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HomeMy WebLinkAboutProduct Approval-FL389-R9 °p _r}7",:171:.:1:~1F, 1 std ziln i { ;471`.V r 1 .. . Eso TIRIPRAOINE ARM D* OEM 0 04o0 CcastA4rabbf BCIS Home : Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map • Links Search bia44 Product Approval ids!USER:Public User • ",'' _-_ RECEIVED Product Approval Menu>Product or Application Searct#>Application List>Application Detail _._ SEP B 8.1018 FL# FL389-R9 Application Type Revision Permitting Department Code Version 2017 St.1-UCIe Count, Application Status Approved Comments Archived 11 Product Manufacturer American Shutter Systems Association,Inc. fitn Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 . bfeeiey@easternmetai.com Authorized Signature Bill Feeley /,44 9 lrodriguez@easternmetal,com 'ett%, Technical Representative �` Address/Phone/Email Quality Assurance Representative. Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L3 Evaluation Report-Hardcopy Received .1 Florida Engineer or Architect Name who developed Walter A.,Tiiiit„Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute -- Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ., 12i Validation Checklist-Hardcopy Received i Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC.,INC. , DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1),PDF FL389 R9 COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 .ASTM E-1996 2005 � ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By I Sections from.the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 • Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 • Limits of Use; Installation Instructions Approved for use in HVHZ:No FL389 R9 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:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is I2'-3"for 40 psi Evaluation Reports positive ASD Toad and 13'-0"for 35 psf negative ASD load FL389 R9'AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108-PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window.blade and 8'-11"for 62-,psf,9'-11" •Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for Max.ASD pressure.rating of+72,-72 and 84."for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg,17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389-•R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".'max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative,ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"psf.for metals stud mountings and 8'-0"for;110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7,11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures,. 389.3 Bertha HV Accordion Shutter- Extruded aluminum 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 FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC,.INC, . Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 PRODUCT€VALUATION, REPORT.PDF Created by Independent Third Party:Yes Rack r,oxt Contact Us r.2601 Blair Stone Road,Tallahassee FL 37399 Phone:B50-487.1874 The State of Florida Is an AA/EEO employer.Copyrlrrht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in responseto a public-records request,do not send electronic mall to tilts entity Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1.395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The entails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES: I 1. BERTHA M.V.ACCORDION SHUULM SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D_) HAS BEEN VERIFIED FOR CONPUANCE IN ACCORDANCE WTYH THE 2017 (Mb LOTION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(0.S.D.)DESIGN PRESSURE RATINGS InDICATED ON SHEETS 11 THRU IS, 19 &20. IN ORDER"TO.VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN'WIND LOADS DETERMINED PER ASCE•7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1 HV BLADES(7)dt d BY MULTIPLYING THEM BY 0.6.IN'OROER TO COMPARE THESE W/MAK.(0.50)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COUPONENTS AND ANCHORS ON THIS PEEL, AS TESTED,WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CO-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 .SHEET 3 BERTHA H.V.ACCORDION SHUN ITN SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED HN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: HUT TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOWBLADE SSE & WINDOW DETAIL -FN BLADE( 80214.01-03,"#0715.01-03. 81004.01-05,81214.01-05, #0317.02-06.80609.01-10 AND 80210.01-"1I A5 PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASR.' E-1886 AREA 2: HV BLADE C1)AND HV WINDOW BLADE IIA) ' AND E-1998 STANDARDS(MISSILE LEVEL 0.WIND ZONES I. 2&3)IS 81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) ' -HV WINDOW BLADE a 80505.01-08 AS PER ASTM E-1886.AHD E=1996(MISSILE LEVEL D;WIND.ZONES 1,2,3) BASIC PROTECTION ONLY AND 8'0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE()AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV,SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14A2,75'AND'814,.1.75'RESPECTNELY, 410-HT MINIMUM SERIES CENTERMATE DEThllS HTV SHEET-8 • STAINLESS STEEL SCREWS WITH 135.0•ksl YIELD STRENGTH AND ISO kat TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED.BY APPROVED CENTERMATE ALTERNATING DETAILS.HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD.STRENGTH FOR 6063-T5 ALLOY IS 30.0- ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 • ANCHOR SCHEDULE- CONCRETE & BLOCK' SHEET 12 S.ALL SCREWS To'BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 00016 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi'MIN.TENSILE STRENGTH. ANCHOR.SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY WI FLORIDA BUILDING CODE SECTION 2411.3,3:4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE A5TH A-307 GALVANIZED STEEL,OR AIS.304 OR 315 SERIES STAINLESS,STEEL WITH.35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 ' 7.SEE THE FOLLOWING SHEETS FOR ANCHOR'.SPECIFICATIONS:HV BLADE Io:12,13,14.15 AND•20 INSTALLATION DETAILS M-R, WOOD SHEET 16 FIV BLADE C)& WORKING IN UNISON, 12. 13& IS INSTALLATION DETAILS S.-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET IB 8. THIS BERTHA N,V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86779.582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 85'455,179 ISSUED TO EASTERN METAL SUPPLY;INC. /� 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO'VERIFY THE:SOUNDNESS OF THE STRUCTURE WHERE SHUULM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR.TO SEAL/CAULK -AREA-3:" HV WINDOW BLADE-U1V ONLY ALL SHUTTER-COMPONENT EDGES.WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN'INTRUSION. TYPICAL SHUTTER ELEVATION SHEET' 19 ID.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND.HD ARES 4• HVWINDOW BLADE_ ON Y CENTERMATES MD ENGAGE OR LOCK ALL FN AND HD LOCKS. 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 SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURLSOICTION WHERE PERMIT IS APPLIED-TO. 13.(a)*IS'P:E.D.PREPARED BY THIS ENGINEER IS GENERIC'/NO DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFELY Or THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, • (d)SITE SPECIFIC PROJECT'S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF-RECORD(EAR.) FOR THE PROJECT AND VMO PILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER-SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. • ,(e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF-THE PROFESSIONAL ENGINEER DF RECORD'THAT PREPARED IT. A,0u<AAAAT4-f,,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1 11 • .b.\.• c. k 1'-//*'.... ©2017 11LTEC0,INC, CI2017 EASTERN METAL SUPPLY. INC. \`\1 �CENSF••.i4,i BERTHA HVTM A S S A Accordion Shutter System l L ECO . HAI. BLADE#1 Wi OR W/O H.V. WINDOW.BADE I": � (,� '*j American Shutter Systems REV,N.•,„ DESCRIPTOR DATE DRAWN BY: L.C. •t. U TILLIT TESTING Ac ENGINEERING COMPANY ••o \ Assoolation, Inc: I OLD 15-085 '07/27/17 DATE: 07/27/17 1. \ 6355!Mt}6th 6L,Me.MA VAD44A CAROM%1104.,53165 �_'� Phone:(305)871-1530,FIN 1(305)871-1931 4266 Westroads Drive = DRAWING. No :�{.';, �1 �`c,��1�\I 0-moil:Gl 7oeL�om West Palm Beoch, FL 33407 s 17_107 �SIONAt• 1111 WALTER A T1UJT Jr.P.E. 3 SHEET - P.E. SEAL/SIW4f URE/DATE FLORIDA Lie.144167 5 1 OF 20 4, C]•/TSR 11-o4 DOW 6t 0 QVARIES - l,4•1• o ,,p I2r ).,.916' o- y 7' 6e• g OI MOR. ;q Q,_, —1 _ 4,}71! (�y5� �_ 4.385' ET] 0 7• _4,999' _ LI _775•/ Lye/ ��, �, 1 HV SOLID BLADE - / Q O HV 90'/180' STARTER OW/ UNIVERSAL FLOATER n DUAUFlED FOR USE W/ COVERED UNDER US PATENT�J' # 5458779 QUALIFIED FOR USE W/ HV BLADE TO ()HV DIRECT MOUNT HV BLADE 0 HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 ALLOYBLADOt ® t500' fi063-T6 ANN�D TEMPER 'jy4a' r W 1 6063-T6 ALLOY AND TEMPER Fav o 1 -T_ Mill .fi7D' 2.670' 1 1 71a. .000' 3,556' _ �nf l .99i I 1 670' 2.726' j^ MitaL/ LI •x.697 T ,�,'5' ill .. e=,....: I q 4.416'la FE 125' • ,r�1 HV ADJ. ADAPTER W/LIP 920 �- 75. 0 n2' I 6, I 0,0 QUALIFIED FOR USE W/ HV ( )HV WALK-OVER TRACK lemmoomm.....-- UHV ADJ. FLOOR TRACT( BLADE TO 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 9 HV TRENCH TRACK QUALIFIED FOR USE V// HV •- -:25s• 3.7 .• T QUALIFIED FOR USE W/ NV 6063-T6 ALLOY ATEMPER BLADE OT ONLY. ,9 6063-T6 ALLOY HV RAINGUARD BLADEN I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV AAD TEMPER D VARIES , 1.9]6' BLADE 11) ,"! r 1.915' 1 11111111 VARIES 1.936' 6053-T6 ALLOY A 0 TEMPER 1.917' f o D' 6; " .oaJ' k29-17 . 093o ? /1111111 ,on3m ' - .100 II 1 .1zs• , 1.0 n .060. 4 '$l ' .a .09 3' r".-"."7 .243'•1 , r .60i P 9i _v{ .00 �. 'ir mel I 670 I1.68C Ic I 3,520' 0' a.529- I 1 70 S>', tt l HV CEILING HEADER (1J HV HEADER/SILL C) HD CEILING HEADER/SILLI g-3•ess. ' Q LIFTED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FDR USE W HV BIAOE 1 ONLY 6063-T6 ALLO�AND TEMPER QUALIFIED FOR USE W/ HV BLADE O (1-.1‘1.)}ID WALL HEADER/SILL SEE SECTIONS FOR VALID! SEE SECTIONS FOR VALIDITY. QUALIFIED FOR�USE W/ HV 0:l 6563-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. 6063-16 ALLOY AND TEMPER T -+ I M COMPONENT A B TT T2 1 ^� S Y l 5-1MiA 2MNY MNL 1 y 2' I 2' 10.125' 11 I' 1 0.082 `j 2' 5'MAXI 1/8' I 1/6' 3' I 3' 10.E90" 1 I......f IF ___• —_ J i6_,_____2• 5'MAX.1 0.192' I 0.192' _ x 1 CO SIDE ANGLES — 1 — 0 CORNER POSTS QUALIFIED FOR USE W/ NV ALUMINUM ANGLES 19 2.5' '7'MAXI 0.190'10.190' uAUFlED FOR USE V!/ HV BLADE 0 QUALIFIED FDA.USE W/ EN BLADE 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. LO 1 2' 5'MAXI 0.139' 10.131' 6063-16 ALLOY AND TEMPER 6061-T6 ALLOY AND TEMPER I 1 ,,7.iAui„. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) �t11+'PigER A.. ?// '.'• 52017 TILTECO,INC. W 2017 EASTERN METAL SUPPLY, INC. ” - ,9,T-....... BERTHA HIV , \�cENSF ~ A S S A Accordion Shutter System *Y' / IILIECOINc. ` ■ ■ ■ ■ ,d, H.v. MACE#T w/DR w/o RV. tMnDOw BLADE �.(71•� •* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,No DESCRIPTOR DAZE DRAWN 6Y: LC. °•• � Association, Inc. 1 OLD 15-085 07/27/17 OATS: 07/27/17 • OF a.as N.W.36tR St.,sm.30s.MRGWU GARDENS,nein.111e6 L p' Or AT Phons:(305)971-1530-For:(305)871-1531 4268 Westroads Drive 2 DRAWING No .c ORIQh Yk c-mA tlltocoOooLcom West Palm Beach, FL 33407 3 :f •r. , E9-0009719 17-107 'f0,„„•••r ....•••2.01111 WALTER A TLLT Jr.P.E. 4 P E" EEe; 1 ROMA Lie./44167 5 SHEET 'for 6 2 OF 20 _ I 4.650• . 4.570.7 I 2 31/4,-2011 -• 1/4,20 DIE CAST :1‘5" O I 1- -.4 . 042.5.: FIAT HEAD , THREADED HOUSING ENAREL _ i. .i.2',LL. 7 1 '.--4 .--' ( Is e , 1.0),4 .5313 0.1 , am = I '' 1.1 / 0 Soo orADEL ...,BAKED FAMED /1•1 .-1 to I *0 .1 2 . r_. 1.,'A r..1 . EGRESS TURN /0) KNOB. '0 s6Zr• T--,) •062. :1 ' .., __ D,C . o 1.'875"I . III, 1 Milli 11 \ i 1 7-"ii..; '' , I ,,,,./ 1 1.325 ,41. '`. I I. ' -SUSS CYLurDER woo VASS CYLINDER i .9 KEYS(CNNOvE (CHRovE PLATED) ' 'fa) 1 11.1 P1 I',: Fl 1 : II ;, ,Th. PLATED) CI HV CENTERMATE .?..„,,,, ) ..:, 40 HV EGRESS LOCK QUALIFIED FOR USE W/ NV BLADE 0&(119 ONLY 9 HV FLOAIJNG CENTERMAT 5f '.173).'L.L...3?..5...._1 -: - •."-MN•'' g3/ NV LOCK __. ,, 6063-16 ALLOY AND TEMPER OU IED FOR USE WI HV BLADE(I.)& Q2,9 ONLY 9-" 3..02.5. J .675"i QUALIFIED FOR y_SE W/ HV QUAUFIED FOR USE W/ HV qg 6063-T6 ALLOY AND TEMPER NV CORNER CENTERMATE BLADE(1)& ONLY. BLADE 0& 03 ONLY. rI _ oununED FOR USE w/ HV BLADE®ONLY 7 250'0.o. .515- .5113- . 2 674" , 6063-T6 ALLOY AND TEMPER PLASTIC MEAD MI§ , ,022- 4.045" ..,70- 1 7 r , -32 ' MOLDED TO Mil i SCREW ..„ . MW.. , - ql- 3i- , il . ,..,, -:360-AFTER RIVETING .82:LI.T., ,a- 'Rro, , . .. -. awl BEFORE RIVETING N cr, .4. f.. I _11111 S,S. THUMBSCREW 10-20 RIVNUT* \--L, El, lb . I. -_.-- -__i'--1 °•• J- 2 . ".!,.....M., *SEWS 9444 ALVIALNUN(2024-13 ALLOY)LARGE FLANGE THIN 7 - SHEET IWITSERT,PART#5820.AS MANUFACTURED BY AGDEL D.P.:_-___-1 .822.: P. C14E6Re TEXTORN,PARSiPPENY.KW JERSEY 07054 OR EOLAL. PLAN • FRONT ELE9AT1ON 0 HV MALE "T" LOCK .CENTERMATE ,,,. i - 4566" LOCK @ NV ALTERNATIVE LOCK , LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE OONLY 4, HV FEMALE "T" LOCg CENTERMATE @ HV "T" 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(ID ONLY QUAUFIED FOR USE W/ HV BLADE TONLY BLADE 0 ONLY. W/HV BLADE 01 ONI.Y. . 6063-16 ALLOY AND TEMPE 6063-T6 ALLOY AND TEMPER .A5• _1.917 •Fr I E-1, 1 3.161 i .0..4.7 I I '.• • 1-- ____T-11.Fr I I 0 a 05z- 1,-,1 QV, 411, •-.1 " .214' ?.?-1 .1 003 , - ; - ORF -214'. 2' Ls ei- 1 KEY CTUNDER .-.1 .,•,,,, -I! 1'==I0 ,5454 i '7 -I t'a.. LINEAR r2 1 .7 =1 ...1 7,1 R 01175.Min. IIR 'Fo'll''' 'g 11:r9r.1 Li I .125'Max. 1)1 HD CENTERMATE W/ NO I,OCKING ROD HD CENTERMATE W/ LOCKING ROD ,, ,,, LID LID O. ..,. • QUALIFIED FOR USE W/ HV BLADE(2_.)& CA) QUALIFIED FOR USE W/ HV BLADE(1)& F. - 6063-16 ALLOY AND TEMPER # HD CENTERMATE'S INSERT FlOn' . . •-• -.., 6063-16 ALLOY AND TEMPER VARIE5, 12-1.1161. QUALIFIED'FOR USE 1‘,/ HV BLADE(I)& FA) 1/4"0-20 55.OR 3/6-o-is 1 1.130. 6063-T6 ALLOY AND TEMPER i I _.---_,..---.--111.4.--71 r ____r700,48TURN INum9sC9EWS. ±1/2• -- ! 0 (srr DET.A ) - ccru,,NEyont >1----1315 1..,i 1 CYLINDER ''i to %rrj 1.75 M . , _ § @ LOCKING ROD,6, -1/4-4 ®4 HD LOCK 375-5 QUALIFIED FOR USE W/ HV BLADE CL) 6063-T6 ALLOY AND TEMPER # FIV 3/8"0-16 ACETAL. SERIES HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. A )INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ 1-8, BLADEO& ,ie 0 ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOReygakly BLADE 0 QUALIFIED FOR USE Ne:/ HV BLADE @ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone), litij'•\.tInt k ni,"---.. 02017 TILTECO,INC, 0 2017 EASTERN METAL SUPPLY, INC. 06 lz.,\. ....,.....7./7...,„ BERTHA HVTM , / 1 ilLIEC Co INC. H .V \ A.ScS.A. Accordion Shutter System . RACE#1 W/CR W/O KV.%MOW BLADE i *!cr / ) * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RED.N; DESCRIPTION DATE DRAWN VG LC. ! Association, Inc. I OLD 15-085 07/2707 DATE: 07/27/17 STATE OF i ; 5155 arr..3.41H.EL.Sic 305.nRCD6R 3•00015.rice.o4 35166 .....00i..4...qp.. ....4.,,,,$ . z.4. Phone:(305)871-1330.Fox:(305)871-1531 4 268 Westroods Drive 2 DRAWING No - G-rn0,1;VItCCOOCIW.COM West Palm Beach, FL 33407 3 ER-OX6719 - 17-107 -.., ...s,s.p.; , 0411ER 4.GLUT Jr.P.E. 4 P.E. tEAL'Ateci4JRelomE FLORIDA Lie.i 44107 5 6 SHEET ...... 3 OF 20 - - [ SHUTTER ASSEMBLY SCHEDULEfA� FOR r HV Q HV �1Fj1 3/8 C4. ! i2=MIN. LFAWINCE 41 40 TO BLADE TCP _._ _ .0625" BLADE 1 E p .te75' "r.:'- I � Ex 3. . r1:12/ pp 1 /3 ©'\, ttv WINDOW BLADE .0625" TT1rn,T_A 8625 -0620" �L7' HV BLADE IA V'-..*;��� �`� - �d i . l 1 I BLADE'S I c"5 op .0625 1875" Y CO HV LONG RECESSED NYLON BUSHING 111 tz u .z KNUCKLE, 1 X.g< N cr,) 0.062. l39 »V SHORT RECESSED NYLON BUSHING 3�i @1�It G �-„� 2 I FLAT PORTION R1.750fl/ @1 HV NYLON HAT WASHER ''?ID OR 0 • 1ti,. I. ( = nt Ey MOP t ! , a sa' / In .I1 41 HV WHEEL CARRIAGE'AISI 302-303 SERIES ('� ( !' I. c.ar}'�. 40 i: �) #i��Y^41111k/�„f� X V/42.6750' X 0,870"x3/16" THICK NYLON WHEEL. i> I' I @ '-'31—'-' , .-._�.L�.I}U.tt..',� w{ 2 7/8"MIN, HV WINDOW ' r.1,.,,—�...�___ <'t in.-r ,315 0 I CLEAR a3.00•> ~M j 0.188"0 AISI 302 SERIES S.S. {?NETS ! SEPARATION 3.7500- .0625'=0625' (3 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR L_J ^, iii •I OPENINGS ON 5E3rt/EP.S;IrnOR ti _ ___ 7� .7500` • HV 2 314" ACCORDION PIN Wit {j8 HEAD * I _...._...,�_ �¢ .�o `'j I n 1. ` m 't/a CLEAR 1 r r a rf vuxin I _ I a� El TYPICAL_HV WINDOW BLADE g AND 9 POLYCARBONATE IMPACT RESISTANT NV WINDOW ( 76 ' _ T-s-`•CO ---I 40 POLYCARBONATE HV WINDOW DETAIL of � 39 i l �"-''� SEE NOTE FOR I li; — i REQUIREMENTS) ! . I WOR Vit I *POLVCARVONAT£ IMPACT RESISTANT HV WINDOW 1 BAYER MA/<ROLON 3103 POLYCARBONATE a _1 � \,_,___.� I i 12'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC * NY PIN EQUIREMENTS AT EXTERIOR RADE KNUCKLE FOR °U �1° - To BLADE eo .,,SE M INNOVATIVE PLASTIC LEXAN 103 RESIN CO R . I I 2/ (SEE(SEE NOTE "F" ON SHEET 19). HV HV OA I C1 OR 0 I /�'� G 5 (1) HV PIN (3 SHALL ALWAYS BE USED AT ALL EXTERIOR �`'7' `v 0 fy BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV iU OR I I POLYCARBONATE SOURCES FOR 9 HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR A FESP,T �^:� ww.. 'MCA.PROPLINIE5 STAMM 7.9/1unc,naatM N.T.S. NV PIN 9 OR AT I; ENCS *am. ao. v A.c (2) NV PIN 9 MAY BE USED IN LIEU OF 9 AND ONLY AT EXT RiMR ""°"48 ma, ..,M. BLADE'S KNUCKLE. " ' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 11 aa3za' (SEE NOTE * FOR 5040910 CR0306 3016 0792 0,043,b/in. 0.143 0,f, BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. .048:-4,--,A4111 0324 k*J'J` REQUIREMENTS) TENSILE y�Qrr, �m 0638 9.000 p,.;. a.00 ma;. 7YP (3) © / / / ,tQI. FMA&Sti Lttl AS Ilan Asm-OM 12500 AM. '13,,03 P.sz 3 NV PIN OR 3 IN 1 2" O.D. 1 16" THICK S.S. WASHER " i I r TxuRu uoa us ASIN 8090 340.000 P.,;. 345.000µsI. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 0 6070200 000 3080 0200 10 n-ro/8 17 FT-Win WHEEL CARRIAGE DETAIL SU0KE DENSITY 95104 02845 ,7.2 r, 744 x w t. 41 N..5; MBLY LAYOUT ASs � 0401 ON`�`""6 ASTN 0+926 1040• 905 CLASS C-1 r 14041II041RQ. ASTM 0105 105517E 5040.019 621121 4441600247 25110 930 9302 pot- 0840 P.e4. (1) HV BLADE SOLID & IA HV WINDOW BLADE DETAILS ""S"sin=Ber02E 404 1';0 ASM 738 0461 P,,1. 8848 N.F.S. F7xRrsrer,w,,, ,11F F1� 77/4/7., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 0 2017 EASTERN METAL SUPPLY, INC. ,,:e- \C/LF'R4z.' ,/-1-1 ' OY01711LTF.CO.INC. BERTHA HiiTtA 1i GItV -1 ,- i t L I E C 8 INC. \ A.S.S.A. Accordion Shutter System H.v BADE#1 w/DR w/o kV.WINDOW BLADE ,( 1 TILLIT TESTING le ENGINEERING COMPANY American Shutter Systems REV.Na OESCRIMON DATE t3RAWN SAL Lc. 1..„10‘. "`r'A�r✓ .`c.Y 1\ Association, Inc" 1 oL0 15-085 07/27/17 OATS: '07/27/17 0%..A • '• 8355 NM,38;A.St.,.510.305,14801N1A CAROMS.FLOWN 33167 4268 Westraarls Drive z Phan+:(305)871-1530.r0::{aas}B7t-t53t DRAWING No P6s;.' Cy, 441 a-mal:ltllece000Leom West Palm Beach, FL 33407 3 17-107 vV Q�A�y„" y1 EB-0005719 4 WALTER A.11LUT Jr.P.C. "'Or."' FLORIDA U0.P 44167 5 - SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 r-cm �'f'. *NOTES ON HV LOCKS AND CENTERMATES: ©, 0, ©, •RJ� 0, C> p, p, p 1 L$ a1g,(,gl . ^. I ,(3.m(,•�m11 1. MANDATORY CONDITION ii: ONE HV LOCK Ci or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN (3_x/1 / I ^L' ,19 OR 12'ABOVE OR BELOW J/2 OF SHUTTER SPAN FOR SPANS LIP TO 105', AND FOR INSTALLATIONS AT ANY _ ELEVATION: HV LOCK. or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR j2 . Ittttttttti IT. 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 00..00. __ L I , I ( - TYPICAL SHUTTER ELEVATION. ? I �'+ 2. OPI10 CQNDMON II' IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 04 I I .44 LOCKS P:5 CIT T2J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1J A�. �3 OR c9 SHALL. BE AS INDICATED ON NOTE (1) ABOVE. \ / __v r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 00' "�-- I 3. OPTIONAL OONDRION 12 (VAUD QNIY WHEN YAJQATORY CONDNTON r1 OR UMIIED MANDATORY CONDBION IIYA-I: �1J 1 12 IS n5ED W/IWO H.V:_LOCKS):.LOCKING RODS(5 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY .r © d DR�25jon 6 oR3�0 DR 5q� 41 a Cls BE USED IF DESIRED TO ENHANCE SHUTTER PCRFO MANCE. LOCKING RODS CJ OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSBTON (NON HURRICANE POSITION). 3 -. - L 4. M,S"-^ATORY CONDNION 12r ONE NV LOCK CS SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN oC CII AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or(3 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ee ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. KS, TWO LOCKING RODS D c AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED.ON TYPICAL SHUTTER ELEVATION. U ODc-Mvc MAXIMUM SHUTTER SPAN SNAIL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I �- 6) �� ; 1 g l Dg 5. ALTERNATE TO MMIOATORY f9NDRION 11 VAUD ONLY FOR HVL ��W SYMMETRICAL GRNTERMATFS i• K3 � 3�3� OR Q7: ONE ALTERNATE NV LOCK ,AY BE USED IN UEU OF Hv LOCK or�5 FOR ANY SPAN AND __ � EBa ag2 ?Y� INSTALLATIONS AT ANY ELEVATION. ALTERNATAE'3'LOCK(5MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT -,t \JB � � OF 1/4'0-20x3/4' S.S. THUMBSCREW TO,Ev OR�5 CENTERMATES SHALL BE MADE W/ 1/4'0-2003/4'ALUM. / oFAE tl� HDDMDD Myvo g..., RNNUT AS SHOWN ON SECTION HVE, SHEET'8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I � FwJ _evu$gR0 C/ LOCKS AT 1/3 OF SHUTTER SPAN. • 1‘. J I I 6. ..:.I:P:1. •.Ill e.' 3•: .atw'fU. ,.+ d1A .'1: .1+.. ONE HV LOCK 3 or 6�or,® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOWr� 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.IN LOCK Q8,or t5 or r�•^ MAY BE USED AS AN INSIDE OR ------ I --- -I--; - _ I Iii& OUTSIDE LOCK,ATTACHED TO or g SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD 5.5. SEE END—, M.S. LOCATION OF LOCK SI-ALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS '®W/® CONNECTION I /�Y, • //„„�� * //;;��,, ���YY,, ° OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON O' �:J" Q, Or ©' O'O� ©' �;J' Cy `-J" �� \TYPFULI SHEETS . L` ID `` *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I 1 COFE „CORNER , ,.. , , -------. UNinma mon.- __ I. • I la:...1 +14 .+11•. I • as: .1 N +.+ I •la.11>1:,;.I . ..• CENTERMATE ;ONE ALTERNATE HV '7' LOCK(Sp MAY BE INSTALLED IN UEU OF NV LOCKS t�OR�9 FOR ANY SPAN AND /�0.��®1 ®�OA®�6U „�Iw INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK ®�Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 1, L".l OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION RVG, SHEET 9,WHICH MUST BE (D•@,.©.@,.©.;1-_,-5,,..(( 1 CONNECTED TO CENTERMATES®AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT WI 7/8'0 x 3/32' ©•\i)•tt,o10•(7)• WINGNUT OR WI 1/4'0-2001'S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT. LOCK MAY BE INSTALLED`AT MIDSPAN OR 12' w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS C TOP AND BOTOM IS MANDATORY. ,�Sl (,� 1 ®. ii).0I. }G.@•(CS GAr2)• A *NOTES ON Hi) LOCKS & CEN ERMQTES: 1.E HV ILOCKS 2 OR D LOCK �5 FOR Si NO RPANTAND INSTALLATIONS AT ANY ELEVATION.ALTERNATE MD ATE HD LOCK OC4 KAYBE USED IN UEU 34,MAY BE USED OF TYPICAL (1) HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSIDDA LOCK.ATTACHMENT OF HD LOCK(4J TO IgD IS W/3 98 x 3/B'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-HAT 01413 HOC-IAO,-.S.rHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'S`�5:IS COMPLETELY OPTIONAL rp3N!`''iu""T, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; Tte `CT k `ir, ©2017 EASTERN METAL SUPPLY, INC. 11'1T�'P�'•\CEIv /'�' 02017 nLTEco,INC. BERTHA�HVTM -... zAS SA ,:;.. ._ Accordion Shutter System * , - ' 1--• • > I 1 L I E C 0 INC. A. ■ ■ ■ FEV. MADE#1 W/CR W/0 RV.WI600J1 BLADE -0., .! / /�;• * ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REN.No, DESCRIPTION DATE DRAWN BO LC. • • `TE'IFAssociation. Inc. , OLD 15-085 '07/27/17 DATE 07/27/17 A. :'Q' % G355 N.W.301K St..51e.305.41,114110A 6400'1+5.FLOACO 3)14O oe• • f(pRi9p;'�`ti L,�� Phone:(305)871-1530.Fox I(705)871-1731 4268 4Vestroads Drive 1 DRAWING No �rL �� 1T 0-1103:YIl.000.o.com West Palm Beach, FL 33407 3 s/ NN4LE�G 'I1 18-0006710 17-107 ,1 WALTER A.111111 Jr..P.E. t �� FLORIDA Uc./44167 3 SHEET" P.E. SEAL�51GfdA�URE/DATE .. 6 5 OF 20 _ -CONCRETE ANCHORS POURED CONCRETE POUREDOR CONCRETE BLOCK POURE (5EE SCHEDULE ON REQUIRED 1/4.0-20o3/4-S.S. REQUIRED CONCRETE- SHEET 13) CONCRETE ANCHORS �F{AGHINE SCREWS CONCRETE\ REQUIRED 1 __ j, �'�� (SEE SCHEDULE ON IV/MA 1/4.-20 SC -" © FOR CONCRETE ANCHORS ' 1 IB A IXSTDNE(SEE u3uNT>H3 SON SHEET TJ (-SHEET 13) NUTS 12'O.C. t .t (SEE SCHEDULE ON SHEET 13) I' I /J \ 1, ti 1-•• Min. I _ 2 12 0R(4 ,' Min. -1/4"0-2043/4"S.S.5S { ' EO---EO- MACHINE SCREWS } EO EO I )•`'. ---, USING 1/e-20 NUTS if2 - : I I . I I ) i/2 � 0 12'O.C. ~` �— / ✓ Al.p,. 1 2 [p'(� .250•Max. _ (�(3 ■ni 13 15 -�`h� 13 Ok 15 I I ./..I./ .� t1U ��� � �P N 11 t":"'�'!1' � E:6.4-'�U�--- •0-----. � CpCp��HHFF ;•�00. D'i 1 i 1 1 I 250"Mow. I' NAI hf,_.._ ( h , . 'i .`"OPTIONAL `i i It I I �' OPTIONAL t( • I `1 (ill 3. P3 GASS(GM MIN.SEPARATION TO GLASS , O • t"'Iii} EE ON MR --(DOR �� E%ISRNG CO SHEET iD FOR , (SEE SCHEDULE ON SHEET 1 t)..—_.- COSTING ELALE.3(D ry;<Ji MIN.SEPARATION TO GLASS 1 + 1 GULSS�•� GLASS-, r"(S£E SCHEDULE ON SHEET 11)`- ' EXISTING GLASS—, f ©HV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYST NE, EXISTING - -.. __. I -- ; MIN.SEPARATION TO CLASS GLASS--; .1y RIMEDKN 1 OR 1�0 I 0 EXISTING 1 ' (SEE SCHEDULE ON SHEET 11) Rl aASS(SEE it r MIN.SEPARATION TO CLASS GLASS ' r<I 1 nal MEE�0e-(SEE SCHEDULE ON SHEET t1) , �$I�al 9EEL i9 IYtt I I OPTIONAL ELlDFS(D @ 1�pi . EXISTING I i ✓ j ` GLASS-•-t IE D i E D:! s i ` .._� 1 TiTri Mox. ^,f 1 f-OPTIONAL xnf____ 1j1 1I/4"Mow. - +-i ,. ---@ Dk 15 ) S EO I. .V,/,.2.r. __ _ L I: ----iv OR 10 I ,1 2.� Et 1•, 12 OR 1 4 I ' •-`__ _i I t�E0.,` PHILLIPS TRUSS HEAD ' 1/4•d-20x3f4'S.S.PHIWPS I MACHINE SCREWS USING 1 CONCRETE ANCHORS TRUSS HEAD F4ICHENE SCREWS i..• '_!- '--CONCRETE ANCHORS ,• �F Ff :/ 1 1•„I I/4'-20 NUTS 0 12'O.C. f 1 (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) I 1 AlA. POURED CONCRETE seers ) . POURED CONCRETE [l OR CONCRETE BLOCK OR CONCRETE BLOCK I r`Y -�"',''� \.CONCRETE ANCHORS REQUIRED WALL MOORED A--, HV WALL SILL INSTALLATION j( (SEE.SCHEDULE ON ®HV WALL SILL INSTALLATI N POURED CONCRETE_- SHEET 14) OR CONCRETE BLOCK WALL REQUIRED 0 HY WALL SILL INSTALLATION NOTE FO&,COMBINATION OF SECTIONS, INSTALLATION HV DETAILS W f 1-SEE SHEET 4 FOR TYPICAL SN OMBI +'E.D.a EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR2H V ('�L J`D E ASSEMBLY (SEE SPECIFICATIONS ON • SHEET 13) BLADE 1,oe sheet 19 \T J LJ /'1 14 MOUNTING TO SECTIONS CAN BE COMBINED !N ANY WAY TO SUIT ANY INSTALLATION. owl/f fArt,, 1L111 tS1 A- rit .. FLORIDA BUILDING CODE(Non� 1 high VelocitySDHurricane Zone) ti -"II.," sic.tNS44:.'.,� 72, 02017 TIL,EGa.INC. BERTRN HA HV •. 4 TM 1 *.4, . -.. ! }► At. t. ��t. Accordion Shutter System • 1 L E\r INC. .1 H.V. BLADE#'1 W/OR•W/0 H.V.WIMChY BLADE- :':p3:.`, •;j• 'American Shutter Systems KEY.No DESCRIPTION.. BATE DRAWN.BY: LC, Q'a` TILLIT TESTING & ENGINEERING COMPANY 4 Assbciatton, Inc. I OLD 15-055 07/27/17 DATE 07/27/17 g�a,C 17�IW. TZ`r t, 6755 Phone 3r(.S5,71 365. OR (3 )8S.11 153.33166 4265 Westroado Drive F r. Phdne:(305)871-1330.Too:(3DSj871-7531 DRAWING No 3S./DNA.E.NG\111 a-mil:wteeotooLcom West Palo) Beach, FL 33407 a 7� 07 +a tj1t4 E3-D00571D WALTER A.MUT Jr.P.E. RESEAL/SIGNATURE/DATE FLORIDA U /44167 D - SHE6 ET Of 20 • POURED CONCRETE ANCHORS tts.SEPAPAIKEI OR `+ ;t; �___ I IAN.SEPARATION i I Y t CONCRETE (SEE SCHEDULE ON SHEET 13) To aAta NET r. 0 1.7 US NC m' 0 • TO GLASS 1 ,� REQUIRED \ 5Ct¢uE ON WO xg `Na st:K U1 0r t p'e EDGE OF —`LI FOR EALC CDANO.1 (FM t ±t' 3 GV$$--) tLN.SEPARATION I . 1?��{it' 6l1lLT II) I CN WET\ I ----fi 0 ---. APPUC.BLE EXISitiNG F!'�''E5{Gk I�iA ' s!' •3 r-'{sz OATS I 'V. '�+ i O . _1 I GLA55✓ • 44 w SLEET TM iii / t _.: ALTERNATE lit +i EXISTING I ' 1 .{II Y ' �O CQ--; .f ANCHOR _HH j GLASS-' t LOCATION r� {11�1111 '7(''"r'___ ' PIt i a �10z3/4•HEX VfASHER HEADlia D1Np1r l EDGE IF (1 'i �te DR(�4j DR¢j 1 : i00 � /' . [[[V CONCRETE ANCHORS f' ��Y �' �. ,. � I APPA OCALE 1111 1111 ®� 7 ,.. (SEE SCHEDULE ON SHEET 13) F4 P� 0 r • • (. im_-•^- '� I 1 EDGE OF I .. EXISTING , I f I i f SLAB IF A E D S GIA.SSASS I I STAB IF i ,< ; i 1/2 -1 EDGE DF - - SLAB II BI£ APPOCARLE SLAB IF I,:..„- J uN gPTPAS N PouRED FLAT HEAD CONCRETE ANCHO(6 ro toss is¢ /', E,0.*• CONCRETE �o pt g�T I -/ CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) '"-1 tt FUR slk/DAa ' A ��♦ POURED REWIRED PLAT HEAD CONCRETE ANCHORS tti 9-CET t4 MA VOR `Cry CONCRETE a✓AzspAel ' A REQUIRED -E.D.. E.D.*- (SEE SCHEDULE ON SHEET 14) ® TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.O. S HV FLOOR INSTALLATION t SCHEDULE 1 HV WALK—OVER INSTALLATION GN SSURRE EERATING &FOR SPANS PER 11 CG) HV CEILING INSTALLATION. ECSRNG -- GLASSH YSL SEMOS CONCRETE ANCHORS I --Mr sEDJtEs- 1G,.SePuutXx 1 (SEE SCHEDULE ONa"al.tt) TO.ass O •-..�!' SHEET 1S) / 1/...0 RV} UPON RirCge/ EXISTING IA: EXISTING CLASS^'"i vv.SErvMAThX TD EXISTING �' iECIEI1S T Y CR 1/410 FOAM 1/4" CLASS---" '-:{�2 Sc+m s a+sMCT'Al).ttA':l GLASS--t 014,D:Duu.nav r0 MASS FA5I 3/4 WA,040ED«+Ft+r A s/ t i `J {(n8 MOWS ax A I I) oz.FOR UP 10 6(-0`SPAN MO Lit: •Ir (Np{ '..,/ .`OC.FIXt SPANS LARGER iFNN 7 r..l I I iti �j�77 1({tp {{��NN / / tl4• -'QsEw?dr Air Mro5f6r�fA5TENER IaA7Y j �..1�_.__...1 i l. 11M P11 I / MAX. I t (117.)(S»E tt3IE 1 CN/.,•� 1/2' u t G; X77 '� SHEET 71 FOR LIMITATIONS 3Ii6— to �MAx. i--t 1 'N/ r @ OR j S 0* _ WAS WASHER HEX HEAD IE 0* f gip 05 F SEALANT------t _; r i' !. • j[}t}{Iy{] Mdl. � 7EK SCREYVS ` f $ `i i` I T '.•» . ^••+t -+t- 6 12.O.C. i •rt. #14c3/4. HEX HEAD_,_./ S7/ , // / / 3 i $ A 1 .t,tt li / ,1 3 8 -• _ t I H _ I•• iE• USING t jea-`SS u5 TEK SCREWS®9`O.C. / - �« _1o ®f ' v' 14x3 4 SOS -� -J*' /� If 1'OC}fM14-2DJ'S.M.S. ( G 9.0.C. 7 2 .•.:1I` �� G:T7 Idaz. L 4 W/NUT®9.O.C. - SEE SCHEDULE ON 1 I/ / I '%:/ I SHEET 14) "' ✓� l EXISRtNON STRUCTURAL f 2.00"1,TIN. ALL TRIM DECORATIVE 17 DR 18 1/2"-1._-.;.1' I -0,,,C) 1 I • c.t'• E.U. 'J SILL) r - I - r .• 1 I / EDGE OF I'' III 14x3 4`F.H.SITS. MIN. + • SLAB IF I \ / POUR.CONCRETE `'J. 7 7/8', 1 7/8•-•.-I APPLICABLE 4 -CONCRETE ANCHORS EE NOTE 13(5) — ��A 9•D.C. • REOUE. •,r r I '� SEE NOTE'13(b) • POURED CONCRETE (SEE SCHEDULE ON ON SMELT 1 ' .+ OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK -- — REQUIRED 0 KEYSTONE MOUNTING INSTALLATION oPTtouL- POUREDRETE K HV WALL FLOOR INSTALLATION MAx0,04 A.5,0.DESIGN PRESSURE«54.-7'd psi CONCRETE C� HV WALL WALK—OVER INSTALLATION UAXINUIJ SHUTTER SPAN e•-D` REQUIRED Q HV RAINGUARD INSTALLATION t Ram NOTE FOR COMBINATION DF SECTIONS: + t REMOVABLE THIS WHEN E ORTION SH&L-'EO E.D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT • SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W/ ( HV BLADE ASSEMBLY ljifl:111+1��^v 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Jill1t�8.1. 7J ''-.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 01'.0°- •.••••••,.-/,j- x'12017 EASTERN METAL SUPPLY, INC. 02017 RLTECo,INC. 4 ,: 4\CENi`•.�s' / BERTHA HVTM *:411.11...°: :. / \ $ Accordion Shutter System f L I E C O INC. w w w H.V. BLADE#1 W/OR W/O H.V. 1MN17UN BLADE "° , American Shutter Systems i9�.,, t, '2 a TICCIT TESTING & ENGINEERING COMPANY REv.Ifo, DEscwPRDx oATG DRAvrN trr: L.G. t Q14}0p, 44 6355 N.N.351h St_Ste.305,VIRONLA WOOLS.PLOROA 33106 Association, Inc, t OLD 15-085 07/27/17 SATE 07/27/17 • �'[* '•. 4 t 4266 Westroods Drive x . �+ r anpn::(305)071-15 30.Fox:(305)671-1531 .DRAWING No ___ _ - r S'�^NA}' �� Litt a-mal:81{eeo9pd.com West Palm Beoch, FL 33407 2 1 n 'UNAL rttit Eu-OTHI6719 4 1 7'�1 437 ~..r: WALTER A.TIWT Jr.P.E. F.E.'SEAL/SIGNATURE/DATE TLORDA Lp. 44167 6 _ SHEET OF 20 . . SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 18 * SEE NOTES 071 LOCKING RODS(),HV LOCKS 0 or® , OUT 90- 4.,,,,, I N `C/-Exisnt9c CLASS INSTALLATIONS W/ (D HV **AND ALTE.RNATE 1W 1001<ea ON SHEET 5, BLADE SLACK DETRE.HVE 5 SAUD FOR ALL r 1/ BLADE W/ HV CENTERMATES CETLTERMATES APPLCATION WITH EitADEO " 4) . # OR 0 SEE END WALL CONNECTION r-EXISTING GLASS DETAILS ON SHEETS 10 & 1 , , ®.®.0-0-0-0. -7 i , . I , 0 43' ' .0‘"0.0 c4- - - -- --- --------- ——— 2.2x1/8..x0.-2 ‘. 0*(OK 0'0<)*CO ' 3 t/4" 7' 6 1/2. (5053-76 ALLOT)ALUM. - 1 ANGLE WI(S) 1/4"D TAPCON ' 1/2- 99(1:)•(4 I OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE. , — CEN ERMATES ....„1, CENTERMATES • nwsorrem)Et ,,, ,,,-- 81033/4. I MIN.SEPARATION (4),10A1/21 S.M.5.TO Tueel W/ HV LOCK 0 or 0 1 ! v_ij HV LOCI.L_GIos_§, TO GLASS 1 0.C.FULL LENCI1T. NGLE.ENO (SEE SCHEDULE AT EACH A ‘., I i i I 3 N I ql3) AA 1* 1 I 3),* ON SHEE7 11) I *, 1 Ii • (37 It , 1 MI ? fx19. -."......_ A,k, ,E=7,-.‘• , • i Byr/ \\711771.2.fis 04Y L6.- . —I I 2' 1 . ,.. • . /1. ''•W1 tliMaii% OUT —. -- -- 1111rHie, ' 414, . GI,* -. r:.vi •,,.., eg, 0 HVC,.@.@.0.3.0. HVA HVB o.g.0.0.®.0.0. r- OPURED CONCRETE OR [...EXISTING CLASS CONCRETE BLOCK WALL 1 REOU RED _EXISTING .0.00/..Ow&(D'IN N ..' SYMMETRICAL. ,.—,* 0•C) •0oR * .. CR r .,. / MIN.SEPARATION j GLASS 1\__EXISTING ,' 111" b 0 CENTERMATES* riltY IN f- t 0'0°Ra 0°'®.@°4 (SEE 0 " - 1 . F \ wi HV LOCK e.-- , OPTIONAL . (DA(OrP ,0 „c) ON SHEET 11) SIN.SEPARATION \ Lw OA ASI 11111.111111111111 ..L---' '... .. TO GLASS 0 ' 0-*\ /42) /1 INTERIOR) (SEE SCHEDULE \ IN OPIIONAL ,, \ • / - ON SHEET 11) • (INTERIOR) \ // _ -____ 4 _______ fra'A__—--.----—_—__ Me, r • [OUT !mak, ts .._ Ili, ASiii i , r N 1-CONCRE7E; ANCHORS 0 T6,7 0.c. - - Asz.;,, •\ 0 - . .C•ti I 4F,,, 111111%* • 1 -\ \ V 111 a ''. 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SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK "�J. HV MALE/FEMALE "T" LOCKS CENTERMATES @ . & LOCKERS W/® HV BLADE * SEE END CONNECTION DETAILSLON SHEETS 10& il} INSTALLATION (1) HV BLADE �{�j� OUT �q1 t IN I/WSDNO flAS *SAMOSUCK OETAS,IM^R(DIGTED ON SHEET EL W/ HD CENTERMATES + • �.!�.l AS WELL AS UNIVERSAL FLOATING BLADE OCTAL N0D-HYO, p*®*®.O*tj*70.04' INDICATED ON DRS Stifr,MAY 8E USED WV TNLs ALTERNATE C2SEE END WALL CONNECTION f���,.®�ry'®a 1(45fµµ110(4 MAN H\C SHOWN IN TNT)SHEET. (yl.lJl DETAILS ON SHEETS €O TI ilk 44441 0,C)-0-0-0-0* 2'O LLOY)AtO2 ®'1/_J*N'1-Y.:1-e-RJ 35 (6065-Ta ALM)ALTAT T .® 35* c T.* (DL OO'AL.) 1 ) .Nc (s�,/suCE e/a• I _05 _ _ (4)1,041/2•SJLS TO TIME in f.sLs.o . AT curt Avco.(THP) O.O FULL L":GHf. * I N (4)KV.. I I N (4)H.V. — It `t w *N.SLFAWIIGN PNS{TYTO 42455 L 5 - �,, �/ 30 HV T(INSIDE) L _ O PINS t rv.)IIIII _ slr )©t 6 e La. i i. '•: 0 .11.— =,i —;;b: itg N414M7 as rt 7.ir tti. !'7 — - AlliiiltrAH.ii_iwalliiiiii0=1 __ =X1;!1: 4 Q /-� zs * * / ze . lif'pL3f�-E'04.,22®�5 3/5 ro. , ...CoaiTkly , �:. jimmusk of e � 7-7»a. \__43 (am u{OR3�OR vier w ,I, 0.0 ! 3)0,,( 0tai H=UT 35# * NV 0'/ i` 1/ " 0-20 x 1 S.S.M.S. ti® * OUT (OPDCNAL) }ipC—MVC SEE NOTE 6 FOR LOCK r_t W/ 7/8"o x 3/32" 32" WINGNUT. (OPTIONAL)M —HV$ -r•LOCK,ON SHEET 5. *ALUMNA, •SYMMETRIG�! HD GENT 2MA fES 0 HV "1" LOCK (QUT5IDE) 26 SYM R CAL D E TE ,A _._ •I'SETNTS R444 HVG* - ` OCK tEXTE_RLO$J W/ er LOCK (INTERIOR). (2024-T3 ALLOT)URGE FLANGE THIN 0*®*®•Q*®010.®* SHEET NUTSERF.PMT i 0020. 10.0-0.®*Q.0* AS MANUFACTURED BY AYDEL CHERRY ./— vv v TCRIORN,PARSIPPENY,NEW JERSEY /'� 6('•7®•©*®•®•�+• 07054 OR EQUAL ,,..7.- .. 0. r0;3� 0A^� 0 O•®«®•Q*T0.C)-0.@ NO LO=ONG Rb )cs •Hog ALTO.ON ON SHEET 3 ! T **LAO-tRsu 01.00000 auoc0 DL7Al 0 2-WAS IS 7 WAGS FOR NL CENLERNATES AYPurADON5 WIN BLADE ED or, — .-- • V.'% i HDD—HVD** FLOATING STACK 1)11I1N1/li4-M iOSP---R A. ]�p�j- FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; �L74,..-." ...10 ,.. '•••• ••k,,,* i� 02017 TLTECO,INC. )2017 EASTERN METAL SUPPLY. INC. ,, L�c �r .,:5,--k A BERTHA HVTM ,' o, " / 'WACO #E C O i w A. ..�J►.A. Accordion Shutter System — KV. BLADE#1 W/OR W/Q H.V. wiwo)N t.ADE YJS American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. '� % , TICCIT TESTING & ENGINEERING COMPANY �• 'fit(` y Association, Inc. 1 OLO 15-085 \57/27/17 DATE: 07/27/17 �$ (}p 1 6355 N.W.38tH_St.Sta.309.LAROS A GRDENS,R 103 33165 --' -..,,, ', t Ftoba:005)871-1930.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No _. -..6'/ONAL E. SIL a-N GT:L I00000oLcOm West Polm Beach, FL 33407 3 .• 1LI,, i E$-00467,8 4 17'-107 --,,,,,,r• WALTER A TILUT Jr.P.E. FLORIDA lie.;44167 5 SHEET. P.E. SEAL/SIGNATURE/DATE , e 9OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE .,:'•� _•,•__, OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED - BLOCK WALL REQUIRED ,.L REQUIRED tt ) BLOCK WALL REQUIRED ,.� J" � i} EXISTING GLASS 1 �f%ISBNG GLASS 1 CONCRETE NiCHOR--} EXISTING GLASS t` - 'ij� I. `---2`MIN. EXISTING GLASS( o 16 O.C. 1 1___ r_ '`7. ' pa SEPARATION -^> __.. ..._...[� 1'• 1"_.' %- 2"MIN.." . IAN.SEPAPATIE N� SQto D�ON( EtiN.SEPPRAS E `'I MW.S! ION EO TO GLASS(SEE I� s t TO CLASS SEE 3-•' EQ F'r• TO CSASS( 11 FOR BADE Q)AND .f SCHELUIE ON S)UN I S 1 f 1 I S SL7k;TYlP Ov SHEET 1/16-.3*MAX. av SHEET 19 FCR 11 FCR sum�Ihro •I SCHi17UCE ON SHEET Jt-- I 1 FOR BLADE ON'O (6063-T6)CONT. 1 BLADES 0&19 ,ON SHEET 19 FCR 11 FOR BLADE°N'@ CW SHEET i9 FCR ALUM.CLOSER I / .._ ` N SHEE I}k 1/2"` /IIT. ON SHEET 19 FOR (LOCATE ID 1f. BlAres nk Q� PLATE. (LOCATE 1/?.771 I I 4� t I BLADES O�Ea ERNE?SIDE�L AT EITHER SO MIND-•L;•' •, i ' _ OF()) I ) 1 2"MIN. . I 1 VSE L'OR 2`MA%. I I / or 1 • ,�..._1 $10X1/2 S.M.s, I .�� I I _--__�› (AS APPt.lCABLE)x2`1t1/8"x0'-2" t jAa- _„_�__,.� #10.1/2"s.M:S,_ F 1 _ _,_ B 16"0.0. 1 __••„.., �S"oaa ` ALUMINUM CUP ANGLE .\ ® 16'O.C. , ._ - e"r` I' �Jl (6063-T6 ALLOT)AT:MIDHEIGHTLi I 4 J{ �! (�j� (t) glD:l/z^S.M.S.Togs ��. O ��I,� (2)1/4.0 TAPCONS ANCHORS TO i r••s f �\ I Jl' ( WALL AT 1'O.C. (LOCATE AT I i••S T—• •.•• ``. �I SEE DETAIL X FOR„! OR OTHER SIDE OF®) Q OR 1 I' `•/ _!J/J \ ` SIDE CONNECTION 0 I �p��•'' SEE DETAIL X FOR �Q p�,�•\. f TO TRACKS Q OR `.' SIDE CONNECTION d OR `-"' �` I oe®a 6 7 B ib Sr.E DETAIL X E0•AO��OpOeO�®� SIDE CONNEC114N �m®a 6o. -o,;(:)•co- io. aQ-Qo"{.?0.10•0o' TO TRACKS j'a{;}•Q.0 10•�m LIV �i.®a.�.�,©-0" TO TRACKS Q..0'6w03'Q Y'(3-o" •m-oa©•o.Q•o. 1D.g63'0-co-p,oa o-o-©-c). .o- 0.07 .co-o-07 -�ne o•o-o-o-o-®a o•o-oao-o,o- o•o-co•oao•o- co.oaco-oG•o•o- o'oao.o-o-®a co.o-o.oao•o- o•o-o`odo•o.,129•0 0-o.o•o.c.1•oa0-03 o -010.0-0 BO•oao•©at•o p®� END CONNECTIONON DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL�3 END CONNECTION DETAIL Q DET i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"I. ,,-POURED CONCRETE OR i G • CONCRETE BLOCK WALL EX STIN A 1 p.}-� -t.' /—EXISTING GLASS : REQUIRED _r (� G1A55 1�T r-1_ ,v 1 L IAN.SF3 AAAT W! #I Os11 2 5.M. ". r i ( �1. '- ((//(����'''����� �������� Y,./ TO tans(sfE 16 •. \ 'FAN.SFPAPAnSN ' _ .. <- -- -----_�S_ ``0 OR®ORIGOR SCHEDULE ON SHEET TO CTRSS(SEE Ta 11 FEB BLADE 00,0 CONCRETE '�1/2" MW. SCHEME CCI SHEET so., -L___1_,...-__11-1 h '` ON SHEET 19 FEB ANCHOR dD W II FOR BLADE OAND ` i ___ ___ 1 1 ORI. Oft 1 OR° • HADES Os 12 O.C.: (,i�� I ON SHEET 19 FGR A II �_�.. - CONCRETE' i ® Mil 0 S H.AC%:SO i _.___'_: 1 OR ANCHOR -'�rEQ• _i _ I O.C. --- a 1/2 MIN. I I i r` — c tri t 1 C� --�^u> ' �/ i ik; EQ <. OR BOORj0 OR 2•MIN , 2"MIN. • SEE UMITAHONS Or USE FOR V M. -- ��--' BLADk't0A ON SHEET t4 (3OROOR�OR(3OR]g VIEW f l , ' OR 0A PLAN { DETAIL X C)OR Q`\ ,.3h,0.0.0-1D.6,. L.POURED CONCRETE OR ti '. 10.6"0-07,°•60m10•0o^ ip,�w�.�a©.�a END INSTALLATION CONCRETE REQUIRED BLOCK WALL `\ 10.0'10"0'©.®a 6 .7 '000'0' 1_._®,{��©-(�•O,�a �O Odew 1�HV BLADE OR � HV WINDOW BLADE INTO 0-0.01'D-0.0- CONCRETE OR CONCRETE BLOCK WALL. © ® ( oa0 10.0,-0.0-C .Q END CONNECTION DETAILS® o•o"0•€"1...•0°1;0' NECTION DETAIL® '^6)'0 FLORIDA BUILDING CODE(Non High Ve10ci( Hurricone Zone /1 _ ,111.V ,, 6 1F 4 Y 11`i�� •E—•N—1•.'c/r LB 2017 EASTERN METAL SUPPLY, INC. 'w�v 52017 TILTECO,INC. BERTHA HVTM It EC A.S.5.,�. Accordion Shutter System d 1 N c. ` H.V. BLADE#1 W/OR W/0 H.M.HINOOW BUTE . 'r3'• �,,14,.,„1_,:•1, �'' American Shutter Systems REV,Not DESCRIPTION DATE DRAWN BY: LC. \-1,% i. 0," : TICCIT TESTING & ENGINEERING COMPANY 1 o Association, Inc. 1 OLD 15-OB5 07/27/17 DATE 07/27/17 • �• • � t� 6}S6 N.W.nth SL.Stn.305,NRWNN CiROQtS,RORW 33100 �' •-.jQ A 4268 Westroads Drive i /��y SID r` {tr 15 PMnb:(355)871-1530.Foe:(355)871-1531 DRAWING Na ' }yJ•A•!• 's` \ d n-moan ItRecoOso'.com West Palm Beach, FL 33407 3 7_ O7 V/°NAL 0 ,\r 0'41 E3-5006719 a � WALTER A.TILLS Jr.N.E. '.",,,,,,,,,„0,/e•- FLORIDA LI..i 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" LIAYIMUM SHUTTER SPAN*"L+" (I6). FOR INSTALLATIONS WI OR "L-' (ft.) FOR OR "L-" (ft.) INSTALLATIONS )NSTALIATIQIL,FGEM • NOTES; CENTERMATES @ &e or . INSTALLATIONS W/ P w 71,,,,a1:1 . LII C 1CONCRETE & WOOD/LOCK ®W/ NO LUCKING (1) L+: MAXIMUM ALLOWABLE SPAN FORA GIVEN W ONE H.V. LOCK ��;77, or rS'� or or CENTERMATE �} & % W/ ONE HV LOCKS MANSORY POSITIVE A.S.D..DESIGN PRESSURE RATING. HO RODS or ONE HV LOCK or 6 or ;4 L-: MAX. ALLOY/ABLE SPAN FORA GIVEN NEGATIVE CENTERMATE) 28 29 W ONE vi/ NO LOCKING RODS OR W/ NO LOCKING WALL A, 8,C, D, E, M, N,O, P. Q. A.S.D. DESIGN PRESSURE RATING. / ® HODS GG. MOUNTING F, K & L R, S, & V. �IT' LOCK 30 W/TWO LOGONG (SEE NOTES I.it) (VALID FOR MOUNTING U]i (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT1[[O11��P��GG&+BOTTOM INSEE SHEET 7) FLOOR/CEILING G, H. I, I1, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE-&1ti'00D)INSTALLATIONS 0 CONCRETE O WOOD MOUNTING & to CONCRETE WNW "wu INSiAt(,ATIOHB 0 ,/,.°O° INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASO.DESIGN Asn SURE ALM MAERt DETERMINE MAXIMUM SPAN Z+' FROM SCHEDULE. PR UNG WALL MOUNTING FLOOR/ 'G PRAI,NC WILL MOINITII5 PRESSURE RDOR CEILING IADUtORG RUNG ,U1wC & Rnmc / GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (Pal) MOUNTING (P.e.fJ. ROOK/COLING MOUNTING CARL) OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (s OR-) L.I.OR-) (..OR-) FLOOR/MU.4101111150I.T (6) 1 L-(n) L I (R) 1-IR) L r (R) L-(It) 14 IR) l-(n) 0 MAXIMUM SHUTTER SPAN 1+"OR 'L-' FOR INSTALLATIONS.INTO WOOD SHALL BE UMTTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16'-0' 16'-0' 16'-0' I6'-0' 30 16'-0' 18'-0' 30 16'-0' 16'-0" 105 psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-". 35 14'-10" 14'-10' 15'-2' 16'-0' . 35 14'•-10' 14'-10' 35 15•-2' 16'-10' 40 .1S-10" 13'-10' 14'-2' 15-2" 40 1Y-10' 13•-10" 40 14'-2' _15-_2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' _ 14'-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12•-5' 12•-6' 13'-7' 50 12'-S' 12•-5' 50 _ 12•-3' __13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: _ 55 i1'-10' _11'-10• 12'-I 12'-11• 59 11'-10' 11'-10' 55 11'-1" 11'-11' SHALL BE A5 INDICATED ON MANDATORY CONDITION N2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11-4' I I'-7" 12'-4' 60 _ 11'-4' 11'-4' 60 10'-2' - 10-11' NOTE #5,SHEET 5. RATING 10 65 1o'-10' l0'-1O' 11'-I' 11'-11' .65 - '-10' 10'-10' 65 9'-5" 10'-1" DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70._ 10'-6' 10-6' 10'-9" 11'-5" 70 ' 10•-6' I0'-8' 70 _6'-9' _ 9-4' - Lz+- MAX.- SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' _10'-1' 10•-4" 11'-1' 75 _ 10'-1' 10'-1 75 5-9" ttEXCEPT THAT IAAYIMUTA SHUTTER INSTALLATIONS. __ 80 9'-10' 9'-10' t0'-0' 10'-9' 80 9'-10' 9•-10' SPAN 'L+'OR 'L-'AND MAXIMUM A.S.D. DESINC FOR A GIVEN NECATPAE A.S.D. DESIGN PRESSURE 85 9.-6'_ 9'-6' 9'-9' 10'--5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: _ 90 _ 9'-3' __7_-3'_ 9'-5' 10r-7;-_ 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9'-2' 9'-10" 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L: MAX, SPAN FOR WALL MOUNTING NISTALIATIONS. 8'-4 LIMITED TO +64,-72. ps.T. AND 8•-0" SPAN, SEE L7-= MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-7' 100 8'-9' MOUNTING MOON SHEET 7, INSTALLATIONS. 105_ 6•-7' 7'-11' 8'-9' 9'-4' 105 8'-7' 7'-I1' 110 5'-4' 7'-7' 8'-7" 9'-2' 110_ 8'•-4' 7-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1.15 a•-2'--7-3' e'-4" 8'-11 115 8'-2' 7'-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'U+", 112+', "LI-.AND "1.7-- 120 5-0' 6'-11' 8'-2' 8'-9' 120 8'-0' 6'-11' (4)NO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 0'-8" 8'-0' 8-5' 125 _ 7'-10' 5-6- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN . 130 7-8' 6'-5" 7'-10" B•-1' 130 7-B' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7' 6-2' 7'-0' 7-9' 135 7- WIND ZONE 7' 6•-2' MINIMUM SPACING. _140 7'-5' 5-Ti' i 7'-7' 7-6' 140 z'-s' S'-n• ASTM E-1996 SEPARATION 145 - 145 7'-3' 5-9' TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0' 150 7'-2' 5-7' 155 7-O' 5`-5' T-2' 6-9' 155 7•-0' S'-5'- 1 THR(J ,5 1" 160 __6'-11' 5'-2' 7=(' 6'-7' 160 6'-11' 5'-2 - 165 6'-IO' 5-1' 7-0' 6'-4' 165 6•-10' 5-1' 170 _,,..,_.,175 6`-7' _ 4'-9" 6'-9' 6-0' 175 6'-7' 4•-9' 180 6'-6' 4'-8' 6'-8' 5'-10"_ 180 6'-6' 4-8' HV BLADE 185 6'-5' 4-6' 6-7' S-B' 185 6-5' 4'-6' 190_ 6•-4' 4'-5" 6'-0' 5.-6' 190 6'-4' 4'-5' _ 1.95 6'-3' 4'-3' 6'-5' 5•-5' 195 6'-3' 4'-3 200 6'-2' 4-2' G'-4' -3' 200 6'-2' 4'-2'_.._ 205 6'-1' 4'-1" 6'-3' 5'-I' 205 6'-1' ,,,L' ''''C'`L f).:, _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; • ;; ` 92017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. `'s\P\��CEIVSF�`/9 i BERTHA HV,TIA LSSA / IILIE C O 'NG. Accordion Shutter System H.V. ELNX#1 W/OR W/O RV IMili +BLADE �/*j, ' * : American Shutter Systems Ro DESCRIPTION DATE DRAWN Bi:NLQY./LO. t -4 [71' i TICCIT TESTING & ENGINEERING COMPANY 1.1\ } !- ; Q, Association, Inc. I OLD 15-065 07/27/17DATEDRAW 07/27/17 J.1 W Y 5355 NW.SA N.St_Ste.301,NRC2NtA CAREERS,ROILw 13160 Y Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e"'6%.'••,•,-,,,,•' \ ,d a-mea:talec0000lccrn West Palm Beach, FL 33407 3 Si6NALEN�'j11 WALTER C i1 Jr.RE 4 17-1 07 A'' FLORIDA Lie.9 44167 3 SHEET P.E. SEA17SiG't1ATURE/DATE 5 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAT{, • A-S.D. DESIGN NEGATIVE,PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE , BLOCK.INSTALL JON$ POURED CONCRETE E (553:NOUNTNGS A,8 C 0 ANOY ON anal 6) POURED-CONCRETE/CONCREIE 810CI6 TAPCON OR 1tA1au0L1 ®WALL HEADER,,,,NCUNRNG ®W0U.HEADER MOUNTING WALL HEADER dtOU07180 (fPWAtL SRL OUNISNG (WALL SILL WONTING (C)&( wALL HEADER/SILL TAPCON WITH ADVANCED W/p W/6 C� W/p w/0.9 . MOHO'G THREADFORM TECHNOLOGY 1 SPAN (It) Asn,9690/15606E P9ES9s 6 607514(F"'4' . 1 61TATN FIISS'4Y'.E was&(6 144.5.11 6.5a OE=02781102 0055uR RANG(144.5.0.76701 1kL01+E 0270.0E RATPIG ON)Asa OF94l 5ECATNE MESS_ ASO.76951 h'EGN5E FrBSRWE 0#1746 jPt) AIL POINTS SOLID-SET 3D 40 60 5 D 1 0 160 205 30 40 60 75 90 I 0 160 205 30 40 60 75 0 120 160 205 30 40 60 5 0 120 160 205 30 40 60 4 ..� 5 0 120 160 205 3 40 60 75 9 120 160 205 BLUE TAP' 14 '12' 10 6 6 14 12 10' 9 6 6 14 12 10 9 '6 6 14 12 10 8. 0 - 14. 12 10' 9 8 6 5.5 8 8 7 5.5 3"-0" 14 12 10 6 6 14 12 10 9 6 6 14 12 10. 8 6 6 14 12 10 8 6 6 14 12 10 9 8 6-0 6 8 8 8 TAPPER+ ' OR LESS 14 12 10 6 5 14 12 10 9 6 6 14 12 10 9 6 6 14 1I IP 8 6 3 '14 12 10 0 8 6 0 8 B 8 6.5 14 42 10 8 6 14 12 10 9 6 6 14 12 10 9 8 6 14 12 10 8 8 - 14 12 10 9 8 8 6 0 8 8 7 1/ 12 10 8 4 14 17 iq 9 6 6 14 12 10,9 6 6 14 12 10 7 - - 14'12 10 9 7 5.5 - 8 7 5.5 4 14 12 .t0 6 4 1414122 10 9 6 6 14'12 10 9 6 6 14 12 10 8 5.5 - 14 12 10" 9 _,L....6 6 ' 8 a 8 8 a,-0• t4 12 10 i.5 - 14 12 10 9 6 s it 17 IO 9 6 6 14' 12 10 - D - 14 12 .10. 9 8. 8 -0 8 6.5 5 14' 12 10 6 4 14 12 10 9' 6 8 14 12 10 0 6 '6 14 12 10 8 - - 14 12 10 9. 6 '6_- 8 e, 7 5.5 14 12 10 8 4.5 - 14' 12 10. 9' 6 3.5.14'12 10 9 ' 6' 6 14'12 10 7.5 - - - 14..12 10' 9 7.5 5.5 - 8 8 7.5 5.5 4 3 * SEE ANCHOR fJ'-W" 14 12 10: 8 4.5 - 14`12. 10 9 0 3.5 14 12 10 9 6 6,.,14 12 10 8 7 - - 14 12 10 9 8 8 6 - 8 8 8 8.' 8 8 SPECIFICATIONS 14,12 '10 '53 '- - 14 12 -t0 9. 45 - 14 t2 10 9 , '6 5 14 12 10 8 3 - - 14 12 10 9, 8 7 8 s 8 8 7 '5 4 14 12 10 8 4 - 14 12 19 9 6 3.5 14 12 10 9 6 6 14 12 10 5 - - - 14 12 10' 9 8 7.5 - - 8. 8 8 7.5 5.5 4- ON SHEET 13 14 X12 10 5.5 3 14..12. I0 9 4.5'- 14 12 10 9 6 8 14 12 93 7.5 4 - _ - 14 12 9.6 7.5 6.5 3.5 - - 5 7.5 6.5'4.5 3:5 - 6•-0 • 14 12 10 5.5 - 14 12".10- 9 _ 4.5 - 14 12 -'10 9 6 6 14 12 10 0 8 4 ,. - 14 12' 10 9 8 8-4 - 8 8 8 8 8 7.5 11_12 :10 3 . 14 12 IS- 9 �. 14 12 19 9 _ 5.5 3.5,14 12 10 9 4.5 - - 14 12 10 9 7.5 4 8 8 7.5 5.5 4 3 14 12 19' 5 -."^14 12 10 9 --- 4 14 12'10 9 6 55 14 12 10 9 S - - - 14 12 10 9 8 4.5 - - '8' 8 8 8 4.5 - • 14 12 10 • 4 - - 14 12 10 9 -0.5 3 - 14 12 10 9 8 - 14 12 8 4.5 - -1- - 14 12 8 6.5 5.5 - - - 8 6.5 5.5 4 3 - W` 14 12 10 4 - ^ 14 12 10 9 63 3 - 14 12 iD 9«.-.. 6 - 14 12 10 9 5 - 14 12 10 9 8 7 7- 8 8 8 8 7.5 6 T'- 14 12 10 4.5 - - - 14 12'10 9 4 -- 14 12 10 9 .4 - 14 12 10 5.5 - - 14 12 10 8 6.5 '- 6' 8 85 5 '35^- 14 12 10 7.53.75 -_- 14 12 10 .9 6 - - 14 12 10 9 6 - 14 12 10 6 - - 14' 12 10 8.5 7 - - 8 8' 7 5 4 - 114'12 10 5.5 3 - 14 /2"10' 9 45' - 14 12 to 9 - - '14" 11 7 - - _- - - - - 14 '7 55 3.5- 7 55 45;3.5 - - 14, '12 10 ,55 : 14 12 10 9 4.51"- - 14 12 10 9 -., 14 12 1017 4 - 14 12 10 9 8 "3 - 8 8' 8 7:5,.7 4. *SEE LIM1TTI0N5 OF USE FOR R'-W" 14 12 10.5.5 3'-1---7,.----- 14 12,10 9 - - - 14 12 10 9« 55 - - 14 12 8.5 3 - - - 14 12 8.5 7 4 - - - '8 7 5.5 4 -3 14 12 10 5 - - - 14 12 10 9 4 - - 14 12 10' B - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - 8 75 8 4.5 - _ 9LADE IA ON SHEET 19 14 12 10 6.5 4.5_- - - 14 12 10 9 7.5 - - - 14 12 /0 - - - /3 9S 4 - - - - 13 95 65 S - - - - 9.5 5 4 3 ,- - - 9-0. 14 12 10 8.1"4 - - .- 14 12 10 9 7.5 - - - 14 12 10 - - - 14 12 tO 5 - - - 14 12 10 9 53 '- - 8 8 8 6.5 6 1 14 1 12'8.5 4 - 1- '- 14 12 10 9 43'- - 14 12 10 7.5 - - 1- 14 115 43 - - - - 14 11.5 7.5 6 - •.7.5 6 5 4 - t4 12 10 8' f - - 14 •12 .10 9 7 - - 14 "12 10 0 - - 14 12 5" 14 12 8 83 - - - - 8 6.5 53 4 - 14'12 9.5 5 3.5 - - 14.12'10 9 1'5.5 - - 14. 12 10 8 - - 11.5 8.5. - - - - - 11.5 9.5 5.5 - - '- - 55 4.5 33 - - - 14 12 9.5- 5 3.5 ----;---14 12 10 9 S5 = - -- 14 12 10 0 . - 14 12 7 - 14 12 10.7,5 5 -- - _ u„. 8"8'8 7.5 4.5 = 10'-0" - 14 12. 65 3 - - 14 12. 10 .6'3 - - ti. 12 10 6 - 14 103 - - -3 14 103'7..3.5 - - 7- 55 4.5 33 14 12 9 4.5 3 - -'-7 14 12 10 9 5 - 14 12 10 8 - - 14 It - - .- - - - 14 11 7.5 - - - - 7.5 6 5 14 12 7 ,14 12 10 - - - - 14 12 10 - - -"10.5 8 - -- -,- - -'10.5 8 5 - - - - - 3.5_ - - il'-0" 1412 7 - - - - - 14 12 10 - - --u- 14 12 10 - - - 14 i2 5 - -~- - 14 12 ID -_ _ 8 B _8 .•7 15 _ 14 12'4 - - - - 14 12 i4 -, .14 12 10 - - - - tt?3 9.5 _ 12.5 9.5 .6 - - y 6' g.. .4 3 14 12 0.5 - - - - 14 12 10 - - - -' -14 12 t0 - - - - - 13.5 10 - - - .. - 14 10 '7 7 5.5 4.5 - - - I4 12'-W' 14 12 5.5 - ti 12 10 _ _14 12 19 14 12 4 14 12 10 - - - ' 8 8 6 18 2 - 14 12 3 - - 14 127 8 14 12 10 - « - 11.5 8.5 11.5 8.5 4 5.5 44 4 - ��.s�� BLADE J� (] 14 12 5 - - - 14 12 10 - - - 14 12 10 - - - - 12.5 95 ~--i55 I 1 / HV BLADE OR HV BLADE 14 12 - - 14 12 - _ 't4 12 - - - 9 4.S - - - ._^ - 5 45 3.5 3 - - �'/ 8 8 8 4.5 • .ti i4 - i4 f2 �- •14 12 - _ W�! {11�. HV WINDOW BLADE � � i2' 13 6 11.5'8.5 - - - SS�4S - - � - ,4 1I _ 4 3 - _ _ _ WORKING IN UNiSON 14 12 8 8 7.5 4 - - 14'-0„ 14 7 - - - 14 12 14 12 _ 10'4 10 7.5 _ 7.5'.--3-- 4 3 - - - 14 11.5 14 12 -�_ 14 12 10.5 4 14'- 14' 14 - - - - - - 7.5 .. - - - - 7.5 - - - - - - - 73 SS 35 J •. '" - 14 - - - - - - 14... __ _ _ _ _ 14 - -, 14 - - i# _ - 8 '8 8 7 T 3.5 - - 15'-0• - 14 . 14"- - - - - 14'- -- - - - -'14 •"' - - - - - - 7 - - - - - - - 7 - - - i- - - 7 5.5.3:5 14 - 14 - - 1{ - _ _ - _ 14 - 14 - . - - - - - 8 "8 8 7.5 8 3 - - 18'-0' 14 - 7. 8 l_...._..,.-• 5 8 6.5'4`13 - - 14 - 14 - - - - - 14 - l- - J7+A+f'& - '^ - - - 85 - - - - B 7 45FLORIDA BUILDING CODE(Non Nigh Velocity .Hurricane Zone) , Il `e A. )j ,.� 2017 EASTERN METAL SUPPLY, INC. 111.p�. //"'c 02017 TILTECO,_INC. 4 v°EN?../4fy BERTHA HVTM �,_. A " ' Accordion Shutter System *. a / I I L I E C O inc.. ■ . m ■ ■ H.v. SIADE#1 W/CR w/o N.V.%%mow BIADE • t Amedccn Shutter Systems REV.N9' 'DESCF6P70N- DATE .DRAWN 8V: LC. '0 4 7F , TILLIT TESTING & ENGINEERING COMPANY y3 �r Association, Inc. 1 OLD 45-085 07/27/I7 W,E: 07/27/17 .A '6356 N.W.36tt:.'6L,SM.3115. .Fit,C(350)8S.t1-15 33166 4268 Westr00ds Drive 2 �" 4tt P69ne:(305)-7-1510.264:(305)871-ISSt " DRAWING Na -1)! �:V" Sr,„, 1� -moa L600571a.�on West Palm Beach, FL 33407 3 7"1{�7 `-`�/ONAL 04'-/It`t WALTER O. W1'5.P.E.94 , 1/ 2100104 Lk../44167 5' SHEET '20: - P.E. SER SIDNRtuRE/DATE s 1'2.OF 20.... i tAAXIMUM.ANCHOR~ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPANS 7`SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.D.DESIGN NEGATIVE PRESSURE RATKAND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSrPIlQdS (SEE LLWNBNIS 2G,A^.H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETF./CONTE MOCK POURED 4O940151E (A) TO EXISTING POURED CONCRETE; (Min.Fc 3 kol) LLAXOWUM E WALL SILL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING - 1/4'9 TAPCON OR TAPCOI4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Cc=3SPAN 1sT) O ANCHORS SPACING I MEND - 1/4"A x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. Fc= 3 ksi) • (ft) 43011o+mow.Y E3ME RANG RAA.Sem Kam F4839WE RATTING(p10 ASA 555TH AEGNTN£F' RE PAINT 00) _ - 1/4'0 SLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(MN.('c=2 koi) 30 40 60 75 90 120 160 205 30 40 60 75 90 1.0 160 205 30 40 :60 75 90 120 160 205 TAPCON OR -.1/4"8.TAPPER+.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCLIN VAIN ADVANCED COMPANY OR ANY OTHER APPROVED INCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. • 14 t2to 9 `6 8 6 5.5 14 12 10 9 8 - A 6 14 12, 10 9 8 8 6 8' THREADFORM TECHNOLOGY {Min.Pc= 3 1,91)3'-0 14 12 t09 8 8 8» 6 14 12 10 9 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 t0 9_ 8 8 8 8 14 12 10 9 a 6 6 14 12 10 9 8 8 6 5 BLUE TAP W/.CAP NOTES: _ 14 12'10 9 8 a 8 7 14'12 10'9 A' ' 6 6 14 12'10' 9 •13 'a 6 6 . - A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 5.55.5 14 12 10 9 8 6 6 14 17 1D 9 8 8 6 S _ TAFPF.R+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4•-0' 14 1210 9 8 B. 6 6 14 12 10 9 8 6 8 14 12 10 9 8 8 8 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 8 45 14 12•15 9 8 ,6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOUS-SET`.ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 A '9,8' -B' a 4.5 14 17' 10 9 8 B 6 5.5 14 12_10 9- 6 B 6 4,5 - INTO STUCCO SHALL BE PERMITTED. 1/4'A-20 SO.MACHINE SCREW USED SHALL BE 1 1/2 LONG MINIMUM SHOULD.STUCCO ♦SEE DOIIMXTNS OF USE FOR 14 12 10 9 7.3 5.5 3.5 - 14 72 TO 9 a 8 6 S 14 12 10 9 8 7 55 4 IXtST,,ANO 1'MINIMUM EOR WALLS WITH NO STUCCO. $,-0'' 14 12 _10 9 8 8-6 14. 12 10 9 8 8 6 5.5 14 12- 10 9 B 8 6 4SBJ . ACE CN DIM 14 12 10' 9 8 7 4 .- 14 12 .10 9 8' 6.5 5'3.5 14 12 iD 8,05 5'JB .3 A:3)Ik CASE THAT PRECAST STONE,PRECAST CONCRETE'PANELS,PAVERS OR ANY VENEER 8E-FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9. 8 7.5 4.8 - 14 12. 109 B 8 6 4.5 14 12 10 9 '8 6 4.5.3.75 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE-MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 12 9.5 7.5 0.5 4.5, - - 14 12 10 '9 a 7.5 5.5• 4 14 12 10 9 8 5•4.5 3.5' NOTES A1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WISH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 6 B 6 - 14 12 10 91 8 8 6 5 14 12 10 9 6 6.5 5. 3.S INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. 61 ' "D 4 12 _ - 14. 12 10 9 7.5 5.5 3 14 12 10 8.5 7 S5 4 3 14 12 o 85 S.6 4 3 14 12 t0 9 8 6 .- - 14 12 10 9 N5.5 5 3,75 14 72`10 8.5 8 5 +»- (B) TCF COSTING CONCRETE BLOCK:(A51M C-90) 14 12 V 8 6.5.5.5 3 '- - N 12 10 8 G S 4,5'3B. 14 12_IO a 7' 5 3.5 3 - 1/4"a TAPCON OR TAPCON OATH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BU(LDne. 14 12 10 9 8 8 - - 14 12,10 9 7 5 4 14 12 '.10 "9 75_55 4 3 - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALC POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'_1) - -1/411 BLUE TAP CONCRETE ANCHORS W/CAP.AS MANUFACTURED BY'FLORIDA FASTENERS DIRECT,GNC. is 12 i0 8 6.5 4 - 14 72 5 7.5 6 4.5 3S - 14 TOS 7 55 4.5 3.5 - - 7/4'8 TAPPERS ANCHORS AS 61ANTJFACTURt:O BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY. 14 12 10 89 7 4'. - 14 12• 10 9 75 5.5-4 - 14 12 9 7 7S 4.5' - - COMPANY DR ANY OTHER APPROVED.LICENSED OR AUTHORIZED_VENDOR REGISTERED WITH THE AIAERICAN SHUTTER SYSTEMS- -ASSOCIATION.-INC. 14 11 7 5.5 4,5 - - -V14 12' 10 9 7,5 5.5.4r- 14 12':9 7'.6, 45 3 - Ti,-O` 14 I2 10' 9 A' 6.5 - 14 12 10. 0 8 6 4 14 12"10 .8 •85 5' 15 - NOTES: t4 12 8.5 7 55 3 - - 14 12 8 6.5 55 4 3 - 125,9.5 6 5 4 3 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS I 1/4'AND TAPCON 14 12 9.5 7.5 6 - 14 12 9.5 8 8.5 5 - - 14 12, A •8 &5 4.• - - -WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'.. 13 9.5 6.5 5 3.5 - - - 14 12 10 6 8.5 5 - - 14 12 6 6.5 5 4 - S,_a• 14 12 10 9 0 - - 14 12 10 9 75 45- - - S 7 5. 14 12 85 4 _ - 8.2)MINIMUM EMBEDMENT OF I/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS WU-BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.6 7.5 6 4 - - - 14 11 7 5.5'5 3.5 - - 11 8 5.5 4.5 3,5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 5.5. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 12 8 6.5 4.5 - - 14 72 85 7 5.5 + - - 14 10.5 7 5.5 8 45 - EXIST.AND T"MINIMUM FOR WALLS WITH•NO STUCCO. ' • 11,5 8.5 55 4 - - 14 12. 9 7 6 4.5 - - 14 11' 7 5.5 4.5 35' - 14 *2 10,9 7.5 - - - to 12 10 8 6.5 5- - 14 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS CR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. IO,-0'--- - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SATO:WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 TOS, 7 5 3.5 - - - 14 1. 9 5 4 3 - - 10 9.5 5 4 3 - it 11 7.5 5.5 - - - - 14 tt.S 9 6 5. 4 - r.125 9.5 6 5 4 4 .-. - NOTES B.1)&B.2).ABOVE,FOR INSTALLATIONS ON VINYL SIDING DR ENS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 10.5 8 5 _ - - 14 12 '8 6:5 5.5 4 - 13. 10 85 5 4. 3 - - FOR INSTALLATION INTO EFS WNH METAL STUDS SEE SHEET 20. ' Ii,-0 14 12. 10 - - N 12 9 7 6 4.5- - 14 10,5 7 5.5 4,3 3.5 - 125 R5 5 .- _ (C) ANCHORS SHAD.BE'INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - - 12 9 8 4,5 4 3 - - 9 7 45 3,5 3 - 14 10 7 - - - - - 14 ISS 7 5,5 4„6 - - - 11:5 8,5 55 4.5 3,75 - - -. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D,)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0.5 7 4,3 - - - - 14 11.5 75 6 5 - - - 12 9 6 4.5 4 - - - 12,-0'a 1212 10- - - - -14 12 8 65 5.5 - - - 13 10 6,5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS:-' n5 65 45 L II 8 5.5 4 3.5 8 6' 4 13 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATES 8ELOW.FOR E.0..LESS THAN.'ME INDICATED.REDUCE ANCHOR SPACING` _ 13.5.8.5 8 - -' 13 9.5 8,6 5 '4 - 10.5 a ,5 4 - - BY MULIIPLYING SPACING SHOWN ON SCNEOULE BY THE FOLLOWING FACTORS. • '9 95 - - - -14 10.5 7 5.5 4.5 - - 11 8,5 55 4.5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL'NOT BE LESS THAN MITAMUM SPACING.INDICATED FOR. EACH ANCHOR TYPE. 14 12. - - - - 14 17.5'75 5 5 - 12 9 6 ,45 4 - - FACTOR 13'-0'- _ _ _ - TAPPER + 10,5 8. - 10 7.5 5 4 3 - 7.5 5.5- 4 3 ' cTuAL !'Cw- TAPCON-WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP - - 125 6.5 - - - - .12 .9 8 4.5 4 - - 9.5 7 5 4 - - DICTCE 1HREADFORM TECHNOLOGY MIN,SPACING 8 6 - - - - 13 9.5'65 5 - - - TOB 7.5 5 ♦ - - - Q AV B A 0_ 't� 14,-0' 14 12 -- - - - =14 105 7 5.6 _ _ - II 8.5 55 45 _ - - S.D. MIN.SPACING-3' LAIN.SPACING 3` MIN.SPACING 3 1/7` MIN.SPACING 3' 3 3/4' 4' 0 POURED CONCRE1E& POURED CONCRETE& POURED CONCRETE&mum)atom cool&aur,( f0. 7.5 9 7"4.5 35 - 7 9 39 3.. 'A , ��"A�- CONCRETE BLOCK `& CONCRETE RL%I( CONCRETE BLOCK ., m.2 115 8 it 8 S.5 4,5�. - - �9 6.5_45 AV 1 DO A MN.EU..Y �•F31.+3'1/F„,,,,,2 1/2' MN.ED.•3 1/2' MN.E0.3' 75 - - - - - - - 12 9 s 9.5 7 4S T�•� pt/ 3'' T.0 0.90 • 1.0 0.78 '1.0 0.84 1.0 15._0. F+ 13.5 10 65.,^_M1.,, - - - 10.5 8 S - .: _ -' - Ei1-19.1 TJNQF3T�ING, .._. ..._._.. - -_».__ 0,87 -.--. 2.1/2" - 0.81 1.0 - 1.0 9 A.5 6,5: 4 - a.5. 9 3. - - "' IN ,UNISON . - - - - 2• p 7j..'" O St 7 - - - _ 115'8.5•5.5 - - - - - 9 8.5 4S - - - - 1 3/4' . 0.91 - - - 0.43 - i _ _ _ - - .1 1/2' 0.35-- - - ._._ - .._ - 0,35 - g - - - 8 8 i - - 8 4,5,3' 8 6 4 �,-,,,,,r4..-1 FLORIDA BUILDING CODE(Non Righ' Velocity Hurricane Zone) Aa4`t A���riF...,k(/+ 02017 TILTECO.INC, ITr720BERTHASUPPLY. VTM .7„:,,,_ s`.. T 1 L E C O INC. A■C ■S 1.A■ Accordion Shutter System * 0.----. s IRS BLADE#1 W/GR W/O Hy.ViwoW eIrAE a ,y American- Shutter Systems- REV,No DESCRIPTION, OATS DRKNN 8Y: LC- .,-a Q' a'2, T{. ° "TILLIT TESTING & ENGINEERING COMPANY '~'.'p I. ''TATE of, -, + 6355 R.W.36m St.,SU,305,mita,camels,tLORMA 33161 Association, Inc. 1 OLD 15-085 07/27/17 wTe 07/27/17 " ',iQ+�,c - o..,0i Phone:(305)871 1530'.Fox:(305)871-1531 4268'Westroods Drive Y DRAWING No - '''ea 0RIDA.,. 44.7,1� a m RED•61 o520'gl,com West Palm' Beach, FL 33407 r 17-107 %.+�/A• - •••• '`C 1,iF WALTER A.TILLIT Jr.P.E. 4 I N N .' FLORIDA Uo B 44167 5 SHEET P.E.S d1TttStE DATE a: 13' OF'20'. i MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A. 1 4q.. A 4 :111 . ::11, a.6 : 4:: "hl k H9 1.116 1P 2.9: a. :al 6: a6 :911 : 4 . 6.1: :111.. (SEE MOUNTINGS 1.4.K 6:1 ON SHEET 7) POURED CONCRETE POURED CONCRETE/CONCRETE BLOCI( ANCHORS SPACING LEGEp(¢ (0A404 OVER& 1, 1RENCtt 53/0510.111 MOUVER �J RA1N('VARD MOUNTING QWAIi-/Fl.00R MOUNTING OW7Si/YIAUt OVER MOUNTING TAPCON OR 0'W .ts v DEM 1.7041n8 P880512 wa0G(Ioi As.a cam 6E841ST* •IIE-rumlG 1 Asn✓MS1N MOM Pref 97�m1G(*61650.DFN11 REM Kean PAM(6.4 TAPCON WITH ADVANCED {rt} _ 30 40 60 75 0 120 160 205 30 40 60 75 90 120 160 205 30 40 60 76 90 120 100 205 30 40 60 75 90 120 160 205. THREADFORM TECHNOLOGY 14 12 10 9 6*6 12 12 12 12•12'11,5 8.6 65 7' 0 7 7 ' 7'7 7 5.5 .5 5�5 *5' 5 5 5 5 ALL POINTS SOLID-SET 3,-0- 14 12 10 9 6 6 12 12 12 12`12 12 9.5`7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 55 BLUE TAP OR LESS 14 12 10 9 6 6 12 12 12 12 10.5 8 6 ,4,.5 7 , 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 10 9 6 6 12 12 12 12 12 *0 7.5 6- 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14'12 10 9 6 6 12 12 12'12 11.5 9.5 6.5 5 7' 7 7 7 77 5.5 4 5 5 5 5 5 5 5 4 ...__..».. .5.__.., ....�-_.__ 4,-0• 14 12 10 _99 8 6 12 12 12 12 12 95 J 5.5 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 14 12 10 6 0 12'12 12 9.5 8 6 4.5'3.5 7. 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5S 14 12 10 9 -6 6 12 12 12 12 10 7.5 5.5_4 7 7 7 7 7 7 7 5,6 5 5 5 5 S 5 5 14 12 10 9 6 8 12 12 12 11 9 7 5 4'• 7 7 7 7, 7 575 4 3 5 5 5 5 5 4 3 5,-O" 14 12 10 9 - 6 6 12 12 12 12 10 7.5 5.5 4 7 7 "7 7 7 7 7 7 5 5 .5 5 5 5 5 5 t4 12 10 9 6 6 12 12 9.5 7.5 8 4.5 3.5 7'7 7 .7 7 7 5 35 5 5 5 5 '5 5 5 4 14 12 10 9 6 6 12 12 12 95 8 8 4.5 - 7 7 7 7 7 7 5.5 4 5',5 5 5 5 5 5 4 t SEE ANCHOR 14 12 '10 9 6 6 12 12 11.5 9 7.555 4 3 7 7 T 7 7 45 35 - 5 5 5 5. 5 45 3.5 - SPECIFICATIONS G.-0" 14'12 10 9 6 6 12 12 12 10 8 '6 45 3S 7 7 7 7 7 7 7 7 5 ,5 5. 5 5 5 5 5 ON SHEET 13 14 12 10 9 3 6 6 12 12 8 65�J 7 17_ 7 7 7 539 4 - 5 5 5 5 5 5 4 3 14 12 10 Is -_ ._ 6 6 12 12 10 8 55 5 3.75 - 7 7 7 7 7 8 4.5- 5 5 5 5 5 5 4.5 - 14 12 10 9 6 6 12 12 10 8 6.5 5 3,5 - 7 7 7 '6.5'53 4 - -' S 5 5 5 5 .4 3 - 7,-0" 14 12 10 9 6'6 12 12 12 8.5 7 5 4 3 7 7'7 7 7 7 7 6 5 5 5 5 5 5 0 5 94 12 10 9 6 6 12 10 6s'5 4.5 3 7 '7 7 7 6.5 5 3 5 5 5 5 5 5 3.5 3 14 12 10 9 6 6 12 12 55 7 55 4 - - 7 7 7 7 7 5 - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10.,9 6 -'12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4,5 3 - - 5 5 5 5 4.5 35 - - PSF A.S.D DESIGN PRESSURE 1 ,-0„' 14 12 10 9 6 - 12"12 10.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 '4 '5_ 5 5 5 .5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 6 - 12 0 6 4.5 4 3 - - 7 7 7 7 5.0 4 3- - 5 '5 5 5,5 4 3 SCHEDULE (f3, SHEET 11 14 12 10 9 ' 6 - 12-11 7.5 6 5 3,75 - - 7 7 7 75'6 4.5 - - 5 5 5 5 5 4.5 - - 14 12 10 9 - J - - 12 1153.5 7.5_6 5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - 14 12 10 9 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 .5 5 9,-0.�14,12 10 0 - i 15 4 3.5 - �._._- 7 7 7 8 5 3.5 - - 5 6 5 125 5 4 3 - 9 5 _....-..._. - 14 1? 10 9 - - 12 SO 6.S 5 4.5 - ^� - 7 7 T 6.5 5,5 - - - 5 5 5 5 5 4 ----a 14 12 10 -9 - - 12)05 7 5.5 45 3.5 - - 7 7 5.5 4.5 35 - - - 5 5 9 45 3.5 - - - 701-0"14 .12 ,10 9 - - 12 11 8.5 6 5 33_- 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 t4 12 t0 9 - 9.5 7 6,535 3 7 7 7 55 4.5 - 5 '5 5 5 4.5 35 14 12 10 9 - 12 9 8 5 4 - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - 14'12 10-9 - - 12 9.5 6 3 43 - 7 .7 5 4 3 - - - 5 .5 5'4 - 14 12 10 9 - - 12 10 7 5.5 4.5 3.5 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 (�^�'�\ BLADE 11,_0.14 1212 10 9'�- 1- - 11 8 . 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 " - { I / N V BLADE ONLY to 12 10 9 _ it 8 5.5 4 - - - - 7 7 7 5.5 '- " - - 5 5 5 5 4s - ^ - \ / 14 12 10 9 - - - 11.5 8.5 6,5 4.5 3.5 - - 7 7 4,5 3.5 - - - - 5 5 4.5 3.5 3 - - - 12,-0"tt 12 10 9 - - -. 12 9.5 6,5. 5 4 3 - • 7 7 7 7 7 6 3 - 5 S 8 5^S 3 4:5 3.5 14 12 10 9 - - 1- 8 6 4 3. - - - 7 '�7 55 4.5 3.5 - • - $-5 5 4.5 4 3 14 12 10 9 - - - ID 7.5 5 4 - .-7----:------:-.- 7 7 6' 5 - - • 5 5554 - -14 12 10 9 - - -'10.5 8 5 4'35 - - -• 7 6.5 4.2 3.5 - - - - 5 5 45 3.5 3 - - - 14 12 10 9 - - - 11.5 8.5 6 4,5 3.5 3 - 7 7 7 7 1 7 4.5 - - 5 5 5 5 5 5 4,5 3.5 13,-0",14 t2 10 9 - - - - 7 55 3.5 3 - T- 7 7 S 4 '3 - - 5 5 5 4'3 - - 14 12 10 9 - - 9 7 4.5 3.75 -- - - 7 7 5.5 4.5 - - 5 5 5 4.5 4 - - 14 '12 10 5 -'10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - 14 12 TO 9- - - 10.5 8 5.6 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14,-0„ 14 12 10 9 - 65 5 3 - - - - - 7 '7 5 3.5 - - - - 5 5 5 4 - - - - 14 12 10 9--;-a----- - - 8.5 65 4 7 7 5 4 - - - - 5 5 5 4 - - - - 14 12 10 - - - 9 7 4.5 3.5 3 - - - 7 '5.5 3.5 15,-0"14 1212 10 - - v - 10 7.5 5 4 3 _ 7 7 7 7 7 3_5 - = 5 5 5 '5 5 5 4 3 14 12'106 4.5 3 - 7 7 4.5 3 - 5 5 4.5 15 - - _- 14 92 10 14+12 10 _ ' i4 17-10. 9.5 7 4.5 3.5 3 - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 163-0"144 12 10 - - - - - 6 4:5 3 - - __• 7 65 4 - - -. - - 5 -5 4.--a3.5 - - - - 14 12 10 --7.-5-a5.5 3.75 -- - - 7.R.70''74'.AAeefe}.,�,. - - --5 5 4.0 -"-"- - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 11541>4‘G"R• 77{ " C12017 EASTERN METAL SUPPLY. INC. 44�P .A.61_07..54:11*-:". .,• ��j.� 82017 NLTECO,INC. ,��p' CEN •• 4.\ BERTHA HVTM // /� Q '` A Accordion Shutter System Z' >�4Y• _,:_ I I L I E C O INC. ■ ■ ■ ■ I}; °. j / H.V. BLADE#1 W/OR W/O H.V. 4WITOW BLADE �'• "11:Ufa41' `, TICCIT TESTING & ENGINEERING COMPANY American ShutAssociation, Systems REV.No DESCRIPTION DATE DRAWN Err; LC. p u( s 8355 N.W.363.6 St,ST..355 VIR01M 04/-0116,nom.33166 Assoaiation, Inc. 1 OtD t5-0&S. 07/27/17 DA,E 07/27/17 s 4268 Westroods Drive 2 Pho6<:(305}871-1530.Fax:(305jB71-1531 DRAWING Na ....#,-,t‘‘ 6-6,6;1:01166606a.66m West Palm Beach, FL 33407 3 17-107 ---,Ohl� L E �' ` EB-OW67194. N j1�1 W4CIER a'mut Jr,P.E. 5 SHEET FLORIDA Us.(t 44167 F.E. SERf3IONAYURE/DATE _s 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUN1ING TYPE, (SEE MOUNTINGS ON 9HEE15 16&17), SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 WI MIN- 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 7/2_,MIN. COX 2IrW/MIN.6,40.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN, G=0.43 W/ MIN. 0=0.36 PLYWOOD DOUGLAS 51R W/ W/ MIN. 0=0.43 W/ MIN. G=0.36 MAXMUU SPAN 07 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS 6t, N, O & R FLOOR MOUNTINGS 'Ad, N, p & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL.MOUNTINGS B.O. WALL MOUNTINGS 0.0. WALL MOUNTINGS W & X W & X W & X P & Q S'&V S &V S&It iss:six 60616 990919 836(,z)LSI/19(N SEALSE maskTARE(4 ISR R4217CTR6E PR39.4E PAtt6(¢i)45s UP NON pima FA70(O4 ISD.11971160.019106444 OSEP)4.5259152560004 us.1L51N 107i7.S 40SoE BR6(913 AS616779*art 90519171061199)tiff 1930i g94PE Mauna unta(¢14.55 rico 1811 1 171604 30 40 60.75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 1 3'+0'OR LESS 12 10 10 9 8 8,6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 X12. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ._..1 _O 10 6 Ti. _..__. ..,�. ,_._ 4•_q^ 12 TO 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 8 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 Ti 12 12 12 12 12 /2 12 12 12_12 12 12 - 5•_9• i2 10 .70 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 -6-6 6 6 5 12 10 10 9 8 7 T6 6' 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 72. 72 12_,_12 12 12 i-2_10.5 6'-0' 12 10 10 G 55,566 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4,5 12 10 10 9 6 3.5'6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 12 10 8.5 p_q^ 12 10 10 9 6.5 a 6 6 fi 5.5 4.5 4 t2 TO: 10 9 5 3 6 6 _G 5 4 3.5 72 70 10 T 3.5 - 6 G b 5 a 3.5 6 5 d'd - - 12 12 12 12 72 12 _72 12 72 12 12 10.512-12-412 10.513.5-1.6- 5'-5' 12 10 10 7.5 4.5 3 6 5 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4,5 3.5 3 6 5 4 - - - 12 12 12 Ti 12 12 12 12 12. 12 11 9.5 12 12 1.5 9 7.5 6.5 g_q• 12 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 a- - 6 6 4,5 4 3 3 12 10 4 3 - - 6 6 45'4 3 3 6 5 3.5- - - 12 12 12 12 12 10,E 12 12 12.11.59.5 8.5 12 12 10 8 6.5 5.5 10•_0• 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.59.5 12 12 12 10.58.5 7.5 12 12 9 7 6 5 11'-0' 4.54.53.55 - - - - 12 12 12 12 10 85 12 12 12 9.5 8 7 12 12 6 6,5 5.5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5 .2,7-.7-- �� 6 5 3.5- - - 12 10 - - -- 6 5 35- - - 6 5 - - - - 12121211.50.58121-2.118.57 6 12 11.5 7.5 6 5 4 13'-0' 12 10 - - - - 6 6 - - - 12 10 - - 6 4.5 - - - - 12 ZS - - - - 6 4.5 - - - 6 4.5 - - - - 12 12 12 10.58.5 7.5 k2 12 10 8 6.5 5.5 12 ".0.5 7 5.5,4.5 4 1 14'-0" 12 10 - - - - 6 5_5 - - - T 12 7 - - - - 55 4.5 - - - 12 7 - - - - 5-5 4-5 - - - - 6 _3 - - _ _ 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15•-0' 12 6 12 5 12 - 5 _ 6 _1212 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 4 16'-O' 12 - - - - - 6 - - - _-_- 12 - - - - - 5 - - - - - 11.5- --- - - 5 - - - - - 6 - - - - - 12 12 10.58.5 6.5 4 12 12 8 6.5 5 3 11,58.5 5.5 4.5 3.5 - , (D HV BLADE OR 0 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON. •SEE 06361 96 Cr USE FOR BLADE LV ON SHEET 14 + NOTES ON ANCHORS REQUIREMENTS: W000 SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SOW WOOD SOFITT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF ME FOLWWING: -SOUTHERN PINE No:2 W/GN0.55(HMS) - I/4^0 TAPCON ANCHORS,AS IMNUFACIUREO BY LT.W.SUEDES W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0.0.50(9.95.) EACH SECTION ON SHEETS 16 dt 17. -SPRUCE PINE PR NORTH W/G=0,43(9.0.5.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE SR SOUS W/0.0.36(N.O.S.) --MIN. 1/2'COO'PLYWOOD(1986 APA) 2.ANCHORS 10 HOLLOW CEI1840 SHALL BE AS PER MOUNTING 199E U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER 955 2015 SPECIFICATIONS. 4.ANCHORS SHALL.80 INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS O1'EHE ANCHOR'S MANUfACTURER. �,�t��i,6iiiiv.44.tli A. je,� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 44(11 per`............,<. //),1,... 62017 RLTECU,INC. (412017 EASTERN METAL SUPPLY. INC. 44 \,kCENF.', BERTHA HVIM ..- _-, .- a 9,A '' Accordion Shutter System *: --i ' 3 U i L U E CINC. ■ . ■ ■ H.V.HYBLADE#1 W/OR W/O H,V.WINDOW BLADE ` O� *, TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: LC. '+* SS Association, Inc. I OLD 15-065 /07/27/17 DANE 07/27/17 A. '�,it sass N.W.36th,St..Sta.305,1SRGDRA GARDENS.FLOM1-153 33186 4266 Westf,00d$ Drive 2 .C�-.--{719 A$-�.r4a-Aa rnona:(.ws)-71-153D.r46 1 C3D5)b71-1531 4 DRAWING No 107 S . \`4_744 < m Ea-0006710 a 00067i�d.com West Palm Beach, FL 33407 3 _J'NRI E��',7114A WALTER A.TILT Jr.P.E. Ei.ORIDA.tic:¢44167 s HEL P.E. SE9�CJ3t8tfiA1t7RE/DST£: 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR co HV & ig NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS NIG WOOD WITH HV BLADE(i) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psi, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & A .1/4ro TAPCON DR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (®& ® WORKING IN UNISON TAPCON WITH ADVANCED S� THREADFORM TECHNOLOGY .;4 / i t/4•p TAPCON OR 01/ 11/r Min. PENETRATION r TAPCON WITH ADVANCED THREAT/FORM TECHNOLOGY -t- --� t ••--...- ; OF THREADED AREA TO ,}�/-�` f ' W/ } i/'1•MA,PENETRATION OF THREADED AREA TO EXISTING r tdTi.=3FARATiCN -;� ,% t I EXISTING WOOD HEADER. - I ' ; WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO o.55(SEE I -{1,OR Al.y t `1 1r , ` (SEE SCHEDULE ON SHEET 15) 1; `,. J jI (_ 1/4'G-20x3/4"5.5.MACHINE �.,,SCF7fAaf ON SLIDE? I • I • .1r oR • �I 1 N c / SCREWS W/T/4'-20 NUTS ( ION SHEET 19 FOR `.... I o ' ( 12 1®a t�ltStt111� 1 Mm. o 12"ac. Ensteic i ares C9 a�i I ,1 I � � I '`"'l �,�'f, .'L� r-E • cLhSs- flfl W 11 1,, I ^ ' N M MALLFINIs • (' t, t -1111 „11.11 ,. /NaG ,I I x..11 I I '""-�� • � \�iN z �pPnoNnL �Hn G� EXISTING`MIN. ljI ! = WN 5H { ' tMatS ifi- 1711 \- OR I 2'x4'WOOD ' 1 OR 1 • ..__ .1 � •IsTINc Mw. II i' .. HEADER REQUIRED 2x4`WOOD 3}t , tt'V'f 1/4-0 TAPCON OR TAPCON WITH ADVANCED ALL Il I 1 HEADER 7?EDUtREO II y i 1,4 , y ; _THRFADrORM TECHNOLOGY W/ 7 1 2" EXISTING i Mgy�anpADpy I ) I �,:/ t 1'1 y Iytiy 7 i Min.PENETRATION or THREADED AREA TO GIASS-i TO BASS(SEE . } MIN.SEPARATION TO GLASS c 1t \‘;‘,;.',4 ` .i EXfSTING WOOD HEADER. i"-...-11 F' ADE(SOMME ON SHEET ' EXISTING 1 (SEE SCHEDULE ON SHEET 11) i 7 {I y J (SEE SCHEDULE ON SHEET 15) ON SHEET 10 FOR GLASS-»y .._.. A : it_., ; .2'r4•CONT. SILL 1 B. (j}&TID R I t PLATE REQ'D. C)HV WALL HEADER INSTALLATION, 0 H WALL SILL INSTALLATION g HV WALL HEADER INSTALLATION T — •- kyr-- :I __ I Al I f O GLASS EXISTING ' - ,---- rlI l I (SEE SCHEDULLEOONTSHEET 11)._-_-+ I { MIN.SEPARATION TO GLASS IMIN1 1-� GLASS--e EXISTING j' (SEE SCHEDULE ON SHEET FI) I l"1 J ? e t x MIN.SEPARATION TO GLASS 1 ! 1 EXISTING GLASS . CLASS—, I I f 2'x4'CONIC-•999 tt WOOD PLATE. (SEE SCHEDULE ON SHEET 11) --'-^�yy ppI' • j p1/4"0-20x3/4" j ROOD. x .� I 7 " 1 MACHINE SCEWS I �� WOO NE.osCRE^S.S. j ! USING 7 4•-2o NUTS I„ .I. ' "' z.:rtei1i 1=r NACZU'NE SCREWS Wj j{ jj [ q 12"0 C,- •u _, wnt 1 -2ourso12' { ::,'`r`t'r FINISH 'j I j O.C. I I T r..`��_ �� CRO ..... /�, _ �OR)6 A `-' T 4R 1 I-` I: 2-xa•corvT.-/! ' ~1S ; '{ { 1 j/� , I ��� -) galtCiit 'tI '^£a EQ-I 1 Mill j WOOD PLATE j; t R£O'0. T 1 �-kQ L- I•Nin. Di T f: 11'grin. t i • • • i ' I 1 t1. i� ti y---- ) I y 11? 7/4'b TAPCON OR TAPCON WITH ADVANCED V. S. (11)0R� 1 j t i i {{ Ir. V i t -e - THREADFORM TECHNOLOGY W/1 1/2' 1 ,7 ; I !s I I 1.L2•x4 CONT. I' Min. PENETRATION OF THREADED AREA TO S L { i1 I SILL PLATE i I y yrc f/a'O TAPCON OR TAPCON WITH ADVANCED { {ti .r T7 t E%iSTMG WOOD HEADER. �{ ' 7._y + ,I , 1/$a TAPCON OR ti4TE+ yREO O 1i,- \i,‘;1} 1 L'1'1 l .;r THREADFORxi TECHNOLOGY tY/ i j2' t1 1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I.•t (SEE SCHEDULE ON SHEET t5) 1 L ! ;-:s: Min.PENETRATION OF THREADED AREA INTO PLYWOOD j 7HREADFORM TECHNOLOGY SNUTER ASSEMBLY. ` 1 {,. WALL FlN15H ' I 8‘-2 `x, (SEE SCHEDULE.ON SHEET 15) EXISTING MIN.2`z<' 1 2'MIN.CD \. STUDS 0 16.O.C.IDA%. \PLYWOOD REOD. Di/ 1/2'Mtn.PENETRATION OF 2-MOUNTING SECTIONS CAN BE ' WALL FINISH—~` THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO _.._, 1/2'MIN.CDX PLYWOOD REVD- EXISTING PLYWOOD TO 8E (SEE SCHEDULE ON SHEET 75) SUiT '7NSTAtL1TON- a HV WALLSILLINSTALLATION EAISaNG HIM. 214'STUDS 6 16.O.C.MAX.RE4'D. ATTACHED TO STUDS IN PLYWOOD TO NE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2305 OF THE ©HV WALL SILL INSTALLATION •SEC UIGARONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BADE iA ON SHEET 19 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone .,,1t111111/0"i„ 11117'\�G� A. r1E 1..1 0 2017 EASTERN METAL SUPPLY, INC. - �* � 02017 TILTECO,INC. +1111 T` 'U0EMS. �v'„ / BERTHA HVTM E F' / A S'► A Accordion Shutter System y l i L.I E C O INC.INC. ■ ■ ■ ■ M V. fAhDE 1 Wf OR Wf0 H.V.vLiwarr BaDE ti-p; cr �'� TICCIT TESTING& ENGINEERING COMPANY American Shutter Systems PEV.No DESCRIPTION PATE DRAWN BY: L.C. , 7+"' Association, Inc. 1 OLD 15-085 07/27/17 DAT; 07/27/17 1' 9=; A of . , ass too.3am,s.,we.so,wRomx GARDENS,ammo,]stye 0,A ,. ,c .'q. tit Phone:(305)571-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING Na n(0 [-4� a-maie 1nL�rooaa.com West Palm 'Beach, FL 33407 a '«��v� •RiQ I{, `vtlti, WALTERA.LB-III. Jr.719P.E. N,.... �'�c4 17-107 P.E.S.AL 5iMitlrtI/DATE FLORIDA LD.I 44167 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WiTH HV BEADE 0 ONLY WAW FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE CD& (1), WORKING iN UNI ON --,__-_— :11. __ _ t j4'6 TAPCON OR __J. .EQ-- --EO 2"MIN. ;`/ TAPCON,WITH ADVANCED 9"x8'(M'n')ExiST1NG J t ! _.. __. EDGE(IF APPLIC.BL£ fir `` -_. ->..! :•-'1 7HREADFOR TECHNOLOGY STRUCTURAL ADEQUACY ' !! -� ) _ j „!'' I I. W/1 1/2 in:PENETRATION 1/4"a-20x3/4"S.S. OF EXISTING WOOD BEATA , fJ /1 i'', / I -.i .----- ' OF THREADED AREA TO _ .. 4 ''I- 1' PHG.ILINE TRU55 HEAD TO BE RED ENGINEER BY +1 t -- .--=-- , _ _ .__.....� r .r. EXISTING WOOD HEADER. MACHINE SCREWS ,' ---.- EX' t.`1` 'ji I SCHEDULErtAm. REGISTERED OR ?:: —_—._. _ _. _...__.. 1 i ' EXISTRIG WOOD 1 ; ' • fj ti(SEE ON SHEET 15) Wf 1/4"-20 NUTS ARCHITECT PRIOR TO '"—Y0 ,I EQ T —- __ -- ` l TRUSSES OR '1 I ..l i O-.-F.q 0 12 Q.C. SHUTTER INSTALLATION. t / 1/2"_.. i;.--1/2" /f RAFTER @ 24' r,1 I1C�` l 19 I r ,J( - _.. - O.C.REQUIRED tt ! ,1t _ .., "�OR 15 tji"p TAPCON OR �� 3i i __ _.w_ � a1 t t utu,i -- TAPCON WITH ADVANCED '"`Y„ v.." /. 1 r EXISTING sorra1011< 1z t .25r THREADF•ORM TECHNOLOGY ( r I - ' "'-7f4"uax.7HK. 1 ('`r2 7 i 1i ti. `MOx. w/ I 1/2"Min.PENETRATION ' '• 14x3 -EQ EQ _„_ ' •_, 1':4"xt/B"CONT,ALUM.TUBE [ 1 1 1 I I t EO-¢-EO-I g j4. --1 1 OF THREADED AREA TO _ ! f I I t',rf Ll\I1.7_'41 N._.OPTIONAL +i•(" {I 1t. f EXISTING WOOD HEADER. �_• I J{BOB}-T6 ALLOY)Wf . I (SEE SCHEDULE ON SHEET 15) � 0 fi 0•C. I c x D' zJ Q O (3)5/16.0 LAG SCREWS TO I j h:01;,,u -I 41 or 13 or 15 ! i t Or i 3 or 15 CAg1 RAFTER OR RUSE. I ;' y�v,e ! i'• t"-j LOCATE LAG SCRUM AT iJ .y>. " 1 n 1111 MIDWIOTH OF EXISTING WOOD EXISTING MIN 2"x4" 1 N 111,,, ll'1 MEMBER.(2-Min,NOMINAL II o Nth - ° EXISTING-4i HEADER REO'D 1-1 n OPEN HOLE AT EACH I I WIDTH)YJ/7."AOT. GLASS I MIN.SEPARATION TO GLASS I`1 STUD TO ACCEPT , 1- PENETRATION OF THREADED I (SEE SCHEDULE ON SHEET 11)- I 1 EXISTING I 5/16"c LAG'SCREW I AREA..VAUD FOR I I P{af{ g AT CENTER OF TUBE. k INSTALLATIONS WITH 72psf L � .» P-----V- L I MN's-1'ARAMfi -!t7 I { I MAX.ASO. DESIGN LOAD ANC( ?)HV WALL HEADER INSTALLATION (� }i((( "' EXISTING 1 IFn O ADATKE, ( N sN-S MAX.SPAN,LWs CLASS' To QAffi(SF, INSTALL/410N WOOD 5 ONLY EC*S -.1 Safi l£ i T I "! /'�♦ st3•EDUE w mem I Iil FOR MACE(1)A•41. FOR WOOD YJ/MIN. SPECIFIC I cm mica 1s FOR O OR 1;+}' I t1 Tal MI (ORD r I GRAVITY OF 0.50 AS DOUGLAS m : _ i a mW ZN _ I e,. 0♦�J I ♦ FIR OR SOUTHERN PINE ND.1, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY �� I __ 1 hO OR OR EQUAL- 2-MOUNTING SECTIONS CAN BE COMBINED I)HV CEILING INSTALLATION it .. IN.ANY WAY To SUN ANY INSTALLATION. �J C HV CEILING INSTALLATION I C 1 OR MIN. V MIN.SEPARATION TO GLASS ( I -=1 KR W t DIKW I x SEPARATION GLASS 1i," (SEE SCHEDULE ON SHEET I I) 1. F�(ISTNG, , m,�T ID Fpi T g TO GLASS ..1 ----0 EXISTING 1' i GLA55\ 0 �y� i ! - 3 ONESHEETOII) T il_iii !I/1 III{ } I WALL-, !' '1, _{ I LOCATION �•. _ t:'.7 EXISTING i ' irnNs1 3j 1 4^ OO L3/s"� I 11iDxJj4'nEx i '� t 2^ •s•MIN.WDm ~�-�^-. '7 Ma:. 6 + ] '{ -1 3/a'uw. - ��WASHER HEAD TEK ~+ DECK REWIRED ! —1OR1](•}. 2"x6`MIN.WOOD-7.....". SCREWS @ 12 a.t _ ALLO/ ) »� R .R9 t i {NO FINISH DECK REQUIRED(NO _ L.-",,, �i� FINISH ALLOWED) - .-EDGE "" '--- =-_"_. _ �� �,wo-nriLi1 tits-1' 19 £O s� O� EDGE OF DECK . DECK!F -_. IF APPLICABLEGE OF K CABLE __-- - YYI .•1 IF APPLICABLE -..._ - 0." -t___-----------_,,,--.•---___ j t ^ t.{ 1. t ja"a-20x3/4'S.S. ... . -_. APPll ; _"�: ,--- ..---- 1 I { `ft LSI',1 I.I 7 Vero TAPCON OR Min. `-PHIWPS TRUSS HEAD x r"'•"=2=MINS -----_-.-...— -- - ______ 1 TAPCON WITH ADVANCED MACHINE SCREWS 1/4`0 TAPCON OR TAPCON WEN ADVANCED tt 2x4 CCITT ',fj. THREADFORM TECHNOLOGY WI 1/4"-20 NUTS I THREAOFORM TECHNOLOGY W/ 11/2"Min. -2"MIN:----� SILL PLATE { 1/4"o TAPCON OR TAPCON WITH ADVANCED THREADFORM .-2",,,,,,- W/ PENS-RATION OF THREADED I'11 1( REQ'D. I }i I OTHREADED AREA PENETRATION @ 12^a,C' TECHNOLOGY'Wf 1 1/2"Min.PENETRATION OF THREADED- AREA TO EXISTING WOOD HEADER.(SEE 1,+' t: I; !, 1,L., .I,, i —EXISTING WOOD HEADER, AREA TO EXISTING'WOOD HEADER. (SEE SCHEDULE ON SHEET 1E4 SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET IS) ®HV WALK—OVER INSTALLATION ♦SEE MM, OF i1SE FOR �;;� ' V HV WALL SILL INSTALLATION B,p11 o, 3'I( s.9 t HV FLOOR INSTALLATION X41 b '-'''%- _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 0111. 1xv:...•r•.•••.,kGif02017 TLTECO,INC. ®'2017 EASTERN METAL SUPPLY, INC. +` N,7CENEF...t BERTHA HVTM s. PieI' I i L i E C o I N a \ A1.S■S.A. Accordion Shutter System 3 ' i tv BLADE i1 w/oR w/o iv.*vow BADE i �' Tir A American Shutter S stems ;'q i' y REV.N° DESCRIPD011' DATE DRAWN BY: L.C. t T5 N.W. ESTING . ENGINEERING COMPANY = p ').�`dY ,, Association, Inc, 1 DLA T5-ass h7127j17 GAM 07/27/17 �'*--f, Ai � Q` 1 6351 N.YiJSSR 5t.ON.YJ5,nR4'itA4 G+RDEtLS.FIDRi•A 37i6p ,(f` - OR tofs.,.'c{c ,` Phone:(3D5)87T-7530.Fox:(x05)871-1531 4268 Westroads Drive 2 DRAWING No d °-a T:uu°w0aa.ca n West Palm Beach, FL 33407 s =� OI AL E��y\�,1 °Es-DDD671s 4 • 17-107 WALTER A TWA'0067 Jr-P.E. FLORIDA Ma-)44T67 5 SHEET P-E. SEAL/SIGNATURE/DATE _ D 17 OF'20: END INSTALLATIONS0 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'%r YIN.W000 50040 0000. Yat^MRR:WOOD Yat•TOO- 51205 m.o. waoo stuns_.^w 1/4^.TAPCOm / `' T•at^utT. SAS APP!)CAOEE} rr ,1 tr{-.. fA1�Hfz•6O.G. °". l 05;00 SO,OS. r ; / 5000 PEW/RATION 000 I \ '\ i =�1 /r Y:. (+s aPPLIGet.� 1rr✓' "ii c `.r ,5/2.Pfl IAAT0W7 \, / +' rt c-- 4\!E20QNG CLAS5 1- Exh'+T1Y-.GTASS J /^ AL . ' k2'. EXISTING CUSS iras 1.T5 tCt su,400 0 ~ - _r� vO sflranao ilrnoo0',. t/ "" 5,-) KY 004250 TO CAA.S(= ':L.,4f:"Y" ^;•fa_..w'Z3,: •.•1/2'g*ccc' .`,M ' 'tJli." 'r`"T..`iC1.: :a1Tart,arra _ KTO was th•lot cox .` ,.,,fix TO fuss(2E SCADOIE 2 0e2T '„x r t; j -1.--_Ye:d.G..FkY•r'•,, `t1. TT Tai aYL Cwa t/te•a}• wally I TI RR DACE qua .•.'�?s•':,- ;:i..."c3�• sr0ewl o!sEkT 12rrAGo. :CT 6vcE ar sccT W SKID 19 FOR (606.3-re)c0m. 1 Wage L/Y 1611 UM CN 13037 TS Mi � 11 RR 9t/lE(DAD T/2 Irk{�( , T1 Fat EWE ICW0 i AC11LL LUCIA Rt\VW4., ELAO'3i(}1a© w41:J ! ON 54Yr 19 Fat (t GN SECT 19 Fal was o&n n Fu (lxAre 1tz(T' 11 FINCHt a mESCCs�9 I if ...__�,_ ea s0.. .,1/2•inti' FT tT1NER 5 'at_�. { f �.._ Qr I ! ra =_ I ,,,,j T usF 1•ax x•we r•y -, '- se JTpa,/2'sus. W:-...-"^, �iuUx/w an ATYAf W f✓ 016 0.a rlanh•SUS.-� 016 OL. _...-_ ,- (11/sDo tAcc AM.S o-T(1063411.10D.1.11*01, " t ( ra. `i (2iauti a 0 m i 1 OR fir } stE.MX/x ft- O0$0�� ' onan ear or(9) I(50ft Or 15.9E CQNNELR1D1t i + SEE DETNt%FOR I TO ECTI C3 SEF QEUII%FQft (,- .. ,0��(}$. t.®.®.®.3..A.J/ 0050000000002Mbl �;�, j��3 a6-�, T.(a 500 CR000 TTQN ^•� �. > '-U��«p'VI• 'p1 C.4'��' �.PJ 1 •J TO TACK" L'«(3(?]'•�',:`J' '• �l'YP ''4/'� " - i0 TRACKS i +.�'��j.`©: � 13.0.11-C�•0- +0.0•CI•Cs-.4•00. O't�4�s�4a?•L 040 END CONNECTION DETAIL, 9 END ONNECTION DETAIL COND CONNECTION DETAIL(7.) END CONNECTION DETAIL Vi END ' 020520 '•0000104 0220 FOR SPANS GR£AIER 1wN 50-0-I 1-CLASS 3'04•N1K Na.. .--/- -1 f 51405 4D" .-1/C3 UM*.12.0.2 5/4.2 Tw/1 1/2'AtrARsl ry 0 0.C.su.s W/f 1/2•WA w/I i/2.NLN.\OIO O.C. 4 nos-100 GLASS--.., fT31CRA pN o 13'Q.C. PEN;.'PA Y 0 12 p.4 /01 Sss(sEE To rzAss(s¢ ♦ SEE LIMITATIONS OF USE FOR uµ.a1'IP,A1ili ? -"' ffi s; • 1/Y Mw. same ai s ., -,4 • BLADE.L3 ON SHEET 19 10 111A.66 PS some CH stir of NpNp npp • 1� / 5 wasp).v'1§ 1��__-__-'. a®SniEr la FOR ID Q1 i 1/2'Mfr _ 1 ' `\ P�:�„•., -_� i11 -.ice ,r- �..._ R GR t.e - rS / Tat'.. __' - �r _ ,� 4.--__- -.__ C2J CR /OR{1�OF�S Ak tOR A0a U: // :0. -AuRC • .. MOM 5 3c "n�'�x• 07.1 (l' C9 VIEW 4M \- 00 i 00 04 2 V Cg4 .104(4} m.Q. Lnul nRrn+ Tar/AM WOOD w/u 14.11.Z".Ci14®>%g.694 L41.0..0-f..40•04 REG•D. MD* •1-.4. 1 .1'&11 . PLAN 0'O•0 4.0•04 t7-C:,•h 40•®•0••• C67-0.ft-0.4-s.0 ®-e-o-e-o-t' DETAIL X • ENO CONNECTION DETAIL Q, END CONNECTION DETAIL, I . a,�,�,/ET•/�ip��"t',. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; ^,,�''VQ.- l'!+!/,,. 920,7 TiLTECO,INC. Q 2017 EASTERN METAL SUPPLY. INC. CENS e..,vy BERTHA HVTM / I i L I E C O INC. \ Q s ,A Accordion Shutter System # ■ ■ ■ ■ H,Y. BLADE#1 W/0R W/0 H.Y.-WINDOW BLADE ` ..;33' TILLIT TESTING Sc ENGINEERING COMPANY• American Shutter Systems REV,No DESCRIPTION DATE DRAWN 0Y: LC. ir''t/7 6 1 Q. AssoctatTon, Inc. I OLD 15-085 `07/27/17 0ATC 07/27/07 6'355 NM.36*SL.Ito.300 1!0000.GARDENS,FLCR TDA 3316E .�Q4t.., 4268 Westroods.fin ve 2 q AZ �, Poon:(505)071-1530.Fox:(305)871-1531DRAWING No -- _-i�`S16, .,•RID .• �, e-moa:GNecG0ooLoom-0005719 West Palm 9eoch, FL 33407 a 7-f q7 -.j°NAL••�'1. 040TER8A.DWI Jr.P.G. A RE. SEAL/SIGNATURE/DATE FLORIDA 130.g.44l87 5 SHEET J°`��.(3)•@ I i • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (I)NV BLADE ACCORDION SH(JTTER_�SYSTD1 WQ$KINC N 7 M o T U UNISON WITH HV WINDOW B{AQF Q,/1 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110, - 110 p,e.r. - _ _ - t r - - - - - ...... ` ... _ —_ 2.MAX.SHUTTER SPAN:96' 1 3.ALLOWED MOUNTINGS:A 0.G&HON SHEETS 6,7:AS WEU.AS 3 MOUNT NGS H.O,T,U&W ON SHEETS 16& 17. s ONLY comm ATES(2�j (2�?(BOTH WI(L�4 OR 2( )ARE ALLOWED WITH 21 () ()oo n r.., r)4 DRi75'� (2Z AARA ED.IH A SIINTLE L OR OPPOSING LAYOUT.IN CASE.OF OPPOSING J C/ V LCATYOUT,qy5)14051 BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �'m(� s CEMERW E. . n'P EA END �\` 0 0 0 '/ p 0 1 \ • 0 0 �) 0 0 0 5.(A)NV WINDOW BLADE y�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS .VUJ/1 J ;♦ (3'9 HOLES)TOR(3 PER'�LADE AT SPACINGS SHOWN ON SHEET 4. •4 / (B)LAN.CLEARANCE FROM TOA OR BOTTOM EDGE OF ITV n1P10OW BLADE Q MAX.5 WINDOWS n �� _0 0 0 '( 1 / T 4 d • 0 Q 4) 0 ' OF.W1'3'p HOLE FOR 4�SHALL 8E 1Y'. ALLOWED AT FN n .`IIA.fIL ,U/L r,) WINDOW BLADE 1© (C)FIRST OR I!,$f BLADE COMING OUT FROM STARTERS AT ENDS MAY BE ITS / '(mss} ,(��} t WINDOW BLADE 1 0 0 0 0 0 U A 4) p III I�) ,+ �j ' � :0)' (o)HJ WINDOW BLADE 1�MUST BE USED ALTERNATE TO A SOLID IN BLADE( ���LL.000��I �CO �S9 ���11...000 �].(i �iG' THROUGHOUT SHUTTER'S MOTH. p M,r AL r (E)CE):f[ERNATES SHAH ALWAYS BE INSTALLED AD,NGEM TO A SOUD/N •i _ iT (5 1 ♦ 13.1) BU�DELIJAT TES S SIDE L YS B SEE ENO pr9 (F)POLYCARBONATE HV WINDOW SHALL 8E INSTALLED SO TABS FACE SENNECRDN _ '• t s 1 s } THE INTERIOR OF DIE OPENING B�NG BELWS HV WINDOW 4051 BE '�//'{�p Qo S f ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BT ASSA, DETAILS ON SHEETS J j( eFF 7 V V �' INC. FULL HEIGHT.—' �,--- a\ a;iR • 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD.FRAME �qI n g 'I BUILEINGS ON SHEET 15,AS UMITED BY SPAN MID DESIGN LOAD(SEE NOTES TIP CP �--�4 5B' 1 &2 ABOVE). 811 1.1 7.SEE CONCRETE CHOR SPACING OR CONCRETE BLOCKK WALL ON SHEDULE FOR EETS R1ID 1110 AS LINKED BY URED LI I SPAN AND DESIGN LOAD(SEE NOTES &2 ABOVE). .. 1 -_tet + 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTL1 F-1998: /��J((SEE PUN FOR REQUIREMENTS) Lr� WIND ZONE MINIMUM SEPARATION TO GLASS D H U✓ TOP&BOTTOM ©) ,1 2)oR OR�'�// __... .. IINUMITED WIDTH- --- - --- I THRU 3 1• ELEVATION. 14N.SEPARATION TO GLASS EXISTING GLASS -(SFE SO}EDISE GE SHEET 11 TIDE FM/0EQ1 4 8.25' AND ON TMS SHEET ICA BABES©&ID {� 1 /tet j �\N� / ^ ALTERNA QPPO§DIG CENTERMATES le. W/ C,5(p(TERIOR ONLY) \ �P \\ ` ` , I` I , °./. \/ / / / • / / ,J AND W/ OR ISEE NOTE 4 ABOVE) IL�I SYMM�1RICAL CENTERMATES 1 IJ>S` '/i — Iasoc(6-5'j I \ W/(4j OR (NOT __ yr/o 5(SE��NOTE 4 ABOVE) PLAN 1\�®.�, ��5 �% TYPICAL HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE LAI SHUTTER* E ,,1j1"5ta"TTI -• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; • 111, Q\'` "'•,/O/-'• 02011 RLTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. ,,,1 .'��GENSF .,9'' BERTHA HVTN :,,._ - A.S.S.A. *i•'. •',,{C ,c� 1 I1 L I E C O iNc. ` FLv.A�000Id�ORnw ohHuvttvenrr,DOswy�m i.'p1T' ,rte' • TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REVy No DESCRIPTION SATE DRAWN Bt': L.C. •53„:•,, 4r.' Association, Inc. I OLD 15-005 07/27/17 DATE: 07/27/17 3 ,{ .• FZ �';'�, 6511 N.N.5613 St.71 501 NRCNMA GARC04 I-1,1W 11160 4268 Westroads Drive z �. ��1© �11d� Phone 1 Q05)871-1930.Foe:(SDs)aT1-1531 DRAWING No (.•"N••A•1•"• re-mace lO'x�6719!com West Palm Beach, FL 33407 2 17-1 7^1 07 ••••. •n���v WALTER A DWI Jr.P.E. 4 FUORDA Lic.144167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 - ___ - 19. OF 20 4,0 _"6-, 11/2" 405"THICK - INSTALLATIONS W/ 0 HV BLADE & HV CENTERMATES 21 12.000'Max Min,ASTM A-653 GRADE 40 M'n• -VARIES Min.0-6O GALV,STEEL T` 2 Mar. INTO METAL STUD WALLS * aoJ°83- l E _DA..METAL STUDS AT 16'O.C: 4 ti 0-05). •• - -----•- c 6'O.C, 4d n :.ft'l.ItNtt ltllltJttttt tt12 o a u...;. .. -1/2 CD j 47s ,Ic a 1I4 NOMINAL E W i/ ••, — 3s GENERAL LIMITATIONS AND CONDITIONS O USE ALUMINUM SLEEVE i.----. ted., 12 --T FOR BERTHA G)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L1 3/4'A 6 1/4'A 0,035'THICK Min. pHD $i SYSTEM INSTALLATION TO METAL STUD W LLS CONT,GALV,STEEL TRACK CHANNEL 0 6"0.C. O 6-O.C.I`. 1111 N _ _3.000"___ ASTM A-653 GRADE 40 Min-G-W ' SEPARATION TO GLASS SCHEDULE Maz. GALVANIZED FASTENED TO STUDS 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(2)06.1/2'TEK SCREWS ON EXISTING FINISH 39 2 viVitiminvimm umaS INTERIOR&EXTERIOR FACE AS APPLICABLE 1 t 0 a. 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM i,I SEPARATION bac LEtuc1N I 1' MIN'.SEPARATION iF 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1986 TO GLASS EXISTING GLASS--T TO GLASS n (SEE SCHEDULE) / d3 s 43 1/4 fd-20X3" BOLT t 4. ONLY ENTERMATE 21 Wf 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c t" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. � USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS GE 4 4" -1.373"1 EXISTING FINISH 0 ., INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF I 3/;'r a I STEEL 0,035'THIGH Mln. I 250"-- 1-- 650" [coot GALv,STEEL TRACK CHANNEL, \(so \AS APPLICABLE { CENTERMATE. .1_.._ - r ASTM A_653 40 Min.0-60 �_. J 1 In GALVANIZED FASTENED TO STUDS I,! W/(2)06.1/2'TEK SCREWS ON ,` . A X71 • INTERIOR&EXTERIOR FACE o 6 o c ` 0 6 o c. r 1/4'0-20 THREADS o o� i I 1 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR (EP1/4"O ELCO CONSTRUCTION .p� 1/2' CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB—LOK HD WJ-,-I,i•.%WillllanHifulMa--I j2 f7 -1.11-77-777:, 2' 134114.1,6-6 1 1/2',0.035"THICK ' _HARIEVTI 8' 6" O.G. COMPONENTS Min.ASTM A-653 GRACE 40 -.'-2,,,I.f�i.•: Min-0-60 GA"'STEEL 1" '''••••• •••1.1........). MS WALL HEADER/SILL INSTALLATION •_ET'NT"lO FINISH AS APPLICABLE SCALE: 3/8'= T" METAL STUDS AT 16'O.C, -Min. lis i `" ( .I (TYP,TOP&BOTTOM) I i ., n.___.____._ (•#; n ---T --.--I---7 T 3/4'.z 6 1/4'.0.035`THICK Min. r e - j it.,— 'i CONT-GALV-STEEL TRACK CHANNEL, 6 d}b }15 LEXISTIMG CLASS d}a a}b }b ! -3b ASTt&A-653 GRADE 40!Jr-C-60 GALVANi2E0 FASTENED 70 STU05 1 r1 ‘ YMME'' );- - SYMMETRYCAI W/(2)06.1/2`TEK SCREWS ON • I s MIN. SEPARATION VARIES I INTERIOR&EXTERIOR FACE # CENTERMATES W� 1," x ATEA W To GASS 2' 1 ; I (5EE SCHEDULE) Max. CENTERM 4 I ,.EXTERIOR ACCESS SIDE I- INTERIOR ACCESS SID { Li IQ X41 _I _ __ � _ 1 1 # IN 6,,(6'Min,) Eill 16114, e�slnw �• --'- - I.-. \- / _J'l'_ '�i` -J MMMJJJ -- ' �"� � �1E °' � / \ 4)' 21 a-� i2 j) A H o/ 12 I - I \\✓ HV 1 F � \,-, I I ��, ��� HEADER/SILL .MDS [ VIEW Y L(�� `:Njt''� I -3(6"Min.) 1� , ( 7' 24 6 T/2'MAX. ** .V. I SIDE CONNECTION TO TRACK �J 3 1/4'(7yp.) 6 1/2-(TYP-)._-'_" I .7_... ! (Cont.) HVA HVB BLADE SLACK DETAIL HVF HVC ���' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zoned IIIA„' LU'2017 EASTERN METAL SUPPLY, INC. 1771.' --Trl���L. 02017 iILTECO,INC. z• 1`\C C��b`�4• ` BERTHA HVTM V EN$ i 1 L I E C O INC. ` ASS► Accordion Shutter System i A ■. ■ ■ Hy.max#1 W/OR W/O H.V. WINDOW BLADE y¢; /0/*) TICCIT TESTING & ENGINEERING COMPANY Amer#CGn Shutter Sys emS REV.Na DESCRIPTION DATE DRAWN BY: IC. • • " 6355 1601,3616,St.Sta.IDS,LARGMU.CAVi0;16.H.DRO1 33161 ASSOCIdtIQnz Inc. t OLD 15-085 07/27/17 OATS: 07f27/17 -"S STATE OP , phone:(355)571-1530.Fax:(305)671-1531 4268 Westroads Drive 2 ' , DRAWING No y ' a-mc::l000671ci-cnm West Palm Beach, FL 33407 3 '.mit,"''F�() IQ .%r'•1`4 y„ E@-OpD67t9 17-107 ' ., .. V�",6 WALTER A.TUFT Jr.P.E. u,p ,s;1/4.,.., FLORIDA Lin.$44167 5 SHEET P.E. SE7/91021 E/DATE 6 _. - 20 OF 20 - 1 0 11111111111111 1: 1 - • 11 El„11 , 1 1 F i ' ‘ 4 ill*I. 1 i 1111 2 ,..___ , g Z- , R 1 , • r 11 IIIIIIIIII , 2 ' 0=0 1q i: III ,1 ...., V . ill II 1 ,.. inna p - - PI b 31 I , r.i......-7.1. mgm. 1,tm. il 1111111111 11 'f!'f. \tie. Iiildi ii 11111111111011111111111 ., =:041 k IS I., ' IMMIMIIIMMMI1111 1•"",?.!5- , L. ; 1 i, 1 ; i - - -- L! DI - _ „• ___ _ ,• 'ip Jr.,s ENGINEUC,P69O .CA.282- 5 D.V.T.HURRICANE ALTERNATE °.--. - OAK HOLLOW AVL VIiRO BLACH.'L 329 SHUTTERS.INC. LOCKDOWN DCTAIL c- PHONE U72/473-2571 FAX 032,492-9341ueo mu DIME I ovirAw_vac,nr.no i.ri,=62 MOM,T7,941.1 rf.:74-lIN-149 g 3