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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b1k8l Product Approval ' USER:Public User Pmdurt Agr*roval 4emS>Product or Ap_plicatlon Search>Agplicatlon List>Appiiesdon Detall r FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..TIMt,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/20 i Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL.389 R10 COI COI ASS Bi ADE1 pdf Fi3,89 210 COi COi AS,"-LA RLAI7E1 -)oaf _K389 RIO . IC I ASS A 8IJIDE3 pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 I` Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBS77-zg%3d �/3 1/612021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Home Description 389.1 Bertha HV Accordion Shutter-glade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drw9 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI 389 R10 Ii DRWING ASSA BLADES ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf P089 Rio AE PER ASSA BLADE&pdf positive ASD load and 13'-O"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,91-11"for SS 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 1 EXt;uded-a— w m nterlocking blades retained by tracks(top Only-(Nan-HVHZ)-Drwg 20-164 i nd bottom)for storm protection Limits of Use _ — Installation Instructions Approved for use in HVHZ:No FL389 RI O II DRWING ASSA BIADJy pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-O"for 30 p.s.f F13139 R10 AE PER ASSA RLADE1.pd negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes j configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A wonting in unison.See sheets 7,it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(N)n-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No M389 R10 11 DRVU A55A BlADE1 7..pOr Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load FI89 10 AE PER ASSA BLADE" 2 pdf j for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes {�25 and 28 respectively EltdC':9 Contact Us::2601 Blair Stone Road Tallahas er FI 32399 Phone:850-487-1824 The State of Florida Is an AA100 employer.Copyright 2007-2013 State of Figrlda ::Privacy Statement::Accessibility Statement n Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact SS0.487.1395.*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 ema8 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 hem, Product Approval Accepts: Credit,Card safe ,,�. www.floridabuilding.orgipr/pi apt, dti.aspx?param=wGEVX4wtDgvYYHH2vJvx53MwsXdCOtOXPGxaL887Zzg%3d 2/3 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION)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-D.8.5, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19&2D. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-15 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& �A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. COMPONENTS 21-37 SHEET 3 ATL REPORTS: BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 180D.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICALSYSTEM STEM SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q) 90214.01-03,#0715.01-03,#1004.01-05. #1214.01-05,#0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE n AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE m#05015.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2. 3)BASIC PROTECTION ONLY AND 6 0725.01-08 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTAL1AT10N DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADED AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALT.BE#14x2.75"AND#14x1.75"RESPECTIVELY,410-LIT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND I8D led TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 E005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W.MIN.YIELD STRENGTH AND 90 kcl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALT.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(E)&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. 9.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 CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE hAl ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.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 AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE 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 TD 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 OF RECORD THAT PREPARED IT. ROMA BUILDING CODE(Hon High Velocity Hurricane Zone tL;Tll 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY. INC. A �4j � � S A BERTHA HVTM P� Tv IL E C O �N�. ■ Accordion Shutter System H.V. RASE#t W/OR W/o H.V.WINDOW BLADE No.441 37 American TILLIT TESTING & ENGINEERING COMPANY Shutter Systems qEV.Nt DESCRIPTION DATE DRARN.BY: M.P n * 6335 N.W.36th.SL.SW 305.MRGINIA GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 17-1 o7 /z/Zoz DATE 7/2/2020 STATE F �� 14920 Phone:(305)871-1530.Fax:(305)e71-1531 4268 Westroods Drive 2 DRAWING No �'•, a--fl:L1lecooeol.com West Palm Beach, FL 33407 3 CA-0006719 20-164 ",,�FS'•O G �� WALTER A TILUT J,P.E. EAL/SIGNATURE/DATE FLORIDA Uc.®44167 a SH Er OF 20 ;Y4 FOR MNOOW BIAOE N ES m' yR. c o , E• q Man L•240� ry •`,• 4d71 I L _ 4.385_ mI c�07•'• 4. n .379'% aM i � HV S L — - `J HV 90'/1 S@• STARTER COVER E U ER US PATENT# 5458 9 3OHV UNIVERSAL FLOATER o, QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BL.ADE1 ® V U HV BLADEEQ1 1�A HV WDOW BLADE 6005-T5 ALLOY AND TEMPER Q FlED FOR USE W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE BLADE ON SHEET 19 BLADE 1 6063 6 ALLOY A EMPFR 6063-T6 ALLOY AND PER _ _3,226' - 1_500°_, 3sss• F ��--- �°.o. Via_, 'ate` zs7a- ._. SFr_.__ 6�o 12z_ s i _ / - H -- �'� —o___...4_436_—__.. L 72' 0' /L HV ADJ. ADAPTER W P 920 QUAunm FOR USE W/ HV ®HV WALK—OVER TRACK -- �HV W. FLOOR TRACK BLADE iQ QUALIFIED FOR USE W/ HV HV TRENCH TRACK — - '-a6s° 3.750. -_jI \. 6063-T6 ALLAY ANO TEMPER 1 "- BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEQONLY. HV RAINGUARD BLADE(D ln{ 6063-76 ALLOY AND TEMPER QUALIFIED FOR JAE w/ HV 6063-T6 ALLOY AND TEMPER VARIES '"._Y 1.975',• a 1l9J6'___. BLADE 1 o _i. 1.917• ^i �o II_ of } .U&7• VARIES• LNJ6" 6063-T6 ALLOY A D TEMPER �__�__.___ m I I , 06J• T__ .W3" bl .125• v n i :Opl '670" L 7.HH6• m 0�y,�'`� ;670, � 7 i L_�3.520•-__ -- _,_3:520'__--_ L._.__..3.52_..._._...-. 16-a ���?Jq• 11 HV CEILING HEADER HV HEADER/5SU 13 HD CEILING HEADER/SILL �.-... Q FIED FOR USE W/ HV BLADEMONLY, QUALIFIED FOR USE W/ HV BLADE(1)ONLY SEE SECTIONS FOR VAUDITI�I`'' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE V// HV BLADE�QD d iiD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER BLADE O ONLY. X 6063-T6 ALLOY AND TEMPER �' Mtl X MN Y MN t I COMPONF.N". A 6 75 T2 IfI1�. 1III X Y t 1 2" j0.0.725" . ._t •�, 17 J2" 15'MAX. 1/8" 11/8• L� 3• I 3" 10.090- 2• 5"MA7LI0.192• i0.192" - 16 SIDE ANGLES o --__.-x-_-__- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES I — 2.5• 7-MAXI o.190• 0.190' C NE PO BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIE B OR USE 6063-TS ALLOY AND TEMPER BLADE'u ONLY. ' 2" 5•MAX!0.739' 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER RORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11 III 02020 7ILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. ,,�,,•� :� , /T�%,,, BERTHA HV, ' EN �� � Accordion Shutter System = . o H.V. MADE#1 W/OR W/O H,V.WN)OW MADE No.441 7 --� C AmeHcan Shutter Systems REV.Ne DESCR"ON DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY W53 N.W.Sete.%.SW.305,VIRGWA GFADLNS.FLORM A 331 Association, Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 s o• STATE Of ��� Phone:(3os)671-1s3D.rm:(3os)e7t-133t A268 Westroads Drive z DRAWING No 10.1: F c-maD:67tecoftw West Palm Beach, FL 33407 3 %��•��5, �0R10 .•�`-�`�— wxrEa a nwTtar.RE 20-164 �77ii7jslO11JAL t%SEAL/SIGNATURE�DATE FLORIDA u`g ab'67 s SHEET 6 2 OF 20 1,14�NY W, /40-20 f-DIECAST THawto hams ERAIEL 1 4' b 2.293 RAT -OIE CAST 2.293* .745' pw 17 1 R=ENAUEL �(D EGFIESS TURN KNOB. _ 81"AM Cn%= BPMS CYLINDER --PAS &.(CHROME (CIROME PIKED) 0. ---------- it IqJ7 .I IATEO) HV CLENTERMAT HV LOCK G ESS LOC QUALIFI FOR USE W/ HV 0 1 & ONLY (0,Hy FLOATING CENTFRMAJ��" 7.325 j--' -I AND ED FOR USE W/ HV BLADE.'l & ONLY 'FIEDell 4E,)WI HV WJAUFIED FOR USE HV V M'ER QUA CUVLAE ONLY. BLADE 1 & LY. 063_T6 ALLOY iAN �3-3 __ forc, 6063-T6 ALLOY AND TEMPER (2-3) HV CORNER GENTERMUE 0_OAUFIED FOR USE W/HV BLADE ONLY 250'0"-a Y D E063-T6 ALLOY AND TEMPER PI.ASTIC HEAD SCREW ED To­1 k -360'AFFER RIVETINC BEFORE RIVETING 1/4"0--20 x 3/4" 1/4"0-20 RIVNUT* S.S. THUMBSCREW *SEFaES 9444 ALUNNUM(2024-TS ALLM)LARGE FLANGE IRM • L-s"! t, SHEET NUTSM,PART 0 0620.AS MANUFACIUREO By AVDEL Z.- CHOW TWORN.PARSIPPM.MV JERSEY 07054 GO EQUAL PLM 19 FRONT ELEVATION HV MALE "T" LOCK CENLERMA E 4--' HV ALTERNATIVE LOCK -LOCKER FOR "T"_LOCK CENTERM QUALIFIED FOR LADE OONLY HV FEMALE -1- LOCK CENTERMATE HV "T" LOCK QUALIFIED FOB,USE W/ HV -Ts W1 TEMPER QUALIFIED FOR USE QUALIFIED 1`011 USE VI/ HV BLADE(DONLY 6063 ALLOY HV QUALIFIED FOR USE W/ HV BLADEMONLY BLADE( ONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- WIW BLADE @ONLY. 3.16 III r r432 i THUMEITUR OR Dsz' _IT CYU ER NO KEY CYLINDER 214' 442i 10 10- .214" - 7— .545- A Lrur 0.875"Mi.. HD Wgi&a3t"() LOCKING ROD HD CE LOCKING ROD 1 QUAU SE W/W & (CA) QUALIFIED FOR USE W1 HVBLADEf 063-76 ALLOY AND TEMPERCENTER ATE' TEMPER VARIES, QUALIV A IF-' 6063-T6 ALLOY AND .2,EOR USE,W v BLADET (9 T, La TEMPER CYLINDER -THUMSTURN-Ile 0 2t • 0 ACETAL THUMBSCRM &1/2' GO DR (SEE EUAILS) iz L. CYLINDER 1.51 M7... LOCKING RODLa 1/4-0 (R HD LOCK AU FOR USE W1 HV BLADE 01 -20 AISI I QUAU r6 ALLOY AND TEMPER AC BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. j 5 '9ERIES S. TH QUALIFIED FOR USE W/ HV BLADE(D& IA 5.INSTALLATIO I REQUIRE A 7 HOLE THUMEISCREWS MNHigh Velocity Hurricane Zone DRILLED AT TRACKS FO QUALIFIED US Mp2V 13US FLORIDAROMA BUILDING CODE(Non D q I MRFTIMENT QUALIFIED FOR USE W1 HV SLADE%1 _EVq HV BLADE �o '!If 2020 EASTERN METAL SUPPLY.INC. 'o.w. 02020 TILTECO,INC. ........... BERTHA HVTm TMEE o .., A A.S.S.A. V. .AcDEciO #ordW/ORn huW/sOVtt.erD,,sYLsAt.Eern No.44 67 Shutter Systems crEv.14 UscRIPTION _VA7T I N mp TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2/2020-M! I- % STATE I iF 1710,20 6JW N.H.38tk 5L.Sin 30.VIRGINIA CAMM ROMA 3375f Phow;(3305)B71-1530.Fm:(305)571-1531 4268 Westroods Drive 2 1 DRAWING No West Palm Beach, FL 33407 3 1 4 1 20-164 WALTER A.TILUT Jr,P.E. I V A L 001, FLORICA U.1 44167 5. SHEEr 11111i"1111114 Of SEAL/StGNATURE/DATE, 3 0F 20 SHUTTER ASSEMBLY SCHEDULE FOR � IIIARA HV HV 3/B 12"MIN.LLENCE 4)- 40 3 i TO BLADEITCP .0625� (D HV BLADE 1 i j GE 1A .1875'� �-' 1 Iry WINDOW BLADE o6z5' s c oR Y_Y .0625' .0625' ® HV BLADE 1A "a .1875" Y HV LONG RECESSED NYLON BUSHING I zY i n KNUCKLE� �O OPENIN .0625 �'* 39 a a (TYP) 1.06251 ® HV SHORT RECESSED NYLON BUSHING R1.75o ® HV NYLON HAT WASHER 0 OR ® N ����T.BLADE—o -1a0aoR I f/� 3i5o' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I1 .a4 40 ! i j I j � �/m2.8750' J X 0.870"Y3/16" THICK NYLON WHEEL. 'CJ- I I j t" ( I NV WINDOW n - 2 7/E 66N.; I CLEAR 1 li D3.0 .1 0.188"0 AISI 302 SERIES S.S. RIVETS I- i .315 fl SEPARATION N{ ,0625'J 3,7500' BLADE I ( 1 .0625' 1 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR � OPENINGS \ j I ON C N ERS i+z m Y v a " I•----I / .7500' 3 HV 2 3/4" ACCORDION PIN W/ ff8 HEAD -- I -- 2 1/4' ExrE EVANO moR ELN CLEAR •. 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW 7 I `j j• -1 BETWEEN TYPICAL HV WINDOW BLADE IAA AND I I "r•� � --- 39 � -� - _�,`- - '.,,� T 5 POLYCARBONATE HV WINDOW DETAIL OR ® 4 or 3 �—, N.T.S. ;11 ,17 SE NOTE FOR I I I •I t l -- OUIREMENTS) j OOR ® ; �Y•POLYCARBONATE IMPACT RESISTANT HV WINDOW I I i BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * P E 1 -� e I 1TO B11AOE B TT MLEA?A E INNOVATIVE PLASTIC LEXAN 103 RESIN -�� T� (SEE NOTE "F•' ON SHEET 19). HV HV r i �1 OR i j C, i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR - e1 W o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR N ! I ® i POLYCARBONATE SOURCES FOR 4 HV BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR AE REsu T WpmPROPEAIIES PP ICABL N.T.S. },HV PIN O2 OR�43 AT RVTrE ac[ vz (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR @OSSd: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q BLADE'S KNUCKLE.oa.3za'� (SEE NOTE • FOR \ sPEcmC o Asn,u7ez 0.0,13®/ m CM3 to& BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. o ® "�'J { REQUIREMENTS) IEN9LE YIE1D STFQNDM ISM 0638 9,400 0.+.i 9.300-.i. TYP. ® I I i i FLEXURAL SIRENCM AT HELD ASNI D70D 12.500 P.J. 13.QO P...;.. (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ,� 5 i I FLDWFAL MDDDuu ASH,Ono 340.000 D-vi. 3,15.000 P.,.;. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, tee 9i I III SHEET OO `✓� I R0XI'm Izoo Asm o23e le n-m/m 17 1-te/IR FlR 1F R1 RMN CSC;• WHEEL CARRIAGE DETAIL SNOYE oEmR Asr1L D2e�3 47.2 x -1Y DAY N.T.S. ASSEMBLY LAYOUT RAM of D LNG AS111 D835 P CLASS ASS C-1 CLASS Tf,1 j, SELF=MCN ASIN Dre2R 100 s 690•F AS7Y DIM 7ENSLE S16ENOTN AFLER WEAINERWC A51D 033 -.2 (1) HV BLADE SOLID & QA' HV WINDOW BLADE DETAILS TMMS6,»>sBEFARE" ER14 A9,u W1 EE60° N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. 1". BERTHA HVTM Accordion Shutter System l F 9 I L E C ® �N c. . . . . H.V. BLADE#1 W/OR W/0 KV.WINDOW BADE • N0.QQ 6 - TILLIT TESTING & ENGINEERING COMPANY American Shutter SYSfBmS EV.N DESCRIPTION DATE DRAWN BY: MY Association, Inc. I OLD 17-107 /2/20 DATE: 7/2/2020 _ ra35 M.W.3GIR SC,Ste.305,V:ROINIA GViDENS.rLORIOA 331E 20�0 4268 Westroods Drive 2 �•-O STATE Phone:(305)871-1530.Fox:(305)B71-1531 DRAWING NO y'. F :'d`` a--1a tilt.DoeROI.— West Palm Beach, FL 33407 3 i 0 �' C�i CA-0006719 L0� VY WALTER A TILLR Jr.P.E. 4 FLORIDA U..(1 44167 5 SHEE7 Z/6NAL • � L/SIGNATURE/DATE 5 OF 20 ,nano �,"��®,(� "NOTES ON HV LOCKS AND CENTERMATES: '®9 �+ u x s 1 u I ®�� •�w® 1 MANIMMRY CONDITION y1:OR 12' FOR INSTAL ONE HV LOCK, or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'L/11 ELEVATION. HV OVE OCK OR �O or�2MAY BE OF USED AS ANINSIDE OR OUTSIDE OR SPANS UP To OLOCKA ATTACHED TO UI ORL-ATIONS@T ANY 1rr I n, r 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 O�®q TYPICAL SHUTTER ELEVATION. UP TO TWO W LOC OR MAY IF DESIRED, USED ASEAN INSOR IDE OR PERFORMANCE LOCK. CONNECTION OF PURPOSES, CENTERMATES 4?3 OR 0 SHALL BE AS INDICATED ON NOTE (1)ABOVE. RDo-HYF LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-HV8 \VVA' 3. OPTIONAL CONDMON 02 NALID ONLY YMEN MMDAMRY CONDITION J1 OR LIMITED MANI o ,.... 02 5 USED O H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 24'ors 5 ox 6 oR O ox®4 T 2_q1" BE USED IF DESIRED TO ENHANCE SHUTTER PERIFO MANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE ry I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). C 4.MANDATORY CONORION/2: ONE HV LOCK 0 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN gIF _._� AND INSTALLATK)NS AT ANY ELEVATION. HV LOCK 4 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, EB V ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 3�o HDC-HVC AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Ogg 5. FIRST ALTMNATE TO MANDATORY CONDITION 41 VALID ONLY FOR HV LOCK 00 1%4 smErgicA c mATEs 1O ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND - - — — -- .Q INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-200/4'S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION ENE• SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO I CeaMS LOCKS AT 1/3 OF SHUTTER SPAN. 6.l4WDATORY CONDITION j3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 0 or®or,@ SHALL BE ' USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG RAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION I 1 5x OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 10 D F E H 1 J K L M 1 P 0 x V Y! X SHEETS & HEIGHT. " �s' v *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. �"'""I`ED N10fM S CENTERMATE 129:ONE ALTERNATE HV-r LOCK V MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND IIYST-ALLATION AT ANY ELEVATION.ALTERNATE LOC® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/20 LONG S.S.THREADED BOLT W/7/8"0 x 3/32' /� WINGNUT OR W/ 1/4"0-20x1•S.S.M.S, INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©'0+©°R©+O ®°R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. �+®°^>9•®�1 e•�s«�12+® *NOTES ON HO LOCKS & CENTERMATES: _ I. HIDLOCK(34 W/HD CENTERMATES r3l OR W W/W : ONE ALTERNATE HD LOCK 0 MAYBE USED IN LIEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR 12�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LDCK©MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(4 TO ig IS W/3 88 x 3/8'F.H.S.S.M.S.•AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND DC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II iii 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. `,``P� ..,. /�,,,,,�.'' BERTHA HVTM Accordion Shutter Sy stemILE� ® 1Nc. S KV. #1 W/OR W/O H.V.WINDOW BADE a No.441 - American Shutter Systems REV.N DESCRIFRON DATE DRAWN 6Y: Mr * TILLIT TESTING & ENGINEERING COMPANY A950CiOt10(1. Inc. 1 OLD 17-107 W53 N.W.361h.SL.Sta 3D1.VIRGINIA WDERS.FLOMD4 3316 /2/2020 DATE: 7/2/2020 - ° STATE 0 = Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No 9'•, o-moo:bCOO""aol.eom West Palm Beach, FL 33407 s 2�— 64 l D�,•, FZDR101 �� cA-DD06719 ',GCS .' \ `. -- wALTER a RUR ar.P.E. N . EAL/SIGNATURE/DATE FLORMA De.#44167 5 SHEET 5 OF 20 Ru 1 --CONCRETE ANCHORS POURED CONCRETE , OR CONCRETE BLOCKi POURED (SEE SCHEDULE ON REQUIRED / -1/4-0-200/4•S.S. POURED-. CONCRETE- SKEET 1.3) _ _ r CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED 'l n T�r�-.. ,��.. REWIRED __ i0R i _(SEE SCHEDULE ON W/1/4"-20 i�-'- _CONCRETE ANCHORS i: --}�--- Q 18 (SA�(EYSraNE(SEE teDUNnNc®ON SNlEr 7) + -•f'i SHEET 13) 1 NUTS 49 12.O.C. •. .'� (SEE SCHEDULE ON SHEET 13) �� Min._' .- T 4'0-20x3 4"S.S. iE •1 M:n. i- /;v" `J ;1210R 11 f � • _ -.EO-+-EO MACHINE SCREWS �. _?,. i -EO.j USING1 "o c.z0 NUTS �;•'i— r-�_ _..19 II 1/z'•I �! !I� 'i j / 15 E.D.* -.250•Max. _ -- '_� •t O I II �I � '�' -_/ • :11 _.25T 'I' I I t -.250"Max. E,O' I Max. tl ( OPTIONAL 110 ';t - (-• ;I 'i�opnONAL A 7 TO am(� 97k711AE W SIRT •,�il I 1 ♦ i S iI - MIN.SEPARATION TO USS _ _ nFt3i HAVE OJA•D I{- ?7;OR ) I IXI511NG _._-._ .� I w slm Is FII! 1 I I II ® i . i 'II _�" GLASS- —(SEE SCHEDULE ON SHEET 11)- •II 1 EfOSTING a7EoEsme� r it i MW.SEPARATION TO C1A55 I I I�'�__-___ `11 _-_.._-�_._.____...... ___.. .._._-_ z_._-_._tf. t (SEE SCHEDULE ON SHEET 11)` ; ;I ERLSTINC GLASS--, E`OC HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I I - I,�, ♦ I'!-_. MIN.SEPARATION TO GLASS �r i CLASS t I t .-_� EXISTING_ (SEE SCHEDULE°N SHEET 11) i M70CASS(gE I11 I I!"---I� OR I MIN.SEPARATION TO GLASS I 1' GU155 saFaLE DN 5- I A -(SEE SCHEDULE ON SHEET t1)._i I i t1 I tFOR HAD Wt9 ^rl'l �yyyrlyyyrf +;t !!r'i .• ,,' ) OPTIONAL. HADES DUSTING i / g I 1 ' o., - �) Ili l• ili I 1/4•Max- 4-,-E'� -OPTIONAL I1 I EE ;' ' - --O•GR O ' E D.-:- I�iI I II I - .. i•1 i i i it ! .1/2"' =_ 19 L. LED-, EQ. DR Q -"- --112'.OR 14 L I 1 - _I/4'0-20x3/4•S.S. min. T i _.EO.-I-.ED._ PHT. 7AU55 HEAD i ;, / / S.S.PSCRES MACHINE SCREENS USING _ --- S HEAD MACHINE CREWS ' �� CONCRETE ANCHORS TRUSS S -• n. "-- -- --CONCRETE ANCHORS { •EI 1'_ t/4"-20 NIfIB 012"O.C. �'- --(SEE SCHEDULE ON W/1/4•-20 NUTS®12"O.C. (SEE SCHEOUIF. HEFT 13) j Min. POURED CONCRETE--.' SHEET 13) POURED CONCRETE._' I_/ i` •' OR CONCRETE BLOCK OR CONCRETE BLOCK ---�—+" - ICONCRETE ANCHORS REQUIRED WALL REQUIRED �p1 HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION D ETA I LS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER 4 E.D.=EDGE DISTANCE ASSEMBLY •STE uMT"r°"5 USE FOR �.:1 HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEE"13) BLADE V ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUMING CODE(Non High Velocity Hurricane Zone' It, ozozo Ta7Eco.INC. ©20BERTHA R Hp HEASTERN ME7AL SULTA Accordion Shutter System O►O 1 N C. o ■ ■ . ►{•V. BLADE#1 W/OR W/0 KV.WIDOW MADE ' No.441 7 � American Shutter Systems Ev.N nT3emPnoN DATE DRAWN BY: MP � TILLIT TESTING & ENGINEERING COMPANY A9soclOtionA Inc. I OLD 17-107 /2/20`DATE: 712/2,020 r.0 G=N.W.36ta.St.Ste.3W.VRG=GARDENS.FLORIDA 3316 STATE 0 Pnana:(3os)e7t-153o.Fm:(30.S)B71-t531 4268 Westroads Drive 2 DRAWING No '�'• :'Cp, a 11;tMeca®aal.— West Palm Beach, FL 33407 3 ��'''i��CC�t•'j•O•�..,,•,. `� 20-164 -00C 719ORID JrP.E WALTER A.TMUr 3 SHEET ''•A„S�ONAL t Af!-SEAL/SIGNATURE/DATE �RUIA Ue./M787 9 6 aF 20 POURED CONCRETE ANCHORS 1®L SOReRAlKt1 1 i uw.SFYARATgN CONCRETE— 7—(SEE SCHEDULE ON SHEET 13) TO CLAW t DR ® 1 TO GLASS Ir r 1 REOUIREO �_ 1 ,I- EDGE OF _i s7 r evff m ' EXGUSS—I (SEC SCHEDULE ON r a I r / SLAG IF 0Y SIM 19 POR S�w � I se noN �, � ' SHEET 11) 3 / --f D.• / APPLICABLE EXISTING aA¢sOk® i I \ r(orgi sm.r.+) a I I O i ALMI�OR�. I i' i i li i E%ISTISSA LOCATION i 11 G�� I i #1Ox3 4'HEX WASHER HEAD ,I 1 i i SCREWS® 12"O.C. / //�/j/ EDGE OF 11` u�i CRETE ANCHORS O _ I / / 8 /j /%/ SLAB CON / / i I 1 6 4 7 iIF �l (SEE SCHEDULE ON SHEET 13) y I EOM / Il I/� APPOCALE EXISTING mCE OF ///// `� III II EDGE OF fi j / I/ / II>1�/. / �//� SV+B IF �i/ f GLASS I I I I STAB IF__I X���I✓��2• ^ 1J—; / /// EDGE OF // I //,/ / APPLICABLE / .$�/ / i APPLICABLE / }/f / %/ / /�/—SLAB IF1-- I MN svvrrATlw a E.Q. E.O. J / To ra755(SEE I h /f/; FPPUCPBLE POURED I { L_E D x CONCRETE FLAT HEAD CONCRETE ANCHORS SC1EDU E ON SgT / CONCRETE L SEE SCHEDULE ON SHEET 14 —I it fat6tJOEf. 'yl i POURED /� / ,I REQUIRED REQUIRED ( ) GN SEIEET 19 POR I 1 J OR CONCRETE �� FLAT HEAD CONCRETE ANCHORS 6vaEsmtr® I I REQUIRED ------E D.•— E. D. (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70. -75 PSF A.S.D. ® NV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER CG) HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EXISMC T I I CONCRETE ANCHORS GIAs''I ux GLASS _ ro�tlAss r 1_ scln,i j I sB �uN. ro c s I II I � _ (,SqE,ES FSPCIAHAIEIPDNU mLE fSOx5N5E SHEET 15) / I 1/4'0 OUL W/ o� ¢ I 0 EXISTING.l aD7HRFAO E%ISTING EXSTING VN GLA55-- I TECHNOLOY CR t/'0POWERS GLS !7/ 4'.CLASS S FASTENERS TAPPER+ANCHORS wG1 3/4-MIN.DLkNT 0 0 I I I l j ; I I (SQ SOLL1)UlL ON SIRCt tt) I ' O.C.FOR LID TO 6'-0'SPAN AND j 4.O.C.FOR SPANS LARGER THIN 1 / I / 1 61-0"LP TO 8'-0'MAIL APPLY i I I 1 I III MAX / / I SEN W AT Et2R1'FASTENER NFAD I (SEE NOTE}(CN SIEET 11 1/2" #10x3/4'HEX E t'. - I FOR LIMIlAT1 © 3 1S __ MA7(. —� oR I S / W / //� �wey i I '��TEK SCREWS �( CDN1. ig14 3 4' HEX HFALL_/ 3/8'/` / a 12'O.C. us TEK SCREWS"0- O 9'O.C. l�/��-_ "V _ t_/•- /OR 1 4'0-20 S.S. M.S. i CONCRETE ANCHORS '-"-�-_- �a tO "-/14x3/4'S.D.S. iii1/4' -{ '(% T 0 12 ?µ.o�zD�NursNUT O 9.O.C. ; (SEE SCHEDULE ON 1 2L ®9'0.C. 17/ Mox. 111 0 12'O.C. _ _ ___ G • :• IX15M1G NON STRUCTURAL T JjZT._ __ I 17 ON 18 2•I Y . / . 2.00� WALL TRIM DE001 INEEDGE OF / 1O 1:•• E.D. SILL) / A /A \ I ' ` 14x3/4'F.H,S.D.S. MIN. 1 7/8•{ 1 7/8�I)/ / / APPLICABI C. / \ ` L/A� �X •\ C 9'O.C. _FOIRiED CONCRETE CONCRETE ANCHORS SEE NO7E 13(b) SEE NOTE 13O REQUIRED / / � POURED CONCRETE 1 (SEE SCHEDULE ON ON SHEET 1 RED l - 5 �-- -1�6 OR CONCRE7E BLOCK SHEET 14) r -�, ORUCONCRETE BLOCK ON SHEET 7 � •j / REQUIRED REQUIRED (M KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED K HV WALL FLOOR INSTALLATION MAXIM M A.S.O.DESIGN PRESSURE:a64,-72 Pf cONCRETE U HV WALL WALK—OVER INSTALLATION REQUIRED MAXIMUM SHUTTER SPAN 8'-0' 0 HV Ell INSTALLATION t NOTE: t TMIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: • E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED t-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR DJACENT TO AN OPERABLE EXIT eEE�EMAAO0N0U59 FOR ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `` �(Lt11�11i1 L qC �// 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. `�`Q� ..• / BERTHA HVTM �NCEN F .� Accordion Shutter System -_ IL EC O �N�. A. .A■ N KV. MADE#1 W/OR W/O KV.WINDOW&ADE o.44 67 `* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.No DESCRIPTION DATE DRAWN BY: M.P 3 q•, B355 N.W.36th.St.,Ste.305,WRGfNIA GARDENS.FLORIDA 3316 ASSOCIatiOn� Inc. t OLD 17-107 /2/2U2 DATE: 7/2/2020 STATE F 4F Phone:(305)871-T530.Fax:(305)871-1531 4268 Westroads Drive 2 �'•, DRAWING No %��`• fi0RI �' •'•��.� e-rnnC t030600Pl.ePm West Palm Beach, FL 33407 3 / 'ss+/•••••••.w\�` � WALTER AOTIufTi Jr.P.E. 4 20-164 /iFAT ANAL i`IISEAL/SIGNATURE/DATE FLORIDA ue.®44167 6 SHEET OF 20 IryE SEE END WALL TION DETAILS ON SHEETS 10 & IS CON C SEE NOTES ON LOCKING RODS Q,HV LOCKS®or D oUT] IN EXISTING GLASS INSTALLATIONS WZ 1 HV **AND ALTERNATE Kv LOCK®6N SHEET 5. BLADE SUCK DETAIL HVF IS VAUD FOR ALL BLADE W1 HV CENTERMATES CENTERMATES APPLICATION WITH BADE© OR 12 SEE END WALL CONNECTION 10•05 a+©•6-1©.©- rIXISTING GLASS DETAILS ON SHEETS 10 dE 18 252'z1/8"xO'-2 �O I ®.©oRQ•©GA 19�Q5 I _ 3 1/4- _ 7' 6 1/2_ ._ 7" (6063-T6 ALLOY)ALUM.TAIACON ANGLE 1 I- © OPPOSING SYMMETRYCAL CENTERMATES CENTERMATESANCHORs TO CONCRETE (TOP/BOTTOM)8 MIN. SEPARATION g1Ox3/4'S.M.S.® 12' I M TO CLASS (4)Q10AT/EACH ANGLTO E CBE 0.c.FULL LENGM. ( W/ HV LOCK or W/ HV LOCK or (TYP) I � (SEE SCHEDULE may/ ON SHEET 11) � 1 ----------- - H---- ---- ._.. ----- ---- -------- --- ------- 5 /- \ - J- 2 0 1Q J `. a'® oUT ® � �* HVC HVA HVB ©GR®oR©�O�®�10a�� POURED CONCRETE OR EXISTING GLASS ©-O ©�©�O' B°AI 10'�5 GR©*®�1© ©°P r REOU4, BLOCK WALL GXllSS G © O © Q ® 6 7 1 oe MIN.ST EPARATION SYMMETRICAL '© 8 8 9• 3 w 19 5 EXISTING ro GLASS l L— «Q Q Q Q Q J�cuss 1 1 CENTERMATES* I N r0,®"0«®oaQ. oa 5 W/ HV LOCK F161 OPTIONAL (SEE SCHEDULE / ©�® — # 1v (INTERIOR) ®'®l0i @'©aR 1 9' ON SHEET 11) MIN. SEPARATION on /"\ oR TO GLASS \ ® ®� -133 (SEE SCHEDULE I N OPTIONAL ON SHEET 11) 1 (INTERIOR) / - _ _ _—_—_—_ _--_---- / OUT _ /CONCRETE / L \ 1 � 1 /ANCHORS® / -- - -- -- * 5 o- o- 16-D.C. VARIES / NO SO' -- V y'J T a ("1•/i 0 U T 6 1/2-MAX. SUCK / oUT 0 (EXTERIOR) HVE ��JJ C3 HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i)IIII�I II lgewl 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY. INC. HEr BERTHA HVTM Accordion Shutter System No.44 67 _ E C C .Nc' ■ ■ ■ ■ KV RV.aADE q1 W/OR W/0wNDUN BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutlor S Stem9 EV.N Y DESCRIPTION DATE DRAWN BY: AIR A' STATE F + 20Zo 6355 N.W.36N.St,Ste.305.VWGIMA GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 17-107 /z/zoz DA1E /2/2ozo �'. Phone:(305)871-1530.Fos:(305)871-1531 426E Westroads Drive 2 DRAWING NO %Oi• FC0R1 P ���iii a-mal:G7tarn®aal.com West Palm Beach, FL 33407 3 F•.,, �.� DA-0006719 T1TE 164 WALTER A TWr Jr P.F 4 20- -•,ASY/0 FLORIDA u..a 46 5 SHEET pill,, d` L/SIGNATURE/DATE OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES _8 9 & LOCKERS at W f C1� HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 16 INSTALLATION III HV BLADE OUT IN ��°�"""� W/ HD CENTERMATES lU i MADE 0 SUCK DETaL HK,wOKwTEo ON SHEET e, AS WELL AS VINERS L� FLOATING MADE®DETAIL HDD-KM,n®n©•Owbw 10•®w INDICATED ON THIS SHEET.MAY HE USED WITH 116 ALTERNATE L 10 ®w IN5TALIATION DETAIL HVG SHOWN N IRIS SHEET. SEE END WALL CONNECTION DETAILS ON SHEETS 'I � ®•Ow©•�wO•©w (sow-Te Aum7 ALw. 35, ANGIE W/f21 I/av TAPCON s/e• °'Il '® — 35 64* (oPrroNaL)ANON D CON[RETE (OPDDNAL) a-( ) (TOP/EOITON)& L----- -------------- ---- `�='�`- 3 --- -- r{ (a)P1W1/2•S.LLS.TO IUEE , //;'/,O.]/a•SAS.012. ---©----�----(--�--------- r I AT 2-S AS.TO(TIP) I C.FULL IENGMT. * IN (4)H.V. IN { H.V. YH.]FPAIUDDN e 5 �° 3D HV "T" � PINS(M.) PINS(TYP.)`/ e— LOCK INSIDE 1Q '-6� 7]/� " —I (a�L�+) ---- -------- — -- - -- - - - - � I /a. \ g 1O� 28 i 29 1 1 e 5/e•t ]]�• Ve \ 5 �© OUT 31 oR� I g3 ' 31 OR 32 31 oR 32-/ 31 OR 32 �tJ * 35 �c `--1/4" 0-20 x 1 1/2" S.S.M.S. u� 35 (OPTIONAL) SEE NOTE B FOR HV LOCK 3�, * `-' w/ 7/a"0 x 3/32" wS.S.M. . (oPnONu)HDB—HVB OUT HDC—HVC 'i'LOCI(.ON SHEEP S. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) W/ � LOCK (INTERIOR) 'I'SIIeES E44a ALUNINU4 HVG* w/ i3�' LOCK (EXTERIOR) (2024-T3 ALLOY)LARGE FLANGE THIN 6 7"+8 w10• 3w SHEET NU2ERT.PART/OEL �O♦®w©.®w®•®w AS MANUTOW, CTURED 81'AVDENEW ERSEYCHER l O 07054 O PARSIFPENY,NEW JEi6EY / ©'O.©w©•O'®w 0703/OR E011AL. 8•�w O'®w�'®w®'® -11 -© *SEE NOTES ON LOCKNC RODS]�k We LOCKS ON SFEEr 5 �J **u-0tsk MA-C MADEG Dv NDD-MD b VALID FDR ALL Q7NW W6 APPUCA]IDN`+—MME Q HOD—HVD'R' FLOATING STACK FLOWA BUILDING CODE(Non High Velocity Hurricane Zone N 111u11 Wy, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,�� BERTHA HVTIJ ENS P IL E C O �H�. A.S,S,A, Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDW BLADE _ No.441 7 _ American Shutter Systems *: * TILLIT TESTING & ENGINEERING COMPANY Y Ev.x orscMPnoN DATE DRAWN ar. N.P ZO A w53 N.W.D51R SL,Ste.M.WRG NP GARDENS.RDR DA 531E '39oclatIOT1A Inc. 1 OLD 17-107 /2/202 DAT 7/2/2020 E: 's o'•. STATE / PNona:(305)871-153D.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ma O At a: K .cn eceecolm West Palm Beach, I'L 33407 3 20-164 ,5". , to RI ,.;���•� a cA-0008719 �ii, WALTER A TILLN Jr.P.E. 4 FLORIDA U.Y 441E7 s SHEET '''AA''sSIONA 1 EAL/SIGNATURE/DATE E 9 OF 20 SCHEDULE k1 SCHEDULE !f2 SCHEDULE !!3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN' "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ I OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION_ 1 F ND 'NOTES; CENTER MATES. ® &® or or INSTALLATIONS W/ I4 W/ ONE H.V. LOCK ® or ® or or- �® RMATES W & W/ ONE HV LOCKS CONCRETE 0 Y& WOOD (1) L+E MAXIMUM XI U ALL ABLEPRES SPAN NURE RATOR GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or L-: MAX,ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV '7' W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, B. C, D, E, M, N, 0, P, Q. A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) ODS MOUNTING F. K & L R. S, &V. BOTTOM SEE NOTES ,tt (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING CONCRETE MOUNTING & M• I, 11, J T. U, IN & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD A.S.O. - Alto A- DMM- ST TI NS ESA DESGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLODR/CEILING PRESSURE WALL MOUNTING PFtEssID1E DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. MOUNTING Rr1RNG & MTNG FLOOR/CMUNG MOUNTING (P rJ (P.x'L) FLOOR/Cl3LINO MOUNTING RATNG OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (+OR-) (.oR-1 (+OR-) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ In) L-0) L+ III) L-(It) L i (M +L-(ft) L (R) L-(8) MAXIMUM SHUTTER SPAN •L+°OR •L-°FOR 30 OR LESS 16'-0' 16'-0' 16'-0• 16'-0' 30 [14'-10" 6'-o' .16,-0' 30 16'-0" 16,-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14_-10• 14'-10" 15'-2" 1V-0• 35 14'-10" 35 15'-2" 16'-10• 105 psf.A.S.D. DESIGN PRESSURE RATING. Ij�INIMUM DETERMINED SPAN BETWEEN L+'AND L-'. 40 13'-10" 13•-10" 14'-2' 15'-2' 40 '-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 3'-1' 13,-1• <5 13'-4• 14'-3" 'I' HV CORNER CENTERMATE g3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B" 13'-7" 50 2'-5• 12'-5• 5012'-3• 13--1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1' 12'-11• 55 '-10' 11'-10" 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION y2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 11'-4' 114' 11'-7• 12'-4" 6D '-4" 11'-4' 60 10-2" 10'-iI'_ NOTE y5, SHEET 5. RATING: 65 10'-10' 10'-10" 11'-1" 11'-11' 65 '-10" 10'-10° 65 9'-5' 10'-1• DETERMINE: 70 10'-6" 10--fi' 10'-9' 11'-5' 70 10'-6' f0'-6 70 8'-9' g-4' Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" 10'-4' 11'-1' 75 10'-1" 10'-1' 75 tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10• 9•-1 D. 10'-0• 10'-9• 80 9'-IO` 9'-10- 'L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9• 10'-5" 85 W-6• 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5' 10'-1" 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" _W-9'_ 9'-2" 9'-10'_ 95 9'-0' 8'-9' 1— CONNECTIONS TO KEYSTONE MOUNTING LI—= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE (2-- MAX, SPAN FOR FLOOR C 100 W-9• 8'-4• 9'-0" 9'-7- 100 W-9" 8'-4" / FILING MOUNTING 1 MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8"-7' 7'-11' 8'-9' 9'-4• _105 8'-7' 7'-11' 110 8'-4' 7'-7' 8'-7• 9'-2• 110 8'-4- 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7' 1 W-9.8'-4' 115 B'-2• 7•-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+", 'Lx+ "LI AND'Lx-° 8' 11"120 -0' 6'- 8'-2' 8'-9' 120 8'-0" 6'-11' 125 7'-10` 6'-B' 8'-0' 8'-5• 225 7'-10' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 8'-8' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-8• 6'-5" 7'-10" 8'-1- 330 7'-8" 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7--7- 6'-2• r-9 7'-9" 135 7*-7' 6'_2• WIND ZONE MINIMUM SPACING. 140 7'-5• 5'-11" '-i r-6" 440 7-s' 5•-r1• ASTM E-1996 SEPARATION 145 _ 7'-3• V-9° 7'-5• 7'-3" 445 7'-3• 5'-9• TO GLASS 150 7'_2' S'_7' _4 _a 7'-0' 150 77-2" 5-7' 155 155 7'-0' 5'-5' 7'-2" 6'-9' 155 7'-0• 5'-5• 1 THRU 3 160 6'-11• 5'-2• 7'-1• a-7' 660 6'-11' 5'-2- 165 W-10• 5'-1' 7'-0' 6'-4" 155 6'-10' S'-1' _ 170 6'-9° 4•-11• 6'-11" 6'-21 170 61-9• 175 6'-7" 4'-9' 6'-9" 6'-O' 175 6'-7" 4'-9" 18 6'-5• 4'-B' 6'-B' S'_,0' 885 _ 6'_6" 4'_B' - 0 H V BLADE 185 6'-5" 4'-6' 6'-7"- 5'-9•- 1 85 _ fi,_5• —4'_8• 190 6'-4• 4'-5' 6'-6' S'-6" 190 6'-4' 4'-5' 195 W-3' 4'-7 6'-5" 5'-5- 195 6'7 3" 200 8'-2' 4'-2" 6'-4' 5'-3° 200 6'-2• 4'-2- 205 1 6'-1' 4'-1• 6'-3"-" 5•-1 205 6'-1" a'-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' AW) ((A+'(UfLffl7 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. / BERTHA HVTM ��rkcO -H,. A.S.S.A. Accordion Shutter System ' H.V. aADE#1 w/OR w/o H.V. WINDOW MADE No.i I 1 - AmeHcan Shutter Systems qEV@ No DESCRIPTION DATE DRAWN 11r:MULW. G. TILLIT TESTING & ENGINEERING COMPANY Assoclatlon. Inc. I OLD 17-107 2/20 DATE: 7 2 2020 OF CC Phone �a/ 0355 N.W.36th.St.,Ste.305.VIROINN GARDENS,FLORIDA 1116 / // o' STA :(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 'p r o-mail:tilttuo6eol.eom DRAWING No OF•. F�0 LOP Ct, G—OOOfi719 West Palm Beach. FL 33407 3 2()-1 64 '//i��tS•'•... •,.••AGM WALTER A.TILLIT Jr.P.E. 4 /SIGNATURE/DATE FLORIDA uG.a 44167 6 SH11 OF 20 MA)UMUM ANCHOR• ca�r•1NG fln 1 SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. n D. DESIGN NEGATR'E PRESSUR Re71NG AND A CORRESPONDING MOUNTING TYPE FOR CONGRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE Is.uouNrwcs A.B,c,D u+D 9N SHFEr a POURED CONCRETE CONCRETE BLOC( TAPCON OR A WALL HEADER MOUNTING A WALL HEADER MOUNTING D WALL SILL WMING D WALL SILL OUNTING C& WALL HEADER/SILL TAPCON WITH ADVANCED WI/ W,/ ®WALL HEADER MOUNTING Iy/ W/ 4 MOUNTING THREADFORM TECHNOLOGY SPSPAAN (R) AS.D.DMEN Nmgw Pf65511RE R99lC_ _ A6A 0E51f9+NEPAI7+E PF5591f2 R1I9G _A5D.am 7 MMK PR14u7S RA7IN: Aso.DESK+NDRNE PItD'�PAIlG ASD.DM=NEIi4NE PFEWM RA1@✓r+(p_il AS.H MS M♦ffWA'T PMIRE wwc ALL POINTS SOLID-SET 30 40 60 75 80 120 160 2D5 30 10 6p j75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 BO 75 9D ,20 IBo i% 30 40 60 75 9D 120 160 ZDS 30 40 80 75 BO 120 160 205 BLUE TAP 14 12 10 8 8 8 6 3 74 12 10 9 B B 6 6 14 12 10 9 8 8 6 14 I2 10 8 e 0 8 - 14 12 10 9 8 8 6 SS 8 8 B 8 8 8 7 5.5 TAPPER+ r4-. 14 t2 10 9 8 H 8 6 14 12 10 9 8 B B 8 14 12 LO 9 e H 6 6 14 l2 10 9 H 8 e 8 14 12 ,0 @ H e e 6 B B H 8 e B 6 8 14 12 70 9 E e 6 5 14 12 10 9 0 8 8 fi 14 11 1D 8 8 8 8 8 14 12 10 B e 0 6 ] 1, 12 10 9 B e 8 B e 8 eB6514 12 10 9 B 8 8 e 14 ,2 1D 9 e H e 8 14 12 10 B 8 e 6 6 14 12 10 9 8 8 B - 14 12 10 9 e e 6 8 B B B 8 B 8 B 774 12 10 9 e B 8 4 14 12 f0 B H B 6 B 14 12 10 B B e e H 16 12 10 9 8 7 - - 16 12 10 9 8 8 e 8 7 5.5 4° 14 12 10 8 B 8 6 4 14 12 10 0 B B 6 6 14 12 10 9 B 8 8 fi 1412 l0e eB e B14 12 10 e B 8 4.5 - 14 12 10 9 8 B 8 4 14 ,2 tD 9 B E 6 e 11 12 10 9 e 8 - - 14 12 10 9 B B e e B e e 8 B eb 514 12 10 9 B B 6 4 11 12 10 9 e 0 6 B 16 12 10 9 B 8 B 6 14 72 10 9 H e - - 1{ 12 10 9 B B 6 - 8 H B B e e 7 5.5I4 2 1 9 e 0 4S - 1♦ 12 10 9 H e 6 ].5 14 12 f0 9 B 8 6 fi 74 12 70 T7.5 - - - 14 12 10 B 7.5 55 - - e 8 B B 75 55 4 7 SEE ANGHOR5-0° 14 12 10 s e 8 4S_ 14 ,2 f0 9 e 6 6 3.5 14 f2 10 9 e a e B 14 12 10 7 = - 14 12 10 9 e 6 8 = 8 B e e e6 8SPECIFICATIONS ,4 12 10 9 B SS - - /4 12 f0 9 e 8 1.5 - 1, 12 f0 B B B e 5 1, 12 10 3 - 14 12 10 B 8 7 H B 8 8 85 4ON SHEET 13 14 12 ID B 8 B 4 - 14 ,2 10 9 B 8 0 35 14 12 10 9 8 8 8 6 14 /2 10 - - - 14 12 10 9 B 75 H 7S SS 4 14 12 10 B B 35 3_ - 1i 12 10 9_ 8 B /.5 - 14 12 10 9 8 B_ 8 8 14 12 B5 7S 4 - - - 14 12 9S 7.5. 35 6•-0• 14 12 10 9 8 55 ^_14 12 10 9 e e 4.5 - 14 12 10 9 8 B e 6 14 12 10 9 8 4 - - 14 12 f0 9 8 8 4 = 8 8 8 B e 8 8 75 74 12 10 8 8 3 - 14 12 10 9 8 8 - - 14 12 10 9 8 e 5.5 ].5 14 12 10 9 4.5 - - - 14 12 10 9 75 4 B 8 8 H . 55 4 ] 74 12 10 9 e 5 14 12 10 9 8 8 4 - 14 12 10 B B B 6 5.5 ,4 ,2 10 9 5 - - - 74 12 10 B 8 4S - - B 8 e 8 8 B 4.5 e / - it 12 10 e 8 6S 3 - 14 12 10 9 8 6 e - 14 12U15.5 - - - - 14 12 H 8.5 55 - - _-_ B B 8 6.3 9.5 4 3 7•-0° 14 12 10 B 8 4 _ 14 12 14 12 10 9 0 8 6 14 12 e - - 14 12 10 8 7 8 8e H B4 l2 0 f.S - - 14 l2 10 9 0 4 14 12 10 9 8 7 4 - 14 12 _ - - - 1{ 12 10 H 6.5 - _ He B 6S 5 J.S 14 12 10 9 75 75 - - ,a 12 10 9 e 6 - - 14 12 10 9 S 8 6 - 14 12 - - - - 1{ 12 10 8.3 7 14 12 f0 B 5.5 J - - 14 12 10 Tit: 4S - - 14 12 10 B e e - - 14 11 7 - - - - - 14 11 7 5.5 3.5 - - - 8 e 7 5.3 4.5 J5 - 8�^0° 14 12 10 9 Sb - - 14 12 10 45 - - 14 12 10 9 8 6 —I- 14 12 10 7 4 14 12 10 9 B 3 = = B B 8 e 8 7S 7 4 ♦SEE LIMRATIONS OF USE FOR 14 12 10 5.5 3 - 14 11 10 - 14 12 10 9 B 5S - - 14 12 8S 3 - 14 17 B.5 7 BLAOE 1A ON SHEET 19 4 12 10 e 5 - 14 12 10 4 - - 14 12119 e 0 8 - - 14 12 95 - - - - - 14 12 9.5 7.5 4.5 - - - 8 e 0 7b 8{5 11 12 f0 8.5 ,.5 - - 14 12 70 T97716 - - - 11 12 508 - - - 1J 9S 4 - - - - - 13 83 eS 5 - - - - 8 B 6.51 5 4 3_0° 14 17 10 6.5 1 - 14 1T 10 12 ,0 - - 11 12 10 5 - - - - 14 12 10 B 3.5 _ -14 12 HS 4 - 74 12 ,0 - - - 14 12 10 D 7b - - - 14 11S 4S - - - - - ,4 11S 7.S 6 - - _8 8 7.5E 5 4 74 12 10 e 4 14 12 ,0 - - 14 12 lD 9 B - - - 14 12 5 - - - - 14 12 B 8S - - - - e e e BS 5S 4 - ti 12 95 5 3.5 - - 1♦ ,2 10 9 35 - - 1'. 14 12 10 1 9 B - - I- ,.S fly - - - - - - 15 H.5 551- - - - e 8 55 4S S.5 - - 74 12 9S 5 JS - - 11 12 1D 9 5b - - 14 12 ,0 9 8 - - - 14 12 7 - - - - - 14 12 10 7S 8 10•-0° 74 12 53 ] - _ -_ - 14 12 10 e 3 - - 14 12 10 8 _8 - - - 141pS 3 - - - - - 1, 10,5 7 35 - - - H a 7 S.5 4S 3.5 1i 12 B 15 7 - 11 12 10 9 3 - 12 10 8 8 - - 4: 14 11 7.8�- - - - H B 7S 8 5 - -I-- 14 12 7 - 14 12 f0 - - - - - 14 12 10 - - - - - OS 8 - - - - - - SOS 8 5 - - - - e B 5 - 14 12 7 - - _ - - 14 12 10 - - _ - - 14 12 10 - - - - _ 14 12 5 - - - - - 14 12 ,0 - - - - - 8 8 8 8 8 7 35 11•-0° 14 12 4 - - - - - 14 12 10 - - - 1{ 12 1D - - - - - 25 9.5 - - - - - - 2.5 B.5 8 - - - - e B 8 5 4 3 - 14 11 8.5 - - - _ - 14 12 10 - - - - 14 12 10 - - - - 14 105.5 4.5 - - 14 12 SS - - _ - 11 12 10 - T= - 74 I2 10 - - - - 9.5 7 - - - - - - 95 7 SS - - - - 8 7 1.5 ].S 3 - - f{ 123.5 - _ _ - 14 12 ,O - - - 14 12 f0 - - - - 14 12 4 - - - - - 14 2 10 -12•-0 14 12 J _ - = 14 12 e - - - 14 12 f0 - - - - - 1.5 B.5=_ - - - - IIS ES 4 - - - - - 8,< ,2 5 - - - - - 14 ,2 10 - - - 14 ,2 10 - - _ - - 2.5 9.5 - - - - - - 135 9.5 ..5 - - - - H e 6 5 , - HV BLADE OR C1� HV BLADE 1♦ 12 - - 14 12 _ _ _ _ _ _ 14 12 _ _ - _ _ _ 9 BLS - _ _ _ _ _ g g,5 _ - - _ _ _ e BS 4S 3.5 3 - __ 13•-0• 14,2 _ - - - _ 14 12 - - - - - - „ 12 - - - - - ,. 12 - - - - - - 1L 12 - - - - - - B H B H B I{3 - - W1 11/'•l, HV WINDOW BLADE 14 10 - - - - _ - ,4 12 - - - - - - ,4 12 - - IOS SS - - Or' 8 - e B S 4 SS _ 14 12 - - - - _ _ ,4 ,2 - - - - - = „ +2 - - - - - - ,,.3 —b B SS 1.5 - _ _ = WORKING IN UNISON 14 12 - - - - - - U 12 - - - - - = 14 12 - - _ _ - 8 3 - - - - —- e �7F - - - - - = e 8 4 3 - - 14 12 _ 14 12 _ _ - _ _ _ 14 12 _ _ _ _ _ _ 14 9 _ _ _ - _ _ li _ _ _ _ _ _ B H 8 .3 7S ♦14�-0° 1{ 7 - 14 12 - - ,1 12 - - - - - - 10 4 - - - - - - 10 - - - - - - 8 7S S 4 !4 11S - _-_ _l4 l2 _ _ _ _ _ t1 12 - - - - OS 4 - - - - - - ,0.5 - - - - - B B 5 4 - - - - 14 - 15•_0•14 - -- _ - _ _ = 14 - _ _ - _ _ _ 1+ _ _ _ _ _ _ _ g _ _ _ _ _ _ _ a _ _ _ _ _ _ g 7 - 14 _ _ _ _ _ _ = i4= _ _ — _ _ _ _ _ _ _ 10 _ _ _ _ _ _ _ Ip _ _ _ _ _ _ _ B 7.5 5 4 _ - - - I4 I4 r 7 5.5 3.5 _L 16�- 0• 14 — - _ `` 14 - - _ _ - 14 - - - - - ,4 - - - - - 14 - - - - - B B B14 - - - I- - 14 - - 14 - - - - - - - 9.5 - - - - - 8 87 .5 J-5 - -14 - - =FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. (;I III P'''� ®TDZD 79.TECA,INC. BERTHA HVTM EN �9= A► Accordion Shutter System I L E CEO i N c. ■ ■ ■ ■ RV. BLADE#1 W/OR W/0 FLV.W1 VOW 3 ND.441 Tom' �__ c' TILLIT TESTING do ENGINEERING COMPANY American Shutter $yeteTr,3 6v.N DEscRlrnoN A DRA%7+ /P *: * �LC7 Association, Inc. , OLD ,7-,07 1 z zoz DATE 7 z zozD 8159 N.W.36,N, 5)7j 353,VIRPNMF..G(305+5.1LOODA-153 3316 4268 Westroods Drive z 's-o''•, STATE ?�c LO Ptwna:(305)871-1530.Fas:(305)871-1531 DRAWING No e-moll:tiR..,00d.wm West Palm Beach, FL 33407 3 2Q— 64 CA-0006719 4 ♦ �''••.,,,,, ` WALTER A TfLLIT Jr.P.F- ���''aSS�ONAL��E4`\\ FLORIDA Uc./1 44167 3 SHEET '�ui ,ktl�. SEAL/SIGNATURE/DATE fi 12 OF 2O MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A S D DESIGN NECAl1VE PRESSURE RATING AND A CORRESPONDING MOVONG TYPE FOR CONCRETE OR CONCRETE BLOCX INST)LAEDNS (SEE MOUNTINGS E 0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POW7ED COND EIE/CONI70.1E HOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.1'e-3 ksQ UQUIN EQWALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL.(grin.1. 3 ksi) SYAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f'c=3 ksi) (ft) _D.DESIGN NTGUAE PRESSURE PIING(pejA.S.D.DESTGi NEQOI E MSSI E kSD.DESIGN NEGMK PRESSURE RUING(w) -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c-2 kai) 30 40 60 76 90 720 160 205 JO 4D 60 75 90 120 160 205 30 40 60 75 90 120 160 20 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f c-3 ksi 14 12 10 9 8 8 5 5.5 14 12 10 9 8 B 6 6 14 12 10 9 B 0 6 8 ( ) THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 14 12 10 9 0 0 8 6 I{ 12 10 9 B 0 6 6 ALL POINTS SOLID-SEE NOTES: OR LES 14 12 10 9 8 8 6 6 14 12 f0 9 6 8 8 8 14 12 10 9 8 B 6 5 BLUE TAP W/CAP A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 ID 6 8 8 6 7 14 12 f0 9 s 6 6 6 14 12 10 9 8 8 6 6 ANCHORS IS 1 3/4,AND FOR BLUE TAP W CAP ANCHORS IS 1 1 14 12 10 B B 7 SS ].5 14 12 10' e 8 8 6 6 14 12 10 9 B 8 6 5 TAPPER+ / /2•' 4'-0' 14 12 tD. 9 8 8 6 6 14 12 10 9 5 a 6 B L 12 10 9 8 6 6 5.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT T4 12 10 9 B a 6 4 14 12 10 9 9 B s 4.5 14 12 10 9 8 B a J5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND f4 12 7D 9 a 0 e 4.5 14 12 f0 e 8 e e 5.5 11 12 10 9 e e 6 43 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 iD B 7.5 5.5 33 - 14 12 10 9 e B 8 5 14 12 10 9 8 7 5.5 4 4`SFE Uuffg S Or u1SE 9 FOR 14 12 1D 9 B 8 6 6 14 12 10 9 8 6 6 5.5 14 12 .0 9 8 8 . 4.5 BLADE 1()A ON SHFFT 19 5'-D' A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR, 14 12 10 6 e 7 4 - 14 12 10 9 8 6.5 s 3S 14 12 10 8 85 5 ].5 J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 B 75 4.5 - 14 12 10 9 B e B 4S 14 12 10 9 e e AS 3.75 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EITS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.s 73 Bs 43 - - 14 12 to B a 7.5 35 ♦ 14 12 10 __9 e 6 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 e B 6 - 14 12 10 9 B B 8 5 14 12 10 e 6 85 5 J.5 6'-0' 14 12 10 9 73 55 3 = 14 12 10 5.5 7 5.5 4 3 14 12 8 6.5 SS 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 a 8 - 14 12 10 9 8 8.5 5 3.7514 12 10 8.5 8 5 4 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 12 8 BS 55 3 14 12 10 9 8 6.5 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 9 E 6 - - 14 12 10 9 8 7 5 4 14 12 10 0 7.5 IS 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 5.5 4 - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 SS 4S JS - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 ta. to 83 7 4 141 12 10 6 75 53 4 14 12 9 7 7.5 4.51 OTHER APPROVED LICENSED OR AUTHOFUZM VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 1 7 55 45 - - - 14 12 10 9 75 55 4 - 14 12 9 7_ e {S 3 - NCIIX: 14 12 10 e 8 8.5 - - 14 12 10 9 B B 4 - 14 12 10 B 6.5 5 3.5 - 14 12 6.5 7 33 3 - - 14 12 8 BS 38 1 J - L_9.s 6 5 4 J - _ 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7S e - 14 12 9S a BS 5 - 14 12 B e es 4 _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3S - - 14 12 10 a 8.5 .9 - - 14 12 a 0.1 5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLJD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 9 8 - - - 14 12 10 9 75 {5 - - 14 /2 55 7 SS 4 _ 9'-0' f4 715 75 8 4 - 74 11 7 SS 5 35 - - 11 B 55 4.5 5.5 - EMBEDMENT INTO STUCCO SHALL BE PLRMfRED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCD - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 5 6S &5 - - 14 12 8.5 7 55 4 - 14 10.5 7 S.5 6 45 11.51&5 SZt 4 1- I- - - 14 12 B 7 e 145 - - 14 71 7 5.5 45 35 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10.-0' 14 12 10 9 7.5 - - - 14 12 10 8 65 5 _ - 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 IS.- 7 5 JS - - - 13 9.5.6.5 5 4 J = 10 7.5 5 4 ] _ NOTES ELI)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7S S5 - - 14 11.5 9 6 5 4 - 115 9.5 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 8 5 14 12 8 65 &S 4 13 10 6.5 5 _4 3 11'-0'14 12 to - - - - - t4 T2 9 7 6 4s - - 14 ILLS 7 5b 4.5 35 - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - - - - - 12 9 6 4S 4 3 - - 9 7 4.5 3.5 3 - 14 10 7 - = 14 10.6 7 5b 4.6 - - 1.5 05 5. 4.5 3.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. EIS 7 4.3 - - - _ - 14 115 73 o 5 12 9 6 4.3 4 - - 12'-0' 14 12 10 - - - _ - 14. 12 8 65 5.5 - - - 13 10 8.5 5 4 - - = EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1.5 BS 4.5 - - - - 11 8 55 4 KS - - - 5 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9.5 B = 73 9.5 6.5 5: 4 OS 6 5 4 BY MULTIPLYING SPACING SHOWN'ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 5.5 4.5 - 11 BS 5-5 4.5 J.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - 11 11s 7S s s - - - 12 B B 4.5 4 _ - - FACTOR T3'-0•-- - - - 10.5 5 - - - - - - 1D -5 s 4 J - - - 75 55 4 6 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 1Y.5 ss - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP B 6 - - - - - - 13 9.5 B.8 5 - - - - 0S 73 S 4 - - - - 1 HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING I4 12 - __ - - 14 10.0 7 5.5 1.5= - _ = E.D. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING J' 3 3/4' 4' 9 7 4.5 SS - - - 7 6 3.IS HY BLADE W1 POURED CONCRETE& POURED CONCRETE @1,70.1E BAD( POURED CONCRETE& POURED CONCRETE&poJRED O7tu3TE I74L(REIE eLoac 1.5 e - - - - - - It 8 5S 4.5 - - - 0 6.5 4.5 - - - - CONCRETE BLOCK M01 M-3 1/Y l4l E0..2 1/2' CONCRETE BLOCK CONCRETE BLOCK WL E0..3 1/2'CO EVE DICK 12 9 5 1- - - - - 9.5 7 4.5 - - - - - V W NDOW 'L E0.•Y Mil EA.-3 1 2" MN E0..Y 15'-0• 14.- - _ _ _ _ _ 3.5 m 6s - - - "- - as-13- s - - - - BLADE -WORKING 2��2. 1_° - o.BD i o o.7s T_o _ o B7 84 �.o 6.5 5 3 - - - - - IN UNISON ® _ TO = - 1D.5 e 5 =es 6 4 2; 0.71 _0.51 _ - 7 _ _ _ _ _ _ _ I1.5 8.5 5.5 _ _ _ _ _ 9 6.5 45 - _ _ _ _ 1 3/4' - 0.91 _ _ - 0.43 - 16'-0' 14 - __ __= 2"6 9.5 9 _ _ _ _ _ 10 7.s 5 _ _ _ - _ _ _ e 8 8 4 6 as] 1 1/2' 0.35 0.35 - - - FLORIDA BUILDING CODE(Hon High 'Velocity Hurricane Zone `Nyll�1111111 '114f7 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. K..:. BERTHA HVTM p. S Accordion Shutter System �L No.44 67 E C ® 1-c ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: UP STATE F 6355 N.W.36th.SL,St..305.MRCNIA GARDENS.ELORIM 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 9'. PI (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING Na FCORI P.'`�' moll:9lte<o®pol..om West Palm Beach, FL 33407 J 20-164 CA-0006719 4 81ONIA R E?```EAL�v /SIGNATURE/DATE WFLORIDA U.8 44167LLIT Jr. E s SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GIVEN MAX, SHUTTER SPAN, A.S.D DESIGN_NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR oN. cr I I e RETE BLOCK h IN_. TION (SEE MOUNMICS Ir J.N e:L ON SHEET 7) POURED CONCRETE POURED cCREiE��BLOCK ANCHOR SPACINGE.END I AUK OVER h 11 TREFICH JQ �I NAimfU� MQu.YTLN RAINWARD MOUNTING (g)WALL/FLOOR MOUNTING (E)WALL/WALK OVER MOUNTINGSPANDEMN NDV06E PFSSR ME WINS(plf D.DMM WANE REMM R91118(p11 130 WNW.MIEN NW PRESSURE RATING AIIYE.DOGN NEC PRESSURE RMG(pd TAPCON OR >0 1 20 30og0 TAPCON WITH ADVANCED 075902060 1BO 205J 40 80 120 HREADFORM TECHNOLOGY 40 60 7 9 12 80 205 JD40 �142 10 9 8 8 B 8 12 12 12 12 12 15 85 8.3 7 7 7 7 7 7 7 5.5 5 55 5 5 S 5 8ALL POINTS SOLID-SET 3'-0* 2 10 9 a6612 12 1212 12 12 B-5 7 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5 5R 1E55 2 10 9 8 B 6 B t2 12 12 12 0.5 5 5 4.7 7 7 7 7 7 7 7 sS 5 s S 5 S 5 5 5 BLUE TAP 2 10 9 B 85 6 12 12 12 12 112 110 75 8 7 7 7 7 7 7 7 7 S 15 15 1 6 15 5 5 5 TAPPER+ 14 12 10 9 8 8 B B 12 12 12 12 1.5 e5 e.5 S 7 7 7 7 7 7 55 4 5 S S 3 S 3 B { 4r_0. 14 12 10 B 5 B 6 B 12 12 12 12 12 9S 7 55 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 12 10 9 B e e 6 121 12 9.5 a 6 4.5 3.5 7 7 7 7 7 7 6S 5 5 5 3 8 S 5 5 5 14 12 10 9 8 8 6 8 12 12 12 12 10 7.5 5.6 4 7 7 7 7 7 7 7 SS 5 15 5 5 5 5 5 5 14 12 10 1 9 e IS a 6 12 12 12 Ti- 9 7 S 4 7 7 7 7 7 55 4 3 5 S S 5 S 5 4 3 5,-0' 14 12 10 9 8 B 6 s 12 12_12 12 10 7.5 5.3 4 7 7 7 7 7 7 7 7 5 5 S S 5 5 S S 14 12 10 9 B 8 8 g 12 12 85 7b 6 4b S5 - 7 7 7 7 7 J 5 3.5 6 5 S S e 5 S 4 N 12 10 B 9 a 8 fi 12 12 1z 9.5 8 5 4-s = 7 7 7 7 1 -7 y5 4 5 5 S S 5 5' 5 s * SEE ANCHOR 14 12 10 9 8 B e 6 12 12 15 9 75 SS 4 J 7 7 7 7 7 45 3.5 - 5 3 S 5 a 4.5 3.5 - SPECIFICATIONS 6•-0• 14 12 10 9 B 5 6 g 12 12_12 12 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 e e 6 12 12 e 6 5 4 ] 7 7 7 7 7 SS 4 5 5 5 5 5 S 4 3 14 12 10 9 B e 6 8 12 12 t0 B 6.5 S 73 - 7 7 7 7 7 8 45 - 5 5 5 5 S $ 45 - 14 12 10 9 8 a 6 6 12 12 10 B &5 S 3S - 7 7 7 _65 Sb 4 5 S S 3 5 4 3 7•-0' 14 /2 10 9 8 8 6 6 12 12 12 65 7 3 4 3 7 7 7 7 7 7 7 6 5 5 5 3 5 S 9 5 14 /2 10 9 8 8 s B 12 10 e5 5 4S 7 7 7 7 7 6.5 5 3 S 3 S 5 3 3 35 3 14 12 12 5 e B 5 6 12 1z BS 7 s.s 4 - - 7 7 7 7 7 5 = - 5 5 5 5 6 s 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 5 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 45 J - - s s 8 5 45 J3 - - PSF A.S.O DESIGN PRESSURE 11 12 10 9 e 8 6 - 12 12 05 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 S e S S 8-0' a 12 m s e` e 6 - 12 9 6 4.5 4 s - = 7 7 7 7 sb 4 - - s e s 3 5 4 3 - RATING & FOR SPANS PER 1{ 12 10 B e e-2 = ,2 t1 7s e s 175 - 7 7 7 z5 6 'K - -5 s 5 5 54.5 SCHEDULE #3, SHEET 11 14 12 10 9 a 8 - - 12 1.5 75 6 5 3.5 - - 7 7 6S 5 4 3 5 5 5 4 J B._0. 14 12 10 5 0 e - - 12 12 95 eS 5.5 4 5 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 B a G 0.5 a a 4 J5 - 7 7 7 8 5 3S - 8 5 5 5 S 4 S 14 12 10 9 8 8 - 12 10 6.5 5 4S - 7 7 7 6.5 5.5 - 5 5 5 5 S 4 14 12 10 9 9 6 - - 12 US 7 5.5 4S 3.5 - 7 7 SS 4.6 JS - S 3 5 4.5 35 - 10-0`14 12 10 9 B 8 - -12 11 8.4 6 5 3.5 - = 7 7 7 7 7 7 4.5 - 5 5 5 5 3 5 e 45 14 12 10 B 8 e - 95 7 45 3.5 3 - - - 7 7 7 5S 4.5 - _ 6 3 1 5 5 45 3.5 - 14 12 10 B B 8 - - 12 9 6 5 4 7 7 7 6 9 5 5 3 {S S 14 12 10 B 8 8 - - 12 9.5 6 S 4 3 7 7 3 4 3 5 5 5 4 !b - 1{ 12 10 9 8 8 - - 12 10 7 5.3 -4_5 13 - - 7 7 7 7 7 7 3S - S 3 5 S 3 S 5 4 11-0�14 12 10 9 B 5 - - e.5 SS 4 3.5 ! - - - 7 7 8 3 4 - - - S S 3 6 - ,,4721G B 85 _ _ , 03.54 - _ _- 7 7 .535 _ _ 5 5 3 S4-y _ _ _ 1� HV BLADE ONLY 14 12 10 9 B - - - Ib B.S f43 3.5 - I- - 7 7 4,5 35 - - - - 5 5 4S 35 J - - - 14 12 10 9 5 - - - 12 B.5 4 3 - - 7 7 7 7 7 6 5 - 5 5 5 5 5 5 4.3 35 12-0�10 12 10 B 9 - - - 8 6 7 7 SS {S 3S - 5 5 5 4.5 4 J 14 12 10 9 B - - - 12 7.5 - - _ - 7 7 a 5 -14 12 10 9 a - - - B S.5 - 7 iL5 45 3.5 - - - - 5 S 4S 35 3 14 12 f0 9 8 - - 1S aS 3S 3 - 7 7 7 7 7 4S - - 5 3 SS 3 5 4S 3b 12 10 9 a - - - 75.5 - - 75 J5 12 I2 10 5 a - - - 9 7 - - - 7 7 s5 IA - S S a 6.3414 12 10 9 - - - - 10 75 3 7 6 4 3 S 5 4 314'-0' 2 10 9 - - - - .0.5 B 3.S - - - 7 7 7 7 7 4 - - 5 S S 5 5 S 4 3 14 12 10 9 = - C5 5 _ _ 7 7 y SS - _ 5 5 5 4 11 12 10 B - - - - as &5 4 7 7 S 4 S S S 4 - - - 14 4S 3S 3 - - - 7 5.5 3.5 - - - - - 5 5 35 J_ - - - - 15-0�14 12 10 - - - - - 10 7.5 S 4 3 - - - 7 7 7 7 7 Jb _ - 5 5 S S 3 3 4 3 U 12 10 - - - - - 8 4S ] - - - - 7 7 4.5 3 - - 5 5 {.5 3S - 14 12 10 - - - - - 8 B 4 7 7 3 - - - 6 5 5 ! - - 14 12 10 - - - - - 8.3 6S 4 35 - - - - 7 SS 3.5 - - - - 9 5 J5 - - - ff- 16'-0'14 12 10 - - - - - 0.5 7 a5 3' 7 8 3 - = S 3 S S e 65 r]5 - 14 12 10 - 8 45 3 - 7 B.5 4 5 5 4 ]9 - 14 12-f0 7b 5-5 75= - _ _ - J 7 {.5 = - _ _ = S 5 4.5 - - = = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone At � 7p 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM F I L E C O h A S,S®A, Accordion Shutter System No.44167 H.V. BLADE y1 W/OR W/o KV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN 8Y: MP �'• � 2a 6355 R.W.36m SL,stt.303.VIRGIMAssociation /2/2 DATE: 7 2/2020 STATE F i�'• Ph-:(305)871-1530.Fa::(305)87I-1531 4268 Westroods Drive 2 �.<''• F�OR1 ��"" a Q!tnt«40om.wm West Palm Beach, FL 33407 s DRAWING No %ji FS+s••••,•• •� ` WALTER A LUT1 Jr.P.E. 4 20-164 T7j7nF40N IA,, N!%%SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5 SHEET 6 14 of 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a fa AND CORRESPONDING MAXIMUM ANCHOR SPACING (in-) SCHEDULEFOR A GIVEN MAX SHL�R SPAN NEGATIVE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !EE3 L_J B !E�-T Fi AT E- SOUTHERN PINE No. 2 W MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N o. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. 0=0.43 W/ MIN. G=0.36 t/PLYWOOD DX pp2ppUWu/�MINFlR W�5, FIR NORTH FIR SOUTH w0i AIIN.G-0.50 W/ MIN. Gm0.43 W1 MIN. G=0.36 SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COUNG MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M. N. O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S &v 03LR IW.E RFIDiE (pQ RSD1 IUM RE9FI RM"IFL) oR011i H®H ME W OW MM R4S91E PA➢6(� D✓I®WEDEE RR K ROIE(p M WK PHM ROD G4 SL Ow MIAEF PMEE MR;(T� D.Ma ex pow wX[p Q IW1 am mm m m AED"N EM RMK PAD M 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 80 75 90 OS 30 40 60 75 90 OS JO 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS -0'OR LE55 12 10 10 9 8 8 6 6 6 fi 6 6 12 10 10 9 8 0 6 6 6 6 6 6 12 10 1019 8 8 fi 6 8 fi 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0• 12 10 10 9 8 8 6 6 6 6 6 b 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'�• 12 10 10 9 8 B 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 fi 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0• 12 10 10 9 8 6.5 6 6 6 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 J.5 6 6 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 T-0• 12 10 10 9 6S 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 J.5 8 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 1 O. 12 12 12 0.5 8.5 7.5 B'-0' 12 10 10 7.5 4.5 3 8 6 6 5 4 3.5 12 10 10 6 3.5 - 8 6 5 .5 3.5 3 12 10 10 4 -_ 6 6 5 .5 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 .5 si 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 _ 6 6 4.5 4 3 3 12 10 4 3 - _ 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 .5 10'-O• 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 - 6 5 - - 12 12 t2 12 1.5 B.5 12 12 12 10 8.5 7.5 12 12 9 7 6 5 12 10 5.5 - 6 6 4.5- - 12 10 4S- - 6 5.5 3.5- _ - 12 10 - 6 5.5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - 6 6 4 - - 12 10 3.5- - 6 5 3.5- 12 10 - - 6 5 3.5- - - 12 12 12 1.59.5 B 12 72 11 BS 7 6 12 1.57.5 6 5 4 13'-0• 12 10 6 6 - 12 10 - 6 4.5 - - 12 7.5 - - - 6 4.5 - - - 6 4.5 - _ - 12 12 12 10. B.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 _ 14'-0' 12 10 - b 5.5 - - 12 7 - - 5.5 4.5 - 12 7 - .5 4.5 - - 6 3 _ - 12 12 12 9.5 8 6 12 12 9.5T5 6 4.512 5.5 6.5 5 4 3 15'-0• 12 - - _ - - 6 - - - - 12 - - - - 5 - -_ _ - 12 - - 5 - - - 6 - - 12 12 11 9 7.5 5 12 12 18.517 6 4 12 9 6 5 4 - 16'-0' -:7- - - 6 - - - 12 - 5 1. - 5 6 - 12 12 10 8.5 fi.5 4 12 12 8 6.5 5 3 11.5 .5 5.5 4.5 3S- HV BLADE OR In HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* .s¢uMGAnmRs Gr_roa ©DR 6 GL7,a t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N..2 W/G-0.55(N.D.S) -1/4•0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MDR.1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```\\\\��11!Tr 1111 11%Aim 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY. INC. :..••-• �/A�9,, BERTHA HVTM r�P:�\rEN A S S A Accordion Shutter System 1 L E C O Nc. . . . . H.V. BADE#1 W/CR WHO Ki WNDOW BADE No. 44 67 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y LV.N DESCRIPTION DATE DRAWN BY: M.P *; * 63"N.W.311 SL,Ste.305.W =A GARDENS,f7DAM 3]16 AeeOCiatiOn, Inc. t OLD 17-107 7/2/2020 DATED7/2/2020 ? a. STATE F c j j Phom:(301 Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No FIOR P'\ / ° °°R`un°`°°°°L`°m West Polm Beach, FL 33407 3 GA-DD08719 20-164 FSSION �►``�`EAL/SIGNATURE/DATE vFLORIDA u e 64167 5 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I& HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ 0 L— OR INST 0 S INTO WOOD WITH HV BLADE ONLY SHALL ALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & —1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON �j TAPCON WITH ADVANCED .` THREADFORN TECHNOLOGY I/ J 1/4"m TAPCON OR W/1 1/2'Min.PENETRATION 1/ : TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —x- OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING To EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I MN LASS(SEE 1 1 --(I)OR I (/1 1 (SEE SCHEDULE ON SHEET 15) /I--- _ 1/4.0-20x3/4'S.S.MACHINE 1 S(7EDULE:ON(SHEET -O @1R 16 SCREWS W/1/4'-20 NUTS �—11 FOR BLADE:IDAND I I ® 12'O.C. I ON SHEET 19 FOR Min. E .1 A llltitllt x XISTNG 6 H/�S O do @ a • I i LI �I,I \ FTNISH 7 OPTIONAL T +- w. •d IWALL I u \ I EXLSTING MIN. �_.-� FINISH -=—-- It ---T ... ©�® WOOD �� EXISTING WIN. Q' w t HEADER REOUIRED l'J 0 ®� -- 8 - 1- —2"x4"WOOD 1 4 0 TAPCON OR TAPCON WITH ADVANCED EXISTING I W•SEPARATION I 1 HEADER REQUIRED 'I 1L 1 1 THREADFCRM TECHNOLOGY W 1 1 2' GLASS-1 TD(LASS(� I I p9 I 1O ' I :1 Min.PENETRATION OF THREADED AREA TO L_ SDEDUIE ON SHEET I I y MIN.SFPAI7ATION TO GLASS I T.J EXISTING WOOD HEADER. 11 FOR BADE®AND I I EXISTING —(SEE SCHEDULE ON SHEET 11) i �`'' (SEE SCHEDULE ON SHEET 15) ON BEET 19 FOR G ES(D@(0 I + \•--2'x4"CONT.SILL r-- i--- PLATE REO'D. OM HV LL OHV WALL HEADER INSTALLATION I OHV WALL SILL INSTALLATION EXISTING -- I MIN.SEPARATION TO GLASS I I MIN.SEPARATION TO GLASS t GLASS---I EXISTING -(SEE SCHEDULE ON SHEET III ) (SEE SCHEDULE ON SHEET 11) I MIN.SEPARATION TO GLASS I 1 O EXISnNG I w WOOD�NF--t(SEE SCHEDULE ON SHEET 11) I G J I i GLASS—� I �11+ L 1/4"0- SCREWS S.S. p REO'D. � I��.J ': �'�-1/4'0-20x3/4'S.S. • I MACHINE SCREWS I � U 'MACHINE SCREWS W/ I I I \ I USING 1/4'-20 NUTS WALL L 1/4'-20 NUTS G 12- ® 12'O.C._-� L�J I I D 6 OR FINISH I OR® fff7OR WWP )T I� 4 REO'D. i ' " F. E�E�1'Min. �•y I�/ :I \iv �1'Min. 1/4.0 TAPCON OR TAPCON WITH ADVANCED 1 1 LL"7J' 1 111 111 THREADFORM TECHNOLOGY W/ 1 1/2" 2'x4'CONT. 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED SRL PLATE " Min.PENETRATION OF THREADED AREA TO 1, "'�.1 EXISTING W000 HEADER. L T;� Min. PENETRATION TECHNOLOGY W/1/2' `-'a 1/4'0 N WITH OR jI-SE REO'D. Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL `` '�;�.� (SEE SCHEDULE ON SHEET 15) I'' WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISNNG MIN. 2"x4' 1/2'MIN.CD] THREADFORM TECHNOLOGY SHUTTER ASSELIBLY. PLYWOOD REO'D. W/1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16"O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO i-1/2"MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) suTI ANY INSTALLAnoN. ®HV WALL SILL INSTALLATION LEXISTING MIN.2"x4"STUDS b 16-O.C. MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE DM TONS OF U OF ©HV WALL SILL INSTALLATION F.B.C. BLADE 7gON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY, INC. P•. BERTHA HYTM �I.S�S� A Accordion Shutter System No.441 /777iL37—c—o ,P°` I� KY. BLADE#1 W/OR W/O KV.WINDOW aADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P '�'• STATE 0 6=1 N.W.36111.SL,St-.W5.VIRGU1 CWDEN5,FLORIDA 3318 Association, Inc. 1 OLD 17-107 7/2/202C DATE 7/2/2020 Phone:(305)871-1530.Fm:(305)871-1531 4265 Westroods Drive 2 DRAWING No $O�• (OR�Q a-m R:6n°°°�a°wn West Palm Beach. FL 33407 3 F5;•....... ��roc` °CA-0006719 4 20-164 '''7ry,AS�ONIA�1'�```SEAL/SIGNATURE/DATE FLMDTER A u e ulsi 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & ((A1 HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON OR EO EO 2 MIN. TAPCON WITH ADVANCED 4'x8"(UtnJ EXISTING EDGE(IF APPLICABLE) ~�`•�� "I THREAOFORM TECHNOLOGY WOOD BEAM REQUIRED. ----t-- I I Wj 1 1/2"Min.PENETRATION OF EXISTING ADEQUACY OF THREADED AREA TO 1/q'0-20x3/4"S.S. OF EXISTING WOOD BEAM / IY EXISTING WOOD HEADFA. 1� PHIWPS TRUSS HEAD TO BE CERTIFIED BY ,/ / �____--` — l-EX STING W000 r /7� y{(n• MACHINE SCREWS REGISTERED ENGINEER OR -- -- TRUSSES OR (SEE SCHEDULE ON SHEET 15) WJ 1/4"-20 NUTS SHUTTER I PRIOR TO —'!r EO +�_, 1/2 RAFTER 0 2ED E0 E4 '�® 12 O.C. SHUTTER INSTALLATION. O.C.REQUIRED oR 5 1/4.0 TAPCON OR �- EXIStING SOFFIT utRtt TAPCON WITH ADVANCED ` / j I ��• I 3/4"Max.THK. ,257• THREAOFORM TECHNOLOGY �1'x4'x1 jB"CONT.ALUM.TUBE l iv max. WJ 1 1J2'Mi PENETRATON ] l �14x3J4' -- �, � I / EQ E (6063-T6 ALLOY)W/ '\ I OF THREADED AREA TO ' -i EXISTING WOOD HEADER. r/ ./ ® 6"O.C. u.0 EAC5NIRAFTERGO SCREWS R TRUSS.TO oPrIaNAL l 1 or 1 or 15 .,; I 1 (SEE SCHEDULE ON SHEET 15) _11 or I©or 15 I W �I © O LOCATE TAG SCREWS AT -�_ I I I I MIOWIDTH OF EXISTING WOOD _ IXISTING MIN 2"x4" ----� MEMBER,(2"Min.NOMINAL IXISTING—!I HEADER REOb I I 1 OPEN HOLE AT EACH WIDTH) TI 2'Min. GLASS ��, MIN.SEPARATION TO GLASS EXISTING STUD TO ACCEPT ��(JJJ �. PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) GLASS—I I 5/16"0 LAG SCREW x AREA.VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72pd a I MAX.A.S.O.DESIGN LOAD AND 1 I MM SERA WON I. EXISTING I —;T»wmQ+ N 8'-O"MAX.SPAN.THIS ( TD GLASS(SEE I H GL/15S_- To"A's(3E INSTALLATION IS ONLY VALID US HV WALL HEADER INSTALLATION SAE ON 3itFT _ 13 I FOR��� FOR WOOD W/MIN.SPECIFIC 1FOR BLADE � I I OOR 1�� 'I �ET 10 FRAWTY OF HER AS DOUGLAS WOES(DAIG) _ (j)OR �� OR EQUAL. PINE No.2. 2--MMDUN NGG=DN2ff-SHEET 4 FOR S CCAN BE SHUTTER NBtdDSENBLY UT HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY OISTAUATION. P)HV CEILING INSTALLATION Y 1 TO CLASS(SEE MIN. 1 MIN.SEPARATION TO GLASS -J SD�gO�� I I SEPARATION (+ I EXISTING l 11 01 OR ET 19)A —� TO GU15$ I I 1 ( (SEE SCHEDULE ON SHEET 11) I CLgSS\ BLADES CD M� ](SEE SCHEDULE�] EXISTING \}I ION SHEET 11) c I I d ( I I I ALTERNATE ANCHOR S I I I I 8 I I \ LOCATION EXISTING I ' WALL-- \ 3/6"MIL GLASS-- I I -2"x6'MIN.W000 8 I #loxWASHER4"HEX I 8 ,F FINISH J I I 1 1 J4'_ ©i 7O-T- - 3/a NIA. �_WASHER HEAD 7EK DECK REWIRED / Max. SCREWS 0 12'o (NO FINISH OR 2"x6'MIN.WOOD-1. \16 - _ ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) _�_ 0 GE __ �..EDGE OF DECK DECK EDGE OF DECK-' -- = -Y---- IF _--�--' IF APPLICABLE jr\i I ' 19EO f0 IF APPLICABLE r__ES APPUCABLE 1/4'0-20x3/4'SS. 1/4'0 TAPCON OR '•-Min PHIWPS TRUSS HEAD �l2-Mp1 7J4•0 TAPCON OR TAPCON WITH ADVANCED 1 d 1 TAPCON WITH ADVANCED TACHINE SCREWS �2'MIN.— t4 2`x4'CONT. THREADFORM TECHNOLOGY W/ 1/4--20 NUTS PENTHRETRATION TECHNOLOGY W/ 1 1/2"Min. I i { SILL PLAM 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM -.--2•MIN. PENETRATION OF THREADED __J ;i \ W/1 1/2'Min.PENETRATION 0 12'O.C. TECHNOLOGY W/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE REO'D. 11`.OF THREADED AREA TO AREA TO EX6RNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON`SHEET 15) EXISTING WOOD HEADER. (SEE SCHEDULE GN SHEET 15) SEE UMRATONS OF USE FOR UX HV WALK-OVER INSTALLATION UV HV WALL SILL INSTALLATION BLADE(BON SHEET 19 W�HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (�11)1111JfI)tLTA/�A' 02020 TLTECO.INC. 02020 EASTERN METAL SUPPLY.INC. BERTHA MV- ,�yaQ�''��CENS �P A Accordion Shutter System /�Tmg C O e a ■ ■ ■ ■ KV. RAX#1 W/OR W/o KV.WIDOW MADE No.441 7U' American Shutter Systems • .k TILLIT TESTING & ENGINEERING COMPANY l CV.N. DEscRIPrwN DATE DRAWN BY: uP Association. Inc. 1 OLD 17-107 /z/zoz DAM- 7/2/2020 �[/ 6353 N.N.38M.St.SI..353,VIRGIMA (006 RID1-15A 3716 -o'• STATE 0 � � 4268 Westroads Drive 2 Phone (305)871-1530.Fax:(II05)871-t531 DRAWING No �'•, R s-moll:eIILac�oa.com West Palm Beach, FL 33407 3 ZO-�64 C0R10.•'���. CA-0006719 q NAI � `• --- WALL non Lc a ia+ E 3 SHEET /���TILIL71 LHL FLORIDA 6 17 OF 20 END INSTALLATIONS I HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'x4•MIN.WWD -STUDS PEC'D. 2x4'UK HOOD Yx4'MIN. �,\\\. \ � // I - 51Yo5 REOb. // /z 2'.4•Mw. WOOD STUDS._�'• \ / 1/4�TAPCON (AS ASVIIGBIO TX I 1 MIN ...W . HALL- ' \\ / I/ OR W/M31 \• / \ 1 \�/ -</�w F41,SN` + \/J/ 1/2'PENEfRI.TON !-1n 0 1/Y car /y FOOSDNc CV55 Y �•1 I' PLYNOGD ff NO / F3IISlING IRA55 •( /,,,\ v IXiSDNf GIA55 STUDS EXIST. mwDaws \ /�/ED99 vz•Ww.caT MN.STXWIDI PLT,,lxI �, I �. 1D1 S➢NWKN MR.SD'AROKN 5 eA'. .. `-1/2•MIN.COX .;1.." ro OASS(SEE TO CLASS(SEE 1/2'WN.CD%-� -.. ro CAC.(SE PLYWOOD. F ,. ty II M 0�(D" 9]fpRRE CN S8'EE PL1'WODD. SDEDULE ON 9EEf 50m.r ON 9QT 1/16 ] Y �„ •`N+YLJ L ON 4GA 16 f"R 11 Im RAOEmMT3 1/2' ON 9m 1212 FOR 1,FOR 9/aE�Arao @ (6083-Te)CNii. nNI6M 1/2•WN.G10 ON SM 18 RA / ON STEII,D FOR AWM.CLOSEN PLYAOW. B/DFSmd:Q1 NAIL'••a• •� I naEs®�QI 1 0.'• m�'at aAaEsme® ! rtATE.(WGTE 1/Y -� nas+ 1 2'MIN, AT tTRlat�E MIN - oF Vt •usE,•oR r M.x. I _�� 1\-Itmt/Y S.M.S. C. IIDAI/2'S.M.S.- O18 (NYJ.TD Al1VI1 AT 1MNE&'N, f l 016 Or- 4'-',� D7J/1oxVz•S—II i0(ath (]71/4Y Nicola Ax ro 1 4, MI SOE 01V=AT N OR®• -- SEEDE c HECTION ® /- I1 �SEE DCTI 1 FOR 1)OR TD ZRAC16 SIDE CONHECION SEE DETAIL x ' -('�-©'7O'a ID.@- - SIDE CONNECTION �® �.6Q•p-S 10•®. TO TRACKS �•®-©•(fQ•®- ®-® TO Twsws (�• •O-O-d®- ®-®®•©®- ©•p•©-©•70®- END CONNECTION DETAIL® END CONNECTION DETAIL Q END CONNECTION DETAIL f,�D CONNECTION DETAIL • REOUO=ONLY MR SPARS GREATER THAN 12'-W FJOGIIwG �1A55 { 1 aOm—NC.CI_A.S_ m105 REO.0.1I Ir PEN 1 1/2• RS`0/11O6x lO2.0 M WOOD Td CHORS 1/4.0 TAPON ANCND tl/ �MIN.ETRATION FENETRAN y/ 2 q� (y E �'L ♦ SEE LIMITATIONS OF USE FOR 1/2•MIN. 5[IEDUF 011 sasr 4� \J BLADE 1A ON SHEET 79 ;:A A A A A V V',A f" A / /':' ON SHEET 19 FOR �tt wi ar¢9Een �� OAND BMSm�s PER 1/2'M4N6 OR®ORQIOP - \ YIN. _ iqZ.� L J� -•, �CR�OP t�OR� wN ti / I IN� / Qt OR _ @ _ COR�OR�OR -�•©•O-©-®'d�• OR OR OR t VIEW Y (;-Asp Q7-eQ o.®• vAu RNIs rs MIN.wwD WAILSIM /nNisil ELAN DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, ••••• .••• �4f 02020 TILTECO.INC. ©2a20 EASTERN METAL SUPPLY,INC. BERTHA Fi1/TM Accordion Shutter System No.4416 E C Q It�c. ■ ■ ■ ■ Kv.BLADE yt w/OR w/o Kv.WINDOW BLADE American Shutter Systems IEV.N DESCR PTI NI DATE DRAWN BY: M.P STATE OF 2a TILLIT TESTING & ENGINEERING COMPANY /JggOClaflOn. Inc. OLD t7-107 /2/202 DATE: 7/2/2020 S .• ��� 8355 N.W.361h.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 4As Association, Inc. 2 O,�•. F�DRtiQp :'� phone:(305)8 71-1 530.Fox 1(305)871=1531 DRAWING No � y� _T;ealDeooDDLGDD West Palm Beach, FL 33407 3 •••••••••. •G' `A. CA-0006719 4 20-164 �i�j/�BONA 1tE\p` WALLTER A.u d aa16 E g SHEET P.E. SEAL/SIGNATURE/DATE 6 18OF 20 • GENERAL I AMITATIONS uD COND ITION OF CF FOR BERTHA A ( � � (� � n' W BLADE ACCORDION cH I WORKING IN J M� G _ ® _� (OD Y I (up UNISON WITH W WINDOW SLAVE 041 `ems 1.MAX.AS.D.DESIGN PRESSURE RIDING:+110.- 110 P.s.f. 2.MAX.SHUTTER SPAN:96' I S 3 AU-OWED LMOOUNDNGST.U&W A.D. SHEETS 16 SHEETS 7 S.71 AS WELL AS MbUNTINGSz_ 4� 2� R9 ARRYA���S)EEO 1.A LIST ESYMFIET INCLUDED ONLY OPT OSWG D(TEROq A IN CCESS SIDRE E OF WOPPOSING 16�,201-- ITH ni GDUhY00ENTER6IATE. - TYP EA END ♦ ' ♦ ♦ ♦ ' S.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A LWIMUM OF 5 OPENINGS .. 4 (3'0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS N - ♦ ♦ ♦ ♦ ♦ J•� (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE Q ALLOWED AT HV U OF ANY 3'0 HOLE FOR f�SHALL BE 12'. WI NDOW BLADE (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE(ly rn ♦ ♦ THROUGHOUT WINDOW BLADE BE USED ALTERNATE TO A SOLID HV BLADEO7 THROUU GHOUT SHUTTER'S WIDTH.DTH. ♦ ♦ ♦ ' ' D !♦1 (E)CEfi(ERMATES SI ALWAYS BE INSTALLED ADJACENT TO A SOLID FN ;' _ ♦ E^ I v BIADE(1JAT EITHER SIDE OF THEM. i SEE END r (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO THAT TABS FACE CONNECTION /•., ♦ ♦ ♦ ♦ ♦ ♦ B 9 j� - THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4A MUST BED DETAILS ON SHEETS [ 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY AS SA,& 18 TYP,_; b INC FULL HEIGHT. 11 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z P YP v BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES zOn 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEE75 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR ftEOUIREMEN75) 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: p H - TYP TOP &BOTTON w L-C22 DRa.RT WIND ZONE MINIMUM SEPARATION TO GLASS '- -- ^----UNIJMITED CHID^4 I THRU 3 1' ELEVATION MIN.SEPARATION TO GLASS EXISTING G1A55 SFE SCHEDULE ON Sl EEf 11 FOR RAOEQ 4 THIS Q 6.25' AND ON S SHEET FOR BAD &�A -- -------------- ----__-._�-7�-_----_ ` -------- _------ -------__- TYP. TYP. SYMM ICAL CENTERMATES 21 2® / — C 5' W/2 OR 5 AND i _ I— oe.� W/0 (S NOTE 4 ABOVE) PLAN LA J— 4 TYPICAL T) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE f1A SHUTTER* N.T.S. ®2oxD TIUEco.INC. FLORIDA BUILDING CODE(Non High E VeRN ��ALysuHLrri ane Zone �WFiI T ru �• 'tI0EN -, BERTHA HV TM 9 I�LFE C ® IH�. Acordion Shutter System c'ti� '*'' ND. 441 ,7 ■ ■ ■ ■ H.V.Iv BLADE#t w/OR w/o Itv w1waW BLADE TILLIT TESTING dL ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP �'•, STATE 0 (1 N.W.361h.St.,Ste W5.VIFMA GARDENS.FLORIOA 3 3 16 ASSOclation, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 O . F Phone:(305)871-1530.Fox:(305)871-1531 4268 Westro0ds Drive 2 _.1 tilt eom ec.CooL DRAWING No 'GA-0006719 West Palm Beach, FL 33407 s s G WALTER A 11UJT Jr.V.E. 4 20-164 /ONAL �;"� FLORIDA Li..S 44167 5 SHEET NNNNInunL1LL P��. SEAL/SIGNATURE/DATE 6 19 OF 20 1 1/2.0.035'THICK INSTALLATIONS W/ Q1 HV BLADE & HV CENTERMATES 2.000"Max. Min.A57U A-653 GRADE 40 _1 M*n, Min,C-60 CALV.SMEL T, uv wrx STUDS AT 16P O.C. INTO METAL STUD WALLS 0— /2.o 6-o.c. 4@0"-@ a .41, ENERAL Umffa 114"o NOMINAL ALUMINUM SLEEVE ONS AND CONDITIONS OF USE (1 3/41.a 1/4-x 0.035-THICK 43c 12 EQR BERTHA(I)W 13LADE ACCORDION SHUITER 6063-T5 ALLOY C NT. Min. NEL SYSTEM INSTALLATION TO MAL STUD WALLS ASOTM A-653 GRADE 40 G_Min"10 6-D.C. 0 6- 1 GALV.STEEL TRACK CHAN C.I,: $1 .9 3.DOC1 T SEPARATION GLASS SCHE Max. W/(2)lexi/2'TEK SCREWS ON'O rxIS`nNG FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) L GALVANIZED"ASTOED To STUDS INTERIOR&EXWAOR FACE AS APPUCA13LE @ 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM MIN.SEPARATION ASTM E-1996 SEPARATION LENGTH + 1"� EXISTING GLASS-;J,,_ S 3. ALLOWED MOUNTING:(@ ON THIS SHEET. TO GLASS TO GrULE) (SEE.ED >-@ 4. ENTERMATE t2l W/(B HV LOCK ARE ALLOWED 1 THRU 3 1. 1/4"0-20W BOLT (TYP.) NLY w (I ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE(g 1- WITH 251, n USE OF (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 .3/,1',6 /,*,o.o,,5'TCK ISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF "�.3373" CONT.G&V.STEEL MACK CHANNE� 'APPLICAOUE �:J� AM A-653 GRADE 40 Min.C-60 CENTERMATE. L "50' p L2n GALVANIZED FASTENED TO STUDS W/(2)16,1/2'TEK SCREWS ON "T— INHERIOR&EXTERIOR FACE C.. L 1/4"0-20 THREADS 1 2 B�DE SLACK DETAIL HVF IS ALSO VAUD FOR -0 ELCO CONSTRUCTION 12 3 CENTERMATE APPLICATION WfTH 13LADE(D 1/4 .......... PRODUCTS FAB-1-OK HID �6-x 1 1/2 0.035'THICK Jb 0 6" O.C. Mi..ASTM A-653 GRADE 40 Min.G-60 -STEEL COMPONENTS MV J MS WALL METAL STUDS AT 16'D.C. vin.. HEADERISILL INSTALLATION EXISTING nNI H AS APPLJCAEILE SCALE: 3/8'= 1" VA k OYP.TOP norrom) 1 3/4'x 6 1/4'x 0.035o THICK Min. ONT M CHANNEL. STEEL CE: ZEXISnNG GLASS 6 /�N I.A '. IRADE'40C'Min.G-60 GALVANIZED FASTENED TO STUDS W/(2)#6.1/2'TEK SCREWS ON SYMMETRYCAL S IVIMET�'dXL' 4 GL 43b C C�-, IE ')(TERIOR FACE J INTERIOR&E 7: T CENTERMATE:S W/ !��"QCNTERIVIATES W/ S 2 E S EDULE).- ax. EXTERIOR ACCESS S11 ViANTERIOR A NESS SIDE', (TYP-) IN A_(�33(15"Min.) 4 --------- 7Z77=7 12 ----—------—------ -------- -—----------—--- -------—-—----- ---- --— --------------- - ----- ---- 7 2) AIM 42)--/-- C21 4;_3 21 LOCA W LO E AT W HEADER/SILL BINDS P/DNX -J- D'AT ------ —— -----—----- (6"Min.) VIEW Y 3 1/4"(Typ.)-6 I <3 \-(2 4) SIDE CONNECTION TO TRACK . 3 (Cont.) /2"(Typ.)---- 7 —7 MAX.SLACK B_VA BYJ3 BLADE SLACK QUALL—HVF BVIC FLORMA BUILDI G CODE(Non High Velocity Hurricane Zone, ,OA tv IN oil 02020 TILTECO.INC. @2020 EASTERN mErAL SUPPLY, INC. BERTHA HV r,E h P 1�, Tm Accordion Shutter System 1101 A.S.S.An KV. BLADE#1 W/OR W10 H.V.WINDOW RADE FF0 INC. No.44 6<�� American Shu"er Systemal REV.NoI DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY DATE I DRAWN BY; M.P Association. Inc. I OLD 17-107 7/2/202C 7/2/2020 6M NX 36th.St.StI.305,VIRGINIA GARDM.FLORMA 3316C STATE F .-g- CIS Drive . -1 phone:(305)871-1530.Fax:(305)871-1531 4268 Westroa 2 DRAWING No IQ "4 OR k" a-Mon:tiReCoVoo-M West Palm Beach, FL 33407 3 CA-00067 9 — 20-164 WALTER A.TILUT J,P.E. 4 "k ONM IV sx"' FLORMA U..111 44167 5 WSEAL/SIGNATURE/DATE — SHEET 20 OF 20