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HomeMy WebLinkAboutProduct Approval-Shutters (accordian) 4/5/2019 Florida Building Code Online (,CL314r_Oi t.('/ , r Sections from the Code Product Approval Method Method 1 Option D RECEIVED Date Submitted 09/18/2017 n •CEIVEAPR ® 2018 �' Date Validated 10/18/2017 Aba ® Date Pending FBC Approval 10/19/2017 Permitting Department ?018 Date Approved 12/12/2017 St. Lucie County Permitting De SDep e nk t, Lucre CountySummary of Products FL# _ Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17 Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF a, Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports P positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- ' HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes off 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal !ott,,, Stud walls is 79"for max.ASD pressure rating of+72,-72 and LL 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. , 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection , Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 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 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC„INC, DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back I Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C pvright 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 a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. 1 I Product Approval Accepts: �l I ••' 11..:�'t7 F.-9-1-al .142 1 https://floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1 2/3 1 I GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/OR W/O H.V.WINDOW BLADE#3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6111 EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE'ZONES. DESIGN WIND LOADS SHALL 6E DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR KO=0.85, USING ASCE 7-1D AND SHALL NOT EXCEED THE MAXIMUM (6.0.0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6. 7. 8 & 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6. 7,8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR AREA 1: HV BLADES CD & 0 ANALYSIS. HOWEVER,A WIND LOAD DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V. ACCORDION SHUTTER.SYSTEM WITH H.V. BLADE #3 W/ OR W/O H.V.WINDOW BLADE#3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 - 1)H.V. BLADE#3#0403.01-08 WITH ADDENDUMS#3& #3A.DATED 4/30/14,AS PER PROTOCOLS TAS 201, 202& 203 AND ASTM 5-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE TYPSYICAL AL SHUTEREASS. 22-36 SHEET 3 LEVEL 0, WIND ZONES I,2,3&4),0825.01-10 (WITH ADDENDUM#2, DATED 4/30/14), 1220.01-10, 1209.01-10 &0422-02-14.AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE, HIffTER ASSEMBLY. SHEET SA - 1OH.V. BLADE#3 WORKING N UNISON WITH 61 H.V.WINDOW BLADE#3 #0829.01-08 WITH ADDENDUM #2, DATED 4/30/14,AS PER PROTOCOLS TAS-201, TAS 202&TAS-203 AND ASTM E-330,ASTM E-1896AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1, 2, 3 & 4). AREA 2: HV BLADE O AND J-IV WINDOW BLADE I - tOH.V. BLADE#3 AND 1! H.V.WINDOW BLADE #3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHERE APPLICABLE). INDICATED ON SHEET B. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS©.0,135 OR ALTERNATE®, SHALL BE AS INDICATED ON SHEETS 3 & 4,USED AT BLADE'S KNUCKLE.ACCORDION PINS 32 ,USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIESSTAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187,9 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET B INSTALLATION DETAILS 1-6 -CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083-T6 ALLOY AND TEMPER. WITH Fy= 27.1 Rsi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 DISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET 10A BUILDING CODE WITH 50 ksl YIELD STRENGTH AND 90 ksl TENSILE STRENGTH. INST. DETAILS W/HV CENTERMATES®&© SHEET I1 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR 4151 304 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. INST. DETAILS W/HV 1'LOCK CENTERMATES Or C SHEET 12 6. SEE SHEETS 8&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HD CENTERMATES®,®& SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W -WOOD SHEET 14 #5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-10W -WOOD SHEET 15 B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD'S SHEET 16 (IA) CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA '3: HV WINDOW BLADE ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT. OR OTHERS, MUST TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL%WiwA ELEVATION SHEET 18 10. 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 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. I1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/OR 111/0 H.V.WINDOW BLADE #3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION MERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND COES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)DOES NOT DEOR•TO BE EVIATE FROMR711EONSIBLE FOR THE CONDITIONS DETAILED ONOTHIS DOCUMENT. CONSTRUCTION INCLUDING SAFETY AT SITE IS THE CONTRACTOR'S OF THIS RESPONDUCT, SIBILITY.ED ON THIS P.E.D.. PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO (c) 17115 P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (C) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EOR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. 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. --' -(s)-ORIGINAL`P.E.D.'SHALL-BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OFT'1E 6�SSKitMI•ENGINEER OF RECORD THAT PREPARED IT. Iel.�' �T��L!_"= .973" i-1.917 la .1 00" I .i.os- - ),e,. 0_( o '.., 1.T20' ,,,... T.-I aoa T- -1 4.371' .083" .0 1 1 71.882'. . .060" , , .083 I G I ,--i.812"- .125-0 o 34' 6.,F,,,,,,,,,,,,,,,, o.45• i__7_,L.,. 1 . -1-.0m'7 - .125"GI 04 0 ...E IA 0.348' E Il 1 !,,, ' I I .!:An' 'Ili= .00., b o e .-.1.. 61-.) .1 8 ,o60" .Pr 3 '4 4 2.000"mcm. 6 t j__ . rq 9 1 I per : . • .072' q ''' • a .. .0.469A 77. 0.168 ro "T 70' .7.53,- lk, .,_ : , - g 0.334- ci 0.594' s.,.$7.1 .670. C) HV BLADE 43 '.1. 1.184' 1.684"- i. .670' oq.''? J .,:.: 1.18•• 1.768' .670- 1 4. '.4; li-d_. 02-___, 0-,!.,31- .67._ I 5.000'WM 1 HV WINDOW BLADE#3• 3.sur 5.5W 2.207" 1.685" 3.5W C),C)ALUMINUM ANGLES 0 HV HEADER 0 HV B.O.TRACK 3,1193' • SEE LIMITATIONS OF USE 0 HV HEADER/SILL 8 HV 1"B.O.HEADER/SILL QUALIFIED FOR USE W/ HV „,..,NFOR BLADE U ON SHEET 18 QUALIFIED FOR USE_W/ NV QUALIFIED FOR USE %V/ HV BLADE 0 QUAUFIED FOR USE W/ FIV QUALIFIED FOR USE W/ HV V122) BLADES 0,Q) BLADES®,19 BLADES0(6,, BLADE® 3.556' ) ' 1- ' 3.226 2,...1.670" A 2.226 • ,. :g YT 11.cg 11,,. i 4 62 1 108. r1•550.1 bal r,.49 I TI rY 0.12:2- WC 0062 9 .... q I / se,, 9 411 " 3' 10.090. 3.352' 1.522' 1 1--2,092' -Imo" -11-- , .072" .072 4.87e 4.4W 3.226' ("---)HV ADJ.FLOOR TRACK 0 HV ADJ.ADAPTER W/LIP 0 NV WALK-OVER TRACK 0 HV DIRECT MOUNT C)HV 901180°STARTER QUAUFIED FOR USE W/ HV 0®CORNER POSTS SIDE ANGLES OUALIFIED FOR USE W/ HV QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADES C)0 QUALIFIED FOR USE W/ HV BLADES 0,1,13 QUALIFIED FOR USE W/ HIS BLADES 0 0 BLADES®0 BLADE® 0.75-41.95-40.125-INK • QUALIFIED FOR USE V HV BLADES®,@ ,54 0.1!„.4 OEOPRENE SPACER DEMUR BLADES 0,03 ' 4.60' 0.75'41,05 r0,500 CENTERUA1125/5.S.PLATE 4.576' -745- 2.293" TM 304 WA SS. " -T.... AI:, 1/4--zowe 1/4,20 2.293" .745' I RAT RAW ''O' ''''''''. (2)2)l/48820 Y.: FORT N'"-1 HO:15%T Etwa 1/4"-2o o*? `1 (2 TIP.) MED PANTED THREADED ..E CAST 00.3160 1.940' iwu .318" =I HOUSING 10L4AIEL WEE:PHHTETI mi .318" w.i VI 1 05. 1.940 GRESS TOR: .'7"s.• Z\ * , :.:, ..: . KHOO. 40) • T.. i .062" r. , 043 I 1 I 1..1210 u igN -- mi Q ' 1.325' '' . 0,615 4 '1454. 10, / 3°,I I. ,, (1)5/18 0-16 801.0 FOR(1)/16V-1641 5/8' .318' SI U ..-.)./(:. 1 BRASS COURSER (03) -NM.SS,00968600THULIB SCREW W/ACM HEAD ' 6 MS((THROVE m i BRASS DILI:DER 13 HV CENTERMATE e HV FLOATING CENTERMATE 5 S.S.SALT WATER LOCK 49r HMI I 419' PLATED) (CHROM(PLATED) QUALIFIED FOR US__W/ HV QUALIFIED FOR USE W/ HV t.'..v QUALIFIED FOR USE W/ FIV MI BLADES®.01 BLADES 0,03 BLADE C) .8761 _ '1.‘‘ .321" C)H.V.LOCK 0 H.V.EGRESS LOCK 2.874' 1.753.-- R't.T.0--1 1.756. ,re, _ r.. QUALIFIED FOR USE Ill/ FIV QUALIFIED FOR USE W/ HV BLADES 0,0:3 BLADES 0 0 ‘1.S14,; 11. -- (QAT. •R .? •P .1\ ...i. 0:,/ i. 2i ,..?. mot] COMPONENTS 14 :g .gr':' .. .7i . --.---- 1, 66. 60C63O-TM6 ALLOY Of' . -...\1,L-- .3* 1:73• _Id. .g 4.566 _:-.....__im., .2 Pim: SCALE 3/8"--I" ' 4 - C) HV MALE"r LOCK cA, HV FEMALE"r LOCK I 2.750' I 1 2.750.- 7 J 0 HV. "LOCK CENTERMATE - 1/4.121 CENTERMATE _ PLAN FRONT ELEVATION QUALIFIED FOR U E W/ HV . _ _ . _ ,__ - --------- - QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV ;),"4C.CLIP FOR"T"LOCK CENTERMATE BLADE W BLADE® BLADE® III-iXr, . ///.--39,UALIFIED FOR USE W/ NV BLADE W FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 02017 TILTECO,NC. 0 2017 EASTERN P.IETAL SUPPLY.INC. . • , BERTHA H1/TM / a IILIEC 0 INC. \ A.S.S.A. Accordion Shutter System ., RV. BADE 6E3 W/oR W/O N.V.Wrozw BLADE hEs 1 Ct• TILUT TESTING & ENGINEERING COMPANY American Shutter Systems RV.No DESCRIPTION DATE DRAWN BY:L.C. '• 0''' A" ,:' \1-...•oRIDN.so NNM 5755 .9. 56.Slo..355.VIRainh CAROMS.(LORCA.37666 Association, Inc. I OLD 13-000 17/21/D DATE:87/20/87 _ 7. sT Phone:(705)871-1570.Fox:(305)871-1571 426a Westroads Drive 2 nkci\ DRAWING .1 ' . .1°111AL EV' 0" c-r113 ItiggT.'"' West Palm Beach, FL 33407 3 . No "-•.......•••" WALTER A TAUT Jr.P.E. 4 1 7-1 08 FLORIDA LW.ii 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 18 '• ,255 -1 T• 1'pi 2 1,917" 1.917 7 F;1, QQ t 12"MIN - 6'MIN q m_7� . -R.$ I ��II`II THUAIBTURN -1_1FAM•mm D6]' ]8]'.g '� ,� CYLINDER KEY MINDER • ! /,'��/1 e u 1 .114''� 12.. o • ` 1 e.06]'�O6] :214 m r - a I'�^" i 5-05" 5• I .--------7.7-1----".2.----,..i =7b' III I :+I �lU. a�.m �~ ,i I .I Ob75'Min. / �_..._ I illm r m'c� to 'o I ,125"Wog.'• 375'•509' m:1 0 11% a . 26 12"LOCKING ROD P 0 6"LOCKING ROD ,Z. 22 HD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S m • ' - b = o QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV WI LOCKING ROD W/NO LOCKING ROD INSERT .904• -.------A91 :51 i . BLADE Qt BLADE 1® QUALIFIED FOR USE W/ HV QUALIFIED BFOR REUSE W/ NV QUALIFIED BFOR ORE(SE W/ HV I , THuIABnTaNrTHUMCYLINBERL X26 ,123 INSTALLATION WILL REQUIRE AQ° I :11141I DR KEY 1/16•'HOLE DRILLED AT TRACKS FOR PROPER - 1.5 "Min. CYLINDER EMBEDMENT '!1 1.78'Max. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV /�]/16b fl/2' 1'1� 0.711'9-• / \5.9.RhETS 3/16'.7/9'0 __ BLADE 01 / ///ØL_J1 1 J�—IIYLaNNE1. 1 / 'I L" ■• c la ��® ELEVATION A 1/4"0 L-7750 .320.0 RR, 27 HV 1S.S.THUMBSCREWS SERIES ®H 318"0-16 THUMBSCREWSACETAL 26 HV NYLON BUSH NG NG RECESSED 29 H NYLON BUSHINGV sHoRT RECESSED 30 HV NYLON WA HER HAT 31 HVAWHEEL13 cARR003 SERIES QUALIFIED QUALIFIED FOR USE w/ HV QUALIFIED FOR USE W/ HV BLADE® BLADE Qt .355'0 .365'0. .400'0 .36.5"0 .500-0 � i rrl7r , m e S a70�• I .153'0 El .153'• O1 R0/'v o 4 a/ COMPONENTS 55'0. •1' § al a= ^_ (CONTINUED) z N.T.S 4 I • pipi ma °8 MI t:INIII Og2 HV DIRECT 33 HV PIN(t BLADE 34 HV PIN a 31 3)HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN (07.(70),085,(i R),(22).C). (07 BLADE& (0.0')8" #10-1x2 3/4" VY/ #8 HD, #10-18"x2 3/4" W/ #8 HD, #14-1481 3/4" W/ #8 HD, W/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4" W/ #8 HD, #10-18"x3" W/ #8 HD, W/ HVHD MARKING DACROSHIELD.COATING DACROSHIELD COATING W/ HV HD MARKING W/ IN/ "4" HD MARKING WI (SEE DETAIL X, SHEETS 13 & DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD-COATING - f.00/88iiii, 0 '(ER A. Ti,�"',, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,.0,,,r"7 .� '1 ©.2017 EASTERN METAL SUPPLY;INC. �1 ' �CENSF• .1 02017 TILTECO,INC. 1. BERTHA HV M — / /►/� ` Accordion Shutter System '' (t * I1 L IE C O INc. A.S.S.A■1-0 H.V. BLADE W/DR W/O N.V. NINDOW BLADE 9 5 'r 8,42 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:LC, D R ,.s TILLIT TESTING & ENGINEERING COMPANY 'C ....../ %� 6355 t1.W.]BN.SL.S7v.]09.NROtM C/ADFt:S,rLORDA']3166 Association, Inc. 1 DID 15-030 77/29/1' GATE:07/28/17 AIDp.•''�(, d 4268 Westroads Drive ,2 Rhone:1305)871-I530.rax:pos)en-Is31 DRAWING No OVAL tib' •''I c , -0005D 9.um West Palm Beach, FL 33407 s - 17-108 r,r„„''' WALTER A.MUT Jr.P.E. 4 FLORIDA Us.5 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE . 6 3 OF 18 I I_ ml NN ilii NN ul NN ilii HH 1 ©OR G) i i 0 `® ' 100 3Ol IA i\-® 100 F® EXTERIOR EXTERIOR EXTERIOR I EXTERIOR 00 d o.® 1 00 @0 lug HN Hy NN NH I }EN ASSEMBLY ATR. ASSEMBLY IN BETWEEN 51 . ASSEMBLY ATO.. ASSEMBLY IN BETWEEN 31 . (©GO EVERY OTHER INTERIOR KNUCKLE) (@GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 23" LONG.NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED 4 sale 1/4'a 1" SCAM.1/4.•i" *THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275' 0.D. x0.130" I.D. x 0.072"INK. RUBBER RING IS PLACED OVER THE END OF THE SCREW.THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. `11I" AA"�'(`C/' FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ir'i,�� p��............ 1�J' 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. EN$' "7+=, / BERTHA HVn" >�: / TIL IE C O INC. \ A■S■S■A. Accordion Shutter System KV.BLADE#3 W/DR W/O HV. WIDOW BLADE g3 '*; - American Shutter Systems RLv.No DESCRIPTION DATE ORAYRI BY:LC. %.:3„,,,\. (J �.:" TIL .8 TESTING & ENGINEERING COMPANY - (.''. AZ .. 111 0755 NAY,36th.SL,Sla 305.%MOM OMENS,ROMA 3316[ Association, Inc. 1 OLD 15-aBfi )700/1' DATE:07/28/17 I q'' -! Phone:005)871-1530.,rax I(305)871-1531 4268 Westroods Drive 2 - DRAWING No ".�-"3T/O•."....��^\�L1117 a-m eal a oV Lce,s West Palm Beach. FL 33407 3 - 17-108 NAL.E r,,r WALTER A.TICCIT Jr.P.E. P.E. SEAL�SIGNATURE/DATE FLORIDA M.8.44167 5 SHEET 6 3A OF 18 • 'B. O O ®w0 O O 0, 0 co or 11 !� r2 a a w 4. z• 5 .2.5 NOTES ON HV. HV "Tr' AND HD LOCKS AND CENTERMATES: ( _ I ��I1. VALID ONLY FOR INSTALLATIONS W/ HV C17 BLADE 9 <;)' 1 !�: `1 Q"� 13 ®• ° APPLICATION W/ HV LOCKS AND C NTERMATES: ",r 1.MANDATORY CONDITION/11 ONE HV LOCK $3 or @or 17 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY 0• -1C3'aa 14 ov@,*19 onl j2. ,2&Ca '�' SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156°,AND FOR INSTALLATIONS AT ANY i 2 1II II II 3'0''@" © `®• OUTSIDE LOCKELEVATION ,ATTAEPT FOR CHED TO INSTALLATIONS INTO METAL STUDS. HV LOCK Qor 16 or'@ MAY BE USED AS AN INSIDE OR v Cd 44 CENTERMATES W/(2) 1/4"-20 o 1/2'LONG FLAT HEAD S.S, M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION:USE OF LOCKING RODS t8 W/C AND( IS COMPLETELY OPTIONAL �,, / C6m 10 ��,, � �� 1$ .! 4'• Q'o�v'"'(g°A 2.MANDATORY CONDITION/2 FOR INSTALLATIONS INTO METAL STUDS: ONE HV LOCK 0',or co or V.%SHALL BE SHLTTER SPAN C6w© USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 1B G"'- — I`(D' �Oj TO 156., AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS^IMO METAL STUD. NV LOCK 5 or ON SHEET 5) ©or V MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO l)or(I CENTERMATES WI (2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE 4). 13' OF LOCKING RODS®W/¢J7 OR TOP AND BOTTOM IS COMPLETELY MANDATORY. fp @0 1/2 OF SHUTTER SPAN O `�` FOR INSTALLATIONS 14/ "' 3•MANDATORY CONDITION /3 FOR KEYSTONF MOUNTING INSTALLATIONS: ONE HV LOCK 15 or 16 or 17 SHALL BE -' -——' —-'-` (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTALLED 12'ABOVE TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR ! 1 OR BELOW MIDSPAN OF OUTSIDE LOCK,ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) T/420 o 1/2" LONG FIAT HEAD 5.5. ! SHUTTER. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 260 W/27 I-�� OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. II 4. OPTIONAL(ONDITIQN fIE IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV SEE END - - 1 iia- LOCKS 17 OR IS`MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ICS CONNECTION OR 14 SI-IALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ON ©� v� ©A v� O� 0� � A � � ),. � I LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 13& 16IT . FULL �. •2OO"Oa SR 6 7 SRO i * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: OOR®oR O+©oR ti 1.SECOND ALTERNATE TO MANDATORY CONDITION!t VALID ONLY FORTHV•T"LOGK1'J, AND CENTERMATES I,AND 0 t 0.0 TR A OF CENTERMATES ONE ALTERNATE HV'T' LOCK l�1 MAY BE INSTAL I P1 IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ® ANY ELEVATION.ALTERNATE LOCK IJ)MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 1i1 UNLIMITED SLOTH I INCLUDES USING"J" CUP td, , AS SHOWN ON SECTION 15, SHEET 12. WHICH MUST BE CONNECTED TO CENTERMATES 03 AND I(W/ 1/4"0-200'S.S.M.S. INTO A 1/4°0 x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS or(S6 TOP AND BOTTOM IS MANDATORY. TYPICAL I H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. 1.THIRD AIJEBtlATE TO MANDATORY CONDITION a LY/L10 FORAM LOCK CS TY/(2)-HD CENTERMATES 12R OR 13 Q3 SEE LIMITATIONS OF USE FOR N + Ml/ BLADE 6 O ON SHEET 18. ONE ALTERNATE HD,LOCK 2`S MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE 11D LOCK 12&MAY SE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK 2-51 TO(5 IS W/(3)R8 o 3/8'F.N.S.5.N.5.,AND INCLUDES REINFORCEMENT INSERT L23AS SHOWN ON SECTION 16,SHEET 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS-or re IS COMPLETELY OPTIONAL. _ _ ._ - ///i,u,s o 11+!!'FF A.Pi; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I, %.\..P"'.........."'�//'�L ©2017 EASTERN METAL SUPPLY,INC. dN �� SNCEIUS' v� 02017 11UECO,INC. F'' BERTHA HVL" "'ay IILIE C© 11iC. ` A■S■S■A■ H� Accordion Shutter System #3 /OR W/0 FEV.%BMW BLADE//3 dy i J American Shutter Systems MA.No DTSCRIPTIOH TATE 00,4111 BY:LC. ' 15:, �:! TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD is-Tet n/36/r DATE:077/28/1 O • Az QRip cG7 .� 6155 11.0.351h.SL,Ste.305.NR01M GRIDS,PUNA..3316C 4268 Westroads Drive 2 • �'•' Q+ \�`5 Phone:0051071-1530,Far:(305)871=1571 DRAWING No A a—mel:l3leooDaol.ram West Rolm Beach, FL 33407 s --"--...„„,,,•••••;9/ONAL 0 .''" EB-0005710 17-108 YIALTER k T53.11 Jr.P.E. 1 FLORIDA Lk.R 44157 5 - SHEET P.E. SEALIGNATURE/DATE 5 4 OF 18 ' NOTES; MAXIMUM SHUTTER SPAN "L+" OR rrL—"* (ft.) MAXIMUM SHUTTER' SPAN "L+" OR "L—"* (ft,) (1)LL++:MGAXIMUM ALLOWABLE SPAM FORA GIVENPOSOVE AS.O.DESIGN PRESSURE FOR INSTALLATIONS W/ 1p HV BLADE. A FOR INSTALLATIONS W/ HV BLADE. A L-:MAXIMUM ALLOWABLE SPAN FOR A GVEN NEGATIVE AS,D.DESIGN PRESSURE MA G. (I)PROCEDURE TO DETERMINE AEAXIMUM SPAN FOR WAU.MOUNTINGS(TOP/BOTTOM)OR FLOOR/CfluNO: POURED CONCRETE,CONCRETE BLOCK t FOR METAL STUD IN INSTALLATIONS ■ MAXIMUM AND WOOD,INSTALLATIONS 8 MAXIMUM GIVEN A POSITIVE ALSO.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN 1+• A.S.D. GRAN A NECATNE ASD.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN 1.-- FLOOR FLOOR/CEILING PRESSURE /CEILING PRESSURE WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS RATNG WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDULES. RATING (p 9 IMNOZI:E4 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN (PSQ YANOIONe1 (ART.) L+ VANOZUSIS BETWEEN L+'AND 1.-'. (+or-) L+(FE) L(FT)' L+(FT) L(FT) WNO ONts E Locw L(FT) L-(Fr) (FN L-(FT) r.z;T roaroaE {LGE NxuTe CENTERMNTB I (3)PROCEDURE 70 DETERMINE MAXIMUM SPUR FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS 10/FLOOR/CEDING MOM/RHOS: 35 12'-7" 13'-0" ' 12'-7" 13'-0" 1" 411/16" 512" 64 7-D' 7'-IT - - 1" 37/16" 51/8" 40. 11'-10" 12'-3" 11'-1D" 12'-3" 1" 411/16" 5 12" FIVE A N PGSRTVE A.S.D.DESIGN PRESSURE RATING: 45 11'-9" 11'-11" 11'-9" 11'-11" 1" 411/16" 512" LIE.MIMX.SPAN FOR WALL NOUrmNa INsnuAnoss. 50 11'-5" 11'-6" 11'-5" 11'-6" 72 6'-7" 6'-7" - - L1+o MAX.SPAN FOR FLOOR/CEILING 1/0510110 INSTALLATIONS. 1" 411116" 512" 1" 3 7/16" 51/8" 55 11'-4" 11'-4" 11'-4" - 11'-4" 1" 411/16" 512" FOR A WEN NEGATIVE A.S.D.DESIGN PRESSURE RATING: DETERMINE 6D 10'-6" 10'-6" 10'-6" 10'-6" 1" '' 411118" '512" Lr-' MAX.SPAN FOR WALL.MOUNTING INSTAUATIONS. 65 8-B" 8'-8" 8'--8" 8-6'.' 1" 35/6" 51/8" ■SEE SECTION TO ON SHEET IDA L3--MAY.SPAN FOR FLOOR/CBUNG MOUNTING INSTALLATIONS. 70 8'-3" 8'-3" 8'-3" 8'-3" 1" 3 518" 5 1/8" FINAL MAXIMUM ALLOWABLE-SPAN IS EQUAL TO THE MULMUII BETWEEN tl+•,Lo+•, 75 7-9" 7.-9" T-9" 7'-9' 1" 3 5/8" 5118" . 11-•AND 12-• 80 7-3" 7'-3" 7'-3" 7'-3" 1" 3 5/8" 5 18" (4)GO TO 1110108 SCHEDULE ON SHEETS 6&7 FOR CONCRETE AND BLOCK.SHEET B 85 8,-10" B-10" 8-10" 6'-10" 1" 3 518" 51/8". FOR WOOD MO TO SECTION ON SHEET III FOR KEYSTONE MOUNTINGS AND SHEET 10A FOR METAL STUDS TDM FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN 90 5'-7" 6.-7" 5'-7" 5'-7" T' 35/8" 5 1/8" LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 95 5'-6" 5'-6" 5'-6" 5'-6" 1" 3 5/8" 5 1/8" (5)MINIMUM SEPARATION TO GLASS SHALL BE THE GREATEST MEASURED FROM EITHER 100 5'-5" 5'-5" 5-5" 5'-5" 1" 35/8" 518" REAR OF KNUCKLES OR REM OF LOCKS/CENIERWQES(AS APPUCABLE)10 GLASS. 105 s'-3" 5'-3" 5-3" 5'-3" " 1" 35/8" 51/8" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR 110 5-2" 5-2" 5'-z" 5'-2" 1" 3518" 6114" INSTALLATIONS W/®l & 1v SHV BLADES. A 6 JNSTALLATION LEGEND APPLICABLE FOR(.0 HY AND ®NV BLADES UBSTRATES CONCRETE & t EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR "L-"AND POURED CONCRETE,CONCRETE BLOCK MASONRY METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS\ AS.D, CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS:' PRESSURE FLOOR/CEILING 1W, 3W, 4W RATING WALL MOUNTING MOU NTiNG. MIN,SEPARATION TO GLASS WALL 1, 2, 3, 1 O 7W. 9W & 10W 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED.TO (Vs9 4, 5 & 9 +64,-72 p.s.f. AND 7'-6" SPAN. SEE SECTION 9 ON (+m_) L. + vmlOzoxEs "",DSONEA SHEET 10.. L(FT) L-(FT) I_(FT) C(FT) r,ZAo IM IaCW ___ 2W, 3W, 6W CUETERNATE FLOOR/CEILING 6, 7 & 8 & BW 55 9'-6" 9'-6" 9'-6" 9'-6" 1" 1438" 41/4" 62 8'-11" 8'-11" 8'-11" I 8'-11" 1" 14318" 4 1/4" - EXCEPT THAT MAXIMUM' SHUTTER SPAN "L+" OR "L-" ♦SEE LIMITATIONS OF USE FOR AND MAXIMUM A.S.O. DESIGN PRESSURE RATING FOR BLADE_0ON SHEET 18. INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO PLYWOOD LIMITED TO *62 p.s.f. AND - 8'-11" SPAN, SEE SECTION SW ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±82 p.s.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 130 r.,#v..y ''e1 '/ctik A.T/l -.• L 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. ,/ �� /T. A■�■�■�■ BERTHA H�TIA. . / IILIEcoNC. \ AccordionShutterSystem , Tg� H.V. BLADE#T3 W/OR W/0 FIV. NINDOW BLADE I3 �• '- American Shutter Systems ICV.No DESCRIPTION DATE DRAY/II BY;L.C. o .*' TILUT TESTING & ENGINEERING COMPANY ' assn 11,0.TIAL.SL,Ste.]OS,NUGVIA OAROENS,FIGWOA 30115 Association, Inc. t• Qin Ts-Dee n/ST/r DATE:m/SR/17 �' STAT°-OF ..• PHaUe:(355)571-1535,Fox:(305)871-1531 4268 1Yeslfaads Drive 1 DRAWING No J' I-maa:IIIIeaooaal.eom West Palm Beach, FL 33407 3 17_1 Q8 ©,gin ��ORIDP:•'w,11T EB-0006719 l ..i.n ��Z 1I WALTER A.TILER Jr.P.E. 4 - P,E:V7 P&IMANOODATE FLORIDA Ga.q 4e167 s SHEET U 5 OF 18 • ANCHORS SPCC "1606145 .SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Tums OR MAXIMUM ANCHOR a SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER 1.ANCHORS TO WALL SHALT.BE AS FOLLOWS: Tums 9/ADDNCFD TIAN:FM 110013 GI SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (N TO E(STIETE --- NG POURED CONCRAu POINTS SOLIDI? -1/4 0 TAPCON OR TAPCON W/ADVANCED THRZS000RM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDFJL(I.B'.Fe=3 LW). MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS BLUE TAP WITH CAP 1/4.0.■3/4-ALL MITTS SOUD-SCT ANCHCES AS DISTRIBUTED Br ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Kn.I'c®3 kl). TAPPER+ (SEE MOUNTINGS 1, 2, 3, 4 &5 014 SHEET 9) - 1/4"o BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Kn.t'e.-2 Val). - 1/4'0 TAPPER+ANCHORS AS MANUFACTURE]BY POWDIS FASTENERS,INC.(MA,.to..3 Hsi).AND DISTRIBUTED BY ALL POINTS S07EW,BOLT&SPECIALTY COMPANY OR POURED CONCRETE ANY 01901 APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER S1SIEMS ASSOCIATION.INC. 0&U WALL MOUNTINGS (3)&U WALL MOUNTING (5)WALL SILL MOUNTING Nom SPAN W/OO .®. ® W/©+OO W/()'+'© A1)MIDMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON W/ADVANCED 1H500150W)IECHYGLOGA AND TAPPER+ANCHORS IS 1 3/4",AND 1 I/2 FOR ASO.DES44=TIME L010(0:0) ASD.=CI=UK LOAD 060 Aso DESCH IECAN4E LOAD(Pal) ELLIE TAP 10TH CAP ANCHORS. JO 40 50 60 70 90 90 100 110 JO 40 50 CO 70 80 90 TOO 110 JO 40 50 60 70 80 90 100 110 A2)MINIMUM ELIBEDME T OF 1/4'0•3/4'ALL POINTS SCUD-SET ANCHORS SHALL EE 7/B"INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 PERMITTED.7/4'0-20 SS.MACHINE SCREW USED SHALL BE I I/2'LONG MItOMUM SHOULD STUCCO EXIST.AND I'MINIMUM FOR 00115 WITH NO STUCCO. OR LESS g 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON 111E 01151NG WALL OR FLOOR,ANCHORS SHALL BE LONG 9 9 9 9 9 9 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 EIGl1GH TO REACH 7IIE 6WN SIRUCNRE BERAND SAD 11011 nWSHES.ANCHORAGE 514ULL BE AS.INDICATED CII NOTES A1)&A2)ABOVL.FGR INSTALIADDNS ON VINYL SEOIND WITH OR WITHOUT METAL STUDS OR ETS VOR4 WOOD 01LID5 CONSULT THIS ENGINEER.FOR INSEEL ATIONS INTO EFS YlITT1 METAL STUDS SEE SHEAT TO. 9 9 9 9 9 9 9 9 9 9 9 9 9 '9 9 9 9 9 9 9 9 9 9 9 9 9 9 _ (B) TO EXISTING:SRI C-90 CONCRETE BLOCK WALL: 9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -I/4'6 TAPCON OR TAPCON W/ADVANCED 50100010119.TEOLVDLCLY 001095,AS IAANFACNRED BY LLVI.BUHDIX. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -I/4"0 a 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPA70'. 1/4'0 BINE TAP CONCRETE ANOIORS WTM BY A5 LWISTOCTIIRED 6Y FLORIDA FASTENERS DIRECT,INC. 9 9 9 9 9 9 9 7.5 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTMBUTED BY PLL PORINS SCRE'4 BLIT&SPECIALTY COMPANY on ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIADO.N,INC. 9 9 9 9 9 B 5.5 4.5 3S 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 9 9 NOTES: 9 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON ANCHOR IS 1 1/4'ANSI'FOR TAPCON W/ADVANCED THREADFORIA TECHNOLOGY ANCHOR.AND 11/4'FOR 9 9 9 9 9 85 6.5 5 - 9 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 9 - TAPPER+AND BLUE TAP MTH CAP ANCHORS. 6,-0 9 9 9 9 65 45 4 3 - 9 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 9 - 82)IANIHUM EMBEDMENT OF I/4'0 a 3/4"ALL PORES SOLID-SET ANCHORS STALL BE ENTIRELY DASEDDED INTO THE CONCRETE BLOCK.NO EADEOMENT INTO STUCCO 9 9 9 9 9 75 5:5 4.5 - 9 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 9 _ SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MI:0MUM SHOULD STUCCO DIST.AND 1'MINIMUM FOR WALLS WITH 1N0 STUCCO. 9 9 9 9 8 6 4.5 - - 9 9' 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - 9.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON TRE E)OSTRNG WALL OR FLOOR,ANCHORS SHAT BE LANG 7-0 ENOUGH TO REACH 1HE MAIN STRUCTURE BENND SAID WALL FINISHES.ANCHORAGE SHALL RE AS INDICATED ON NOTES R1)&B.2)ABOVE FOR INSTALLATIONS ON MAL 9 9 9 6.5 4.5 3.5 35 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - SUNG WITH OR YATHOUT METAL STUDS OR 015 WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EIF5 WITH METAL STUDS SEE SHEET 10. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - (C) ANCHORS SHAL..BE INSTALLED FOLLOYAND'ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 9 9 9 8.5 6 4.S - - - 9 9 9 9 _9 9 - - - 9 9 9 9 9 9 - - - 8'-0' - (0) SEE SCHEDULE 610W FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9 9 8 4.5 3.5 - - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - al c V T • , 9 9 9 7.5 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - MAKLMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES a INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING BY MULBPLYWO 9 9 9 6.5 4.5 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN TINIUUM SPACING INDICATED 9'-0' - - - FOR EACH ANCHOR TYPE. 9 9 5.5 3.5 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - FACTOR 9 s 8.5 5.5 a - - - - 9 s s s 9 - - - - s s 9 s s - - - TAPCON WITH ADVANCED AU.POINTS SOUD SET BLUE TAP WffH CAP TAPPER + ACTUAL TAPCON 9 9 7.5 5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - EDGE THREIDFORM TECHNOLOGY MIN.SPACING 10-0' DICTANCE MIN.SPACING A. 3' MIN.SPACING = 3' MIN. SPACING A. 3 1/2" MIN.SPACING A.3' 3 3/4" 4" 9 8 4.5 3 9 9 9 9 9 - - - 9 9 9 9 9 9 9 7 4.5 9 9 9 9 9 - - - 9 9 9 9 9 - - - - ED. POURED CONCRETE& ION.E coNcRE2E ATE 6.0..BLI POURED CONCRETE& POURED CONCRETE& pigp OpN'(X2EE CO?A3ETE 100E 9 9 6 4.5 3.5 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - CONCRETE ED.aB 3'CK •ED A3 1/2'TAIL 6.0..2 1/2' CONCRETE BLOCK CONCRETE BLOCK MAIL ED.-31 MN.ED. 2.1 2' TATA E0.•3 1/2' MN ED.• 3' / T I'-0' 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 9 6 3.5 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2 1/2' - 0.81 1.0 - - 0.67 1.0 9 9 5.5 4 - - - - 9 9 9 9 '9 - - - - 9 9 9 9 9 - - - - 2' - 0.71 - - - 0.51 9 65 5 3.5 9 9 9 9 9 9 9 9 1 3/4' - - 0.91 - 0.43 12'-0' - - 9 4.5 3 - - - - - - 9 9 9 9 9 9 9 9 1 1/2' 0.35 - - - 0.35 - 9 7.5 4.5 ------9 9 9 9 ---9 9 9 9 9 7 9 9 9 9 (I) HV BLADE #3 OR Cl) HV BLADE #3 W/ ♦ SEE 1.8.41TATIONS OF 13'-0' USE FOR BLADE 1A 8.5 ' 9 9 ' ' 1 A HV WINDOW BLADE WORKING IN UNISON* - - ON SHEETTB.__ ___ 9 6 9 9 9 9 • �0,4/0rA""moo, • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1111E 4,�,�1�A, r1�4-'- 01 �- 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. ,H�7`4-,.. '\,tCElvs./T ' BERTHA HVTM . • A A Accordion Shutter System 6 . 11 A4 . IL ECO INC, II JI ,L� ' H.V. BADE#3 W/OR W/O N.V.WINDOW BADE#3 s !"X/) T American Shutter Systems REV.No DESCRIPTION DATE • DRAWN BY:LC. . M�OI• ST . *, TICCIT TESTING & ENGINEERING COMPANY - Y ' STATE OF1 6355 NO.3Hh.SL.Sta.305.VIRGIN GARDENS,nORCA 33166 Association, Inc, 1 OLD 15-066 )7/28/t' .DATE 07/28/17 it 0,.--.,'Z ...4',' Phone:(305)871-1530.To.:(305)871-1531 4268 Westroods Drive 2• DRAWING No _¢s •.oRio......�k.IE0 o-Ina QOOcoOcoIecm West Palm Beach, FL 33407 3 1 i �s/p�AL'���' WALTER A.TNT P.E. 4 7�1 08 P.E. SEAL-/SIGNAT(JIt/DATE FLORIDA Uc. 44167 s - SHEET - 6 6 OF .18 At4C"°.s°'c"N31Fi$"D (1)HV BLADE #3 OR(1)HV BLADE #3 W/ 1 A HV WINDOW BLADE WORKING IN UNISON• •SEE LIMITATIONS OF OR SEE ANCHOR USE FOR BLADE lA _ WWI N/40�� I IVRECRIILI mom= SPECIFICATIONS ON SHEET 18. ALL vSOLID-SETCAP 'MAXIMUM ANCHOR * SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A ON SHEET 6 TAPPER+ CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1 THRU 8,SEE SHEETS 9 & 10) CONCRETE BLOCK POURED CONCRETE vAwuuu U&U WALL MOUNTINGS (i)&U2 WALL MOUNTINGS (3)&(�WALL MOUNTING ()WALL SILL MOUNTING ®FLOOR MOUNTING Cl)CEILING MOUNTING U FLOOR MOUNTING 5WA1,(8) W/©aR® w/® W/©+OO W/OB +Os Yr/n w/va _ VI/C)+0 A.S.D.00051 enzaw LOAD(pe) A.S.D.DELA!JEOARI0 Law(GO) ASL.000110 mow.LOAD(p6) 05.0.001011 ISGA0NE LOAD(p0) _ A5.0.000001 NE0A1NE Law(pa) 0S0.OZECN NEON:law(p,0) ASD.009GN RLCUAE LOAD 4L0 30 40 50 60 70 90 90 110 30 40 50 60 70 80 90 110 30 40 50 60 70 80 90 110 30 40 50 60 70 80 90 110 30 0 D 60 70 80 90 IID 30 40 50 60 70 80 90 110 30 0 50 60 70 80 90 110 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3'-0" 9 9 9 9 9 9 9 9 9 9 9 9 9 OR LESS 9 9 9 9 9 .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 '9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 5 - 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 _9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3 9 9 9 9 9 9 6.5 3 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.5 7 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9.5 9 9 9 9 9 8.5 7.5 3 9 9 9 9 6 3.5 - - 9 9 9 9 9 8.5 7.5 6 9 9 9 9 9 8.5 7.5 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7.5 _ 9 9 9 9 9 9 9 9 9 9 9 9 8.5 9 9 9 9 9 8 S5 - 9 9 9 9 7 4 3 - 9 9 9 9 9 9 9 7.5 9 9 9 9 9 9 9 7.5 9 9 9 9 9 9 9 9 9 9 9 9 8.5 7 9 9 9 8.5 7.5 6.5 5.5 9 9 9 9 9 9 9 .4 9 9 9 9 8 4.5 - - 9 9 9 9 9 9 9 6 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 8.5 9 9 9 9 9 8.5 7 9 9 '9 9 8 6 3 - 9 9 9 5 3 - - - 9 9 9 9 8 7 6.5 - 9 9 9 9 8 7 6.5 - 9 9 9 9 9 9 9 9 9 9 9 9 - 9 9 �9 9 8.5 7.5 - 6'-0" 9 9 9 9 9 9 9 9 9 9 8.5 - 9 9 9 8 6 4 4 - 9 9 9 6.5 3.5 - - - 9 9 9 9 9 8.5 7.5 - 9 9 9 9 9 8.5 7.5 - 9 9 9 9 9 - 9 9 9 9 9 8 7 - 9 9 8.5 7 6 5.5 - 9 9 9 9 9 8 4 - 9 9 9 7 4.5 - - - 9 9 9 9 9 9 8 - 9 9 9 9 9 9 8 - 9 9 9 9 9 - 9 9 9 9 9 9 9.5 - 9 9 9 9 8 7 - 9 9 9 9 5.5 3 - - 9 9 6 3 - - - - 9 9 9 8 7 6 5.5 - 9 9 9 8 _7 6.5 5.5 - 9 9 9 9 9 - 9- 9- 9 9 9 9 8 9 9 9 8.5 7.5 6.5 - 7-0 9 9 9 9 9 9 9 9 9 8.5 7.5 - 9 9 9 6 4.5 15 3 - 9 9 7 3.5 - - - - 9 9 9 9 8.5 7.5 6.5 - 9 9 9 9 8.5 7.5 6.5 - 9 9 9 9 9 - 9 9 9 9 6 7 6 - 9 8.5 7 6 5.5 4.5 - 9 9. 9 9 7 - - - 9 9 7.5 4 - - - - 9 9 9 9 9 8 7 - 9 9 9 9 9 8 7 - 9 9 9 9 9 - 9 9 9 9 9 8 7.5 - 9 9 9 7.5 6.5 6 - 9 9 8.5 6 3 - - - 9 9 3.5 9 9 8.5 7 6 5.5 - - 9 9 8.5 7 "6 5.5 - - 9 - 9 9 9 - - 9 9 9 �9 9 -8 - - 9 9 8.5 7.5 6.5 - - 8'-0" 9 9 9 9 _ 9 _ 9 9 8 7.5 - - 9 9 8 4' 3.5 -. - - 9 6.5 4 9 9 9 8.5 7.5 6.6 - - 9 9 9 8.5 7.5 6.5 - - 9 9 9 9 - - 9 9 9 - 8 7 6 - • 9 7.5 6 5.5 4.5 - - 9 9 9 8 - - .- - 9 9 4.5 9 9 9 9 8 7 - - 9 9 9 9 8 7 - - 9 9 9 9 - - 9 9 9 9 8 7 �9 9 8 6.5 6 - - 9 9 7.5 3 - - - - 9 5 9 9 7.5 6.5 5.5 - - -� 9 9 7.5 8.5 5.5 - - - 9_ -9 9 - - - -9 9 9 9 8 - _• 9 9 7.5 6.5 - - - 9'-0 9 _ 9 9 9 9 8.5 7.5 - - - 9 9 5 3.5 - - - - 9 4 3 9 9 9 7.5 6.5 - - - 9 9 9 7.5 6.5 - - - 9 9 9 - - - 9 9 - 9 7 6 - - - 9 8.5 6.5 5.5 4.5 - - - 9 9 9 4 - - - - 9 7 9 9 9 8 7 - - - 9 9 9 8 7 - - - 9 9 9 - - _ 9 9 9 8.5 7.5 - - _ 9. 9 8.5 7 6 - - - 9 8.5 4.5 9 3.5 9 8.5 7 5.5 5 - - - 9 8.5 7 5.5 5 - - - 9 9 9 - - - 9 9 9 8.5 7 - - - 9 - 10'-0" _ 9 9 9 _ 9 9 9 8 8.5 - - - 9 8 4.5 3 - - - 9 3• 9 9 8 7 6 - - - 9 9 8 7 6 - - 9 _ 9 9 - - - 9 9 8.5 6.5 55 - - 9 7.5 6 5 4 - - - 9 9 6 - - - - - 9 4.5 9 9 9 7.5 6.5 - - - 9 9 9 7.5 6.5 - - - 9 _ 9_9 - - - 9 9 9 7.5 6.5 - - - 9 9 7.5 6.5 5.5 - - - 9 8 3 8 9 8 6 5 4 - - - 9 8 6 5 4.5 - - - 9 9 9 - - - 9 9 9 7,5 6.5 - - 9 9 7.5 6.5 5.5 - - - i l'-O" 9 9 9 9 9 8.5 7 6 - - - 9 5 J 9 9 997.595 - - 9 9 7.5 6 5.5 - - 9 9 9 - - - 9 9 7 6 5 - - - 9 7 5.5 4.5 4 - - - 7 9 4 7 9 9 9 6.5 5 - - - 9 9 8 8.5 5.5 - - - 9 9 9 - - - 9 9 8.5 7 6 - - - 9 8.5 7 5.5 5 - - - 9 6 5 9. 7 5.5 4.5 - - - - 9 7 5.5 4.5_ -_ - - 9 9 - - - - 9 9 8.5 7 - - - - 9 8.5 7 5.5 - - - - - 9 4.5 3 6.5 9 8.5 7 5.5 - - - - 9 8.5 7 5.5 - - - - 9 9 - - _ 9 9 6.5 5.5 - - - - 8.5 _ 9 8 9 6 5 4 - 9 9 9 6 - - - - 9 9 7.5 6 - - - - 9 9 - - 9 9 7.5 6.5 - - - - 9 9 6.5 9�6.5 - - - - - - 9 9 9 9 8 _ 9 9 9 _ - 8. 4 4.5 9 8 9 8 - - - - - 9 9 B --- - - - 9 5 • 5 9 8.5 9 8.5 9 9 9 - 9 7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) f 1)( 02017 TILTEC0,INC. ©2017 EASTERN METAL SUPPLY,INC. ° 0. O P���'...........�i)..% BERTHA HIP ,�° ��-�=�:; A S Accordion Shutter System IL ECOeac. \ ' „; J I i ■ ■ ■ ■ H.V. BLADE#3 w/OR W/o H.V. WIDOW BLADE#3 Rr- ' / •"� } American Shutter Systems REV.No DESCRIPTION DATE DRAWN[Pr:L.C. o TILUT TESTING & ENGINEERING COMPANY 1 • S1' , *I 6355 PIN.360,.51.510.305.VOCIIAA CARDEN5.FLORIDA 3316G Association, Inc. 1 OLD 15-095 77/28/i' DATE 07/29/17 A'. J/ITC tf $ Phone:(305)671-1530.Far:(305)871-1531 4268 Westroads Drive 2 O^„�••, ,e� °a° a- , Inamoaal.aaa West Palm Beach, FL 33407 3 DRAWING No '. qd ••.9RID�;:'`• °° EB-0006719 4 17_100 \��Lf1 SALTER A.TIUJT Jr.P.E. 1 v s l `` FLORIDA Lie.g 44167 5 SHEET P.E."- E /�I (�4EL}�DATE 6 7 OF 18 , MAXIMUtLA1JCHOR+ S A ING on.) SCHEDULE_FOR A GIVEN MAX, SHUTTER SPAN, A S.D. D_ESJGN NEEGA LYE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14& 15). U BTf�ATI- SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH lit MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD ILWILUM SP CEILING MOUNT 3WWALL MOUNTINGS CEILING MOUNT 3W WALL.MOUNTINGS CEIUNG MOUNT 3W WALL WALL MOUNTINGS FLOOR MOUNTINGSFLOOR MOUNTINGSFLOOR MOUNTINGS MOUNTING 1W, 4W, 7W, 9W & 10W 6W & 8W 1W, 4W, 7W, 9W & tOW 6W &8W 1w, 4W, 7W, 9W & 10W 6W & BW 5W 14.SD-DES1CS ICOADVE LOAD(Ad) ASO.0LQ:A1 459,49E LDAO(p,4) ASD.5051111 WALK LOW(p14 ADD.OE5,011219T115 LOAD(PD)' A55 CEDED NEDWD55 LOAD(p4) ' A.S.O.01901121911,4 LOAD(psi) ASA DCA IELEDE OA(p4 30 40 50 60 70 BO 90 100 110130 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100110.30 40 50 60 70 80 90 100 110 30 40 50 60 70 50_90 100 110 30 40_50 60 70 80 90,100,110 30 40 50 62 3'-0'OR LESS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6.5 6+9 9 9 9+ 9 9 9 9 9 9 9 9 9 8 7 6 5.5 5 9-9- 9 9 ' 9 -9 9 9 '9 `9 9 9 7.5 6.5 5.5 5 4.5 4 9 9 9 1 9 4'-0• 9 9 9 9 9 9 9 9 6 9 9 9'8 7 6 5.5 5 4.5 9 9 9 9 9 9 9 9 9 9 9 0.5'7 6 5 4.5 4 3.5 9 9 9 9 9 9 ',9 5S 4 9 9.5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 5'-0' 99 99997.564.599 .86.55.5544_3.599 99989 _6899.56.55.54.543.53399 999. 5,5432.5975.54.5.43.5_ 32.52.599 99' 6'-0' 9 9 9 9 9 8 5 4 3.5 9 9 _6.55.5.4.5 4 3.5 3 3 9 9 9 9 6.5 4.5' 9 8 - 9 7 5.5_4.5 4 3.5 3 25 - 9 9 9 8 _4.5 3 2.5 - - 7.5 5.5 4.535 3 6 2.5 2 - 9 9 9 4.5 7'-0• 9 9 9 9 6 4.5 - - - 9 7 5.5-4.5 4 3.5 - - - 9 9 9 9 4.5 3.5 -_- - 8 6 4.5_ 4 3.5 3_-_ - - 9 9_ 9 4.5 3-2.5_- - - 6.5 5_ 4 3 2.5 2.5 - - - 9. 9 6.5 2.5 8'-0' 9 9 9 6S 4.5 4.5 - - - '8 6 5 4 2.5 3 - - 9 9 8- 8 35 2.5 - - - 7 5 4 3.5 3 2 - - - 9 9 5.5 3 2.5 - - - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5 2 9'- • 9 9 6 4 3.5 - - - - 6.5 5 4_ 3 2. - - -.- 9 8 5.5 3+ g 5 2.5 -_-_ - - 5.5.4 3-2.5 2.5 - -_- - 9 5.5 3 2.5 4.5 5.5-2.5 2 2 --- - - 94_5 2 - 10'-0• 9 9 6 4 - - - - 6.5 5 4 39 0 4 25 - - -� - - 5.5 4 3_2.5 _ 9 5.5 3 4,5 35_2.5 2 -_ _-.- - - 11'-0' 9 9 4.53 64.53.52.5 9 6 3.5 _ 9-9 9 4._ 9 4 2.5 - - - - - -_4 3 2 _ _ _- -, - 12'-0' 9 9 3.5 5.5 4 3 9 4 2.5 - - - - - - 4.5 3.5 2.5 - - - _ - - 8 3 - - - - - - ,- 4 2.5_ _ 13'-O• ,.9 5.5 3.5 - 5 3.5 3 8.5_4 2.5 - - - 3.5 2.5_ - - +Ap_ 0, •,CHO:S Ls ,.., S. ,O.L U: ,.. 5., I.ANCHORS TO WALL,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'8 TAPCON OR TAPCON 49/AOvAHCED THREADFORN.TECHNOLOGY ANCHORS.AS MANUFACTURED 8T I.T.W.BUILOEX W/MINIMUM PENETRATION OF THREADED AREA AS H V BLADE #3 Q R () H V BLADE #3 W/ INDICATED AT EACH SECTION ON SHEETS 14 h 15. EXCEPTION:SEE!EOM 2 BELOW. 2.ANCHORS TO HOLLOW CEDING SHALL BE AS PER MOUNTING TAPE HASHEET 14 AND ® HV WINDOW BLADE #3 WORKING IN UNISON SLIN L CONSIST OF TAG SEWS AS PER NDS 2015 SPECIFICATIONS.S.S. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na.2 W/0.0.55(N.D.S) - -DOUGLAS FIR W/0-0.50(6.9.5.) •SEE UMJIATIONS OF USE FOR -SPRUCE PINE FIR NORTH(Y/6.0.43.(N.D.S.) BLADE QA ON SHEET 18. -SPRUCE PINE FIR SOUTH W/6=0.36(N.0.9.) -MIN. 1/2'CDX PLYWOOD(1986 APA) 4.ANCHORS SHALL DE•INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND ___ - -- - -- - ----- SPECIFICATIONS_PER ADS 2015 . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F(n�""+.,.„ ®2017 EASTERN METAL SUPPLY,` INC.T III �l'.A 711 1,T ~_ 02017 1R1E[O,INC. BERTHA H r \EFF N. L L E! .�'aEN- IIL�EC O ■�. \ A■�■�■A■ ccordion Shutter System :4 , 1 -. / H.V.HBLADE 0 W/DR W/D H.M.YNNDOW 6tADE#3 • • •'Ii! / * TILUT TESTING & ENGINEERING COMPANY American Shutter Systems am.No OESCWP110N DATE DRAWLS BY:LC. '., y 6355 ILII-36u.R.,Ste.JD5.1145 WOOLS,FLORIN 33106 Association, Inc. 1 OLD 15-056 17/2E/I• DATE:07/29/17 6F 4268 Westrocds Drive S S Phone:(3195)971-1530.Fd.:(305)871-1531 -- DRAWING No p.;',+13� a-m E: 00067POLca1, West Palm Beach, FL 33407 a - 1 7_1 08 -.. A ..FLOR`p.:��5 xA TER A�LLRi Jr.P.E. 4 FLORIDA U�R 44167 5 SHEET P.E;-S � A)cT RE%DATE 6' _ 8 OF 18 POURED CONCRETE_ CONCRETE ANCHORS POURED CONCRETE OR CONCRETE.BLOCK�, r • (SEE SCHEDULE ON SHEETS 6& 7) OR CONCRETE BLOCK YIALL REQUIRED �i EXISTING -" WALL REQUIRED • 14 q 2033/4'S.S.BOLTS W/ GLASS CONCRETE ANCHORS /^- (SEE SCHEDULE ON SHEETS 6&7) '. 'NUT&WASHER 0 9.O.C. MW.SEPARATOR TO .. ( GLASS PEE SENE011. Imo O --- . -,.:-- I/2' L-IMI. ON SAM 5) I 2• ,r-®orOar� tr. ,� � .. II`I�QIj�I I E.D.• I. �J���� © q E.0.• '� rJ� • ••, •• © c:x1_119 E.0,4 �. `_l N d_.l_ —J 11 1••UAL ffflll ptl IH•Luc ." ..: .. On 1�•WC --b UW.SEPARATION TO O F�� NYLON COVER IAN.(E ATION i0 CN55 GLASS"'(SEE SCHEDULE0 [_ 2 1/1'_J. (SEE EOIEONES ml SNTXT 5) 0 ON SWEET 5) O OR 3• 0 .. EXISTING '' •. ©ILOEX/TEl(FSCREW m 91 II I0.0. EXISTING GLASS GLASS POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK. (SEE SCHEDULE ON SHEETS 6 & 7) r(ALL REQUIRED 10 WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION 05 WALL MOUNTING INSTALLATION EXISTING0 EXISTING0 ��I GLASS GLASS UN.S(PARATION To eA55 NW.SEPARATION 10 '_0 .(SEPARATION SQ (EEE'�LFDVLFS ON SHOT 5) GLASSOx SNFETN5) } Il O 0H SHEET 5) 'I- I -O 1"--0 OR (3• I EXISTING GLA55 I I; ( 1/4•Il41f. © ill! .N•O,), ® •1 ,' 1 no r A.us; 1 E.0.• E.D.• ill •. Ap, EDGE OF /•, • I • EDGE OF 1.7-7---11:i-----2SLAB B ,. • , . SLAB IF 1/2^ ©or®or® 1/2 - M-LAN. APPLICABLE -E• EQ M'PUCABLE 1102 1/4°o-20x3/4"SS. BOLTS W/ POURED ' •' ^ 'NUT&WASHER 0 9'0.C. CONCRETE" • 6 - CONCRETE ANCHORS REQUIRED / , (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE E.D. • v D.• POURED CONCRETE OR CONCRETE BLOCK CONCRETE ANCHORS CONCRETE ANCHORS OR CONCRETE BLACK , WALL REQUIRED (SEE SCHEDULE ON SHEETS 6&7) (SEE SCHEDULE ON SHEET 7) WALL REQUIRED 02 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION ® FLOOR MOUNTING INSTALLATION *NOTE FOR COMBINATION OF SFCT)ONII: E.D. EDGE DISTANCE (SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS _ I-SEE SHEET 3 FOR TYPICAL:SHUTTER COMBINED ASSEMBLY2-MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY TO SUIT-ANY INSTALLATION. OSCALE 38=1 SEE EIM AONS OF USE FOR " „ -------- - BLADE ON SHEET 18. / rMEAAAfFi77Ai/�,re.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) purl•1..,t'R”^ 74,C�` 02017 TILTECO,INC. ID 2017 EASTERN METAL SUPPLY, INC. P / BERTHA HVTM �•ticENs �_z ASSA Y ..i� LI L IE C O INC. \ , Accordion Shutter System , - H.V. BLADE#3 W/DR W/0 H•V. WINDOW 61ADE#3 C. ' /.... ! TIWT TESTING & ENGINEERING COMPANY American ShuNer Systems MY.No OLD 15 006ION o28 DRAWN BY; 17 ▪ • �� � iASSOolotlon• Inc. 1 OLD 15-0)6 )7/28/1• DATE:07/28/17 0�• QF• 6355 hNSAon]6(305)871-1530 5)71 T53.MAGINN x(305)8 T-TsFLO4]]106 'r�rL▪ cU ,; Phone:(3os)R7 &.LII .F4+ :(7as)971-IS3T 4 W Beach, ds Drive 2 - DRAWING No -cpn•.••RIpP 0- o-motIN�6019.corn West Palm Beach, FL 33407 3 1 7_,�08 ..- AL E14 ,0 II' WALTER A.MUST Jr.P.E. 4 P.E-. te/SIFn1IFOURE/DATE FLORIDA u�.N x4167 6 -_ SHEETHOF 18 CONCRETE ANCHORS ' POURED CONCRETE r—(SEE SCHEDULE ON SHEET 7) REQUIRED CONCRETE ANCHORS(EXCEPT • EDGE OF _ ALL•P01NT5 SOLID SET)®6' �• SLAB IF.BL O.C. (SEE NOTE t ON SHEET 5 E.D.' APPLICABLE + '• .„ , POURED CONCRETE OR • FOR LIMITATIONS) • EO ;EQ • CONCRETE BLOCK 1/4.0-2043/4'SS • ' REQUIRED •-' EQ EQ. CHINE SCREWS USING 1 I © •• i�1/2" I --, 1/4"-20 NUTS Q'12 O.C. .... .. :. , .. .. 1' IN 1/4'AV X. I I �1 3.OD" EXISTING u tlll MIN. E.D.,• • tif ASS © I /" CLAS0 0 £GRN11.1!)-- J '' MAX. :AN.SEPWI1UN )i I IOuNol { TS TLSS • SEWheal. OtSELT 5) OOR g. 10 CUSS i I © CEILING MOUNTING INSTALLATION EXISTING (Ste sariSSj I i I'. GLASS— I H II 1/4'0 11W BUILDEX TP.CON W/ADVANCED THREADFORM I 1. Tim0 . 1 . HA.SIPARATIOM TECHNOLOGY OR 1/4'0 POWERS FASTENERS 1APPER4 TO.MASS ANCHORS W/1 3/4"MIN,EAIBEDMENT 6 6.O.C.FOR I I • SEX SMELT 6) 1O oA ®♦ UP TO 6'-o•SPAN ANO 4'O.C.FOR SPANS LARGER ni--© I THAN 6'-0"UP TO 7-6'MAX.APPLY SEALANT AT EVERY FASTENER HEAD(TIP.)(SEE NOTE TON SHEET 5 1%2' EXISTING 1/4"MAX. FOR MOATIONS) v ' 1 i n rf {{{„��� p0 CONT.SEALANT ..,.. atOx3/4"HEX WASHER HEAD • 15/8"TEKSCREVTS 4D 9"O:C. ALTERNATE LOCATIO •N ii �� �1/4"0-20x3/4'SS MS ANCHOR LOCATION j' EIIIERIOR CONCRETE ANCHORS USING 1/4"0-20 NUTS ® ' © ——'R _.fi (SEE SCHIDULE AXI SHEET 7) + ® 12•D.C, I ,T `.'X' ENISTIHC NON STRUCTURAL EDGE OF '' S ' t .. 12.00"MIN.. .500 WALL TRIIA(DECORATNE SLAB-IF i ',T/2" '1 ,, EDGE OF r APPLICABLE E• " • ,• SLAB IF 1.000 E.U: SILL) . A• APPLICABLE • MIN. • POURED CONCRETE CONCRET REQUIRED REQUIRED E D.•. E.D.• • L_ ® FLOOR MOUNTING INSTALLATION 0 0 NOTE:THIS INSTALLATION SHALL BE REMOVABLE * ® KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TO ATI E.O.=EDGE DISTANCE MAGNUM AS.D.DESIGN PRESSURE: -P64,-72 psf OPERABLE OOT OR ENTRANCE (SEE NOTES Al SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6' • SEE LIMITATIONS OF USE FOR t i ar: .AN AI• . ...: BLADE`A ON SHEET 18. . ._ ____ I-SEE SHEET 3 PIR rrPICAL SHUTTER ASSEMBLY INSTALLATION DETAILS (CONTINUED) - - _. _. - _ -----__----- • ' '2 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . IjI ATAl7, A ,o�'"�� 02017 TTLTEGO,INC. m 2017 EASTERN METAL SUPPLY.INC. A,,44 CrA.pEN...��✓.'- BERTHA H1/TTA - — IILIEC o ���, \ AI SUSI A■ ccordion Shutter System �` i. H.V.HvMADE w/OR w/o H v wTrmow BLADE'le_ 4 - l'J .• American Shutter Systems REV.No DESCRIPTm1T DATE DRAWN BY:LC:. • <. .,A� • TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-096 )7/25/1; DATE:07/75/17 •a i : .4 ' 6755 H.W.361A.5L,Sta..305:MRGINIA CAMEOS ROWS 7316E p TA1Fp( ; Phone:(305)071-1530.Fax: (305)571-1531 4268 Westroods Drive 2 DRAWING No t 0 1,.. A. tA• / 1 o-,naD:Raleaaooal.eom West Palm Beach, FL 33407 3 ,419 (�.�1A E3-0006719 4 1 7-1 08 ' G ,11 WALTER A.Tata Jr.P.E. P. -E: AJiGVKRe/OATS FLORIDA Ile.)J 44167 5 SHEET 6 10 OF 18 •Min, REED.MN 6"x I 1/2". , VARIES 0.035'MOT Min ASTM M METAL DOUBLE 2"Max.Mw. • 1..03'GRADE 40 Min,G-6D Q _( ^I 10R 14 0R 4A CALV.STEEL METAL STUDS w�•• .�/ I �,J `f - AT 16"OC. ,;fir--,ri,,unnr uunrmR ! EXISTING GLASS 6" _ _ - ® � � II REO'.LaN. 1 3/4•.6 1/4.' i pp J�� _ _ 0.075'THICK LIIM1 CONT.GALV. I 0 6"O.C. 0 6 O.C. 11F-lip —MI 1 P"A1. VM16','`''°—�'-'•'1�` �1 STEEL TRACK CHNETEL,ASTM A-653; .: �,_�•='G GRADE 40 Min.G-60 GALVANIZED EXISTING FINISH FASTENED TO SIDS V!/(2) I AS' .1111.111.1.11.0 #6.1/2.011 CREWS ON INTERIOR 1 O EXISTING FINISH) Br EXTERIOR FACE i 1 AS APPLICABLE I M04 ONEDI 61011 TO GLASS gagI r EXISTING GLASS (SEE SQIEDVIE ON SHEET 5) ) L I -. 1 OSEE DETAIL X FOR 1 MI REO',LIN,,1 3/4"s 6 1/4'x SIDE CONNECTION 0,035"THICK Min.CONT..GALV. i EXISTING FINISH TO TRACKS ON STEEL TRACK.G-603•ASTM A-653. AS APPLICABLE SHEET 13(TYP.) C-). GRADE 40 Min. VA (2) ® ® V FASTENED Mi SIDS GA(2) A '�• )/6.1/2"Tat SCREWS ON urtER;DR ,119 1p O oR®OR®-- &EXTERIOR FACE 1 c r o.6, @ r O.c, CGCG• I�. -■[*, -- .� _ ,R�AGRED DOUBLE ,l7E �W�1r TI I_1/2•- © O 1/4.0 TEK SCREV/ /ME.N-IRED DOUBLE r HfAH/MHUAUp/Me. OR 4 OR 4A ® 6'O.C.TO REQUIRED MN.6'x t-t/2'x w�• i ,2I` „,,, 1” DOUBLE STUD 0.035"THICK Min,ASTM EXISTING GLASS I -ETDSTNO CL0 A-653 GRADE 40 Min.G-60 I ® 6" O.C, I MIN -� _ i I GALV.STEEL META SIDS _ I 11V SSJ AT 16'O.C. 1 I EO 0 Min. 1.0 B.O.WALL MOUNTING INSTALLATION vNOEs Mn -Wjj V ES --_ — 1/16'x3"MAX. ;SO• 2.000' 3.210' (6063-T6) CON�,I 'o• , vz r� ALUM. CLOSER G-.083" N 4umuuur nu,lu,unu= ` PLATE. (LOCATE AT EITHER SIDE OF 37 1/4"o NOMINAL 37b 1/4"0-20X3"BOLT FI` — ALUMINUM SLEEVE #10x1/2"s.Ms� �) #10.1/2`s.Ms. � 6 16•O.C, 0 16"D.C. I I, l 1.373' ,250" r .DSD"o 10 — 1/4.0-20 THREADS I ® 114"0 ELCO CONSTRUCTION Q OR®OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE-3/e"=1 --- --- --— SCALE 3/8"=1" FLORIDA BUILDING CODE (Non HighVelocityHurricane Zone) 11"131�,3uAAu..n. 9 71 A. T! I 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY.INC. �011.As ��cEius.�4/ o BERTHA Hit' / IIL IE C O 1INC. \ A.SNS■A■ Accordion Shutter System ~ 4 RV, BWCE#3 W/CR W/O RV.WOW BLADE#3 il ' i d-/., ? * : American Shutter Systems RV.No D6CRIPNON ' DATE DRAWN BC LC. - TILLIT TESTING &'ENGINEERING COMPANY a,. - ••• STATE OF • i 6355 I1.n.UK SI,SA,30S,WHAM CARDERS,MORAL 33166 Association, Inc. 1 OLD 15-006 37/30/1- .DATE 07/20/17 '�"' • . V\� Phona:(705)871-1530.FO.:(305)871-1531 4268 Westroads Drive 2 DRAWING No 6/O..' ZORID?' '\4r ,1` .-nma Gn.moo"I..Am West Palm Beach, FL 33407 s p E� �1 WALTER A.PLOT Jr.P.E. 5 SHEET SIAL AIA JI / FLORIDA Lle.®'44167 P.E.�SfAL Ua DATE , 6 10A OF 18 I • SEE END WALL CONNECTION 1 / i ,./ . INSTALLATION WITH DETAILS ON SHEETS 10A. 13'& 16 9(,=( :J;) * SEE NOTES ON HV LOCK BAND © OR (1A. HV BLADE W/ ALTERNATE LOCKS(13 OR , ON SHEET 4. HV CENTERMATES 0 & g OUT IN /—EXISTING CLASS SCALE 3/8"=1" • SEE LILIW1ITIONS OF USE FOR EllADE 0...AON SHEET 18. SEE END WALL CONNECTION r DETAILS ON SHEETS 4.9, )40061A 10A. 13 & 16 "-- --- - 1 -----1 1 —(30R0oR0i0oRC)— i i ORO OR 0+0 OR0+0 MIN.SEPARATION 7" 6 1/2" MRI.SEPARATION TO GLASS 1 I = .MON (SEE.SCHEa DULES MIN.SEPARAT101 1 = 0 'i). ORO OR E,/(31-14:9 W/INSIDE LOCK TO IV/OUTSIDE LOCK TO CLASS(SEE SCHEDULE A:AS(SEE SCHEDULE ON SHEET 5) ON SHEET 5) IN ON SHEET 5). 6DOR 1 TO GLASS (SEE SCHEDULE (INTERIOR) ON SHEET 5)J 1 I ..I 1 1 1 Ail-H —1 ..\ 1 —1 SEE END WALL CONNECTION — f \ . .-.E.,,' k/'--(00R0 • /9 AL, , L DETAILS ON SHEETS 10. 13 & 16 . 0 oRe. 0 OR 0 . - OR© ORo \ 4 Fir 1 . EXTERIOR) OUT OUT .--IN @ (EXTERIOR) (6 1_ OR EXTERIOR) V t ) SECTION AT END 0 SECTION AT OPPOSING ' DIRECT MOUNT) SECTION AT SYMMETRICAL (DIRECT MOUNT)0 CENTERMATES W/ LOCK g OR g SEE END WALL,0-LA CENTERMATES W/ LOCK 0 OR Ot CONNECTIOH rono1/13)10'-• ' (6065-48 ALLOY) LOU.AANS , 10 ORO OR 040 OR( - DETAILS ON SHEETS W/(2)1/41:TAPCON ANCHOR• 1 -.4 L 1 --- 10A. 13 & 16 TO CONCRETE(TOP/DOTT0141== ---------{ 1 t S.M.S. a12}n.". OR C)OR 0+0 OR0+0 LOCK SCMIN.SEPARATION MIN.SEPARATION 1 AT EACH ANGLE( 'I MIN.SEPARATION 14N.SEPARMION TO GLASS TO GLASS AID\ TO GLASS IV/HEDULES INSIDE TO GLASS Yl/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES 1 111011k, // 1.....:',. IN oR0oR(31-6D (SEE LOCK(SEE SCLEOULES 0 Vi/0 ONLY FOR SECTION 10 Oil SHEET 5) ON SHEET 5) \L„, l'.P -1 I 017 SHEET 5) ON 9-LUT 5) i I I (GOMM) I . P., 9.1L!=- ._s____ _ __ *: _._. ._._o--'\ __ \..4.!...-7" —lD — — -—.• (•:i•i=-t\\\•—`\--- u 1/ „ 13 P ©ORW4l:-1atmn110i6a m-•—•—A•/'- .,,D--itPOR , iI ..:-... . \—(19 ,—_,_ 0 SECTION AT SYMMETRICAL 0...) SECTION AT OPPOSING CENTERMATES.1) CENTERMATES W/ LOCK - (It SECTION AT CORNER POST OUT CENTERMATES W/ LOCK 3. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .,,,,...4`4/.....,,,...„....- 611 2017 EASTERN A1ETAL SUPPLY, INC, .0104v.iN A.77Zz ....... 02017 TILTECO,INC. slti,„%eV::............. BERTHA NV' :— - • I / IILIEC 0 iNc. \ A.S.S.A. Accordion Shutter System . •.,? i ',,v,, ; 1 1 H.V. BLADE#3 W/OR W/OHV. IA/MOW BLADE#3 '7, American Shutter Systems ' REV.No DESCRIPTION DATE DRAWN NY:LC, i* : TIWT TESTING & ENGINEERING COMPANY, Association, Inc. I OLD 15-056 17/28/1• DATE:07/28/17 0,,,,,,,F, /43. 4, 6355,6/1:0 3/L3a5SLies7tiel,35053;,,Y1ROFir„coti3D0E5D)1,7FLI OIR50,;133166 '"wc V 4268 Westroads Drive 2 ----- DRAWING No %°\'''l Ti• •".(ti e-mcII:1Illoc:o0oolcorn West Palm Beach, FL 33407 —7— _ 17-1 08 .... 11 ALTER 4.96w,',,,,.......ct,0... P.E7--SfAEyilL5NT11.1RE/DATE AA. 1.117 Jr.PE. — SHEET FLORIDA Lk.li 44167 5 6 _ 11 OF 18 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUMINUM *SEE NOTES ON HV"T"LOCKS CI ON CONNECTION DETAILS CR 1� H V BLADE W/ (2024-12 ALLOY) URGE FLANGE THIN SHEET SHEET 4. SHEETS 10A. 13 & 16 NUTSERT,PART p 0820,AS MANUFACTURED BY AHV "T" LOCK CENTERMATES ERSE CHERRY7054 TEXTORN, PARS PPENY,NEW O O O O JERSEY 07054 OR EQUAL 0 (j +7 OR I EXISTING GLASS 2 R 3 OR I�f�3 10 SEE END WALE EXISTING �r; 0 I I N I `A & `1" CONNECTION DETAILS ON ORO OR®+O OR 0+0 SUBSTRATE I I SCALE 3/8"=1" I SHEETS 10A. 13 do 16— ��%) OR /� IIT a I U O ©+OORf X Y- S 1/2" MIN.SEPARATION IAN.SEPARATION 6118. SEPARATION —EXISTING GLASS �,j OR®OR®+O ORO+ 5 TO GLASS 8/OUTSIDE TO GLASS 8/INSIDE TO GLASS MIN. SEPARATION 9 r LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO GLASS % ON SHEET 5) ON SHEET 5) ON SHEET 5) (SEE SCHEDULES l i ,i I (-I N —3.1/4" 4 I IN I SEEP 5) l�f� ;y •: 1 i 1 ♦ . WC- :::.:,..: „.. r_o �f�--•-� ---•----- \® - s em®I -- - - — — < -----•-- I•- - -•-•---•-.-. —a. Jilk O VARIES 1 90 �� I \. (3) 26 IMPTIP/ ,9 O _ p m u OUT *) / % : 14 SECTION AT END OUT 1/4"0_20 x 1" 6 1/2"MAX. SLACK (DIRECT MOUNT) S.S.M.S.rokr0 z 5/8"RIVNUT T. 0_ , O5 SECTION AT HV "T" LOCK 9 SECTION AT SLACK DETAIL (IF APPLICABLE) 1 EXISTING GLASS (SEE SCHEDULE ON SHEET TION TO 8) 1.�1 CENTERMATES W/ LOCK ©OROOR©+O OR© I -, OR®OR®+O OR®+() 6 1/2" MIIlTO CLASS SEPARATiON (SEE SCHEDULE I ON SHEET 5INSTALLATION WITH IN f�-3 1/4"- 4 5/8" 4 5/8" IN I c HV BLADE WI r. _ !M. .-- L --_ i HD CENTERMATES ha. — - - - - ` � - - _.—.-- �� � � - - - - - - ... ms 1 ��i� II ift ../4111117.:-='-11:1M1=11111., 5 0 ' 4 ;� 1"" - SCALE 3/8"=," nihNiwqr- Inwliirao i�iit4� 2 Nrp22 .. – i7J 2��-'' 1 ^- OR OR® M I SEE NOTES ON HD LOCKS®ON SHEET 4. ``' OUT `�' ** 25 24 ® **® ED 9 SECTION AT SYMMETRICAL HD LOCK OUT 17 SECTION AT END (DIRECT MOUNT) ,o��A���..,,, CENTE MA o,. R TES W/ HD LOCK FLORIDA BUILDING CODE (Hon High VelocityHurricane 111M'Q�``: •r�tr�1'-=_ 02017 TILTECO,INC. `©2017 EASTERN METAL SUPPLY, NC. ZOTIe), �s .."\NC)EIVs %,(�; /_IILIECO1 . \ BERTHA HNA■S■ ■A■ H.V. BLADE#3 W/OR W/o N.V. WINDOW RADE#3_ 11 `d T irjj�'(��7 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAM 8Y:LC. a '\,:-4 .. p "(`�; 6355 N-W.36th.St.,510.305.WRWNR GARDEN5,FLORIDA 33166 Association, Inc. I OLD 15-096 17/26/1' DATE:07/28/17 '.AX;ti. 4c, 10,...'\� , Plan:(305)871-1530.Fox:(305)1971-1531 4268 Westroads Drive 2 — e-mmc tnlcee000l.com DRAWING Na =MS'S' .R"" ¢ (* ®-moll West Palm Beach, FL 33407 3 �i /ONAL"k•' WALTER A-TOLD Jr.P.E. 17-108 P.E. SEAL%SiC1VATURE/DATE FLORIDA 6k.p 44167 5 SHEET 6 12 OF 18 • TA END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* -CURED CONCRETE POURED CONCRETE SCALE 3/6"=1" . /\ OR CONCRETE OR CONCRETE i';, , \ ;• - BLOCK WALL'REQUIRED ;� BLOCK WALL. REQUIRED II. POURED CONCRETE • t .• ,s.,/-- POURED CONCRETE OR •I\,, • OR CONCRETE 'r >• •', ( CONCRETE BLOCK WALL , . - - BLOCK WALL REWIRED ISTING GLASS t. 1/4'4 GONCRE[E • REQUIRED I. • 2'Aft. EXISTING GLASS - ! `,..'. 'ANCtroR iS aro,. ,. /• ° . .> • _,t_ .. - •� 2"MIN. yr--EXISTING GLASS . • XISTiNG •t" -1'---__ 'EQ'.. ,.EQ ' ��\: , I• �illft!i 1/,6•x3•MAX. - „ •' i.. (LOCATE AT" ••• 1 (6063••76)CONT. .FUSE 1"OR 2"MAX. \T"`7-Ir� ALUM.CLOSER I EIF1 SIDE rim= /rr \ I-' ) ISIMMINIMI OF 14 PLATE(LOCATE AT �2 I {AS APPUCAHtE}x2"xf/8•x0'-2' ( I Et= ; O) \y!I EITHER SIDE OECD) 5 I ALUMINUM CLIP ANGLE �� x__ t!I~L (6063-75 ALLOY)AT MIDHEIGHT I l:il`► ®10x1/2'SAS `h„, t (1)#10x1/2"SACS. TOO L 1 Ink ,_.-_r.- {/10x1/2"S.M.S.SfAS...'I rn"'�. t I� 0 4 1 €C 16"O.C. '.� 0 16.O.C. ,if► •-•-'-'•-•- &(2)1/4"P ANCHORS TO WALL AT I`O.C. (LOCATE AT EITHER \' OR E DETAIL X FOR] ~ft Cy1 O ST OF®EE DETAIL X FORin IDE CONNECTION I `/°' OR® SSDE CONNECTION-TO TRACKSSEE DETAIL%FON1 • /�' ( co ( I SIDE CONNECTION TO TRACKS © wow' DORQ0+O 0 `^-J 1 OR I I TO TRACKSOtl 3OR6 ' OR (DOR ORO +0 OR /OOR3OR6 +7 ORO rV~ DOR®+O OR0+DOR@OR®+@ h' O r�,r•�� / "'"� v OR0OR0$ +0 OR0+0ORaOR@+� ORlµ'OR 0$ +0OR0+DOR@ OR @t13 END CONNECTION DETAIL a END CONNECTION DETAIL \�✓✓ 30 END CONNECTION DETAIL END CONNECTION DETAIL 4.REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0' ' r`, i /'-POURED CONCRETE OR }•• "-EXISTING MASS - `- •7 CONCRETE BLOCK WALL /"EXIST ___._____.✓_� • : ;/ REQUIRED / • j I � 3I- I - •/IOxI/2",S.MS.- t�16O.0 \ .,...,_. \ - , OORa OR® OR• ANCHOR ' , I •• `.1/47o.LQNCETE' tj4'o'C@'RETE .: \ tf2"MIN, ' • ANCHOR@,16 O.C, \ is [77 ;'-__� VOR®OR@ ANCHOR 0 16,O.C. • 1.1111111' 1..• 1511. N—.—_ L „ � I��' n �' (2,C)-1 [\ / ._.�2 2"ta1N. '1 ' ' ��- C �OR� . � 2• •wI.. •� ►", 2 3 OR '+ OR_! PLAN VIEW Y , ' 0 OR ag1'�. I 6®oR OR@ / • DETAIL X / •-POURED CONCRETE OR CONCRETE BLOCK WALL I 00R0OR00 OR F�_,,,/ • SEE OF REQUIRED BLADE 11 AONNSHEET 18E FOR ORO OR 0+0 OR0+ICOR@ OR @+6) END .CONNECTION DETAIL 0,,E,ND CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,.,,so_...Ga 14fQi1Q1� A" �'�i j/1„ 02017 TttTECO,INC. 4)2017 EASTERN METAL SUPPLY,INC. Tt " '\,\CEPd,�'••.V.' . BERTHA NV' 1° ,, '. / I 1 L I E C 0inc. \ A,.S.S.A. Accordion Shutter System . H.v BLADES W/DR W/0 H.Y.WINDOW�aDE#3 e'"3% :P F • TIM TESTING & ENGINEERING COMPANY American Shutter Systems REV.8o DESCRIPTION SATE DRAWII SW LC, 13 , �, •...V ." • 6794 11.W.]Blh.St,SM.305,VO'IC,tnA 0W00 5,FLOR.46 33180 Association, Inc. 1 OLD Ls-ons ,7/23/1' DATE:07/26/17 (,,; Phone:(305)671-1530.Fax:(30S)871-15}1 4268 Westraads Drive 2 AZ Q V c-mail:ta....0.d.eon, West Palm Beach, FL 33407 3 DRAWING ND .r ,, �Htu . •� .I .' k9/a/Vri L�C' ... EB-0006719 4 _ - 1 I—7 as r"' WALTER A TiLUT Jr.P.E. FLORIDA Lk.t 4416'7 s SHEET P.E PS`EAt/41GiVATURE/DATE 6 — 13 OF 18 :A • WALL FINISH FELT EO 2' MIN. k 1/4'0 TAPCON OR TAPCON W/ t I _.,,._. . FDOE Y OOD BEAM EXISTIRED. ',/ / 7 ADVANCED THREADFORM TECHNOLOGY (IF APPLICABLE) •�/ I�.j,. W/ 1 I/2-Min.PENETRATION OF I o _ STRUCTURAL ADEQUACY I / --- r OF EXISTING WOOD E EO/� i^ THREADED AREA TO EXISTING 14000 '11 " — IXISTINC WOOD qqq---------------���------ /!`1 /..\ / .V HEADER. (SEE SCHEDULE ON SHEET B) =T — "—TRUSSES OR BEAM TO BE CERTIFIED f, ' RAFTER®24' BY REGISTERED I `•r 1/2' ^'1/2 // O.C.REQUIRED ENGIN ARCHITECT EER OPRIOR 10 i ' i / • 1/ �,• I• 1/2' I SHINIER INSTALLATION. r / /, 1/4• "O TAPCON OR ORFTAP ON 17/ _ 4 EO I r,. TECHNOLOGY W 1 12•)Ain. ORM A I - �� OR OR® �.-- - ----___I—_._ EXISTING SOFFIT F / // .l /24 '2 1.;- I fl) I (;' M ' _ 7/4"Max.THK, TONEXISTITING WOOD BEAM. ((SEE �• ,•� !MIN. ` I I)/q^ (TTY BUIL IX4 1 EOEQ— I'x4"x1/8"CONT.ALUM.TUBE ` I/ SCHEDULE ON SHEET B) / 1I 1 S. •II LUV(. TER SCREAMS �' II (6067-T6 ALLOY)W/(7)5/IE"0 LAG 1 I __ 1111 f 1 ��•. I ®6'O.C. i n SCREWS TO EACH RAFTER OR TRUSS. ff JIUIIr___? �� �' .I LOCATE U1G SCflEl55 AT MIDY7IDTH OF (� (�'-�''�� 1j••r''�`; ---0 EXISTING WOOD MEIABER (2'Min. �1111 ) q• I--1 L-J �-,,� OPEN HOLE AT EACH j NOMINAL WIDTH 81/2'FAin, EXISTING MIN.2-41-4d I n Al STUD 7'0 ACCEPT I �, I1 4" PENETRATION OF TREADED AREA.VAUD I tl� M ) OR I`„y 5]16'0 LAG SCREW / FOR INSTALLATIONS WITH 62po1 MAX. EXISTING WOOD.HEADER AT,CENTER OF TUBE. IMAX, A,5.0. DESIGN LOAD AND B'-0"MAX. IXISTIN REQUIRED CLASS I: j SPAN.THIS INSTALLATION IS ONLY VALID EXISTING i I FOR WOOD W/LAIN.SPECIFIC GRAVITYr.s0 © OR YYI ScASDISOS IO 15Cr OF 0.50 AS O ux6oulc m 9G7Cr s) I CLASS I SOUTHERN PINE UN 2.OROEQUAL V1 1 nn.(STTTATOU TO cuss ME samuuS: , /� ♦ DIN.ssvuunov la �. , ON SKEET 3) 1 .—t T )OR ® S(s51 scr¢nu[s WALL CONNECTION AT TOP I I' ‘/\_L.1_, \J I °H 5�'61 / . `5 HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTALLATION / 1 OR MAXIMUM DESIGN PRESSURE;±62 pm' MAXIMUM SHUTTER SPAN 8'-0" ,/ IAN.SFPx1NTIox is cuss CV55 I WM SUImU16 on 90LT 5) WL SrP1A.1ral1 TO CUSS 2'x4"CONT. 4"'samvus w Slrt[T 5) q,�iss svuYAlxv�uo�, '�--1/';I'�) IXO I RECE0WOOD PLATE WALL 0 OR �+ EXISTING ex SxTn s1 i i �✓ OR GLASS •II 0 REq'0.— • !!E( I^FINISH (SEE NOTE 1 +05 SHEET 5i np I FOR WARATIONS) GLASS { I FLNISH �T ry� _____._ 1M(" " 1/4'MAX. ,...„....T �IL•Mi1 ICtpN ALTERNATE}— I „I r I/4• ANCHOR 1i ©OR 'O OR 11111 /-` -- Max. O LOCATION \1444 ,1 10x7/4"HEX S/°•^ /{'7ASHER HEAD IE1C EO i® �JO_,1/2" I` a OR Q OR ® DECK MIN.WOOD \V/ SCREWS®9"o.e EOi —h 1/4'0 TAPCON OR TAPCON W/ 1 1 1 DECK REQUIRE. .. . ANCED THREADFORM TECHNOLOGY \) I 1 I'1/2' • 1/4'o TAPCON OR TAPCON W/ADVANCED (NO FINISH ALLOIYED) �- 4 1 1j�L W/1 1/2"Mina PENETRA710N,OF � ' 1 ..\ •` � OF DREADED AREA RUM PLYWOOD.(SEE NOTE I s -, .-E. j ' PLATE.(SEE SCHEDULE ON SHEET B) I( l 1,1 1\ ' ON SHEET 5 FOR.LIMITATIONS) EDGE OF DECK :________=__----A__ EDGE OF \ ` 1 4x4'CONT.SILL j1IF MPUCABIEDECK IF �' I /• 1 1` 11 \ j /2 MIN.COX PLYWOOD REO'D. '�2-)AU4. _�7 APPLICABLE PLATE REDD• ,,It 1( 1 , EXISTING LAIN.2"x4'STUDS© IB'O.C. �. )WALL CONNECTION AT_BOTTOM MAX, REO'D. PLYWOOD TO BE ATTACHED I/4'0 TAPCON CR TAPCON W/AOVWICEO 2"MIN. - TO STUDS IN ACCORDANCE WITH THRETDFORM TECHNOLOGY 1V/I 1/2'Alin. MEE: SECTION 2708 OF THE F.B.C. PENETRATION OF THREADED AREA INTO WOOD 1-SFE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 5© WALL CONNECTION AT BOTTOMDECK. (SEE SCHEDULE ON SHEET B) 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM DESIGN PRESSURE:±62 DBI' C')I) FLOOR CONNECTION TO SUIT•ANY INSTALLATION. MAXIMU61 SHUTTER SPAN 8'-I1" *SEE UMRATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,- ------ – -- -._— BLADE 1a ON SHEET 1B. '�' SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .A.. ' ,',YIdillk LER A. tie"--_, 02017 TILTECO,INC. B 2017 EASTERN METAL SUPPLY, INC. �� �tCEN , BERTHA H1/I" ' ' / IILIECO INC. \ A.S■S.A■ Accordion Shutter System l of 7 ; H.v. BLADE#3 W/DR W/0 FLK WINEK W BLADE y3 i�I American Shutter Systems REV.He DESCRIPTION DATE DRAWN BY:LO. 'O D.Gr/' r.] a TIWT TESTING & ENGINEERING COMPANY Y Sjg7tn ;* 6155 ILLY,3616 Si.,re.305.15005A GAADENs.11.0006 35166 Association, Inc. i ow Is-ass ]7/2B/r 'DATE:D7/2B/IT - '1.',,: pF Phone;(305)871-1570.Fox r(355)B71-1531 4268 Westroods Drive 2 DRAWING No -�t'st•5'•<©j?lDn. ��,�'• e-'n BIAAOD67o9 eom West Palm Beach, FL 33407 s V ( WALTER A.TTLUT Jr.P.E. 4 17-108 P.E.5 W 1GRE'DATE FLORDA ue 1)44167 s _ SHEET 6 14 OF 18 WALL FINISH :'V - 1,././2..._,----'' 1: X1/4"o TAPCON OR TAPCON W/ a _ ),+, DVANCED THREAOFORM TECHNOLOGY 6 I _ F ' /.---`� T.. W/ I 1/2-Min.PENETRATION OFi; A THREADED AREA TO EXISTING WOOD MTI.SEP/2UNON TO •T / I" HEADER. (SEE SCHEDULE ON SHEET 8) GLASS(SEE SCHEDU a. ,.k/ ON SHEET 5) I .I 1 / 1/4'0-20x3/4'S.S.BOLTS W/ I . " �K NUT&WASHER o 9'O.C. 1 / a "a• 11aT�f 'S r Nur EXISTING LTING I I I ! .,�, •::, -,/4 HAX. / F YY 2"x6"MIN.WOO / • �- .', 1-17 /MIN. k 1 1 jr.1uv DECK REQUIRED — 1 t I yi (NO FINISH ALLOWED)�� __---------- .L7�:..':5 '''T I J —•EODE OF ;I EDGE OF DECK IF APPUCABLEL DECK IF EXISRNGMIN.2"x4' I I _0 L----- APPLICABLE WOOD HEADER i I :I REQUIRED 2"MIN. 1/4'0 TAPCON DR TAPCON 15/ EXISTING WL SEPAMIION Ta j I ADVANCED THREAOFORI.1 TECHNOLOGY GLAS LI5S(SEF Ss11E0u...5— I W/ 1 1/2"Mln.PENETRAITON OF ON SHEET 5) T,I THREADED AREA DITO EXISTING WOOD i `� ±I DECK.(SEE SCHEDULE ON SHEEP B) 2'MIN. &W WALL MOUNTING INSTALLATION ® FLOOR CONNECTION II COSTING y/` EXISTING • O GLASS? ( 1 MRI.SEPARATION TO NW.SEPARATION N1 I (SEE SOMA) (SEE 5 -0 ON SHEET 5) y 1 SON SHEET 5) •I. Y/All © B _ :.,11. /1u.v. C11 LYALLI ('''� � FINISH `!(10Poi . .l FlMS� .• I � ' j `7 _ O I l 1 1I -,I �L\.., C DV 1 r 1WC EO'® k t.,-,---- E0 1"enit 1 . / II ,, C.:7 I ...,,,,,,„„...g ED %lr I ''•aSEEO,® I/a'o-20x1/a"S.S.BOLTS W/ I NUT&WASHER C)9"O.C. ` 1 I \\ I 1/4'o TAPCON OR 7APCON V!/ it '1 ') B 2 1/x'-, I I), I 11 ADVANCED THREADFORM TECHNOLOGY 1 �II II �1 `, �I14,S/4"F.H. S.O.S. IX 9.D.C. Y 4 f 1 { W/ 1 1/2 Nln.PENETRATION of NI• I THREADED AREA TO EXISONG WOOD -fir 1/4°0 TAPCON OR TAPCON W/ PLATE. (SEE SCHEDULE ON SHEET 5) ADVANCED THREAOFORM TECHNOLOGY W/ 2"x4"CONT.SILL WALL FINISH I 2 4°CONT.SILL 1 1/2"N6n.PENETRATION OF THREADED PLATE REO'D, PLATE RE0'0. AREA TO EXISTING WOOD PLATE.(SEE SCHEDULE ON SHEET 8) 0 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ISE-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. urprbu.��� SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 111(11\�LI3 A. T/ ©2017 EASTERN METAL SUPPLY.INC. ,O1y� .........J��= 02017 TH.TECO,INC. _ T-. 0048 :�E.: A S•S•A BERTHA WVrM Accordion Shutter System �© IILIECa INC.• RV. r w%CR w/o RV. wINDON BLADE#3 • •°..:4'.�f,r ../ ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systems RM.No DESCRIPTION DATE DRAWN BY:L.D. $j Ti ( Association, Inc. 1 OED 15-SOS ]7/26/1' DATE 07/28/17 ••fL 6755 N.W.7r( SL.SM.705.VIRGINIA GARDENS,MORD1-15A 33165 4268 Westroads Drive 2 +�pr.= (•• n OF l4 �i Phone:(305)871-1570.Fox.(305)971-1531DRAWING No • f! ;�aR101'!,:'("<y'E, c-mal:hGOO l9lc,m West Palm Beach, FL 33407 s •e y •....... �y 11 CB-0006719 '17—'108_ _�E� *, 111 WALTER A.TIENT Jr.P.E. 4 Vfo iQJj WR/ FLORIDA U. 44167 s SHEET P.E. SE11V.W. TBR DATE 6 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS. SCALE 3/8"=1" . . 1.5111141 fx4"MIN.WOOD Millil51'41 2"x4"MIN.WOOD 2"x4.MIN.WOOD RINIMMIMMNIM .._----STUDS REVD. All. 2"x4.MIN.WOOD nal 0 , STUDS REM 2.4 I/46 TA/CON OR TANGOS V1/ • • ADVANCED THREAOFORM -- PP.% STUDS REO.D. .111 4, iiii PI l .1.. 1/410.03uPcog.tIn6 TA/CON 1E1 i°".,,, STUDS REDO. i --ill TECHNOLOGY ANCHOR 0 6"O.C. W/ 1 1/2"MIN.PENETRATION 1 ' _00,0iii AL 0 IPETEIRATON SIlO 5501$SR 11/140. pNEINOETR511AlioSfi:40TR0 Vit//2MINeT2- _____ TING 0 FRINIC 1/2-/Mt COX /E.* -FLAS Pli POMO IF NO STUDS DIST. PLYWOOD. 0 EXISTING . ----- i zGUSS ‘43, it, E. •••••:. _zg_LAs_s i/2 ma cox t —- I/2"MIN.COX 1 PLWIOOD. g _ .,,. _ EXISTING_ POISTIOD.-", c --...-. ..r..------•"...;=---•••-=-:: ________ .... „.....„...„-,.:.. _6.0"-,MI %,...-•'4.• - • --:6'," :'ta.2. .1 4.E41;!,,-* t. ''''C.A..). "..4 ..1 Ile.,.••:-..-V....:.••"5 r.7...J.A. .k MiSenaiM•35W<OX1 :tia,,,,,W.P7,..t.:- ••1.0_71 •-•-, I F.. 1/16-x3- ; . WALL 4USE I"OR 2'MAX. IN IliFiF41; 1/2- MIN,COX (LOCATE AT F., (6063-46)CONT. EMU (AS APPLICABLE)F2N1/8"a-2- - 'iaillIllIllIll PLYWOOD. " FINISH it [r...211111111111111= EITHER SIDE Lt.; '• ALUM.CLOSER ALUMINUM CLIP ANGLE I I PLATE. (LOC.ATE .N• I \ 1 - (6063-T6 ALLOY)AT MIDHEIGHT F... ow- I IL.:8-.. AT EITHER SIDE Crl .' - • 0 LIMOOMMIIIII6.• S. U....„ 0 i OX1/2" S,M.S.Z.../ (.. q.......-.--—-,.---... OF0)_//1 IF (2)1/4.6 TAPCONS ANCHORS TO t Iffahh. 0 16'D.C. ....ik. .-... #10a1/2.sus. 1 Iry , WALL AT I"0.C. (LOCATE AT \ 11116kC,)OR 0 1 Zig —'-*--•-'—""! EITHER SIDE OF® .IlJ / 016 0.C. SEE DETAIL X FOR) ECI;—//1111 ' OA lEhk. <7; SEE DETAIL X FO SIDE CONNECTION ; SIDE CONNECTION 1 OR OM. TO TRACKS > aki:!OR(ill, TO TRACKS \ ti OOROOR 0+0 ORO 0 OR 0 . SEE DETAIL X FORJ 0 4,- SIDE CONNECTION TO TRACKS ,..„, . I 00R0 OR 0+0 oR0 OR OR®OR @ OR 0+0 OR0+0 Wr 0 END CONNECTION DETAIL 0 END CONNECTION DETAIL OR@OR(D+C)0130+C) 0 END CONNECTION DETAIL 1/40 TANGOS OR TAPCON c-EXISTING GLASS 2-K4"MIN.WOOD ® END CONNECTION DETAIL W/ADVANCED THREADFORM J STUDS REVD.- LT-Mr TECHNOLOGY ANCHORS W , 1/40 TAPCON OR TAPCON WI .!.REQUIRED ONLY FOR SPANS GREATER THAN 1Z-0- I 1/2'MIN.PENETRATION ADVANCED THREADFORM I #10a1/2"SALS. • SEE 1.11aAITONS OF USE FOR 81/GE IW1 ON SHEET 18. 0 It O.C. 1 TECHNOLOGY ANCHORS W/ 1 1/2: 016 0.C. ! MIN.PENETRATION 0 Q.0.0 1/2. , 1111111111111111.111Mil I: ''' I- unIN. k g , //\ ,/ iii..0_,z-\ , 10 0 L i / !lam.....= ek .-1 0 OR 0 OR 0 OR l . / FICIF101,1 1114171111113, , 2NkiL. ',I ca 1 00R0 , . ..._ 11/ . , , . . ,i-...t... (2)&1/ 1 \---(2 0 a=a—.''. ------' ' o OR (13 \, 1 ... ', FINISH -S.; ; 2"x4"MIS.WOOD WALL \ ',NAO.-4,7;giVA.X•0..g.SX-1.7).-. - 1 00R0 OR 0 OR PLAN VIEW Y STUDS REVD. FINISH —00R0 OR b+0 ORO 0 ®OR@ DETAIL X . @ ® 0 END CONNECTION DETAIL oR0 OROR 0+0 OR 0+0 END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Veiocity Hurricane Zone) 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HIP 0,‘ -.z.,.4:-.N.c.ENs ••• ,..))... / / IILIECOINc. \ A.S.SA. Accordion Shutter System KV. BLADE#3 W/OR W/0 KV.MOW BLADE#3 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN Err LC. rt. : • • TATE OF . , .:cc-$ 6355 N.W. W.360, 51..Ste.305.I4PC004 CAROMS.ROMA 33104 Association, Inc. 1 OLD 13-4335 07/21/1" DAM 57/78/17 • A'r -4, . ph—;(3135)871-1510.Fos t(505)871-1551 4268 Westroads Drive 2 — DRAWING No n. 0.11."•;.40RIOP'.." k1' 0-rnel:tilteeo0oolcom West Palm Beach, FL 33407 3 ' --- IVONALVI2' WALTER A.DUX Jr.P.E. FLORIDA LI..i 44167 5 SHEET R.E.l'EAE $.1ONIArTillit/DATE F 6 18 OF 18 ... _ _ ----------,,,-_.,-----1-------- 0.1875" 12"MW.CLEARANCE r 0.0625" r r D.o62s" TO KEDGE LADE TOP 1 A I I 4--3.7-----1-11f NV YAH[XIW BLADE 93 f SECTION X—X 0.0625' J / \ / \ 1 BLADE'S K1 UCKLE TTP) . I 3'0 OPENING 1 ,, / 0.0625" = - . r \\ _i/ /f� �` \� / POLYCARBONATE SOURCES FOR 38 —E0.~T- E.O.--' // R1.1.7$00" \\ TYPICAL PROPERTIES' APPLICABLE STANDARD RESULT FIAT PORTION // / \\ - REFERENCE OF BLADE I // I // �� a`TMH I vac r."oanc XwmauA"1,1 uc. °T,'LD'" uwmon rirJ Ie5 u3-r 1.itu,. X 1 w. FHYSiCAI• CD IT WINDOWA I.I / •I'' SPECIFIC GRAVITY ASTfA 0792 0.043 lb/in' 0.043 Ib/in' 7"---- 1 �/ II:' ,; DIECHANICAI• \ II //,:// ,/ fr,..,7;' 1.3750" TENSILE YIELD STRENGTH ASTM D638 9,400 ps.i. 9.500 psi. / \\ 02.8750" ps.i. 13.400 ps.i. / \ \\ // ';1 FLEXURAL STRENGTH AT YIELD ASTM D79D 12.500 /4i::: FLEXURAL MODULUS ASTIR D790 340,000 ps.l. 345.000 p.3.i. \\ //•.'v:', IMPACT' \/\`/\ ,‘7"''L 1/ NOTCHEO IZOD ASTM D258 1B FT-lb/in 17 FT-lb/in \ \ ...........11/ �/ FIRE BURNING CHARACTERISTICS: .. \' ��• i SMOKE DENSITY ASTI.I D28 43 47.2 7. fi4,5 7.MAX. IIllidil ?-=:--' RATE OF eURNINC ASil.1 D635 C-1 CLASS C-1 CLASS 03.0000" LiV-'.:'?“,iJ SELF IGNITION ASTIR 01029 1040•F 980'F 2 7/B'MIN. CLEAR 03.75500" VJEATHERING: ASTM G155 SEPARATION BETWEEN A.2 1/4'CLEAR N 5 CENTERS BLADE OPENINGS BETWEEN TABS ON CENTERS TENSILE STRENGTH AFTER.WEATHERING AS/T.1 638 9302 p.s.i. 8840 p.si. 0.7500" TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.5.i. I 8860 psi.40/ / \\ 3$ POLYCARBONATE IMPACT RESISTANT HV WINDOW IBAYER MAKROLON 3103 POLYCARBONATE \ / RESINS, UV—STABILIZED GRADE \ EXTERIOR ELEVATION ------ SCALE: 1" = 1" 12"MN.CLEARANCE TDB LADE TYPICAL CD HV WINDOW BLADE #3 AND -SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) W r 1 pn,rpp 1I'Iri'q, A............_ 02017 TRTECO,INC. 0)2017 EASTERN METAL SUPPLY,INC. ?'APV\'�\GENS' TBERTHA HV"A d • / IILIEC © INC. \ A■S■S■A■ Accordion Shutter System H.V.BLADE#3 W/CR W/0 H.V. WINDOW E AM#3 d�/ 2' i* ' American Shutter Systems aLv.Ne' OEOCHPTWN DATE CRAM BY:LC. �+ C TICCIT TESTING & ENGINEERING COMPANY '' ST OF ' A, 6335 KM nth.5L,Re.345,FROLIM CAROMS.FLORIDA 33146 Association,. Inc. , OLD IS-096 )7/)7//20/11/11 DATE:07/28/17 — �U''•, /, 1p� r`[�Ll� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING NO .,>.• '..ZORIOt�(.\Cvlr1, O-m®4006©19 Lcom West. Palm Beach, FL 33407 s - '7-1©G3 V I� 1J ,P WALTER A.TILUT Jr.P.E. P.E. SEA/�/ FJAf F`UF�E/DATE FLORIDA 1]e.9 44157 5 - SHEET 6 17 OF 18 * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA ® ® -7 2L e -0 00.0 �HV BLADE 3 ACCORDION SHUTTER SYSTEM WORKING UNISON WITH eHV WINDOW BLADE #3. --- _ f 1.MAX.A.S.D. DESIGN PRESSURE RATING: +62, -62 p,s.l. 1 �_ - _ - - 1 _ - -1 1 2.-MAX.SHUTTER SPAN: IO107"=B'-11'IS+62, -62 psi 1,! I�7 MAX.SHUTTER SPAN: 114'=9'-6'm+55,-55 p91 f J.ALLOWED MOUNTINGS: 1,2,7&8 ON SHEETS 9& 10;AS WELL AS 12' MOUNDNGS 1W,2W, 3W,4W, 5W k 6W ON SHEET 14. 1 Y—go,17 MINIMUM I 4.ONLY CENTERMATES 13 14(BOTH W/ 16 OR 17 ARE ALLOWED WITH 1J ( or of - ��' 0 �/^� jj�� �/',� J'� j� J'� 14 ARRANGED IN A SYM ETR L LAYOUT. (�°f �0L !X110 r�1 �r•`1 '' \ / t-'J 0 (,"JI (.') (_'I (,"1, (_') 1 5.(A) 3 HV WINDOW BLAOEW SHALL ONLY ALLOW A MAXIMUM OF 5 TIP.FA ND 3J �,(. � �, lL �,' , ' OPENINGS (3'p HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SWEET ® 17. AWL 5 ALLOWED AT QA)HV �r y' 0 �, 0 r s! Irl ' 0 0 0 0 0 0 0 (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF to HV WINDOW BLADE#3 \rl Il 1! �. u. r OF ANY 3.0 HOLE FOR®SHILLL BE 12'. WINDOW BLADE(✓3 V� �, i f , 91 (moi} rx MAXIMUM (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS.AT ENDS IIAY BE (0 (0rj (Y,,'(J' (0 :-1 0 I,). r+ lr 1 i� SHUTTLE SPNI NV YANODW BLADE(J3. 3YLL 10 ll li ���111..•!!! SEE UMITA770N NOTE 2 (0) fA NV WINDOW BLADE 83 MUST BE USED ALTERNATE TO A SOUDOHV 0 0 0 r.� 0 0 .� - e11131. 0 0 0 0 0 0 BLADE 03 THROUGHOUT SHUTTER'S WIDTH. (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TOA SOLO 1OHV I r I f BLADE 83 AT EITHER SIDE OF THEM. 11E diz Te /. Tr 1� r +r I '(F)POLYCARBONATE NN WINDOW SHALL BE INSTALLED SO TH I TABS FACE >---20 1l �,! I 7HE'WIERIOR OF THE OPENING BEING PRO7ECTFD.HV WINDOW(3E6)DMUST BE SEE END sI.. I ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA, CONNECTION 8 INC. DETAILS ON SHEETS 1 1 13& 16 TIP. FULL © O 5 y 12" HEIGHT. RP. TIP, h� MINIMUM 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME „,I BUILDINGS ON SHEET B, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES IIa 1 &2 ABOVE). _ ,, I ,, L - . - 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS UMITEO BY SPAN (SEE PLAN FOR REQUIREMENTS) AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 2 8 TYP TOP&BOTTOM 4 W 6W UNUOITEO WIDTH - B.SEE MINIMUM SEPARATION TO GLASS ON SHEET 5. � � ELEVATION • L—(ZI05®CQ 0SYL116 OR 17 XTRiCALCENIERMATES 13 k 14 �-- ---�` �� `tel (T // (V a \\ 0 \ TIP. '.-. _,......"" 1Q TYPICAL HV BLADE #3 WORKING IN UNISON WITH 1A HV WINDOW BLADE #3 SHUTTER* - -- ------ — - -—- N.T.S. ,,rine„ems✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 11'vItiR A. 77,,---,.. 02017 TILTECO.INC. 5 2017 EASTERN METAL SUPPLY, INC. .�'1I"�al ' cE�is �r�;= BERTHA HIT' `-rte► / IIL IE C® ,NC. \ A■S■S■A■ Accordion Shutter System to H v. BLADE w/CR w/o KV.meow BLADE . 0 a l ?* TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No OESGRIP11011 DATE DRAWII BY:LC.— •p. STA op A 0255.11.5.3615,51..510.305.RADIAN GARDENS,FLORISA 33165 Association, Inc. I GUI I5-096 37/39/I' DALE 07/2817 ca.:ti r 'Q. 1,: Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No n'•.,(Q P::'',k 0 a-moa:wle�o°m.c°m West Palm Beach, FL 33407 3 /� `ss .,.AI.. �VAL It' IIT' WALTER OTIUJTt 9r.P.E. a 7— VS P.E�"5 LV /DATE nGRa L°.g 44157 6 - SHEET18 OF 18