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Home My WebLink AboutProduct Approval r Y ilk IE BCIs Home Log to i User Registration Hat Topics Submit Surcharge 1 Stats&Facts j publications. Contact Us '. BCIS Site Map Unks j Search i d, bpr a Product Approval USER:Public User Pmduo Approval Menu>Product or Application Search>AnpLcation I.ist>Application Detail RECEIVED FL# FL389-119 Application Type Revision DEC 1 1 2019 Code Version 2017 Application Status Approved $T. Lucie County., Permitting Comments is MK=M Archived 0 A PY LL. Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeiey@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@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 OJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance.Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Valldated By John Henry Kampmann Jr. C� Validation Checklist-Hardcopy Received Certificate of Independence FL-389 R9 COI AMERICAN SHUTTER SYST M ASSOC.. iNC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE f 11 PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS DRAWING 17-1b8 CERTiFiCATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model;Number or Name Description 389.1 Bertha HV Accordion Shutter-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 Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Parry:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the, FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 1-10 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 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade.w/o window blade for Installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shufter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 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 Created by Independent Third Party:Yes p-s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVi blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF 7 working in unison.See sheets ,.11 and 20 respectively of Created by Independent Third Party:Yes installation 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.PQ 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 Patty: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 1 Meat Contact Us:-2601 Blair Stone Road.Tallahassee FL 32399 Phone:SSO-487-1874 The State of Florida Is an AA/EEO employer.Corwrinht 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 public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to section 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 email$ provided may be used for officlat communication with the licensee.However,emall 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,FS.,please click ere. Product Approval Accepts- GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2417(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. OESICH WL`iD LOADS SHALL BE DETERMINED AS PER SECTION 1624 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DCREC11ONAl1Y FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED at?SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE OE3GN WIND LOADS DETERMINED PER ASCE 7-10 SHALL.BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HIBLADES OD& 0 BY MULTIPLY=THEM BY 0,6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. ' GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS ANO ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE N ALLOWABLE STRESS FOR VAND LOADS WAS EM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HaiEVOL A WIND DURATION FACTOR CD-1.80 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORGON S1Hi M SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DErAL -INV BLADE Q 10214,01-03,40715.01-03.Q1004.01-05.(11214.01-05.10317.02-06,10609.01-10 AND#0210.01-11 As PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV 6LADE(D AND HV WINDOWBLADE AA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -NV VANCOW BLASE&10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND$0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOOKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2,HV BLADEQ AND R.WDIDOW BLADE d ARE ENGINEERED TD WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCOROON PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE$14x2,75'AND 114x1.75`RESPECTIVELY,410-HF MINIMUM SERIES CENTERMATE DETAILS!NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED C£NTERMATE ALTERNATING DETADS NV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIOUS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. L4IMIAUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k9i AND 35.7 k9i FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 51018 VAIN 50 ksi MIN.YIELD STRENGTH AND 90 kai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLDWNG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W BLADE Q1 &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.THIS BERTHA TLV.ACCORDION%MITER SYSTEM BEARS A U.S.PATENT 16779,SBZ.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179.ISSUED 10 EASTERN METAL SUPPLY.DNC. 9.IT SHALL BE THE RESPIEIL1TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CA11LK ARFB,d(; WV WINDOW $LADE A ONLY a ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONIINUCUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1o,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENTERIAAES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW BD��1 ONLY 11,SHUTTER MANUFAMRIER5 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 OpENWC,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT is APPLIED TO. 13.(a)THIS EEA.PROW-ED BY THIS ENWIEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.c.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,BASED ON THIS RED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS C£7AL ED ON IROS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.PIAL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SWILL 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.O.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.EII SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NTPArIAA�Aiii.I,� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' LLi14�* 4. rr�'r'��- 02017 TTLTECO.INC. _ (002017 EASTERN METAL SUPPLY.INC. BERTHA HVIM Accordion Shutter System A." .SLA. y .�I H.v Bf.ADE�1 w/OR w/o Etv.ILLATION BLADE ' � 6ar American Shutter Systems Lv H 6EscalPnoll aATE auxN 61 LC `ur TLtL1T TESTING& ENGINEERING COMPANY O /,�,A� 0355 N.W.46M.S1«ST.,30.MRCNN Ow02,S,noRCA 3a1e Association, Inc. 1 OLD 15-085 7/27/1 w1E: 07/27/17 , � Pham 1(305)871-1530.To.:(305)871-ia3T 4268 Westraads Drive s DRAWING No ` rC '•;,�Ui�1 �N L� a-mon:t7Teca?aa.com West Palm Beach, FL 33407 3 17-107 l C�s •• ,141 EB-0006719 4 E 7� (77 S10NA�ti .". WALTER A T1LUC Jr.PIE 1y rL.OFMA Uc.It 44107 5 SHEET P.E..SEAtf S(r;NA1`URE/DATE e 1 OF 20 41,4 "S 4.37,- ARTER HV St}LiD BLADE (�)lHV UNIVERSAL FLOATE QUALIFIED �OR USE W/ COVERED 458179 QUALIFIED FOR USE V41 KV BLADE(D �HV DIRECT MOUNT HV SLADE W (R HV WINDOW 13LADE 6005-T5 ALLOY AND TEMPER OUAUFIED FOR UE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ON SHEET 19 SLADE( V- 6063-TO ALLOY A19 TEMPER X. -r b .124t. 6063-T6 ALLOY AND TEMPER 3.226" ns* 670• 55 (ryp.) ow 3- 67 — 2 1172 642 670' • +.597* J 07 HV ADJ. ADAPTER 3.22V' QUALIFIED FOR USE %V1 HV 8 4V WALK-OVER TRACK EILADE(D USE W1 HV )HV TRENCH TRACK L-.255, 11w. (�)HV ADJ.--..EL0-QC 6 BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TS ALLOY(JY TEMPER BLADE 0 ONLY. HV RAINGUARD BLADEAq 6063-16 ALLOY AND TEMPER QUALIFIED FOR UE W/ KV 6063-T6 ALLOY D TEMPER VAM BLADE I A 6 VARIES 1.936" 6063-T6 ALLOY A D TEMPER aX DoOrr r00 IJL Pn. .12 .11w - (Z 70 L—f -wr .093, --JA 670 1.6864 670 5 16 '3�29' 7 nil HV CEILING Cl� HV HEADFRISILL @— I HEADER QUALIFIED FOR USE g W BLADEU1ONLY HD CEILING.HEADER/SILL 5-4)HD WALL HEADE OMFTED FOR USE W/ HV BLADE ONLY, 6063-T6 ALLO AND 7 QUALIFIED FOR USE W/ W BLADE(D SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W( KV 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE:\1)ONLY. 6063-T6 ALLOY AND TEMPER 9 Ti T2 x Y t WL COMPONENT A I I I — vlti-yj 27 2* 0.126' 1 1- 1 - @ 2* 5'MAX. 1/8* 1/8- 3- 3- 0.090- IT EEW (fq' NPI-AKOM –I @ 2' S"MAX. 0.192' 0.192* 0 CORNERPOSTS QUALIFIED FOR USE W1 HV ALUMINUM-ANGLES log 2.5- 7-MAX.10-190- 0-190- fol)'ALIFIED FOR USE W/ W BLADE(D ' QUALIFIED F0J_1 USE W/ W SLADE(D 6063-T6 ALLOY AND TEMPER BLADEUI ONLY. 2" 5"MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone: Yv' 6 , IeR A. ?1, 02017 TILTECO.WC. Qi2017 EASTERN METAL SUPPLY,INC. %11F —Mc c� Accordion Shutter System A.S.S.A. RV. BLADE#1 V//OR W10 RBERTHA HVTM WNDV. 01W MADE /Im E American Shutter Systems W.N. orscmprafi vATE jm7 sr�/L.7c.17 TILLIT TESTING & ENGINEERING COMPANY DA Of, I OLE) 15-085 07127/17 7 0 2/ Association, Inc. 635 U.W.3e SU,S..305,MMA W000.FUN90A 3316f Ph.. 4268 Westroods Drive 2 (305)871-1530.F..*(305)871-1531 DRAWING No West Palm Beach, FL 33407 3 t1t...ft.,.— ......... ES-MO67 9 4 17-107 WALTER A.MLUT J,.P.L FLOMA U.0 44107 5 SHEET /DATE 6 2 OF 20 4 929' 1H'-20.r/ 1/4•-20 0¢CAST 4.. 6 ,745` 65' 2B3 P, 4- Mr H!a TNRCA7ED H045x0 aUM 7(4•-20 2.293- c 5.$M.S. &txEO PAMED TH-nPADED C", $0 m b (2 11P.) O HCEM%t EWLCL mR 9AHED pARdFA o - GaEss Harr ( e I ,.32s "I o 06 I a16 tt crw+0:tt LF,RAss iYaRSEa tk i P'4S4• n`! h KE15(CHROVE (OMUE RATEB) HV CENTERMATE � 3 0d• RnJ t 5 a PLATED) QUALIFIED FOR USE Y!/ HV BLADE 1�&l�ONLY ��•� FLOATING f�e� a"° t °m V C NV EGR SS LOCK 6063-T6 ALLOY AND TEMPER OUAQFLEQ FOR USE y!/ HV 8[AOE t & :>'ONLY t" 3 2' .7' QUAL tFIED OR dU;S�E W/ HV QUALIFIED FOR USE WJ HV 6063-T6 ALLOY AND TEMPER 'l� (�^0 L+ BLADE iJi & 5.7'ONLY. BLADE 7U& ONLY. Q ALIFIED FOR USE W/ HV BLADE i ONLY 250'04. 74- 6063-T6 ALLOY AND TEMPER PLASTIC HEAD m' '-+3t6• p 17 - 9 2' 4oas^ 2• MOU&v To SCREW .7' ,753' •• I ° n :380'AFTER RIVERNC c `rat ja"�-2D x'3/4" BEFORE RIVETING kI "4' +� �. S.S. THUMBSCREW 4"0-'2013 VNUT* *-FRIES 9444 ALUMNUM(2024-T3 A LOY)LARGE FLANGE MN SHEET rvTSM.PART p 0820.AS IWIUFACTUam BY AwEL 7 PLAN ^• FRtORa EtFtATLGN � CHERRY TOTaau.PARSIPPO+K em JERSEY 0705:OR EQUAL � 2�$ E "T" O CET HV "T" LOCK @ HV ALTERNATIVE LOCK E'J LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 29 HV FEM LAE T"LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE iWONLY 6063-T6 ALLOY AND TEMPER QUALIFIEDBLA FOR USE QUALIFIED FOR USE IY/ HV QUALIFIED FOR USE LO FIV BLADE ONLY W HV BLADE i ONLY, BLADE Q ONLY. 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / „R n 3.161 THIJUSTURN — I ,�3040 CYLINDER 4R 063 63 062' // KEY CYLINDER ztN1 CENT MA E W O LOC OD HD C A C G ROD "� o �� , 125 um �' A � a 0 m QUALIFIED FOR USE W/ HV BLADE 1 & IA QUALIFIED FOR USE W/ HV BLADE 1 & IA HD C rS INrERT 6463-T6 ALLOY AND TEMPER • $ 6063-T6 ALLOY AND TEMPER n o VARIES, 12-Mm QUALIFIED FOR USE P� HV BLADE(q&& 1�A t(4"0-20 SS.DR 3(8'P-t8 , t.30' 6063-T6 ALLOY AND TEMPER ntUMDTURN Kt7AL tirttxSSGP.E'W5. t1/2' CYLINDER (SE 0ETA7.8 Da — OR HEY 1117 CYLINDER LOCKING ROD d 4? 1/4'P (; J D LOCK m �-.375'P QUALIFIED FOR USE W/ HV BLADE(D �,p� /1�n I'IV '( 4" 0-20 AiSI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES:2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER C6I M 3L Y �" �7 ACETAL 5)INSTALLATION VALL REQUIRE A 7/16- HOLE THUMBSCREWS ERIES S.S. THUMEISCREWS QUALIFIED FOR USE W/HV BLADED& to DRILLED AT TRACKS FOR PROPER EMBEDMENT OUALIFIED FOR ,y HV BLADE Ui QUALIFIED FOR USE W/ HV BLADE 7Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11119,ii 7l 02017 TIL7ECO,INC. 02017 EASTERN METAL SUPPLY.INC. jCir,;- BERTHA H T1A �cti 9 �—•'—� A►■ ■ ■A■ Accordion Shutter System ETTc a I N C. H V. BLADE1 W/4R W/0 FIV VANDOW BUaDE TF `� t• � rSystemsAmartean Shatter • TILUT TESTING & ENGINEERING COMPANY x DESCRIPTION GATE DRAWN BY: LC. STA 6355 U.W.366+.5L,Sle.705,NAGw`,U GNMEN5,noROA 333'6 ASSOCIOtIOt1r Inc, , OLD 15-085 7/27!1 DATE. D7/27/17 �i' Ph :(305)871-1530.Fax:(305)871-1531 4268 Ytestroads Drive 2 Ph— DRAWING No F o-mal:t8lecaaodca, West Palm Beach, FL 33407 3 i .(�'',.IORIO '.'.��•Tp� w-o00e7,9 4 17-107 -_s. ,•p'•••••••••• v r{ WALTEH A.TUU Jr.P.E. P.E- Ef1AC ��d J�JRE, TE FLORIDA Lz,044167 5 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8 HV nj HV Q TO E P 25' 41 0 E .1875, HV BLADE 1 IV"at MV VJIN V?BLADE .0625' .0625 0625 &\ 'pz1 X�x & HV BLADE 1A flu I 1 .18 Y IIIBLAOCS tiV LONG KNUCKLE .06254 lz S. RECESSED NYLON BUSHING gu (I (TYP) 69) HV SHORT RECESSED NYLON BUSHING R.7 (ED & 0)HR(a 3 5W KV NYLON HAT WASHER in : 40 A-2.6 so, W WHEEL CARRIAGE AISI 302-303 SERIES 0j i :_ W @ 0.670'x3/16* THICK NYLON WHEEL. 2 7/8-Mw. KV WINDOW 1 CLEAR 315,0 SEPARATION 0625') 03'0 3.7500' 0.188'0 AISI 302 SERIES S.S. RIVETS BLACE �0625. @ HV 1 3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR5 3/4*, - I I . OPENINGS ON CENTERS-- 4 .7500' n CIA= 673) W 2 3/4- ACCORDION PIN W/ #8 HEAD 2 1/4' 4 _7 TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL POLYCARBONATE IMPACT RESISTANT HV WINDOW (D OR (g) or NOTE FOR REQUIREMENTS)E (D OR (D POLYCARBONATIE.IMPACT RESISTANT HV MNOW BAYER MAKROLON 3103 POLYCARBONATE 12*MIN.C I LEAR'qCC RESINS, UV-STABIUZED GRADE OR WIC I 3M REQUIREMENTS ffi y TO BLADE BOT1 INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). (])OR w6)w (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR �J Nh BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR EXTERIOR APPLrABa F1w HV(F4 BLADE. TfPrAL PRWOSM SIN*= TYPICAL SHUTTER ASSEMBLY 11 fiv ?OR(4g JATJ FDVWIM PIN EK, T AT (2) HV PIN @ MAY BE USED IN LIEU OF AND ONLY AT S _. KLE. 00.32 UC SPEC=C"Vf Asim 0792 G�m v,,-. °°`3°r' W/ HV(D ZO FOR .Tr EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM (SEE BLADE WHENCORRESPONDING TO INSTALLATION '11", SHEET 7. Dpi ® REQUIREMENTS) nevaAM 06M 9A00 p.L 9.50o P.J. FLDDA#L SIRD=4 AT vtw ASTW 0797 3P.:7.5w P41 13.00 0.33 (3;) HV PIN @ OR @ W/ 1/2" O.D. 1/16' THICK S.S. WASHER FUXV�AL,MWLUS A=D790 =0 P..1, 3,1000 P'..L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1h WPA 110ICKO)fzco ASM 0258 is ff-tr" 17 FT-0t. SHEET &SW 02843 47.2 X 44.5 X LW WHEEL CARRIAGE DETAIL WE OF WJk4M AVY om C-.cuss C-1 CLAM Asw AM Dig" 1w-r geo T N,REMBLY LAYOUT A=°775 TOMA StWMH AREA WTA"W. AM 03 9=P..j, 6640 P.J, (_1) HV BLADE SOLID & Q IaWr smins evm%u-.KDwz ASM"a US)F.'J. AM p..j. Al HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 11LTECO.INC. 02017 EkSTERN METAL SUPPLY,INC. BERTHA! VTM Accordion Shutter System /T L7EC0 --C_. KV. RADE#1 W1 OR W/O H.V.Wl A.SuSAIIIIII NDOW MADE Am Systems DATE MWN By, L.C. tcl American Shutter WX N DESCRIPTION PZ TIUJT TESTING & ENGINEERING COMPANY DESCRIPTION D7/27/17 WE. 07/27/17 I MOLD1 5-1011615 W3 N�W.3ft�St,$to,-105.MRCM GAM)ENS.FUNWA 3316( Association, Inc. a 4268 Westroods Drive 2 n V pho..;(aw)871-1530.I-:(305)B71-1531 —DRAWING No .... .......AI .W% O-ffdll:t3tac000cil.com West Palm Beach, FL 33407 3 Iq.."It EB-OOD671 917-107 WALT"A.TIUjTSr..P.E.If- 4 .......... FLORIDA Lic.#"167 SHEET I I P.E. SEAL/SIGNATURE/DATE 1 4 OF 20 Q'51'^1 *NOTES ON HV LOCKS AND CENTERMATES: • e o c �� 4Q 7, 12'n RY 0(�N jt:ONE HV LOCK 2S .4 O SHALL BE USED AT If2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAY OR SPANS UP TO 10$'.AND FOR INST TIONS AT ANY ELEVATKIN.HV LOCK"or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR I_,3+' CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _ TYPICAL SHUTTER ELEVATION. O 2.OPTION&CONOMQN/tt IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1g LOCKS Q,�,P�,$OR¢§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES - LOCAAONSI Q LLOCKS SHABE AS RE BAS INDICATED EE D ON NOTE()ON TYPICAL SHUTTER ELEVATION. Ds_w V 3. _ J2 Mill W/iW0 H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT,jiURRICANE POSITION, BUT !MY ° 4 5 6 ce 0 os 4 2 p9 5 8E USED IF pESIR£D SO ENHANCE SHUTTER PERFORMANCE LOCKING RODS i5�OR AN ALTERNATIVE DEVICE ? MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MAt�ATOITY CONDITION i2:ONE HY COCK 6 S�HeALL BE USED AT CDR ER CENFERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LO 2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Dig `�' ATTACHED TO FLAT HEAD S.S.MS.TWO LOCKING RODS AT TOP& BOTTOM SHALL 13ECNERNUSED. LOCATION O LOCK SHA-20 xLL BELONG OAS INDICATED ON TYPICAL SHUTTER ELEVATION.C$ xDqo-xpv-c� MA)OMUM SHUTTER SPAN SHALL HE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. II $k b 2S 5.F]�ST 1ry�7ERNA TO MANDATORY CONDITION I ID ONLY Y FOR HV LOCK W/SYMMETRIC•!CENTEINATES 93 ° S 9 >i9J��_tLYA�._h. $ ONE ALTERNATE HV LOCKMAY BE USED IN LIEU OF HV LOCK ej or FOR ANY SPAN AND T S= 9 INSTA'1.tATIONS AT ANY ELEVATION.ALLWTE LOCK @ MAY BE USED AS ANINSIDE�OR OUTSIDE LOCK.ATTACHMENT OF 1/4 0-20x3/4-S.S. THUMBSCREW TO CP OR CENTERMATES SHALL HE MADE Ytf tj4'0-20z3f4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET H. ONCLOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR N!0 "' g LOCKS AT 1/3 OF SHUTTER SPAN. g, OFN 4E MOUNT) INSTAULATIONSt ONE HV LOCK or PA or SHALL BE USED AT 1/2 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 @ or fS or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1j2'LONG FLAT HEAD S.S. S END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�W/ CONWECTION I OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS 0:1 0 r E x 1 x l u V�' o n v w x s i�YP.FULL 11 'NOTE ON V "T" 0{.126 AND CENTERMATES• HEIGHT. OF CORNER t $ECONDAITTRNATE TO I,T VALID ONLY FOR_HV T LOCK y Q AND CENTERMATES a AND e CENTERMATE ,.+ONE ALTERNATE HV'T'LOCK bd MAY BE INSTALLED IN UEU OF HV LOCKS 0 OR®FOR ANY SPAN AND @�,(^�®�/��/o11�TD y�y, INSULLAIE AT ANY ELEVATION.ALTERNATE LOCK '� Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �'4 'L. �7 V OF LOCK 9 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10, 5°"@• L'J`�©, W CONNECTED TO CENTERMATES @ AND 4&W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"O x 3/32" (@f."��•@ , @ e WTNGNUT OR 1V/ 1/4 G-2Ox1'S.S.M.S. INTO A 1/4 0x 5/8'RNNUT.LDCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 7 as 6 `J -18 06 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. �'."1. c61.i'.�$taaB •IJut ®•�a 19.0a 14•([5 a I21• *NOTES�0NH D LOCKSRMA 8c CENTEMAtES: i HO LOCK(a4 HD 3 0 31 W/(# : ONE ALTERNATE HD LOCK30 MAYBE USED M UEU OF TYPICAL I IV BLADE SHUTTER ELEVATION HV LOCKS(20 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 18 MAY BE USED AS AN INSIDE OR CUTSIO LOCK.ATTACHMENT OF HD LOCK 4 TO®IS W/3 S8 x 3/8'F.M. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENt INSERT, AS SHOWN ON SECTIONS HDD-HAND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE M[DSPA.N.USE OF LOCKING RODS 105 IS COMPLETELY OPDONAL FLORIDA BUILDING CODE(Non Ifigh Velocity urricane one lit Q�. .... . jJ•�'�� 02017 TILIECD,INC. L02017 EASTERN METAL SUPPLY.INC. �` • ''�ceN ✓ BERTHA HVTM A S S A Accordion Shutter System VWEZ�o .1:. . H.V. BLADE#1 W/OR W/0 FIV. WINDOW MAX ' St.St..305.YFOM CA 'U 6355 Rif. TESTING & ENGINEERING COMPANY American Shutter S}TSS@fTFS ,x DcscwrTlox DATE Dauw 6Y: L.C. R.36tH. AOENS.FIAROA 3116 A980QfatFOr1� Inc. 1 QLD 15-D8$ 727/1 DATE: 07/27/17 90 Ph, :(305)$71-1530.Fox:(105)671-1531 4268 Westroads Drive = DRAWING No (Sip,•..,,, ,,,.•'�>� 111 a-mal:bltwo°OLo— West Palm Beach, Fl. 33407 3 {/��7 '- 0MAL E� 11;/1 WALTER AOTIOLtT1lr.P.E. 4 7�i 0 X11 FLODDA U0.A 44167 5 SHEET P.E. ;EZ;9IwIJRE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED (SEE SCHEDULE ON CONCRETE �OU�RE E SHEET 13) REQUIRED I/4HIt E SCREWSS REG11RE0 1 !/ /^f % (EECONCRETE SCHEDULE ON CONCRETE ANCHORS J' ° i @@_&9-E(SEE d0Un7ula®0.v 9xEii» \l ; (SEE SCHEDULE ON SHEET 13) % % / SHEET 13) NUTS 0 12'O.C. / / •/ ---� 2 aR14 EEE / %J ' Min. 1/4'0-20x314'S.S. EO EO MACHINE SCREWS Y _J .i rMel. ,1 r--- USING 1/4"-20 NUTS J --__- 19 0 12 r-EO EO 1�2 / /y/ •D.C. II j /V2' E D.' .250'Max. /-/ 13 OR 0 ' - � .250'max. I• E D.�r -_ N 13 OR 15 .250' J J•/ `OPTIONAL �PTIONAL UX g'PAPAIPMw roULO(s `+I��m l 1 OR ®� I ' MIN.SEPARATION To CLASS 1 EXISTING I Ovp ® MIN.SEPARATION TO GLASS � I 1 1 EXISTING SCF.EDULE ON SHEEP 11) GL/ys © i(SEE SCHEDULE ON SHEET 11) E145TINC 1 11 (A) HV WALL HEADER INSTALLATION GLass 7 ©HV WALL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION ATION + KEYSTONE EXISTING I MIN.SEPARATION TO CLASS G1AS5---i �-�S(SEE �� I 1 I (SEE SCHEDULE ON SHEET I I) i 1 1 1onws(s4 i t T-0011 DR - i MIN.SEPARATION TO GLASS I 11 1 EXE- SaEn.r ON St4T I 1 IPI OR 1919 d)APZD_ rh (SEE SCHEDULE ON SHEET 11) 1 H WW aAaEsmn 1 i Hil a' IXIS_i OPTIONAL i Ii ii /�J/ / ill 11 �D"+ � I 1 I I 1 <• /J OPTIONALi I/4"Max. LIOY. E O.'�` J i i i i I; J• E.O.•/ i I I ♦ J�, 1 13 GR 15 II II / ��_- Ea Ea / I" f /'j • -- O _-- 113 OR /4"0-20x3/4'S.S. ' / Min. E EO PHILLIPS TRUSS HEAD {' ' / J - J I /, / •� 1/4"0-20x3/4"5.5.PHILLIPS ; I MACHINE SCREWS USING I - CONCRETE ANCHORS TRUSS HEAD MACHINE SCREVS y CONCRETE ANCHORS / /% / �J_ 1• 1/4'-20 NUTS O I2'O.C. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 13) / Min. POURED CONCRETE LV/1/4'-20 1JUTS O 12'O.C. POURED CONCRETE / ! .� /J OR CONCRETE BLOCK SHEET 13) OR CONCRETE BLOCK ,( 7CRETE ANCHORS REQUIRED "`u REQUIRED OD HV WALL SILL INSTALLATION / (SEE SCHEDULE ON POURED CONCRETE— SHEET 14) 0HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION I DTE FOR CCT-4 FOR PI AL SHUTTER INSTALLATION DETAILS W/ 1-SEE SH¢Ef 4 FOR TYPiCAI SHIJRER •G D.•EDGE DISTANCE ASSEMBLY • SEE LIMRATIONS OF USE FOR ��T-�� L� / 2-1dOLR7TING SECTIONS CAN E COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE SON SHEET IS \IJ 1 1 V BLADE I14 ANY WAY TO SUIT ANY OJSTALL TIOFI.' //// yj� 111 R A' 1� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone P V 1� . ✓ 02017 TILTECO.INC.,,, �•�`Ij I.NS�•, �= 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM ' 4 I L E C O me. A■S■S.AI. Accordion Shutter System 11.V. BLADE#1 W/OR W/D KV WINDOW MASE • T"'� C',� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems N OESCRNTION OATC aRAnTI 8Y: L.C. �ORIDP.',�� .L�� 5355 Kw.36th.St..Ste.305,VJ=NtA GARDUM FLOROA 3316 Association, Inc. I OLD 15-085 1127/1 DATE: 07/27/17 �•�O •.... �-'CC^�{^ Ph-c:(305)871-1530.Fox:(305)871-1331 4268 Westroods Drive 2 —.11:ultecoo.— West Palm Beach, FL 33407 3 :DRAVAING �•��/r///x�'' WALTER A TILUT Jr.P.E. 4 17— P.E. SEAL/SIGNATURE/DATE FLORIDA LIC.j 44167 6 HEET 6 6 CONCRETE ANCHORS t KK,sPw= RED 10 REQ11RoR{ttE/%EiD Ef r♦'i',/. %, f(-'/'-. -�,.''E:rf.,,•/�/"-fl i / 5�—ii ALTERNATE Fai ORa (SEE SCHEDULE ON SHEET 13) %r EXISTING t; ac srscr n;O i i5 \< i vtaS.c(sastH�nnp,.tgr0,cNCEDGE OF 11 SR S-w 11) D^4GLA5SUB a1 SET 19 APPLICABLE fSHNG H/)Es(mk� a —i� 9 1 EXISTING r ,+ / /•t"' 1% '' �/f, ♦rl/�/j i NCHO CLASS LOCATION /,. ♦rr�//,`I` ,''i�' '/{%. ; s i t t #10.3/4'HEX WASHER HEAD 1 i t /`//f ///,, / { t t OR S 3 Cal a/e',rw. TEK scRays o tr oc. 8 �//;, / ///,//r EDGE OF CONCRETE ANCHORS r. - f F i/ /r SLAB IF (SEE SCHEDULE ON SHEET s3) ��; EO •t�'` ,rf/�''`/ ♦%i;i/`J' ;/// ♦ f;• �'PUCa$LE ECCE OF EXISTRLG I i ;, EOG:or—;•1f' ••/ / '%',: ..,L;,f,' r/r , ,. {, f ;" r / f GV55--� IF APPUCALE ,r rr // ,t i,f♦il2' /1/ ♦/�♦'r'. g IF ///'♦;',' // r i j'/✓/i APPLICABLE r /.•! SD%FxvuO ` •O..` f ,i' / APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS TD CLASS{SIE `♦//',% '!/ f"/"/ '/f♦`'` /f`l ♦�:' CONCRETE D.t CONCRETE (SEE SCHEDULE ON SHEET 14) SCIIEDLAE ON%WtitFCR SLACE TT>8 t OR +C INCRETE /// r �,+'`,/.� /�/,' //" /♦ / REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED BAsw199 REOURED D- D•'---� (SEE SCHEDULE ON SHEET 14) It TRENCH INSTALLATION VALID ONLY FOR UP To +70, -75 PSF S.D. Q HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANSA PER 8 HV FLOOR INSTALLATION t SCHEDULE J3, SHEET 11 CG,} HV CEILING INSTALLATION ExG aNNr wL� I CONCRETE ANCHORS ,�.�_— f.1 (SEE�t{EDutE oN t/a•D aw MAbDC TAPCQ7 W/ '�sI) sr> l✓ •---i—�— t SHEET 15) AUW=1HRFJDfCMJ I ' '--T=ss) r EXISTING--^i EXISTING �.,.__...._ TEOfCOM OR 1/4'0 POA'UC EXWWO--� , CLASS =r7s imx' c c+vacL 111 t �....�•`1 GLASS—•-� FMu G•II6 TAPPDi+NIGSWS W/ J(. CLASSv tot'�/rAna+ro 1 3/4WN.OMMUItrt o 6• —,TSS 5c�¢wct c++ st} ' aTr FOR OP TO 6-O'aur A\4 4'—FOR aws tAAtIER TFNa t I t'I /4' APPLY t 6'-O• e'-O'KAY.APPLY �irArn u/.vLVnLRY FASTENER 14:A0 i I , MAX. ".-.)(k ta?IE t GI 1/2' $ O♦ 1P 10x3/4'HEX(�i�,.% aJ4EET tt TOR UIl1UTIQl6 3 8 rMA.X. n 3 OR t 5 ,, WASHER HEAD L 1 ♦ /` CCNT.C— r . E p mN t t t t TEK SCR HEA jt�' a t 2"O.C. 814x3/4' HEX HEAD +�I I 3/B/ / ,i i i t/4' •'`=5. `�j' �t/4b.. 1/4'S5 u5 TEK SCREWS tO 9'O.C. ; 7 �014x3/4'S.O.S. - tl9NSi t 4•x-2D NUis - _ I ' + t,' .. r o t3'O.C. DR 1j4'6-20 s,s.U.S. ; SHEET T4) 6 7� 6 s'o.c. 1/2 _� Max. + j' CONCRETE ANCHORS „ i 1 �_ Yl/NUT O 9'p.C. (SEE SCHEDULE ON � ---.- --r ------' /z' i rr 1' ' . 17 R 18 j SUL)N°NDN s1RacTbws i 17 Rib 1 7 4 jj ` f I 2.00'CAN. Wu1 TrUK °EGOMINE EDGE OF \` L '1.. E.D. fill) gRAg IF s t \�/ ®1 9 3p C.F.L4.S.O.S. MIN.•• REWa HE°C0.vCRELE %1 7%B' 'r 1 7/B'/'//` / ,% / APPLGIBLE 1 CONCRETE ANCHORS `SEE NOTE 13(b) SEE t' ✓ / ,'' /r% i` f , 0. r ' POURED CONCRETE {SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE � •/M /{ '' ' r D' '=�''. ROR EQUIRED BLOCK SHEET 14) OR CONCRETE BLOCK osma:lAL POURED REQUIRED CM 51 HEMMING INSTALLATION caOUE D KO HV WALL FLOOR INSTALLATION Q HV WALL WALK—OVER INSTALLATION °CCN uAWXPA 61NRTR aul 6'-0' REQUIRED ()d HV RAINGUARD INSTALLATION t N07E FOR CCFIBINow aF UT ONS: REIAOVA�BLE tom'.ELN FR�FORMEO GP E.D.!EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE LCdT{AtlONS OF USE FOR 7-SEE SHEEN"4 FOR TYPICAL SHUTTER (SEE SPECIFH;ATIONS ON'"HEFT 13) OR ENTRANCE BLADE®ON SHEET IS INSTALLATION DETAILS W/ T HV B LA D E ASSEMBLY e h N AMM WRY TO SUIT AMY IINNSTALLATIOM 11111 j'R n, BE FLORIDAORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 T0.1EC0.INC. (�2017 EASTERN BERTHA HV AA VTM TM ° A S S A Accordion Shutter System 17ME o I H L:. H.V. GLADE{fit W/OR W/D KV.WNDOW MADE American Shutter Systems TILLLT TESTING & ENGINEERING COMPANY Inc. °csc�-08 /27 DAM ett LC. Association, 1 OLD 1s-oas 7/z7/, arE 07/27/17 6375 N.W.765h St..554.705,t1fiG47N GIPW?!6.FLORIDA 3710 426$ WBstroads Drive 2 ' Pho a:(ws)aTt-153a.Fox:{Jos)an-1431 DRAWING No .`yLS'�aNAL�NGt�ILLL 4-m4Ee60005'0719 West Palm Beach, FL 33407 3 WALTER A TILttT Jr.P.E. 4 17-107 PLORMA Uc./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE I a 7 OF 20 SEE p $ ETS 10 la SEE NOTES ON LOCKING RODS Q,W LOCKSY(jl er Q T IN `f' INSTALLATIONS W f 1 HV **�E H`®AUo Ou I 90' � � EXISTING GLASSSLACK IS FOR ALL BLADE WZ HV CENTERMATES CEN ERVATES APPLICATION WITH CtADESD CONNECTION t 0- 1�5}a Qi• 6-c-5- COSTING GLASS DETAILS ON SHEETS 10 oo ' ----------------------L----------------------- - � s , �� a� a • 7a+ 2-Y2`A,/e�.o•-2 i 8 • 8 oR@-@-@.@ 3 1/4- 7" 6 1/2" 7` (6063-Ts ALLOT)ALCM. Q OPPOSING ! SYMMETRYCAL ANGLE rJ/(2) 1/4.0 TAPCON 1/2` AHGtORs To CONCRETE ( ©• CENTERMATES CENTER STOP/COTE--)t1 110.3/4•S.N.S.0 12' HV-LOC-K-37-or Min.SEPARATSON (4)gra.,/z`s.Ns.T rueE W/ HV LOCK 4 or s W/ HV LOCK or 2-' TO CLASS O.C.FULL LENGM. /'y, /'� '—Q (SEE SCHEDULE AT EACH ANGLE.(TrP}� C � � . � rJ dJ w 1'/`1* 3 5* FIN ON SHEET t,) 111 J N 'C..J CJ ( Slt I ----------- ---- L 907 5 1/2" 2` i 1/2. �/ J {/'/1 w {•�-p J 'Cy w'C..Y ( QR�4R®.( 1�"a( IR to .�� ° Q w NVB � ouT «« HVC 10•®�Q•�3�tQ-©� HVA t Q°R®°R©'Otl4O�10 `t/°R EX STING 61155 'POURED CONCRETE OR 6C}•�7 •�a1V' 7 •18 1 ,0�15�©'�ar 7��ca—_ �— _--- ` LREOONUCRED 8LGGKtVALL v , _____------- o•o a o o SYMMETRICAL * I N s • 7 «+s • 7 • 9�+ MIN.SEPANAATION ,. _�� (MASS 8 •��tIJ9•Q�t s• `cEnss7 CENTERMATES 6 ©.®�,t©•� �}8'• 7j TO CHERCLASc� _ `-/ �Mc /� p� /�'� (SEE SCHEDULE — —.— * b Irl, HV r..�C{�f`L�bJ 1 OjN�7ERt10R) \:1'l'1°"�`©�L'.'/`� ON SHEET tl) raN.sEPARAsIar+ _ w 5 a 3 xt�?• -- 70 GLASS (N OPTIONAL — —~ (SEE SCHEDULE (INTERIOR) —_ ON SHI EET 11) - FO - j CONCfiEEE'/ i L - - - �1.,�� - ANcnoRs _1— 5 w * 3 vaR1Es i I•�•JI OUT] 6 1/2`LW.SLACK r /` ou-T * 5 - (EXTERIOR) HVE ....Jl+ 't7 HVF** HVQFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �Y. Q 2017 EASTERN METAL SUPPLY,INC. ''\,1 :•,�n�^' y. 02017 T0.TEC0.INC. BERTHA HA HV7M V 1lsF = Accordion Shutter System ". �LTE C Q �N�. A/ ��■ H,V.,MADE#1 W/OR W/0 KV. WNDOW BLADE TILUT TESTING & ENGINEERING COMPANY Amer3aan Shutter Systems REV.H DESCRIPTION GAVE ORARRI BN 1.G 8755 N.W.36th sL.Ste.305,V�RGm GARDONS,rLOROA 331E ASSOCIatloil, Inc. 1 OLD 15-c85 7/27/1 ogre 07/27/17 4268 Westroads Drive z DRAWING No '�,` Phone:t=OB)671 a:wt . ..L t385)67t-1431 "+s� P�\�11i1 o-meEs Qta1oWco n West Palm Beach, FL 33407 3 17-107 ' ttjl WALTER A.MLUT Ir.P.E. 4 "�•..�,A�+"' FLoaDA Ue.y 44167 5 SHEET F.E. SEAL�SIGNZT RE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W f HV "T" LOC 60 HV _MALE f F MALE "TT' LOCKS CENTERMATES LOCKERS227t W f i HV BLADE 42.E END CONNECTION oErAILS ON SHEETS 10 IS INSTALLATION n HV BLADE 00=110 GUM W/ HD CENTERMATES 3 OUT IN ` ouoEpsacK TETa9 FTIF,amcalEo as s FET e. .s WE11.as UWVOIS•E FLOM4 UjAw CD £746 rao-,no. q®u®•\:l"l.! �'-�•�u amiG47EO ON It06 SNCEY.Nay 8E USED x7nf R93 aLTERNA ®�'®/�w©•© am DETNT " `�'D'"TM IN 7145 SEE„ END WALL CONNECTION DDETAILS1ON SHEETS TQC i8 Incl£w lTo'omaED`i`.EiE Sro- i —I ;Dana-- 4# (oanaNu)— _—----r (4?jNMt SA7i/cE ft0.3j4'S.aS-O'Y 33 aY rlai w�a£.O+a) D.c nNL Logcia. # I N anis(ivP.) I N tPixs ittP7 a a"f0� 5 3 30 LOCK T(INSIDE} 1 ' , I... 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O� •, Association, Inc. 1 OLD 15-085 7/27/1 PATE: 07/27/17 Q �� 6355 N.e.3e M1.SE,SW 305.NRO.M G/AMT15,RA a+3314 4268 Westroads Drive 3 Phony:t3s5)eJ1-1330.FD•:t3as)eJl-1547 DRAWING No '- AL EN�'� tiT1 a--I:{nt.eoac, n West Palm Beach, FL 33407 3 Tt EBwCO06J18 A 7-107 •""IiaF7� WALTEM A TU37 Sr.P.E. P.E. SEAL/SIGNATURE/DATE RowOa uc.1 44167 SHE9 OF 20 POURED CONCRETE CURED CONCRETE POURED CONCRETE OR I " , �''I �" ORUCONCRED CR ETE j' OR CONCRETE f'• R CONCRETE (� REQUIRED " BLOCK WALL REQUIRED BLOCK 1'lA1.I,.REQUIRED f BLOCK WALL REQUIRED CONCRETE BLOCK WALL �" :•J i t / t/ �\ rr ( f t " �•E70STING GLASS EXISTING GLASS �� ,: I( 2'MIN, EXISTING GLASSCONCRETE ANCHOR "EXISTING GLASS ' 0 16"O.C. i' 1_—— MN.�PT1R1110N MIN--: — I f'� f TO GLASS(SEE gN �y + It SEPARAMM 14 SEPuuTroN i /'~ tit H F�1OD'HEET TO GLASS csf ` /J 1 !oL GLASS(SIX EO " EQ� TO(0.ASS(SEE SaIMME ON 3EEi I ISUEp1AE Oto SNEil' 1/16x3NAX. ON SLEET t9 FOR 11 FOR :ADE ON9 /" ,i /` SCFiF9tnE ON 91EET11 FOR BADE OAND (6063-T6)Cow. MADFS( 5:Q.� CN SHEET 19 FOR 1/2ON 1919 FFDRRON SHMT 19 FCR ALUM.CLOSER eims(1)&QI� /(EITFI SIDE BLA06�& PLATE(LOCATE 1/2' '" evDEsR) f AT ERNER SIt1E MIY(S� 1/2"NLN. IjOF D) •T•USE 1'OR 2-MAX. ' #10x1/2'S.M.S. I (/S APPLICABLE)n2:1/8•x0'-2"JIO.i®165 O.C�J �> 16"O.C. / _--.. ,ter (6063ALUMINT6 CUP AtiGtE�[\ �--� (6063-T6 ALLOY)AT 6110HEIGHi'1 (1)010.1/2-S.M.S.TOO& (d 1--/ (2)1/4.10 TAPCONS ANCHORS TO .:� ` WALL AT t'O.C.(LOCATE AT (�'�'� SSIDE CTIO ONECIOERHER 90E OFQ) ORORlam• SEE DETAIL X FOR 1 QR SO TRACY. SIDE CONNECTION I (yl«©•O7 w('g a t�Q' •�+n SEE DEFAIL E FO 4 n w 6 J�•8 10•11 n" TO TRACKS w w 6 7 a$ 10• 10 a SIDE CONNE ACK 10 ,cam' « «Q'�Q`4®mow 70 TRACKS t0•ij�«�•/31•1(�•�« 10.®®«4©��•--/�.°'�.�w 10• }5«p��•vh�_'C.0 (D-0 @-&@-0- 6•�`�©,«,tV•�70ry•@« END CONNECTION DETAIL(1) END CONNECTION DETAIL a END CONNECTION DIETAIL t11 END CONNECTION DETAIL i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING CONCTE BLOCK WALL j-' EXISTING GLASS j �+' REQUIRED GLASSED _'fGlA5-S� 4 �" '•I NLN.513 F.RAP.OtJ jIDx1/2'S.N. ' ;' ,,'' 16'O:C. A9N.SiARiADN Y ------- ---=_'---_ L To GLASS(SEE --'- SaEDULE CH_ _ _ _ C � _ OR Hi�OROOR .% 1 BLADE( CONCRETE 1/2'1dM. TO GLAas(SEE HaKXE ON .._--------__ tea- '" CLT S1EET 19 FOR ANCHOR 9 1 13A0-e OAND a 7-__- _ ----- @ OR 30R 1 OR(i •�COkCRETEf ! • RAGES,D&9 12'D.C. • �% ON SHM 19 FOR _____ _ AxCMOR� 'Z BLADES 5 BLADES p&a) OR@ ® D.C.. �>l i/z Nul. u I J KR & OR$&R1�OR 2"NIH. . ♦ SEE UldRAON S QF USE FOR O © VIEW2"MW.i BLADE 1 ON SHEET 19 OR 3 OR 1 OR OR l+ 1 OR &N I �� ET L J .� X31«©'OJ«s0 10•®« L POURED CONCRETE OR p«�«®OJ«C$7 tD toQp«p•�p•t1n END INSTALLATION CONCRETE BLOCK WALL 10•�w .,,,— 6 7 n 6 SECURED O.O•© O`O•®« 11 HV BLADE OR dO HV WINDOW BLADE INTO O O Q ®d^�� O`t ^• any«C fin® �« CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAfL(5� p ®«�'®nG�'�«tT '�(; C 0N DEUIL(g) v a®•� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, • 02017 T%=O.INC. 02017 EASTERN METAL.SUPPLY,INC. 'u 'IsF BERTHA HVTM ' LL ECO „Na. A.S.S■A. Accordion Shutter System .�. Itv. el.anE//1 w/OR w/o N.v.NArIDOW BLADE American Shutter Systems ;yi:, rlYi'EY/y TILLIT TESTING & ENGINEERING COMPANY Inc. E7.N 01:315-0 N DATE DATE. i0 L.D. ,(y ;'�• Association, a , CLD Is-ass /zJ 1 DATE of/zJ/» +•{`•••s•'( oink1� 8359 f1.N.M.SL.Sty"_D5.wrtt.0 WFDENS.FlOP.4'IA 3718 FAcnB:(305)671-1510.F..:(305)671-1531 4268 Westroads Drive 2 DRAWING No a 1p1 dl:t1t..00.0L_. west Palm Beach, FL 33407 3 OMAL «' t E8-0008714 17!107 .• t+j0 WALTER A TUJT,k.P.E. + ......r,A+"' FLORIDA Lin 11 44167 5 SHEET P.E. SEA Lf SIGNATURE/DATE s 10 OF 20 SCHEDULE 91 SCHEDULE '»'2 SCHEDULE #3 mmimw SHUTTER SPAN* 'L+" OR mAxiMUM, SHUTTER SPAN L+ 'AAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS -/ S)NMEIRICAL OR -L-- (ft.) FOR OR -L-- (ft.) INSTALLATIONS N LEGEND NOTES, CENTERMAIES, & ) or(3fi or(9 INSTALLATIONS W/ 131 SYMMETRICAL CENTE RMATES CONCRETE & WOOD (1)L+t MAXIMUM ALLOWABLE SPAN FOR A GIVEN W1 ONE H.V. LOCK or @ or or W )% ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. @ W L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE HO LOCK ,W1 NO LOCKING RODS or ONE HV LOCK & WALL &S.D. DESIGN PRESSURE RATING. LMICKWO162 Z' 2�OR NO LOCKING A, 6, C, D. E. M. N, 0. P. 0, CENTERMAi@ 28@ 29 W/ONE wl NO LOCKI I RODS DS MOUNTING F, K & L R, S. & V. 0, i,01- LOCK 30 W/n'10 LONG NG (SEE NOTES t tt) 0 (N%UD FOR LfOUNTI%G6 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM VISEE SHEET 7) FLOOR/CEILING G, H. I. IT, J T, U, Ill & X WALL P.IOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CO,IdW�1IGOR)INSTALLATIONS 0 CONCRETE 41 ISO loxvum C014CRETE MOUNTING & M -Arvw INITALI Ar".3 SIL OM INSTALLAw— GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, ASA DESIONI SD.DEWA FRMURE WALL LAW11FING PRIMMAX DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. Pmsutm WALL MOUNTING FLGOR,�CE.11.ING FLOOR/001.0tO UOUT11= GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, ..0 & OR po-V &.0 (p .,I.,r...G I DETERMINE MAXIMUM SPAN "L-'FROM SCHIOULF, OR FLOORtWALL UOUNIIND OR L-(ft) L+ (Q IL-(3) L+ U4 I L-M MAXIMUM SHUTTER SPAN 'L+'OR-L OR INSTALLATIONS INTO WOOD SHALL BE U.;�FIQ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES� 16'-0' 16'-0' 1 W-O' 16'-Q' --16,-0- 161-01 1 105 pst.A.S.D.DESIGN PRESSURE RAT, MINIMUM DETERMINED SPAN BETWEEN'L+'AND'L--. .35 1,V-10' 14*-10- 15*-2- 16'-0' 35 14'-10* 14*-10' 35 15'-r 16'-I0" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 13'-10^ 13'-10* 14'-Z" 15'-2' 40 tV_10' IW-10, 40 IC-2" 15W*-2" COMBINATIONS IN 9--MEN WALL MOUNTINGS 4-5 13*-1* 13'-1' 13'-4' 14*-3' 45 13'-1" 131- 45 13*-4- 14*-3* t HV CORNER CENTERMATE#3 MAY BE USED AT ALL ONS,LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: so 12'-W� 12*-5' 1 12'-8" 13*-7" so 12'-5" 12'-5" 50 12,-r MOUNTING INSTALLATIONS. 55 11--l0- II'_I0* 1 12*-1' 12'-11' 55 11,-10* IV-10, 55 IV-1 V-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE,A.S.D. DESIGN PRESSURE - I NOTE J5,SHEET 5. RATING: 60 IV-4' 11'-4- • T27-_4* 60 1 V-4. -71--4- 60 101-2* 10'-Il' DETERMINE: — I I q.-I. 1 65 _10;_10" 101-10* 1 65 lo'-10" _10'-10' 65 Ll+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10•-6- IV-6' 1 70 lo'-s" 0 W-9, 9-4' L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING . 10--l' 1 75 IO'_I^ 10'-1" 75 75 Io'-1 IM ttEXCEPT THAT MAAMUM SHUTTER INSTALLATIONS. so -7--lo- 9._10- 80 q.-Io. W-10" SPAN-L+*OR*L-'AND MAXII.SUIA AS,O,DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6- 9.-6. 85 "_6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 91-3, W IW_'. OR CONCRETE BLOCK SKALL BE UMITED AS FOUO%W-* DETERMINE- 95 9'-0' 1._r q'-V' 90 1- CONNECTIONS TO KEYSTONE MOUNTING L MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 9'-2' g'-10' 95 LIMITED TO +64,-72 P�SJ.AND 8'-0' SPAN, SEE Lz-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9- 4' 9*-0- 9*-7- 100 W-9, MOUNTING @ON SHEET 7. INSTALLATIONS, 105 W-7- 7'-I1' 89- 4' 105 8'-7* 7'-11' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 B'-47 7--r W-7- F- - -2- 110 8'-4! 77* NIMUM BETWEEN *Lt+". "L2+'. 'L%-'AND 'L2-' 1-15 —8'-2' 7'-3' _8'_1 1 1-15 B'-2" 7'-3" SEPARATION TO GLASS. SCHEDULE 120 81-0, 6'-11' 1 8'-2- 81-9- 120 8'-0' W-11, (4) Go TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7--10. V-8" a'-G* 5,-5" 125 -r-lo, W-8, ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 71-8* 7'-10' " 61-5. 130 7'-B' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR_ 135 7'-7' 7'-9- 79- 135 7'-7- 6'-2- SPACING. SEPARATION 140 7'-5" W-11' 7-7' 7'-6- 140 r-5- ASTM E-1996 145 7*-3" W-9- 7`-5• 7'-3* 145 7--3' 5'-9• TO GLASS ISO 7'-2- 1'-7- 7'-4- 7'-0' 150 7'-2- .5.-7 7. 155 7-a* 155 7*-2* V-9' 5'-5' 1 THRU 3 160 6'_11- V-2- 7--t- 6'-7- 160 6'-I 1 5'-2- 165 T-0' V-4' 165 W-10* 5'-1' 170 W-9- 6'-I1" E65'--2" 170 6.-,. 4'-11' 0, 175 6'-7' C-9' V-9, V-0, 175 6*-7' 4'-9" .,._,O_ S._._ sv* HV BLADE ISO s'-s' V-10" 180 6'-6- 4'-B 185 6!-5" 4*-6' W-7- 51-8- 185 1 6'-5' 1 4'- 190 W-4- 4'-6' e-G, —iso 195 61-3, 4-1 195 200 W-2- 4'-r V-4' �51_3' 200 1 •6'-2- A_V-2- 205 4*-1' 6*-3" _5-t- L=2=051::6:=_1- BUILDING CODE(Non FLORIDA High Velocity Hurricane Zone: 02017 TILTECO.[NO. 02017 EASTERN METAL SUPPLY,INC. ENS, %:P BERTHA HVTM coAccordion Shutter System -I-,,-c.\ A.S.S.Aw E KV. BLADE#1 W1 OR W10 RV.WNMW MADE American Shutter Systems Uy.No CRIpnoR DATE G. DES L "N MID'y# TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/17 R.M17 .7-/1-1/ 4268 Westroods Drive 2 Ste.305.MRM�GULDENS,FLOR*A 331 (305)871-1530.I-*(305)871-1611 —DRAWING No .N rat.,t 01.c— West Palm Beach. IL 33407 3 .......... E8- 6719 — 17-107 WALTER P.E. rLUT Jr. rLOMOA Uc.j 44167 SHEET — P.E. 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(Min,rc 3 Tei) SPAN (g) Of5T21 NEFAR.E Pf4S7Jfffi FAT:4`. ,DESIST N'SATNE pi935WE fUTAO 0.rDGN FE6UNE PRES5112E PATI& 1/4'd BLUE TAP CONCRETE ANCHORS W/CAF'AS MANUFAC7URW 8Y FIDFODA FASTENERS pIRECT,INC.(Min.1c.2 ksi)30 40 6O 75 90 H2O,60 285 3D 40 60 75 90 120 1W Sp 60 75 9O 124 160 205 N WITH DV -t/4'd TAPPER+ANCttORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRffiUTED BY ALL POINTS SCREW,BOLT&SPECIALTYTAPCON 1VtTH ApvANCEO COMAANYOR ANYOTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICN SHUTTER SYSTEMS ASSOCIATION,INC.i4 1to9et4 t2 l0 9 a e s 1 to 9 8 a e a THREADFORM TECHNOLOGY (Min.I-c-3 k9i) 3'-0` t4 t2 t0 9 a S a 6 i4 12 10 9 8 8 6 t2 to 9 a a e s ALL POINTS SOUD-SET OR 14 12 ID 9 8 a 6 6 14 12 t09 B86 12 f0 9 0 8 6 5 BLUE TAP W/CAP NOTES: 14 t2 t0 9 a 0 6 T 14 ,2 to 9 8 a 6 12 f0 9 8 8 6 6 TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURER CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 tO B 8 7 5S 3.5 14 12 t0 9 8 8 6 12 10 9 8 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4,-O' 14 12 fO 9 8 8 6 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 55 ,4 12 10 9 8 8 6 4 14 12 10 9 9 8 a 4.5 14 12 10 9 8 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT W 12 10 9 0 8 6 4.5 14 12 10 9 8 8 6 5.4 14 f2 10 9 8 8 8 4S INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO [14 12 10 9 75 55 35 - i4 t2 t0 9 6 8 5 5 14 12 10 9 a 7 95 4 •SCC LAI)LA110'S OF USC r0R OaSt,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 12 10 9 8 8 6 6 14 12 10 8 8 6 8 5.S 14 12 10 9 8 8 6 45 19 5'-0' 12 10 9 8 7 a - 14 12 10 9 8 6S 5 3.5 t4 12 10 8 0.S S 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 12 f0 9 a 75 45 - 14 12 10 9 8 8 6 4.5 14 12 ,0 9 8 8 45 .75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MA9i STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 85 45 - - 14 12 10 9 8 75 5.5 4 14 12 10 9 B 6 45 3.5 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL StDVO OR En WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR B._0. 12 10 9 a a 6 - t4 i2 to 9 a 8 6 5 1< 12 10 9 8 85 5 35 INSTALLATION INTO EiFS WITH METAL STUDS SEE SHEET 24.12 t0 9 7.5 55 3 - I4 12 f06S755 4 3 14 12 8 &S &5 4 3 - (8) TO MOSTING CONCRETE BLOCK:(ASTM C-90) 12 f0 9 8 8 - - 14 t2 t0 9 6 8.5 4 3.75 t4 t2 10 &S 6 5 4 - - i/4p TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUTDEX.t2 a 6-6 55 3 - - 14 12 10 9 8 BS 45 3.5 it i2 10 8 T 5 7.5 3 - 1/4"d x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 t2 /0 9 9 a - - 14 12 10 9 a 7 5 4 14 12 10 9 75 SS 4 3 7'-D' - 1/4'O BLUE TAP ANCHORS ANCHORS Wf CAP AS POWERS FASTED RS FLORIDANC.,A FASTENERS DIRECT,INC. 14 t2 50 8 8.5 4 - - 14 12 9 75 8 45 3.5 - t; 50.5 7 5.5 4S 35 - - - i/;•p TAPPER+ANCHORS AS MANUFACTURED BY POWERS fA^sTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 &5 7 4 - - 14 12 10 9 7.515.5 4 - 14 f2 9 7 7414.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUT40MZEO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 It 7 45 - - 14 12 10 9 7.553 4 - 14 12 9 7 6 45 3 8•-0' 14 12 10 9 8 6.5 - - 14 12 /0 9 a 6 4 - 14 12 10 8 63 5 33 _ NOTES: 14 12 e-S7 SS 3 - - 14 12 8 65 55 4 3 - 25%5 6 5 4 3 - ELI)M7NIUUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.517.5 6 - - 14 12 95 8 6.3 5 - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 93 6.5 9 35 - - - 14 12 10 8 " 5 - - 14 12 8 BS 5 + - B._0. 14 12 10 9 a - - 14 12 10 9 T5 43 - - 14 12 IIS 7 55 4 - B-2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHAH BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 7S 6 4 -[14 It 7 55 5 3.5 - - It 8 55 45 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SMALL BE 1 1/2`LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.5 - - 12 BS 7 S.5 ♦ - - t4 HOS 7 55 6 4.9 - - EXIST,AND i'MINIMUM FOR WALL$WITH NO STUCCO. t58.555 4 - - - - 12 9 7 0 4.5 - - 14 it 7 5.5 45 1510'-O'i4 12 10 9 7S - - - 12 ,0 8 6.5 9 - 14 12 a 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRM PANELS,PAVERS OR ANY VENEER BE FOUND ON THE:COSTING WALL OR FLOOR. t4 LOS 7 5 35 - - 95 63 5 4 3 - - 10 IS 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUMRE BEHIND SAID:TALL FINISHES.ANCHORAGE 94ALL BE AS INDICATED ON 14 11 75 5.5 - - - - 11.5 9 6 5 4 - - 25 95 6 5 4 4 - - NOTES ELI)&&2)ABOVE FOR INSTALATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.IDS 8 5 - - 12 8 &S 55 4 - 13 to 85 S 4 3 - - FOR INSTAL ATION INTO EIFS WITH METAL STUDS SEE SHEET 28. 14 12 to - - - 12 9 7 6 4S - - 14 10.5 7 55 45 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 95 5 - 9 8 4S 4 3 - - 9 7 45 3.5 J - - 14 to 7 - - - - IOA 7 54 45 - - - ,IS 85 55 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 95 7 4.5 - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - I- t2'-0' i4 t2 10 - - - - - 14 12 8 65 5S - - - 13 10 6.5 5 4 - - - FEDI_STAMC�r�VEREUC SPACING SCHEQU E-EOR ANCHORS: t5 6.5 43 - - - - IT 8 5.5 4 5S - - - 8 6 4 3 - - WULIMUM ANCHOR SPACINGS ARE VALID FOR EDGE O:STANCES INDICATED BELOW.FOR E.0,LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 9.5 a - - - - - 13 95 5.5 5 4 - - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHONN ON SCHEDULE BY THE FOLLOWING FACTORS, 4 65 - - 1410.5 7 55 SS - - ti 83 53 4.5 33 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN NANNWU SPACING MOICATED FOR EACH ANCHOR TYPE. t4 12 - - - - 14 IIS 7.5 8 S - _ - 12 9 8 4.3 4 _ = FACTOR TOS a - - - - - to 75 5 4 3 - - 75 s5 4 3 ACTUAL TAPCON WiTH ADVANCED TAPPER+ IT &5 - - - - 12 8 0 45 4 - - - 9.5 7 5 4 - - j HV ��E QR EDGE TAPCON THREADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/CAP MtN.SPACING 9 8 - - - - - 13 9S &5 5 - - - - OS 7.5 5 4 - - - - QICTANCE MIN.SPACING.3' MIN.SPACING=3' MIN.SPACING-S 1/2' MIN.SPACING m 3' 3 3/4- 4' 14 6 - - - - - - 14 105 7 $3 - - - -Ill 6.5 55 43 - E.D. 14'-0" 14 73 - - - - 9 7 43 3.S - - - - 7 S 3S 3 - - - _ BLADE W POURED CONCRETE& PMF�D OAIf>ElE 17xa'ra tE SM POURED CONCRETE& POURED CONCRETE&Trap6D ONO'STE m4731E eDCK tis 8 - - - - 11 a 55 45 - - - 9 8.5 <5 - - - - I"iV WINDOW CONCRETE BLOCK IOL fA•1 i/2•IAN ED•2,JY CONCRETE BLACK CONCRETE BLOCK Mft ED-3 1/Y tcL EO.•2,/Y MFL EO.3' MN 930 MN EO.•1' 75 - - - - - t2 9 6 - - - - - 9.5 7 4.5 - - - 3" 1.0 0.90 1.0 0.78 1.4 0.84 1.0 14 - - - - - - - 135 10 b3 - - - OS 8 5 - - - - - BLADE WORKING _ 9 - - - - - - '• &5 6s 4 - - - - &5 5 J - - - - IN UNISON ♦ 2 1/2` D.BI t.o os7 l.D f0 - - 105 e S - - 63 6 4 - - - - 2' 0.71 - D.S7 - 7 _ - _ - - - - 115 as 9 &5.4Z - - - - 1 3/4' - 0.91 - - - 0.43 - lB'-0' 725 95 6 - - - - - 10 75 5 - - - - - 1 1/2' 0.33 - - D.35 - 6. ; _ _ _ _ _ 8 4.5 3 _ _ _ _ 4 - - - - FLORIDA BUILDING CODE(Non-High Velocity Nurricone Zone 11117 6&\ A. T��. 02017 TILTECO,INC. CJ 2017 EASTERN METAL SUPPLY, INC. ,� •, .......... �>= BERTHA HVTM ''� 's "�''; /"►}-�'�'- Q A Accordion Shutter System FYpV V INC. ■ ■ ■ ■ FIV.BTADE#1 W/OR W/O HAV. ININDOW a" American Shutter Systems ' .{. - TILLIT TESTING & ENGINEERING COMPANY y fl'•N oE3cRIP4oN DATE DRAWN BY: Lc. ~ a TA7F�F A '+ ; 6355 ax M..SW Sb.305.W=i3A CARD05.FLCFOOA 3316 Association, Inc. I OLD 15^DBS /27/1 GATE: 07/27/17 O 4288 Westroods Drive 2 DRAWING No ,14'r' ••'o61D41 PMne:I30S�7i-1530.Fax:t30S)871-7531 S• rl `� 11 e-motltaco64i�d.com Vest Polm Beach, FL 33407 3 17-107 ©' •••• �`�` ,ii WALTER A T1LLIT Jr.P.£ A EliAf `s t j FLORIDA Uc. 44167 5 SHEET P.E.�SEA AT{9i2k� DATE s 13 OF 20 MAY MUM ANCHORS SPACING (in.) SCHEDULE FOR A GNEN MAK SHUTTER SPAN A GN NEGAMVE PRESSURE RAMNG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE UOMMOS 4 4.K&L ON SHEET 7) POURED ED CONCRETE POURCON BLOCK ANCHORS'SPACING J LEGEND 1• OVER& St TRR.Y11 ORAINGUARD MOUIMUG OtVALL/FLOOR MOUNTING ©AVALL/WALK OVER MOUNTING SPAN u0UtdTt; TAPCON OR (� DO=6FOONE I9 WURE W.TSL A,=05121 AEGAINE t MMn RANG(pl ASC.0[S6N 18WK PRMWRE WHIG DMM IVAME Pn"WIM R02G(9d TAPCON WITH ADVANCED 30 40 60 175 120 120 160 205 30 140 160 17S I 9O 120 160 205 30 140 60 75 90112011601205 30 40 f 60 175 190 112D 160 205 THREADFORM TECHNOLOGY 14 12 10 1 9 Is 8 I 8 6 12 12 72 12 12 15 65 65 7 7 7 7 T 7 T SS 5 5 5 5 5 5 S 5 ALL PQINIS $OUD-SET 14 T2 t0 9 8 8 6 6 12 12 12 12 12 12 93 7 7 7 7 7 T 7 7 7 5 5 5 5 5 5 5 5 DR LESS 14 12 10 9 8 8 6 6 12 12 12 12 05 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 12 12 12 12 TO 75 6 T 7 7 7 7 7 7 7 S 5 9 5 5 5 5 5 TAPPER+ 14 12 10 9 e 8 6 6 12 12 I2 12 15 SS 65 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 S 4 , 4,-0. 14 12 t0 9 6 B 6 6 12 12 12 12 12 95 7 5.5 7 7 T 7 7 7 7 7 S 5 S 5 5 5 5 0 14 12 TO 9 8 8 G 6 12 t2 t2 95 6 8 45 35 7 7 7 7 7 7 8S 5 5 5 5 5 S 5 5 5- 14 14 12 10 9 8 8 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 3.5 9 5 S 9 5 5 5- T4 14 12 IC 9 8 B 6 6 12 12 12 it 9 7 5 4 7 7 7 7 7 35 4 3 5 5 5 5 5 S 4 3 5,-0• 14 12 10 9 8 8 6 0 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 9 5 5 5 S 5 14 12 t0 9 8 a 6 6 12 12 95 7.5 6 45 35 - 7 7 7 7 7 7 S 35 S 5 5 6 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4` SEE ANCHOR 14 12 10 9 8 8 6 6 11 12 15 9 75 55 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 45 3.5 - SPECIFICATIONS 6,-0• 14 t2 10 9 8 8 B 0 12 t2 I2 10 8 6 45 &S 7 7 T 7 7 7 7 7 S 5 S 5 5 5 5 5 ON SHEET 13 14 f2 10 9 8 8 6 0 72 12 8 6 S 4 3 7 7 7 7 7 5.5 4 5 S 5 5 S ! 3 14 12 10 9 $ 8 6 6 12 12 10 S 64 6 75 - 7 T 7 7 7 6 45 - S 5 S 5 S 5 45 - 14 12 10 9 8 8 6 6 f2 12 10 8 6.5 S 3S ^ 7 7 7 61 5.5 4 - - 5 3 9 S S 4 3 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 T 6 5 5 5 5 S S 5 5 14 12 10 9 8 8 6 6 12 10 65 5 15 3 - - 7 7 7 7 6.5 S 3 - 5 3 S 5 5 5 3.5 3 14 lz 10 9 8 8 6 6 12 12 $.5 7 s 4 7 7 7 7 7 5 - - 5 $ 5 5 5 $ 4 - 0 VAUD ONLY FOR UP TO +70. -75 14 12 10 9 8 8 6 - 12 12 85 7 55 4 3 - 7 7 7 55 45 3 - - 3 5 5 6 4.5 35 - PSF A.S.D DESIGN PRESSURE 14 12 10 9 a 8 6 - 12 12 O5 75 6 45 3.5 - 7 7 7 7 7 7 7 4 s 5 5 s s S 5 S RATING & FOR SPANS PER li 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 5.S 4 - - 5 5 5 5 5 4 3 - SCHEDULE #3. SHEET 11 14 t2 la 9 8 8 6 ^ 12 11 7.516 5 75 - 7 7 7 75 6 45 - 5 S S 5 5 4S - 14 12 10 9 8 8 - 12 IS 7.5 6 5 35 - 7 7 58 3 4 - - 5 3 5 S 4 ] - 9,�. !4 t2 t0 9 8 8 - - t2 12 95 85 55 4 3 - 7 7 7 7 7 7 8 J 5 5 5 5 5 5 S 5 14 12 10 9 8 8 - OS 8 5 4 3S - 7 7 7 0 5 JS - - S S S 5 5 ! J t4 12 10 9 8 8 - 12 10 a5 $ 45 - 7 J 7 6.5 5S - - 5 5 5 5 5 4 - 14 i2 10 9 a B - 12 OS 7 55 15 3.5 - - 7 7 5.5 45 3.3 - 5 5 5 4.5 35 - - 10,-0�11 12 10 9 8 8 - - 12 1/ 85 6 5 3.5 - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 95 7 45 3S 3 7 7 7 35 4.S - - 5 5 5 5 45 3S 14 12 10 9 8 a - 12 9 6 5 4 7 7 7 6 5 - 5 S 5 45 5 - 14 12 10 9 8 a - 12 95 6 5 4 3 7 7 5 4 3 - - 5 5 S 4 35 - 11'-0.14 12 t0 9 8 8 - = 12 10 7 55 4S 75 = - 7 7 7 J 7 7 35 = 5 5 S 5 5 5 5 4 f/�/''�} BLADE �''{� �k\� 14 I2 10 9 8 8 - fTT 85 { 4 ] - 7 7 6 5 4 5 5 5 5 . 3 _ �1 j H V W�A D E ONLY \LY 14 t2 tO 9 8 8 - - Si $ 5S 4 - - - 7 7 7 S.5 4.5 - - 5 5 5 5 4S - - f-1 14 12 10 9 8 01,518.5 53 4.5 3S - 7 7 4.5 35 - - - 5 9 43 ].5 J - 12,-0•14 12 10 9 8 - - - $715 6.5 5 4 3 - - 7 7 7 T 7 6 J 5 5 5 5 5 S 4S 35 14 12 f0 9 $ 4 3 7 7 5.5 45 ]3 - - 5 5 5 45 4 3 t4 12 10 9 8 5 4 7 7 6 $ - $ 5 5 5 4 14 12 10 9 8 - 6 4 35 - 7 63 45 35 - - - - 5 5 45 3.5 3 - 13,-0•14 12 70 9 8 - - - 6 4.5 35 3 - 7 7 7 7 7 45 - - 9 3 3 S 5 5 4.5 35 T4_t2 10 9 a - 3 7 T 5 4 3 - 5 5 S 4 3 t< 12 10 9 6 9 7 SS 75 - - 7 7 55 45 - - 5 S 5 i.5 4 14 12 10 9 - 10 75 5 4 3 7 8 4 3 S 5 4 3 - 14,-0'/4 12 10 9 - - - - O5 8 65 4 35 - - - 7 7 7 7 7 4 5 5 5 S' 5 5 4 3 14 12 10 9 ^ 65 S 3 7 7 5 35 ^ S S 5 4 - - - 14 12 10 9 - - - - 8.5 85 4 - - - 7 7 5 4 5 5 S 4 - if 12 10 -^ - - 9 7 45 35 3 7 5.5 35 - - S S 14.5 - - - 15,-0. 14 12 t0 - - - - t0 7S 9 4 3 - - - 7 7 7 7 7 35 - - 5 5 5 5 4 3 14 12 70 7 7 4.5 3 - 5 5 - - - lf 12 10 _ - _ - 8 6 { - - - 7 7 5 - 5 5 - - - T4 t2 10 - _ _ - - 85 4 J5 - _ - - 7 5.5 35 - _ - - 5 5 _ - 16'-0 14 12 t0 - - - - 9S 7 4S 3S 3 - - 7 7 7 7 6 3 - 5 S Ti5 4.5 35 -- 14 t2 10 - - - - - fi 4S 3 - - - - - 7 85 4 - - - 5 5 - 14 12 to - - - - - 75 5s 75 - - - - - 7 .VO 4 - - - 5 6 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 42017 TILTECO,INC. ,,11, T`",,..• '• (��5.� 02017 EASTERN METAL SUPPLY, INC. T` ~<iFtis;•, _„ BERTHA HVTM r .+ Accordion Shutter System E INC. &S.S.A■ H,V. MADE#1 W/OR W/0 H.V. WIMON BLADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Inc.AssE1'•N D 15-08 921E o9aN11 0 I.C. ,+, Q•�•�, t; 63,53 tom.36th.St.Ste.304 V�(.YA OARNm FLO(50A 3116 268 Westionl Dri , OLD 1$^065 7/27/1 OATS: 07/27/17 -.25 •- Rpmt-•;'^�-5 Php.:(305)871-1530.ro,<:(305)8)1-1531 4268 Westroads Drive 2 DRAWING No -.a:6neeaoua.eom West Palm Beach, FL 33407 3 r ""-t$'��h1�L ENyt�tt, EB-0006719 4 17-t�7 f1i WALTER A .E TILUT 4r.P rLIX11CA Lie.6 44167 5 SHEET P.E. S Cf3t AYURE/DATE s i4 OF 20 MAXIMUM A.S.D. DESIGN PRMURE RATING (o s f AND CORRESPONDING MAXIMUM ANCHOR SPACING ('(n.) SCHEDULE FOR A N MAX. SHIER SPAN NEGAIVE A.S.D. DESIGN PRESSURE RAMINIG AND A CORRESPONDING MOUNTING TYPE. (SEE 1IOUN1114G5 ON SHEETS 16&17). :S3; L__J E=Rt 'S'z-7- F-z;;Z F=- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE Na. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MlN. COX 2D MIN.G-0-55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/MIN. G=0.36 PLYWOOD MIN.G�0.50 W/ LAIN. G=0.43 pr MIN. C=0.36 uAxnam SPAY(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS 8.0, WALL MOUNTINGS BA. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, O & R W& X M, N, O & R W& X M, N, O & R W& X P & O S&V S&V S&v F6ra NU h I S9FF D iG(jj (C:IOH"M rE w_LQ&(F J Osi1 dCAL 8114FE 8RC(}W tl 7A FbL E FRSSTE 6LE0(FIJ aTGv NOUS ImvrL 6ttG(� Emt OAT.£RIIIlP EDG(j Rm AFG E PFIBi DDG(Filum 001 MIME 95FF PRIG D3X 1ECRE RR7LF FFtG 4A LL7 13A NrRS maRI ODO M 30 40 60 75 90 OS 30 40 60 75 90 105 30 140160 75 90 1105 30 140160 75 190 105130 40 60 75 00 105 30 140 160 75 190 105130 140 60 75 90 05 30 40 60 75190 05 30 40 160175 90 05 30 40 60 75 90 05 '-0.OR 12 10110 9 8 8 6 6 6 b 6 6 12 10110 9 8 8 6 6 6 5 6 6 12 10 10 9 8 8 6 6 6 6 6 6 S 5 4 4 4 3 12 12 12 12 12 12[12 12 12 12 12 12 12 12 12 12 12 12 4•-p' 72 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 8 6 12 10 10 9 8 8 6 6 6 6 8 6 6 5 4 4 4 3 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 10110 9 8 8 6 fi 6 6 6 5.5 t2 SO 10 9 8 8 6 6 5 6 6 5 12 ip 70 4 8 7 6 8 6 6 6 5 6 5 4 4 4 3 12 T2 12 72 12 I2 12 12 12 12 12 I2 12 12 12 12 p." 5•_p• 12 10 10 9 6 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 8 fi .5 3 4.5 12 IO 10 9 6 3.5 6 8 6 6 5 4.5 6 5 4 4 3.5 - 12 12 i2 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_p• 12 10 10 9 6S 4 6 6 6 .5 4,5 4 t2 10 10 9 S 3 6 6 6 5 4 3S 12 1O 10 7 3.5 - 6 6 6 5 4 3.5 6 5 d 4 - - 12 12 12 T2 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 8•-0' 12 10 10 7S 4S 3 6 S 6 5 4 3.5 12 10 1p S .5 - 6 6 5 S 3S 3 12 10 f0 4 - 6 B $ .S S 3 8 5 4 - - 12 12 12 2 12 12 12 12 12 11 9S 12 12 1.5 9 7.5 0.5 g•_0• 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4S 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 to. 12 12 1 9.5 8.5 12 12 t0 8 6S 5.5 10'-0' 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - 6 6 d .5 3 - 6 5 - - - 12 12 12 12 1. 0.5 12 12 I0. &S 7.5 12 12 9 7 6 5 11'-0• 12 10 5.5 - - - 6 S 4.5- - - 12 10 4S- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 C - - - 6 5 - - 12 12 12 12 10 8S 12 12 12 9.5 5 7 12 12 8 5 5.5 4,5 _ 72•-p- 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 8 5 - - 12 12 12 L 9S 8 12 12 11 8.5 7 8 12 1.5 7.5 6 5 4 13'-p• 12 10 - - 6 6 - 12 10 - - - 6 4.5 - - - t2 7.5 - - - 6 4.5 - - - - 6 4.5 - - - 1? 12 t2 t0. 8.5 7.5 t2 12 10 8 65 5S 12 OS 7 5.5 4.5 4 t4'-0` 72 i0 - - - - 6 5.5 - - f2 7 - - - 5.5 4.5 - - - - 12 7 - - - i5 4.5 - - - - 6 3 - - - 12 12 12 9S B 6 12 12 9.5 7S B 4.5 12 9.5 6.5 5 4 3 lg-0' 12 - - 6 - - - 12 - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - 12 12 11 9 7.5 5 12 12 8S 7 8 4 12 9 6 5 4 - iG'-D" t2 - - - 5 - - - - - 6 - - - - 12 12 10. 85 G.5 4 12 12 8 85 5 3 11. 8.S 5.5 4.S 3.5 - {10 HV BLADE OR d) HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON+ .SEC ON Aa LAE FOR BtAOEAi p4 91EEf 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SCID WOOD SOFFIT SHALL BE AS FOLLOWS: S.SUBSMTE SHALL CONSIST OF THE FOIWWINO: -SOUTHERN PINE Na.2 W/G-0.55(N.D.S) -Ile*TAPCON ANCHORS.AS 66VNUFACTURED BY LT.W.SUIUXK W/MINNUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C"OSO(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE TR NORTH W/0-0.43(N.O.S.) EXCEPTION:SEE NOSE 2 SEWN. -SPRUCE PINE RR SOUTH W/C-0.36 QLDS.) -MIN.1/2•COX PLYWOOD(1988 APA) 2.A14CHORS TO HOLLOW CEDING SHALL BE AS PER MOUMC TYPE U.SHEET 17 AND SMALL,CONSISTOF LAG SCREWS AS PER RDS 2015 SPECIACKROZI& 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE REOMWEtMOMS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILD!NO CODE(Non High Velocity Hurricane Zone {111 �!'"w 02017 TLTECO,INC. (02017 EASTERN METAL SUPPLY, INC. ' iCEt'' . v BERTHA Y TM '. Accordion Shutter SystemC_ ,N-�. A S A. H.V. eI.cDE#t w/OR w/o H.v.V'ANIXJW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,N DESCRIPTION DATE DRAWN BY: LC Association, Inc. I OLD 15-085 7/27/1 DATE 07 27/17 Q Y 6355 NW,340 St„Sb.306,\.Pa.Gut05)8 FLORIDA1-153 3316 4268 {Vestroads Drive 2 1 Phase:(385)871-1530.F9::(365)872-1531 DRAWING No -�-S1s/.�,,,/AI{ ...••'`� IF{1 o-ma 6l roo�B cam West Palm Beach, FL 33407 3 17-107/� �./QilMIL�,�%�j1i1 WALTER A TTUT Sr.P.E. 4 t�� tJ7 FLORIDA Ue.d 44167 5 SHEET P.E. SEdCfSlF;i'i'URE/DATE s 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 2 HV*—BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WQ00 VITR HV -SLADE(71 —ONLY SHALL WALL FINISH BE LIMITED-TO 105.0 psf, A.S.D. DESIGN PRESSA G E S EE 9 FOR MAX SPAN & 11'ro TAPCON OR A.S.D.- DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADEC1)& VA) WORKING IN UNISON TAPCON WITIH ADVANCED .1 1 - T�41'..TAPCON 011. THREADFORK TECHNOLOGY "0 ADVANCED THREADIFORM TECHNOLOGY CW in k )(TIN 1/2'M .PENETRATION L6 READIED AREA,To W/ 1 1/2 ..PENETRATION Of THREADED AREA TO EXISTING EXISTING WOOD HEADER. SSEPARVAOMMN I WOOD HEADER. SEE SCHEDULE ON SHEET 15) TO OIASS($a --OOR iv (SEE SCHEDULE ON SHEET 15) 1/4*0-20.3/4'S.S,MACHINE % SCREWS W1 1/4' FOR MVDMNJ_ -20 NUTS ON SHEET 19 FOR OR&� r \/Ixl lli411n;i 12'D.C. Il I*Min. EmSTING BLADES(D*(2) GLASS-q� WALL "7711 71 1 OR FINISH PlIONAL FINISH MI OR DoD ♦ L '�STING MIN, HEADER REQUIRED 2".4"WOOD 1f4"a 7APCON OR T��,111.1'111,TH ADVANCED If HEADER REOUIRED WL SEPARVION MI..PENETRATION OF THREADED AREA TO CLASS— MING WOOD HEADER.TO CLASS(SEE Eaxl SEPARATION TO CLASS (EET 'DAND—! E 'SCHEDULE ON SHEET 11) lll�(--SCHEDULE ON SHEET Is) I SOMME ON 9 EE FOR SLADE CONT.SILL ON SlW 9 FOR L 2*0 `BLADES V.Q I 11 4 PLATE REQ'D. GLASS� LJ I (�)IJV WALL HEADER INSTALLATION 1 CO HV WALL SILL INSTALLATION @HV WALL HEADER INSTALLATION I I I ARA I MSEPARATION TO CLASS MIN.SEPTION TO GLASS EXISTING IN. SEE SCHEDULE ON SHEET I I)— E)GSTtNC (SEE SCHEDULE ON SHEET 1T) TO GLASS CONT. LGN.5EPARATtON(SEE SCHEDULE ON SHEET 11) YooD = 0.3/4'S.S. CRS 7 1/4*0-200/4'S.S. USING t/4S'-20EWNUTS I I, 7 MACHINE SCREWS W/ 0 12'O.G. WALL 1/4--20 NUTS 0 12 D.C. FINISH OR 04@ 173. 2'X4;C L WOOD ll'� � 11 CO_ NT A w E IT PEO' 1/4-0 TAPCON OR TAPCON VVITH ADVANCED T.READFORM TECHNOLOGY IV/.I.1,12 SILL RATION OF OOD HEADER. THREADED THRMFORM TECHNOLOGY Af/1/2- 144*0 TAPCON OR Min.,PENET OR 0 TO 1/4-0 TAPCCN OR TAPCON WITH ADVANCED (SEE SCHEDULE ON SHEET 15) 1-SEE SHEET 4 FOR TYPICAL I I I 1\ Win.PENETRATION OF THREADEDAREA INTO PLYWOOD CON WITH ADVANCED �m ki� .- \ I/ MIN.C THREADFORM TECHNOLOGY SHUTfER ASSEMBLY. _j —WALL FINISH (SEE SCKOULE ON SHEET 15) EXISTING MIN 2 xPLI-Tv V 1/2 Min.PENETRATION OF 2-MOUNIING SECTIONS CAN BE STUDS* I I AX OD RE 0. 6 O.C. INISHTHREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO LI/2-MIN.COX PLYWOOD REO'D. REQ`D.PLYWOOD iO'BE* WALL (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATIONt @14V WALL SILL INSTALLATION MIN.27.4'STUDS 0 167 O.C.MAX.REWO. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SEC71ON 2300 Of THE T SEC u IF I WITH SECTION 111 11 THE III —ALLATION NI HV WALL SILL LVA SHEET INSTALLATION F.B.C. 9011141—@ HY WALL,SILL INa BLACE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. ............ BERTHA HV—T. Accordion Shutter System A.S.S.A. f KV. RADE#1 W/OR W/O KV. WINDOW MADE UV TILLIT TESTING AtneriCan butter Systems .ENGINEERING COMPANY OESCRIPOOR DATE !""T'By_ 55 N.W.300.SL.Sfv 30%VIRM(A GARDENS.FLCROA 33t 010 Assoclation, Inc. UD 15-085 D7/27/17 DATE-. 07/27/17 (305)871-1530,F..:(305)]171-153i 4258 Westroods Drive 2 DRAWING No e pp it -.6h b1taoft.l.— West Polm eeoch, FL 33407 3 ED-000671917-107 WALTER A.TILUT J,P.E. 4 FLORIDA Llo 1 44167 5 SHEET DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR1 HV & a HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WiTH HV BEADEI ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE ATING SES T 19 FOR MAX WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING iN UNISON � 1/oro TAPCON OR t ^E{} 2 MIN. /• 'r TAPCON WITH ADVANCED 4'x8'(M;n.)EXISTING 7- 1 �, ?,r'J THREADFORM TECHNOLOGY WOOD DEW REQUIRED. / ! _ EOG..(IF APPLICABLE) I i.•_ w/t t/2`A;n.PENETRATION 1 4'p-2(,x3 4"S.S. STRUCTURAL.ADEQUACY OF THREADED AREA TO / J OF EXISTING WOOD BEAM J i (n5 I1 EXISTING 1.000 HEADER I" PHILLIPS TRUSS HEAD Min. MACHINE SCREWS REGISTERED ENGINEER OR"� �'Y if 1 f'�--"�— •� E1t75TING Yr000 A J;{SEE SCHEME ON SHELT SS} VJ/1/4'-20 hTRS ARCHITECT PRIOR TO E+3-/=1--^EO � TRUSSES OR I �{ 0 12.O.C. SHUNTER INSTALLATION. � /� � 1/2" 1/2' RAFTER©24' O.C.REOUIREO ( j I t J4'a TAPCON 4R f t t OR{ TAPCON WITH ADVANCED r � �, r � / / EXISTING SOFFIT i a I t o TIO _ __ TU ,257" THREADFORM TECHNOLOGY i!! S.MS. E I Z` 3f4"Mox THK ( M EXISTING WOOD ON PENETRATION r5} t f or 13 or _ 1 xa'xi OF THREADED AREA TO / EQ'�/E,q-.� I x3/a' 0"" /8'CONT.ALLIUM. BE EDULE / /I (80fi3-T8 ALLOY)RE OPTIONAL EXISTING tt'fIOD HEADER. // (FA Q 6'O.C. I 3)5/18`4 LAG SCREW$TRUSS.TO or 1U3 Or 15 I CN RAFTER OR SAT LOCATE!AG SCREWS AT f IAIGAIOTH OF EXISTING W000 ( EXISTING Mel 2"x4" 1 1 I MEMBER.(2'Min.NOMINAL ExISTU16—) HEADER REQ'D OPEN HOLE AT EACH yflDTN}W f 2-M;n. •:LASS II IAN.SEPAaATION TO CLASS I STUD TO ACCEPT PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEET 11) E'"G�' I 5/18.0 LAG SCREW ;{ AREA VALID FOR �—} AT CENTER OF TUBE. s INSTA�LaTIQNS WITH 72psf i I +t,� MAX.A.S.D.DESIGN LOAD AYa 1°N' I FaCiSTiNC WI.SEPARATION n 9'-0"MAX.SPAN.THIS am Mm HV WALL HEADER INSTALLATION Is<sa�aA Ott SIM Guns 1 10 0.10 INSTALIAXION IS ONLY VAUD "I it rtx19MLE IDA�ti ♦ 1 SCHMU`CN OM FOR WOOD W/MIN.SPECIFIC I of Sgw 1s 1DOR —j 11 F R aAM04D GRAVITY OF 0.50 AS DOUGLAS M&ES M�® ♦ FIR OR SOUTHERN PINE No.T. I-STE SNEET 4 rOR TYPICAL SKUTTER ASSDIBLY ) OR OR EQUAL, z-SUMO sEclroNs cL�BE costs Eo QHV CEILING INSTA LATIO.. 4N ANY WAY TO 51st ANY INSTALEATIDN. (U)HV CEI LI G NST L LATIO TO am M � oR p ! I SRuMUEtltt9&tl' ♦ ! SEPARATION I LtIV.SEPARATION TO GLASS TO GLASS ! ! ! (SEE SCHEDULE ON SHEET I I) ( T EXIGIASS�t Dllm (SEE SCHEDULE a � I I 1 {ON SHEET 17) 6 II ALTERNATE 6 I LOCATION EXISTING Mo., 6�. 77 y-- sia u y. tax E/R HEI( ! 2'x8'MIN.15 Max WASHER HEAD TEK I �3. DECK REQUIRED {3 DR 2•x8'MN,WOOD I SCREWS @ 12"os (NO FINISH DECK REQUIRED(NO + __ � ___..-----_„�.- ALLOMM) 01 {: FINISH ALLOWED) i 2. I. OF E EDGE OF DECK I II Tg IF GE OF DECK APPLICABLE ^--~—' DECK IF A, IF APPLICABLE --- � '- APPLICABLE r r'' �... I! � ifa•0-2Oz3j4"S.S. "'_ ( l l tt i`it I t 1/4-0 TAPCON OR I ILUPS TRUSS HEAD 2 'iI 1 TAPCON VMH ADVANCED Min. MACHINE SCREWS "�—' _ „'-�— -�~ 1/4"0 TAPCON OR TAaCON WITH ADVANCED I'i 2i4"CONT. {7(I THREADFORM TECHNOLOGY WJ tj4'-20 NUTS THREADFORM TECHr.OL.OGY W/1 1/2`Min. 2'MIN. •�``SILL PLATE,,,, 1 ' 1 4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM {SILL '11 W/ 1 1/2'Min.PENETRATION c 12"O.C. / 2'MILL PENETRATION OF iHREAJED ii OF THREADED AREA TO TECHNOLOGY 1Yf 1 lf2"Min.PENETRATION OF THREADED AREA TO EXISTING V100]HEADER.(SEE C IET { EXISDhC tbDO HEADER AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15} SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET 15) •SE£UM ,S�OF USE FOR (S)HV WALK—OYERINSTALLATION HV WALL SiLL INSTALLATION !to ,9 HV FLOOR INSTALLATION FLORIDA BUILDING CEDE Non High Velocity Hurricane Zone ,��T �' •. �T�� 02017 TI.TECO,INC. ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTIM >}J - - A S S A Accordion Shutter System ? 11 L 1 E C oN c. w ■ ■ ■ Kv dAM#1 W/OR W/O H.V. WINDOW MADE "a= TiLLiT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N BTScwPnaK DATE aRAwt+sr: Lc. Q 'A»d� Association, Inc. I OLD T5-085 7/27/1 DATE: 07/27/77 8355 N.M.36tn.SL.54i.SOS.NRf7MA CAROENS,rLPRUA 371 (v--r')6'-55� Phana:(305)871-1530.Fox:(305)877-1531 4268 Westroods Drive 2 DRAWING No �I�S+/^»••......." R&2IIt5t5 a-m40:Wtw tool.— West Polm Beach, FL 33407 3 17-10,7 _. 4L f-0..� WALTER A TLLR Jr.P.E 4 P.E. SEA!/§NG TURF/DATE FLORIDA La.1 44167 s SHEET OF 20 END INSTALLATIONS HV BLADE OR 13 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 210`M WDCO STUDS RED'D. r2•N"M..000 2•a4'10% \ 't ', t \ '� ♦ f r !7. i STUDS ROOD. Y.'DDO STUDS 1JA'a TAPGaN / / / / ✓ / .` w / ,i 211•IMI. (As u+vuCAeuJ 1 xx� • •\; / *Doa SIU01LAFTIr-AIL)SA75 OR w/Y:K) Y To in•CDxOMMIQ4"5� I• PLYWOOD IF No II STUDS am. ' EMSTRIO Gess' >1 `I i �at6aWO cuss f j '= ff`•\ 'S' astwG Goss ET:FA ICD UrAFAT6xt -In.ACK ca. ro OA:a tSSMT sat SIDAI+ACOI wt SOPARA xN t06A65 PLT0000. L " 11• EON 849c.0 S]�U[MQt ✓ SC DL1aE��9QT l/ 'PGR�BI a @Ro 1=1610= eA''S/i-ts•ara Prot£J+ afY Im+.Cmc ar si r is r,it ,r iT Paa Hau t�ao rl2' iT fa;BAa<QOum OU De00%maw I 1610 ttR vLwrom.� 13Ata®a 4N w,u.J I a.itA �f •"I M'qK t 2"unL PLA1C LDCATE V1 F-SN r ' ' AT R SSE OPQ) 1,9P 1•m 2'Iwt - ytwl// s.u.s. pD.rn•sxs.-� Ot6 tST 016 o.G. _�,__ AOvRW 0.9 A T IDETAIL x PO °uKD'�„.'va•'.., j 1 OR®+ SEE sm•CONNEECM1 (DOR W120&N sTz of.) 1 ORO* J SEE OCC&x FGR 1 OR Ir 10 TRAC.S ; yE pEfA'L x FOR tt-GO.O•ip Q- scE maims l .Q-©•d-6 y•Q- SDE Cou f 43 @-0;t@-;g..Q,- q��-tjT.Q-rg..g- -(}-6.(j}ae . sT - a£1•Q•a-0.0�- �s.g C•O®- 6•d ©-15). �- Q.Q-g9.Q-0. @_3-C4-&07- @U C4•� (9) t-) END CONNECTION DETAIL 9 END CONNECTION DETAIL D .AHD CONNECTION DETAIL t} END CONNECTION DETAIL 8� EI,A" •REDORED MY FOR SPAR$WATER TNAY 12'-0• 2•a4"161 DODO 1/1`e TAFCOi+Atc0102 lleO TAPCQ+.WCN /10a1JY S.Y.s. / 1 S1L'DS REO' x/1 In•Y-^t. 016 Dr. — t31y1hE GLASS FEHLTRATIOi o Ti"o= FQiETPARON o tY 0.4 tai SiTJRM•KH ��L- m DAs(sEx q ♦ SEE UM A710N$OF USE FOR t/2'ADN. 5O4DLlE O+SNFEi mttStYE SLADE ON SHEET 19 SoaulcaaSEzr' j Z, i aAxs9apg Y d, -"-- _ _ nFw QTR + �wS _.!� /y - �../ \ / ��.• ��+ —'{ 4 I 4_ - - .'•'t7-Li d-®�• - WAIF.F�i OOD SILO RED.W. mowAT1,—A 1a•L�-n•Q'L'rTj'�- s REG �+ •fl-fi,•Q.r,PfpZs- PLAN t3•t$•�3•f3•C6)•L??- 6•0.0.to-�dj•Q- 00 f�-i�tt' L� O Ld.� G3-G3 Q QUAIL END CONNECTION DETAIL 101 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone QL •,,....,, 1j>•-: 02017 TTLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM z _ 171LTE!C O IHC. ,A,■ ,. ,,A, Accordion Shutter System R.V. MADE#1 W/OR W/0 R.V.WINDOW®.ADE American Shutter Systems �� ems.*' TILLiT TE"NG & ENGINEERING COMPANY y Ev.R aEscmvTlON DATE atuwN er: Lc. Association, Inc. I OLD 15-085 7/27/1 aATC 07/27/17 ( 6355 H.W.36N.St,Ste.305.NRRTWNLA CARO",FLCFWA 3310 � tC Pt—:(3D5)s71-15,30.Fax 4268 Westroads:(305)871-1531 rive 2 DRAWING No -�1n•..,,, \ , 6-ma�lBtacBC'g Lcom West Palm Beach, FL 33407 a 17-107 �OAJAt>�y`{,�•.• WALTER A.TSWT.ta.PZ 4 P.E. SStGNATORE/DATE noRwn u`'/a�'87 5 F1+L'/ SHEET 6 18 OF 20 61 " . GENERAL ut(rrannNS AND CONORIONS OF USE FOR BEMHn NV RI ADF A A G ' LINISON WITH 1.MA)(.A.&D.DESIGN PRESSURE R rM;+110,-110 PAJ. 2.MAK,SHUTTER SPAN:96' 3.ALLOWED MOUNDNGS:A D,0&H ON SHEETS S.7:AS WELL AS MOUNONGS M,0.T.U&W ON SHEETS 16&17. x ONLY CENIERMATES 1 BOTH W/ G`�4 OR 2,( ARE ALLOWED N'ITFI @ (D.04 .._�.0a4 OA+ 7 ARRAt 'ZAB OR OP ttG G OtFT,tN CASE OF GPP NG YOUT, S MUST BE INCLUDED ONLY AT IXIEHIOR ACCESS SIDE OF T 6 Te9G E. • • • , r " S.(A) L 1INOOW�LADE to SHALL ONLY NGSALLOWS A MAXIMUM OF S OPENINGS TM,EA ENO • / rr + r (3'0 HOLES)FOR 4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAK 5't4 - r, r• (f�'�� rr (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE Wt? s s ♦ , (,'] l.L OF ANY 3'0 HOLE FOR®SWILL BE 121. AtLO'NED AT HV \f, YANDDW BLADE (C)RRST OR BLADE COMING OUT FROM STARTERS AT ENDS WY 6£HV +, � WlNoow eLAae t�i vl � •1fi • (0)NY WYIiDOYt BLADE\'.?'MUST BE USED ALTERNATE TO A SOUR KV BLAOE(D THROUGHOUT SHUTTER'S WIDTH. R IANXI ALWAYS BE INSTALLED ADJACENT TO A SOUR HV ?rAT ENHER .o " • , " •" - " 6 1r/ +• BLADE SIDE OF THEM. A SG (F)POLYCARBONATE fN WINDOW @ SHALL BE INSTALLED SOTABS FACE SEE END i' •'� THINT E ERIOR OFTHE OPENING BANG PROTECTED.HV WI/DOWV�MUST BE CONNECTION , • ♦ • , s ONLY INSTALLED AND LOCKED USING A WSETtI:G TOOL PRONGED BY ASST, DETAILS ON SHEETSM 3 INC. 10& 18 TYP. O FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR I25TALLATONS IRO WOOD FRAME PI , d QUILDMGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES a PIP P 3 1&2 AeovE). ml $v 7,SEE TE CHtlR SPACING SCHED111E FOR SHEETS INTO POURED CONCRETE aR CONCRETE BLACK WAS.ON SHEEI^a 12&13 A5 UMOED BY SPAN AND DESIGN LOAD(EEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN FOR RECIUMEMENTS) 5 TYYPP TOP&Bottom Yt ry79y1�*�� WIND ZONE MINIMUM SEPARATION TO CLASS Q H I '-- NLIMITED MOTH 1 THRU 3 1' ELEVATION MN EEPAPAIX111 TD GLASS — _ SFE SCHEDIRE CN 5H�f 11 FOR&TOE Q) ♦ EKISTING GLASS _ ANQ ON IHLS F'.EET FCR F.IAOES 4(�& !� tiL�' TYP. SYMM RICAT4 2 GEmEemniEs 2�1 • w/2 OR 5 AND wlD tsE NOTE 4 ABOVE) PIAN~ Y24o5 / v i TYPICAL 61) HV BLADE WORKING IN UNISON WITHiHV WINDOW BLADE1A SHUTTER* \' ------'/ 111,rF'j0 l9-,,'% FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i� `'•. - 02017 TILTECO.INC. X52017 EASTERN METAL SUPPLY,INC. ................ `� ' BERTHA HVTL _ �- A.S.S.A. * TLI��Q �N� Accordion Shutter System IAV Bw)E#) W/OR W/D HN.Wl"N BLADE American Shutter Systems REV Kc DESCRIPTION GATE OPARN BY L.C. TROT TESTING ET ENGINEERING COMPANY yp•.,N a4 Association, Inc. I ow is-oes 7/27/1 DALE 07/27/17 A (`* 8795 N.W.SBU.54,5b.JOS MR A GARDENS.FLCRITA 111 Rhona;(305)871-1530.Fu:(305)671-1531 4268 Westroods Drive 2 D RAWING No :.' & "•••-• r p 0-mast tatocoo-'Com West Palm Beach, FL 33407 3 sroNai tia r EB-0006719 7-107 WALTER A TAUT W.P.E. ; P.E. SEAL/SIGNATURE/DATE FLORIDA La.9 44167 OF 20 INSTALLATIONS W HV BLADE & HV CENTERMATES -12.000'Max. in. `A�4112A-6MG VARIES 1 LA..G_60 GAI.V.S1 _2'Max.tu UETAL STUDS AT IFT 4 INTO METAL STUD WALLS - --- 75' /2 1 Z4"o NOMINAL I=. ---- - GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM 6063-T5 ALLOY SLEEVE 12 FOR BERTHA(1)HV BLADE ACCORDION SHUMB TCMM INSMLLOON TO METAL MD WALLS L=mle 3.000" 6*D.C. 0 6'0. . ASTU A-653 GRADE 40 W-0-60 a SEPARATION M GLASS SCHEDULE Max. r.A_V,U'QEO jF;;jE 46ED;= 1. MAX. A.S.D. DESIGN PRESSURE RXnNG* +75, - 75 (psf) I' I EXISTING FINISH pvbw�_ w AS APPLICABLE f 2. MAX. SHUTTER SPAN: 84' VAND ZONE irAm(22Rp&76wwR FACE ASTM E-1996 MINIMUM SEPARATION MIN.SEPARA110t7 5 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS EXISTING CLASS TO CLASS =k1F_(SEE SCHEDULE) 1/-4"0-20X3' BOLTI V 4. ONLY_qENTERMATE 21 W1 n24 I THRU 3 1HV LOCK ARE ALLOWED . a MUST PENETRATE 1- WITH(2 1)ARRANGED V A SMMETRICAL LAYOUT. 0'F�(2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4. 3/4'x 6 i/47w 0.035'TMCK My,_ EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250" 73-t_.051). CONE.GALV STEEL TRACK CHANNEL �A�S APPLICABLE CENTERMATE. A-653 GRACE 40 W-0-60 GALw'tA(2)16x1/2-TE3 ON K SCR 30 ZED FASTENED TO STUDS - &EXIMOR FACE 0 6'04. 0 6, D.C. 1/4 0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FORI 14"9-ELCO CONSTRUCTION Ir 12 CENTERMATE(21)APPLICATION WITH BLADE@ PRODUCTS EAB-LOK HO Ut 1 1/2wx 0.035-TKICK 0 6" O.C. ASTIA A-653 GRACE 401 COMPONENTS trA.C-1-4 GALV.STEEL. � 1_ WALL HEADERaILL INSTALLATION TING FLNfSH AS APPLICABLE SCALE- 3/8"= I" METAL STUDS AT 16'O.C. r- TOP&SOTTOIA) 7-- -----A_ - --- ----- -- /4'.0,035 THICK Mi.. ,:C�/Tnz, STEEL TRACK CHANNEL, 0"( CLASS ASTM A-65�'GRADE 40 Min,G-60 CALVAN12ED FASTENED TO STUDS r_ W/(2)J60/2"TER SCREWS ON MIN.SEPARATION VARIES INTERIOR EXTERIOR FACE ""CENTERMATES W1 TO CLASS 2' CENTERMATES (SEE SCHEDULE) Max, IHIERIOR ACCESS SIDE'; 1 ji:,EXTERI0 ACCESS SIDE ---------------- ------------- 12 W ------------- -------- .0 2 AM V ---.A 42 21 21 21 2 1 LO AT @ - ---------- Iry HiER/SILL E14DS VIEW Y 4 12 3 1/4'(Typj— 3 (6-Min.) 24 SIDE CONNECTION TO TRACK 6 1/2"(Typ.) 7' 7'— —6 1/2-MAX,SLACK (Cont') BYA HVR BLADE SLACKDETAILHVE KVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: JT 02017 EASTERN METAL SUPPLY, INC 02017 TILTECO.INC. .......... 1L BERTHA HVTM Accordion Shutter System AmISmSmAIIIII KV. BLADE#1 W/OR WHO H.V.WINDOW BLAIIE American Shutter Systems 1EV.NO 0EScRipnoK DATE m1w ey: L.C. 07/27/17 DATE. 07/27/17 TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-0115 0355 N.W.361h.St.,Ste.405,MR04VA WDENS,FLOMM 331& 4268 Viestroods Drive —2 Pt.—(305)971-1530.1-:(305)87I-tS3i —DRAWING No -.el:tilt.000.1.co. West Palm Beach, FL 33407 3 E6-0006719 — 17-107 -0,0--.ZORMyy WALTER A.TIMT Jr.P.E. 4 RIGA U.,1"167 S SHEET P.E. S E1DATE FLO 6 20 OF20