION AT OPPOSING ��s 11 SECTION AT SYMMETRICAL, CENTERMATES W- LOCK ftOR'�tlel SEE END WAIL � , DIRECT MOUNT 0 / ,�0_ 2'.2 ir1/61D•_2� SECTION 'W./ LOCK 166 OR •� CONNECTION. .(606.7 T6 ALLOY),hLUlL ANGLE' W/(2)1/a 0 Ti,11 W-NOAS ; I--- ———— 2 OR 3 OR 6 7 OR ------ ----- DETAILS-ON sSHEEfS TO CO+CRETE Ti o+o _ - --- T .------.--__-.- ... -- _.__-- (<)810.1/2'SM.S.TO TUE O O O O O I —i-10A. 13 k.16 AT EACH ANGLE.(11P) ))T OxJ,C.SMS.-® 12 -0R /} OR '$ + rj OR 2 f ,j I MIN.SEPARATION lilN.SEPARATION I E r O,C.FULL LENG�IT_ MW.SEPARATION 'JLN S`PARATION 0•G1A55 T0,GLA55 I N O @ TO:GLASS..W/INSIDE To"LY/CUISIDE i T 10 OR 4A oR.4 t COCK(SEE.SCHEDULES b (°EE S31EDU E5 (SEE SCHEDULES (SEE-SCHEDULES ON SHEET 5 -ON.SHEET 5 6,')W/ 7 ONLY FOR SECTION TO DN SHEET 5) ON SHEET'S) I - ---- -� — - - - — ------ i' 13 � . t/ 2 ,/Z,. 0 1 ,1' i ,1 14 .OR 1, ^3'OR O 15,' :is* SECTION AT SYMMETRICAL ... (TTP;) SECTION AT OPPOSING. SECTION AT CORNER POST - - :CENTERMATES. W LOCK '' ' OUT,+���A�°•<�� CENTERMATES W LOCK � FLORIDA .BUILDING CODE, (High : elocity Hurricane, Zone AINQ. •'r,c�� ,�t/�` 02017 T © LTECO,INC.(ENGINEERINC)� •2017 EASTERN METAL.SUPPLY;-INC. v.6 BERTHA HVTM ,I L I E.0 O 1 N.C. ■S.S■A. Accordion Shutter System RV. e�AOE W/,,OR w/o H v�nnmow LLaDE 13 "�•' �t,.l[!`�� + TI'UT TESTING k ENGINEERING COMPANY •. hutter Systems REY.H.- DESCRIPTION' DATE DRA%NN'BY:.LQ S " Associations. Inc. , DL6 Imo„ �� �'/hOLT�Q•.'_\VJ 4� 6 N.W 38.h.St,Sb D6.NkClNN.GAA915,Fl.OWOA,JSL6 0)!36/,1'/ DATE:.07/26/17 -v. —.•r�(F Fn6n6 (705)871 1530 r6x.' (3Dsj87,-153r 4268 .estroads ;Drive s. - �s,� T,��L c���1L�i. g-m�eeLoao`siielC6" West Polrn Beoch, FL 334073 DRAWING No lOIY./1�.4 WALTER A.TICUT Jr.,P:E: 4 17-103' i! !RORIDA.Ut./44167 S SHEEr' P.E. SEAL/-SIGNATURE /DATE 6 11 OF 18 SEE END WALL, INSTALLATION WITH C SERIES 9444 ALUMINUM * SEE NOTES ON HV•T•LOCKS 21 ON CONNECTION DETAILS ON �j HV BLADE W J (20V-T3 ALLOY) LARGE FLANGE THIN SHEET SHEET 4. ETS sHE10A '13 & 16 NUTSERT,,PART 111082D AS MANUFACTURED BY f7 f1AVDEL CHERRY TEX70".PARSIPP.ENY,NEW YA ExlsijNc GLASS. HV T LOCK CENTERMATES JERSEY 07054 OR EQUAL OGeOoRO+7OoRO SEE END WALL os OR - oR + ExlsnNc IN , H. & 0 - �fO O O .SUBSTRATE CONNECTION DETAILS'ON — SCALE '3/8"=' 'l SHEETS t0A• 13 dE 1 r--PR®',OR. -- -------------------- ------ ---- ---- — — ---- ----- --- '" 2' OR'3 OR 6 + T OR $: 1 O O O I �I i .i EXISTING GLASS i O O OG O O 61/Y NLN.SEPARATKIN MIN SEPARATION MIN."SEPARATION, I // • OR 4., OR $ + :7 OR 2 } 5 TO'GLASS'W/OUTSIDE TO GLA55 W/-INSIDE: 70;GLASS MIN'SEPARATION (,./If { LOCK(SEE,SCHEDULES LOCK(SEE_SCHEDULES (SEE SCHEDULES. TO GLASS' / /„ 9: ON SHEET 5) ON SHEEP 5) ON SHEET:S) I (SEE SCHEDULES n OR&OR®+.� I N 3 1/4•' I N SHEET 5): Jsi \LY —— — — — — — — — i 2.7 i 27S.' 1 90 RIES f _ - I 1 s rs VA1. ( { VARIES: . 110: @ 14 SECTION AT END OUT OUT s 112 MAX..SEACK J (DIRECT MOUNT) 1/_4-"0-20.%1 ss. �1 y e. .SECTION AT HV "T" LOCK © aQnpN AT SLACK'DETNL (IF APPLICABLE E%ISTUCC GLASS MIN SEPARATION TO GLASS CE MATES Wf LOCK (SEE SCHEDULE OH SHEET 5) -- ------- -- -- _--__- -- --.._--_---,- —- =2 OR�DR�+OORo- —� I i O .O � O O T 6.1/ T 2• L6NSEPA�qTION R }.OR +. OR + o CLASS I I (SEE SCHEDULE I R@ OR®.+� I IF IN.. .SHEET 5) . 3 ,/4 5,6• 4 sib• I,.N INSTALLATION WITH: HV BLADE W/ ! HD CENTERMATES i - <_.. SCALE-3/8"=J" 90, O 23 .. 23 22 I; 22 OR ' L N. . as.25' 24 - ss 25 -:24-' ` 23 `SEE NOTES'ON HD LOCKS .SHEET 4; OUT OUT 1�7 SECTION AT END (DIRECT MOUNT) SECTION' AT :SYMMETRICAL HD LOCK. D. CENTERMATES W1 HD LOCK FLORIDA BUILDING CODE (High Velocity Hurrlcan_e: Zppe _,f111T♦ :.-jf.,,�I Q101.7 TILTECO,INC.(ENO*EERM„C) ©20,7 EASTERN METAL.SUPPLY;'It{C. BERTHA HVTM ' A■S�S.A. Accordion System Shutter IL. EGO,N... Hy BLADE W1 oRW O KV.'1MNDO,' /f3` !' American S'hu#tee SysternSREV,No DESCRIPTION OATS, DRAWN 8Y:LC_ •�; �`T/. / .TICCIT TESTING k ENGINEERING!COMPANY 6355-N.K.36N S/:;Sk 109:MRM14M OMDMS,'FIORaA-3316 ASSOCLO1IOn� IPIC. 1, •Om 157., W1.117 DATE:,07/26/17 •• 'C Vf_ bf :'(3q5)871-1530 F6—(30.5)871-753j• '4268 WestroodS OCiVB z ��.� OR�QP \''��P`,1 "-m eB 10oo671s� - DRAWING NO West Palm Beach,;FL 33407 r /,t '�[`��`�1` WALTER A.TILUT 4'P.E.., 4: ��—103 • iJJ j^'L.� E/DAT,E FLORIDA p:g416i s. SHEET P:E. SFA , YX1' 6 t2 OF 18 END INSTALLATION -INT.O CONCRETE OR CONCRETE BLOCK WALL �?OURED."CONCRETE OURED„CONCRETE SCALE 3/6”=4" POURED CONCRETE \1 `-B BLOCK WALLEQUIRED OR NCR OR'CONCRETE , r :BLOCK 17ALL REQUIRED POURED CONCRETE OR OR CONCRETE �• v+ f . BLOCK WALL REQUIRED 1/40 CONCRETE CONCRETE BLOCK WALL �.,- 2'MM EXISTING GLASS I, �(ISTIYO GLASS' REQUIRED 1 AN!;HOR®16 OC 1 1 -�� 2 _+^- XIING GLASS <MIN :1 .. 4XISTING.GLASS: EQ 1/d6 ,D� >3 MAX: (60637T6)CONT. EITHERE IAT,DE i ALULI ;CLOSER '� •1.USE OR 2 MAX. " 1 OFTM10'�IDE� i Pwt,(LOCATE"AT 3 / \: (As APPucA9LE)><2 x1/a'.D'-z' 1 z' EITHER SIDE OF(D) ALUMINUN CLIP ANGLE -,_-.- - -.-_-_ (6063 TG ALLOY)AT MIDHEIGO I . 1 ) STdx1/2'SM-S --°'=� Nioz1 2'Shis.. -----: Aty 1. ® T6'O.C. • - ®16''0:0. I / &/(2)1/46%ANCHORS TO TW :A7 1 OC (LOCATE AT EITHER / 1 "ORO 1 OR i - SIDE SEE DETAIL X FO ,_ •' -- _ OFOSEE.DETAIL X FOR. 'SIDE CONNECTION. _ '+"I; - -, i:D i .• .' SEE DETAIL.k-F0� / - -SIDE tNINECTIO 1 oR� TO TRACKS TO,TRACKS ` l; SIDE CONNECpON O OR 3. O i �R I To TRACKS OROOR�1- OR $ 2 OOR OR $.6 7 - - .� . 2.OR 3r OR 6• ']'OR O 7O O O OO O OR 4'.OR .$ + rj OR OR,4 OR $ + 5 OR 2 +5<b.R OR JI +. O Q O ZOFOOR@ OR@t '-O Q Q O' .� OROORO'+O0RO+OOR®-.OR_@+(g END CONNECTION DETAIL ®" END' CONNECTION DETAIL O END CONNECTION DETAIL END. CONNECTION DETAIL .'REQUIRED ONLY FOR SPANS GREATER TWIN 12'-0' COSTING GLASS U RETE OR D STING � ,-'POURED CONCRETE • - CONCRETE BLOCK WA11 -� :\T REQUIRED GLASS . .• Ii1 '•1041/2 5'E4S -�-_____._�-. 1 • is oC• OOROOR0OR 1/2•MIN: I _ 1)4'0 COYCRETE 1/470 C0^ICREF6 ANCHOR a-1_6�', + ' i. •.-._•_.-- ©ORO OR@O:CC `�-- �2-MIN_- 2°MIN - _. aI - OORO'OR DOR_ - _ 2 4 PLAN VIEW' ,.Y . . .• F..,OR $ OR .. ® DETAIL X i OR ( ' L POURED CONCRETE OR OOROORO O CONCRETE BLOCK YIPI1 2'. 3 6 7 OR 8 : r SEE UM AT10NS'OF USE FOR REQUIRED; . OR®OR @+O ORO+OORS@ OR&& 13 ADE T,ON SHEET I6. CONNECTION 'DETAIL. END CONNECTION DETAIL i„6i iQ FLORIDA BUILDING CODE (High Velocity Hurricane :Zone " ,®2017'TILTECO; C 2017 EASTERN METAL SUPPLY, INC. INCz IN"iNG) o E�vs �'�.a :. BERTHA HNT'" _ AccordiOn Shutter System IL ECOrr,�. ., } ` H v..eLADE Wj oR,w/o rtx,w�r�ow eLaoE . American Shutter Systems REV N., DESCRIPTION DATE DRAWN BY.LC: 'O L• sr' TILLIT'TESTING do ENGINEERING COMPANY Association, Inc'. I an,is w Wj26/17 DATE 07/;T8/17 9'e• �� 6355 N.W 36th SL,'St.. OS VIRGINN(WIDENS,.F10RaNi 1316 Phan N(305)871-1550 F.i:'(305)871-1531 4268 Wesiroads ;Drive z'. DRAWING :No ,�` - vt`a ;• 0-moi epee 71 Lc West Palm, Beach, FL 33'407 s S 6� ��\Y EB A. 'nLUT, 17—V03- WALTER 03- /�(YAL "�'N WALTER A.TILLIT J.P.E. 4 FLORIDA.Lie.S 44167 s SHEE-T P.E. S 51, 6A E/DATE 6. i8 OF t8 WALL FINISH, EQ —EQ: 2'MIN. 1/4 0 TAPCON W/ADVANCED. — _ EDGE 4x8'(M W EXISTING— .1/4 )� y^:, ( THREADfCfLM TECHNOLOGY W/ 11/2' - ' -- (IF APPLICABLE) WOOD BEAM REQUIRED _ I c M n PENETRATION OF THREADED AREA I STRUCTURAL ADEQUACY E TO EXISTING WOOD HEADER.,(SEE ---- EXISTING WOOD' OF EXISTING WOOD E ;S BEAM TO BE CERTIFIED o / 1 �, - -- TRUSSES OR �/' 1 SCHEDULE ON SHEET•8) BY REGISTERED: i i t RAFTER.,®124' / 1/2 1¢2� D.C.REQUIRED ENGINEER OR 7/2. .. - .UTTER AILATt_ ED THREAD RM TECHNOLOGY W'/'I ARCHITECTINST U9ATON. Z - -- - - /� / 1� 1/2'Min:PENETRATION'OF 3 OR 'O OR ®- .{. E%ISpNG SOFFIT. Ed ,1 t, !-, ✓ ✓ .I .✓ / f .r 3/4, M...THK. THREADED AREA'TO"E%STING WOOD BEAM, SEE SCHEDULE, SHEET.a 2" U, !I 1/4.0 X 3%4' -.E 0-1 x4 xt/e CONT.ALUM.TUBE ( ) t NIN,� s _ tTY1.BUILOE% (6063 76 ALLOY) AL (3)5 16 0 LAG E SCREWS TO EACH RAFTETi OR TRUSS- !; 2 , LOCATE LAG SCREWS AT MIDWIDTH OF ... j I• I I' EXISTING.WOOD MEMBER:(2"Mtn„ 1�� s, ' I. I: OPEN'HOLE Ai:EACH `J NOMINAL 141DTH)W/2'M•n. MAX. y ♦ STUD TOAGCEPT i i _ PENETRATION OF THREADED AREA,VALID IXS t''I `I I' EXISTING MIN.'2'x4'' I OR ® 5/16'0tLAG.SCREW 1/4• fOR•INSTALLATIONS WITH 62ps/MAX. t WOOD HEADER I AT CENTER OF TUBE. REQUIRED' .I !AA% A.S D DESIGN LOAD AND 8,-,o-MAX. i EXISTING t � SPAN THIS INSTFUATIONIS ONLY VALID GLA55 7 I, I EXISTINGI I, FOR WOOD Y7 MIN SOIfanc GRAVITY V5 FIR (I uw.srsiP4lwx tOaAss GLA55- OF 0.50 AS 6DUGR OR �-(sTE x�LDLAEs 0v srtErs) I�,; .I; '..€- .•I - - I;: SOUTHERN PINE NO.2;.OR EQUAL ,+I_ .I,i .1 OR 1 NN:SERAwow TO YIYSE-P.ro ; s � I Opp (SEE s°Fj ulcs x ' ON WALL CONNECTION AT TOR ,. HOLLOW CEILING MOUNTING INSTALLATION 3W.SOFFIT MOUNTING INSTALLATION OR MAXIMUM DESIGN PRESSURE:t62:pH, MAXIMUM•SHUTTER SPAN 8'-O' EXISTING t YRi SEPMUTH:!I 10-f1ASS ,I I GLASS 4 �(.EL•'_[NE6ULE$ON shru 5 . • , Y4Y.6EPNNTxx1 TO 6L1T5 :I I. I '•pat SLYNiATOY TO. i 2:x4 Co.. ,(c„ SnHEDlAFS ON SHEET 3) pp 71 -5n= Ass(sEc sauancs I OR EXISTIN I I WOOD PLATEk,I, ♦ , aa,sr+EET.S) -. GLASS. t _I REO�D,-, •tttttt, WALL C OR EXISTING , I' i FINISH t (SEE NOTE 1.c'GN:SHEET 5 GLp55^; t FOR LIMITATIONS) t WALL—. 1/4" y I xs I ALTERNATE_ 1/4' ANCHOR I LOCATION i � Max. y4�1 ASHERHEAD TEK EO 1/2 t - '3 OR 4 OR OECX REOUIROD t 10x3 4 HEX CREWS®9' 1/4 0 TAPCON W ADVANCED, THREADFORM TECHNOLOGY W/1 1/2 1 i 1 1/2. 1/4'Or TAP ON W/ADVAN ED TH EADfOA (NO FINISH ALLOWED) -- �r -• t.. Min:•PENETRAT10N.DF THREADED.AREA / ; TECNNO'.OGY W/112',M..PENETRATION OF THREADS _ fJ2 4 1 ,, r TO EXISTING WOOD PLATE(SEE f SSStt 1 1 1 AREA INTa'PLW.TXX).(SEE:NOTE 1'4'ON SHEET;S -` -•�'�T="-�0-` f -ECGE OF CHEDULE ON-SHEET 8), j' E• FOR_LI•MRATIDNS) EDGE OF,DECK OECR IF I. , lE AP - - ,.----- lf - ` 1 2'MIN COX PLYWOOD REO'O `2 J.IIN--�-�'� - APPLICABLE 2x4 Co ! 1 / _-- Y ;PLATE REO': _ ✓' 4.3: 'l f ? - -V - BXISTING MIN 2 4 STUDS® 16 D.C.` '1/4'0 TAPCON W/ADVANCED THREAOFORM , 4© WALL CONNECTION AT BOTTOM MAx READ PLYWOOD TO BE ATTACHED TECHNOLOGY Y//1 1/2'Mn PENETRATION' V MIN. TO STUDS W ACCORDANCE WITHpF THREADED AREAANTO WOOD DECK)(SEE ;SECTION 2306 OF THE F.B.C. ;SCHEDULE ON'$HEET•e), 1(-QS E�SHEET 3 FOR TYPICAL SHOTTER ASSEMBLY 5Y� WALL CONNECTION AT BOTTOM 2-'MOUNTING SECTIONS_CAN:13E;COMBINED IN ANY WAY 'MAXR4UM DESIGN PRESSURE:'362'PO 6W FLOOR CONNECTION TO SUR.ANY IHSTALIATION,, MAXIMUM SHUTTER SPAN 8'-.11' SEE LIMGATIDNS �sE FOR. ,INSTALLATION DETAILS 001 E'X-ISTING WOOD: BUILDINGS. BLADE OA ON SHEET 18. ttpiWIlli SCALE 3/8"=1" FLORIDA. BUILDING CODE (High Velocity Hurricane loo . Y711!1�� ..... Cf ®2OT TILTECO;.INC.(ENCINEERtNC). Q2017 EASTERN METAL--SUPPLY,INC° l ti�cl►usF -w BERTHA HVrm 1L ;ECO:�N(: A S S Q Accordion Shutter System, y� ■ ■ ■ Kv, BLADE:##3 W/OR W/O H.V.Vv1NDOW BI":#3 ' American Shutter Systems REV:No DESCRIPTION DATE DRAWN.IF*LC:. .p, 1� � • TILLIY TESTING & ENGINEERING COMPANY - STAf�UUUii� Association Inc: i Cross DTn6iIi DATE.07%26/17 '4Q i 6355 Mw 36Th St;Sla 305 YRCwI0.CU5YN5,FLOWDA 3316 - 'Pncna (,05)871-1530 Fox ,(305)871-1531 �4Z88 WES(FOOCIS DfIV2 2 , (Lp p� 4 e-mao m1 co®o!:com West'Po'lm Beach, FL,33407 3, DRAWING No ~�VuJOrYAt V�\�tl•I Ea 00067)R .4. 1 7-1,03 Wmw ALTER A. T J.;P.E. :FLORIDA Uc,.g 44167' 5. SHEET, P;E SEbL'%SIGNATURE%DAFE1 6 t4 OF 18 r--WALL FINISH / 1/4'O.TAPCOd W/.ADVANCED, r I TNREATECHNOLOGY 1 1/2' ENETR Y!/' I•.: I PENETRATOIV Of THREADED AREA TO,EXISTING WOOD jiEAOER:(SEE NUL,sEPARAnON To I SCHEDULE ON SHEET 8) (SEE-SCHEDu % 1/4'.0-20Y3/4•S. BOLTS w/ �; 9N SHEEP 5) GJUT'h WASHER®9"O.C. f'F FYI. 1".Wry. EXISTING T/4" 1• :GLASS 1 i MINI 2'aV MIN.WOOD will, I' �... DECK REOUIREO (ND FINISH ALLOWED)' f , EDGE OF.-,DECK' /— - \EDGE.OF' IF APPLICABLE - '- DECK,IF` 6 EXISTING MIN.2'.A• O ­—E 2''REQUIRED' I� i I Y MIN. )/4"0 TAPCON W/•ADVANCED - EY.ISTINGLAS N.SEPARATCH To I THREAOFORM TECHNOLOGY D 1 1/2' _ GLAS uss.(sEE�SCHEDutEs _ _ M'n.PENETRATI01)„OF THREADED;AREA - tzNSHEET'sY I I INTO WOOD DECK(SEE SCHEDULEON SHEET 8) 2'MIN. �W WALL- MOUNTING INSTALLATION' SW,FLOOR CONNECTION. EXISTING EXISTINGGLAS�T —JIEE!-^ WA4N.OHS(SE'PARAnON`'T0. iI I OO I Hv.SEPARATION TO SCHEDULE S SHEET 5) ON SKEET S)GLAS O (PALL /•• FINISH f, FINLSH I s t l 5 .� 1 I �•:wc EOJr �\ F' ED EO /` *I .'' I I' EO 1 __7 l - NLR&WASHER 9 BO.C6LTS V!/ / } 1 (L i 41: TAPCON W/ADVANCED n L E E: Z:JI. �i t ;. i THREADFORM TECHNOLOGY W/1.1/2• r k i I 1,� Z14aJ/4 F H.SDS®.9' Min.PENETRATION OF PLATE.(SEE- •.r' SCHEDULE.ON SHEET:5 - - L i/4 0 TAPCON W/:ADVANCED -_) THREADFORM TECHNOLOGY 1Y/1' T/2` 2'x4 CONT-.SILL WALL FINISH _ __. -- L2'R4'CONT..SILL w,PENETRATION OF THREADED AREA -- - -PLAT£REO'D.. ` • PLATE REO'D.' TO.IXISTINC'W000-PLATE,(SEE -' • 'SCHEDULE ON SHEET 8)' _ . WALL.MOUNTING INSTALLATION ,WALL MOUNTING INSTALLATION 1s'EEEE SHEET 3 FOR-TYPICAL sHLnTER ASSEMBLY 2-MOUNTINGN,SEC i0NS CAN.BE`COM9INED IN.ANY WAY TO SUIT AY INSTAU`A7)ON, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ITPe7fi/�«CA�°J!s„A� .SCALE'3/8'=A” FLORIDA $WILDING CODE '(High, 'Velocity Hurricane. Zone \\y 4, •�y CIT /�� 62017 nLTECO,.INC.'(ENGINEERING) ©2077EASTERN METAL,SUPPLY'INC. s� BERTHA HVn-' SA. �77= A.& A cordion Shutter-System H.V. aADE`.� AmeAcan ShuEl,er'Systems REV No DEESSCRIPTIONN W/O DA DATE: DDRRAYIN Q, -</ ,; j; TILUT TESTING:& ENGINEERING:COMPAryY O,r F� •�4 6353 NW 361A SL:Ste.303 VMNA W ENS'FLCRD0.'3316 AssoCiOfloT1, Inc. 1 c�i6 aH1 y/ DATE.07/26%17 C4 •.�y�at+ Pficne (.05)871-1530FO :(305)871-1531 42615,Westroads Drive 2 _ tPS+ �\ '' o-moT 6tew®aoL , West Palin Beach, FL 3340'] ; DRAWING No. 70rdAL�. 17-103 EB OOOfi719 4 +ice' WALTER A.T1LUT'.l P.E: SHEET . t -'•• FLORIDA LIC.'®44.167' 5' _ P:E. `.SEAL/ i" 6 15 OF 18 END :INSTALLATION INTO. 2"x4 MIN. WOOD STUDS4 SCALE 3/13"=T" TM r'' .r ,/ /� /'� iJ •' �.� % .� 1-_/- .l 1_f` /' i2`x41 LAIN.1V00D 17 c .fes J �%`�r .,f-Y :2"x4"'MIN.WOOD r• r f,. ,. STUDS REQ'D. �. 2'za"MIN.WOOD _ I STUDS'REQ'O. '; 'STU05 REO'0. t/a o TAPCON OR TAPCON W/ ` , \. I t/�"o TAPLpFiQ7;711'CiSt ADVANCED THRFAOFORW/M, \\ /j tD'i/,1'LED il{ PrOrpl TEOwO1gGr GHNOLOGY ANCHOR'O 6".00. '• / i AH4 17 6.Q.C...Ylf 7 t/Y MN:. W/1'1/2"MIN PENETRATION S PEKEIRATWN fNTO SROS OR W Idt j I 1NTq!STUDS OR W/MIN. 1/2" ( /I"'PFNEIRAtbF1'701 \j) j DISONG I I s, PENETRATION TO 1/27 COX. I f { PLY6L�0,G NO SttAS East... GLASS 1/2'uw,CD% y" -`' 'PLY'NOOD'IF NO STUDS E)OST. ;):"� EXISTING , i ••'� ` /ff Y "r,. _ _ PL'(M'OOD: _ XiSTIt.�6I I 'IS R y �E,tX�I[SnTING GLASS i/2'!!w.CIC j 1/2-MiN„CDX. 'l P1514G0I' � tt! I' ,PLYVlOOD.; 1,.,. ---- "-` +.�. 'r^'” x�,,.?• ,- `''"xs 3 �.,�,�'lt � :.v,+S •».'tai a '.J�,'�"_�'"�``"'�•. t." °�,. ^' ��'"SN 7/2 MIN COX (LOCATE AT '1/16 xJ WALL-,J' .T.USE 1 OR 2 MAX .eve t PLYtVODi). L-� J S EITHER SIDE 1 (6063 T6)CONT. FINISH (AS AP,PLICARLE)x2 x4/8.r�0,-2 r,/. .. .. FINISH .z ALUM.UOSER - . . 'OF 10) - I ALUMINTS ALOY)ALE ) PLATE(LOCATE, {6063 T6 ALLOY)ATMIOHEIGH7 AT'EITHoF SO) • - (y}.-1' _ .' •#70x1/2 5 M S� a._.�<— /�' 7 (2)1/4-0 T CONS ANCHORS TO i I _—_—.._—_.—_._....—.. ;®'16"O.C., �tOxt/z'S.N.S." I.- _____ _ _ pftAtt AT 1'¢.G(LOCATE;AT OR / 016 O.C. I — EITFIER tfl)E OF(DD �'•� SEE,DETAILONE FOR_ 1 O - - t - SIDE;CONNECfiON SEE DE7A7L,7t Po TO TRACKS •• -{ / SIDE'CONNECTION J �OR.(q. . aOROR. -FO OR.a. (CIO 9A,. � SEE DETAIL X FOF� / � OR A TO TRACKS�J t---- SIDE CONN£C770N .. (� � (� ((� / OROOR;�OR $ .+ OR + Tq iruplcs A:JORI"`;'JORQ+O OR rti./—J END CONNECTION DETAIL, END CONNECTION DETAIL ;�?� CO �t OR 44 PR OR O+ 1/4 0 TAPCON OR TAPCON EXISTING GLASS 2x4 MIN MOOD �._/-END NNECTION DETAIL W/ADVANCED 7HREAOFORM ________ STUDS REWO.. EXiSCING ® ,END CONNECTION. DETAIL IECHNOLOGY,ANCHOR5-W i/44 TAPCON OR TAP,CON. '----- - GLASS ` 1 i/2 MtN.PENETRATION �W/ADVANCED THREAOFORM : i SEE'CIM ANIONS'OF USE'fOR. 'Y REWIRED'ONLY'FOR SPANS GREATERTFlA� �PIOXT/2"SMS �' O.C. I TECHNOLOGY ANCHORS.Wf'S i/" BLADE ON SHEET.T& ., MIN.PENETRATION;'® 12".O.C. 1%2" �i6 O.C: OR OR OOR �!� 4 , i I - _ ORa 1 2_MIN ",MIN.: RSIN �,\ it !i iOR � I i2)3�' l21 UOR 1@A OR 7J)OR 4 OR `'c,`' 2"x4"'MIN W0' WALL', ,O O FLAN .VIEW Y STUDS REO'O- 'FTNISH. .OR 3 OR i• 7 .OR f q��;�� C.� _R8 �oR, DETAIL. X €ND. CONNECTION DETAIL oRoR OR a+)oR0 J 71 T�!� �,,f6 END CONNECTION DETAIL FLORIDA BUILDING ;COOE (High. Vero,city Hurricone Zone) 7 - fV,,�`'e_ rt� Q2017 nLTECO INC.,(EN.OA+EERwO) 02017'EASTERN METAL SUPPLY,'INC. V - ._. '� BERTHAFM_ H r ter S,AcilQn Shuteste FLV, BLADE#cc rW; OR W O,KVRADE,#3 WNDCIN / American Shutt$r $ S+fBFi'SS. REY.NO i}ESCRIPItON •DATE. DRAWN SY'-LC. .. JiAI O TICCIT TESTING.'& ENGINEERING COMPANY IME �R �C`" lA'. 6355 N.W 16th*_4t..,305.ViRdNN GARD�.l`lS f1AAO.A'3316' A$SOCidtion, Inc.. } -'ab)5-d6t 0]66/17 DATE.07/26/17 —z�r--� �1� Pnena {30s)azi-ts�p F t3os}6Ti_)s3i 42&8 VtesEroods Onve z t$ ,Cpl ,1L -ma talaeooco.�em West Pplm :Beach; FL 33407. 3 DRAWING N- `S�DNAL V ED=0006719. 17-'1'0'3 -V;AgE(k A TILWT Jr.;P.E. a "' LOMDA Uc..,#pats;' s SHEET P.E. SEALfSiGNATURE%DAA', s " 16 OF 18 0,1875' ` 0.0625" F 0.0625" "),IIN. 93 SECTION X='X. o.osz5'`•J / 1 1 BL'ADE'S 'I -.KNUCKLE POLYCARBONATE' SOURCES FOR 38R FLAT PORTION1• OD .ICAC.PROPERTIES RESU1J5 � .TYP�� APPUGIBIE$fANDARD'I� LT• OF.BLADE � - x / ICA 4 p !geVr; SPECIFIC;GRAVITI MECHNJICASTM1 0792 1 0.043 lb%in' 0.043!bp..' 30 HV WINDOW —, .., -j. .. 4. TENSILE YIELD STRENGTH ASTM.0638 9400 ps.;- 9,500 0.!0. 1.3750" FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p's.i. 13,400 o..: 1: FLEXURAL,MODULUS' ASTM.D790. 340 000 p.s.i. .345.000,p.'.... NOTCHED 1ZO0 AST T-1b/in 1T Ff-Ib�" BURNING CHARACTERISTICS' tAD256 18.F SMOKE DENSITY ASTM•02843 47.2,% 64.5:MAX. �� ,_ � .✓ RATE OF BURNING ASTM D635` ;C-1,CLASS I C-1.CLASS \�^ 6310000" SELF IGNITION. ASTM DI929 1040'F I 980'F L�.^f•� 63.7500" W aTH RIN• ASDA G155 1 2 7/8'•MIN,CLEAR. .1/4"CLEARS i.5.3/4" TENSILE!STRENGTH.AFTER-..*EATHERINGASTM 638 I 9302 P.S:i. 8840 p.sJ SEPARATION BETWEEN BETWEEN TABS; 'ON CENTERS , TENSILE'STRESS:BEFORE WEATHERING: AST1A 638 I 8461 P.8J. 8880 p.!V. BlAOE OPENINGS I I I 0:7500" ' POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBOtJATE \, RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION SCALE: 1" = 1" i2'MIN CLEARANCE , TO BLADE BOTTOM .. .. EDGE TYPICAL 1A HV WINDOW BLADE #3' AND SCALEc 3/8"-1 PO �kr- ONATE. HV WINDOW. DETAIL 1•, FLORIDA BUILDING CODE ,(High `Velocity Hurricon.e Zone ®20Ii,'TIUEC0,LNC.{ENGINEERING) 0.2017;FASTERN METAL SUPPLY, INC. (9 C � . A BERTHA HVT'A �:�, Ec o�N�. A S.S,,A. ccordion S. u er System - Ame an huffer Systems REV.N, DEESSCW/TJON OR W/O DATE WINDOW vN Lc y�3 YY`• (, TILLtT TESTING'k ENGINEERING'S COMPANY �c S o"Q F �. ;mow 1t 8355'.N:W 36N St.,Ste.as Vd+11114 WDI24S,FLOMDA.3316 Association, 'Inc. -1 otD ID=0B4 07/26/17 DATE::07/26/17 D Ef/R10 .z> ; P1ro a (305)877 1530 •Fvt (305)8,71-1531 4268 Westi-oaos Qliva '.2 ^�t5'nn•/n1 � - e-inOT 6ltecot7aoLcor.1 'West POIm Beach FL 3340'7 3 - DRAWING, N,6 EB 0006719 WRLTER.0.T411T Jr_P.E.. '4 - 17-103 TLOBIOA Ue &44167 5 'SHE P.E. SEAL/SIGNATURE/DATE s 1.7, OF 18' ?'.GENERAL' LttiITATIONS AND CONDRIONS OF USE FOR'SE Cts HV BLADE#3 ACCORDION SHl7TTER'SYSTEM WORKING IN ©'O tW 2 'LJ UNISON WITH lA:FIV WINDOW BLADE k3: 1.MAX:ASID.DESIGN-PRESSURE'RATING:+62, -62 p.&f. 2.MAX..SHUTTER SPAN l07"_;8'-11"®.+62,.-62;pg 1 MAX:SHU TER.SPAN 114'=9' ®+55, -55 Psf '12 3.ALLOWED MOUWINGS 1,2,7'&8 ON SHEETS 9'& 10:AS WELL;AS MINI UM MOUNTINGS ,W 2W,.M.4%.5W'&6W`ON,SHEET 14. r.C.J�17 t 4.ONLY CENiERMATES 13 14 (BOTH W/ 16 OR.®.ARE.ALLOWED WITH 13 ET&� 14 ARRANGED JN A,SYM LAYOUT, IJ or-`1�Ly ` S.(A)p HV WINDOW BLADE.03 SHALL ONLY ALLOW A MAXIMUM OF'S' TYP+ E0..END ! OPENINGS.(3'0 HOLES),FOR®;PER BLADE.ATSPACINGS,SHOWN.ON SHEET I 17.; HM ES), 5 WINDOWS • ,' i • • '• `'• o a• '(6)LMN..CLEARANCE FROM TOP,OR BOTTOM EDGE OF©A HV WINDOW BLADE,d3 ALLOYED AT,IA HV s r I . WINDOW BLADE'#3' I OF ANY 3 0 HOLE FOR'©e SHALL.BE 12�., i MAXIMUM :(C)'hF ST OR LAST BLADE.COMING OUT FROM_STARTERS,AT ENDS MAY ilf'OA • • •� .i �• • •. '.•, - PAN..,. HV WINDOW BLADE Q3. - .. SHUTTER 5 .. .. �� �•.. >SEE'UMITl.TION� .. .,• - NOT€2 (D) 5 HV WINDOW BLADE-#3 MUST.BE USED ALTERNATE TO A'SOLI_DOl HV + A • • 'BLADE=d3 7HROUGHOUT SHUTTER'S WIDTH. $Y • 1 (E)CENTERMATES SHALL ALWAYS'BE INSTALLEd ADJACENT TO A SOLIDOHV • e, BLADE 13 AT EITHER SIDE OF THEM • ,5R y a • �� •. (F)POLYCARBONATE E WINDOW'38 SHALL'BCTEDi ALLE 1 S0, T TABS FACE •' 1 THE.INTERIOR OF THE OPENING BEEN.PROTECTED:HV WINDOWTW(3��MUST BE CONNECTION a A3 ONLY,INSTALLED'AND.LOCKED USING A'144 SETTING TOOL PROM. BY OSSA,' DETAILS,-ON SHEETS S l ,INC:. 13&76 TYP.-FULL NEIG&Kr P' P 2 MINIMUM I 6 SEE'ANCHOR'SPACING SCHEDULE FOR'INSTALLATIONS-INTO WOOD FRAME BUILDINGS ON SHEET 8,,AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES i&2 ABOVE). ._ 7.:SEE..ANCHOR$PACING,SCHEDULE,FOR INSTALLATIONS INTO POURED - CONCRETE OR-CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED.BY SPAN '(SEE PLAN FOR REOU.REMENTS) AND DESIGN LOAD(SEE•NOTES 1 &2 ABOVE). '.2 8 TYP'TOP-&BOTTOM W 6W 8.SEE:MINIMUM iSEPARATION TO GLASS ON SHEEP S. NUMffED:WIDTH ( ELEVATION L_-0 OoR 0 SYMMETRICAL CENTERHATES.03.& - 9 W/0 oR.n ��i' 13 14�•\ i TYP. -- 1 'TYP. PLAN. (1) TYPICAL HV BLADE #3 WORKING IN UNISON WITH 10 HV N+INDOIN BLADE #3, SHUTTER*- NTg,. FLORIDA, BUILDING CODE (High Velocity ;Hurricane Zone LflDarll(uii s:� ' ® 7(11\p`. lF�±. 2017 TILTECO.INC.(ENGINEERING) ®;2017 EASTERN METAL:SUPPLY,INC. BERTHA HVTM A S. S A Accordion Shutter S'item ... . LL E C O'ING. . . HV. BLADE W OR W/O FEV::1MNWW MMAX#3 �� American Shutter Systems REV tw DESCRIPT1GN DATE DRAWN Br L.C. :O ,,,Y� �� TICLJT TESTING,& ENGINEERING COMPANY - 3' fas3r Association Inc: , «D is®1 �Tnaic, GATE'Oi/26/77 .. '•^ 6355- W.36W.St,.St 05.VIRGINIA WDVt%FLORIDA;3318 - w Pfio (7As)871 7530 .Fax (305)871-1531 4268 Westroads Drive 2 f �_>a,•° a-m i 1a1 .0_L_ m West.'Palm Beoch, FL 33407 3 DRAWING .N.o ss�QNAI '��'''1 EB-ooD67,B 4 17—"1 Q3. WALTER A TR.LIT'Jr P.E. 7 'AORIOA;Ua.:f.44167 s SHEET P.E. SEALf 1GNATURE/DATE 5 18 OF 18