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HomeMy WebLinkAboutProduct Approval �A BCIS Home I Log In User Registration ; Hot Topics i Submit Surcharge i Stats @ Facts i Publications ; Contact Us ( BCIS Site Map f Links j Search 3 Florida ` I'ui 1 USER:Product RECEIVE® - L,R"FC1•Nl'�hb Y. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 C 2019 Application Type Revision ST. Lucie County, Permitting CUUt:VCI'IUII 201 Application Status Approved Comments Archived F, ILE uupy Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 �56i)LU7-OLU3 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email ceuoiiiy Awouiolwe ncNleaaniaiivc Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 12/31/2020 Validated By John Henry Kampmann Jr GI Validation Checklist-Hardcopy Received Certificate of Independence FL389 F89R9 COI AMERICAN SHUTTER SYSTEM ASSOC' INC.' DRAWING FI 38 R9 COI AMERICAN SHUTTER SYSTEMS ASSOG:INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FI 389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 IA5[U1,GUL,[UJ Equivalence of Product Standards Certified By (J . Sections from the Code ff� 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 Summar of Pr(_ oducts r � FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 1108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports A��Cn Tf�A LI CUI rT Cn cVCT NAC nn A\LIr M/] the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'41"for 62 psf,9'41" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max,span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection LIMITS or use i1\DLQIrGHYrr irrDN YL NVrrD Approved for use in HVHZ:No FI-389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVi blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. ,Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade i and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHU I I tK SYS 1 MS ASSUC:, INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes r7 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EtU employer.5:oovneht NU/-[Ula Mate or Flonda.::Ynyacy atatemenc:; ::Ke nu atatemenc Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: t RECEIVED 1 DEC 16 2019 GENERAL NOTES: ST. Lucie County, Permitting 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 2017(15th EDITION) THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND BE DETERMINED AS PER SECTION BE INSTALLED WITHSA DIRECTIONALITY FACTORd 0.85,USINGIASCE 7-10 AND SHALLnN T EXCEED THE MINIMUM{AS.D.)DESIGNOUIRED BY THE PRESSURE RATINGSSNICTION DICATED WHERE SHUTTER YALE TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19&20. N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA T: HV BLADES n& a BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL.NOTES SHEET i IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED..AS TESTED,WERE NOT OVER STRESSED,A 33 2 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NQL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER 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 DETAIL -HV BLADE 80214.01-03,80715.01-03,81004.01-05,81214.01-05,80317.02-06,8D869.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLA_ E� CT)AND HV WINDOW BLADE C1A1 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. MERE APPLICABLE -HV WINDOW BLADE 0 80505.01-08 AS PER ASTM E-11086 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE 0 AND HV WINDOW BLADE (9 ARE ENGINEERED To WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75"AND 814x1.75"RESPECTIVELY,410-M MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 191 TENSILE STRENGTH.PINS SWILL BE COATED WITH BERTHA INV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE NV 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 6083-116 ALLOY IS 30.0 ksi AND 35.7 LBT FOR MAXENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6085-T5 ALLW. ' ANCHOR SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5 AALL ND SCREWS TO BE COMPLY STAINLESS FLISTEEL ELD304 OR 315EAw sE2411.3.3.4.�CO �� si RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kWN.YIELD STRENGTH AND 90 ke.MIN.TENS2E STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEOULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ) 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D& WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 8079,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADEhJ�t ONLY 9.B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK 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 HO AREA 4' W WINDOW BLADE(1�ONLY CENTERMATES AND ENGAGE OR LOCK ALL MY AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1789.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 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 i5 APPLIED TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION THE THISDITI NS}yDEATILEDILL BE pN$ITHIS D LUMENNVALID F ALTERED BONMLY SAFETY MEAAT SITE is THE COINCLUDING NTRACTOR'SLIFE RESPOSAFETY N BILIY.OF TM75 PRODUCT,BASED ON THIS P.E.D„PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING PERMI SHALT ONLY BE USED 70 ON OBTAIN PERMITS IN THE STATE OF FLORIDA {d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SWILL SUBMIT TO THIS LATDER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEN.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORA BUILM CODE{Nan High Velocity Hurricane Zone 1111 '. /f L� ®2017 nLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. /7M �Fqo E T�AHVTM A�S�S.A� Accordion Shutter System H.Y.MADE#1 W/OR W/O KV.V4 Nd MA)E Arnorican Shutter SystemsKv.N DESCRIPTION DATE DRAVN W. LC. T TILLIT TESTING & ENGINEERING COMPANY o Association, Inc. 1 OLD 15-085 7/27/17 OMI' 07/27/17 '0%opy �� 63ss ho.Sea.w.,sla 705' .Fc.:(3008.1-153nmak 33se 4268 Westroods Drive z �R ;��. Pnone:(305)671-1570.F4.L(7as)e71-Ie71 DRAWING No LE V 1` a-mal: WO6Oaal.som West Palm Beach, FL 33407 a ES-WALTER A.71UJTi9r.P.1- 4 17-107 /O'•��'� FwR9A U.8 44157 S SHEET P.E,.SEAtiSIMAAIRE/DATE 6 1 OF 20 3 a raR weww 61A8E pVARIES , by v 68'J?. Y 857' 1�HV_S01-ID_8LA�E FlED FOR I r 0 HV 90 D FOR STA ER COVERED UNDER US PATENT 545 79 o QUALIFDE FOR USE Wj USE Y1/ HV Q1 (�4 HV DIRECT MOUNT HV BLADE(D III nftw no 6005-15 ALLOY AND TEM QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER "SEE LIMI ONS O F 13171 ON SHE BLADE ND 37 6063-T6 ALLOY AND TEMPER ,724• L -6 AU.OY A ER 26' 1.5a o 095" r. 7" 7 u 3.558• n {TYP -994' 0• N ,670• 2.226' o n In c 842 •o m � /'\) .41 4.436' C72 1.3 72 --3 s• — 2 t't ®HV WALK—OVER TRACK r�� -i'92° HY AD3. FLOOR TRACK BLADE 1 QUALIFIED FOR U E vr/ W 0 HV TRENCH TRACK —355• 5°• 6063-T. .�Y.AN`it ER g(fpE 1 QUALIFIED FOR USE Yt/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADE 0 ONLY. t HV RAINGUARD BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U(�7S)�E W/ HV 63-T6 ALLOY AND TEMPER VARIES 975• c '936• 6063-T6 BLADE TEMPER VARIES 1.938' ax oxa T • o o =I m .083' .100 o n m .12" D' r� 060' 060" .093'_of V o r 1�( Z7A J r I r`I miy 670L 1.6-86'-11 c p 670 3,529' 3 520' I '7 i t IjY CEILING HEADER 1 HV HEADER/SILL i 3 HD CEILING HEpoER,L,S(LL 0 LIFIED FOR USE Wj HV BLADE 1 ONLY, QUALIFIED FOR USE Y// HV BLADE 11 ONLY 6063-176USE-1-2W AND TEMPER QUALIFIED FOR USE W/ HV BLADE 'tU 14 ND WALL HEADER/SILL SEE SECTIONS FOR VALIDi SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE vrj HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE tU ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 0 TI T2 % Y t PIT-11 MN.Y MK t 2' 2' 0.725• 7" 0.062' 17 2' 5'MAX. 1/8• ( t/e' 3' ' 3' O-C90' t8 2' S'NAX. 0.792" 0.782• 1 1 SIpE ANGLES 01 CORNER POSTS ALUMINIIM ANGLES !� 25• 7'MALI.0.190' °.190' Q ALIFlED FOR USE W/ HV UALIFlED FOR USE W/ HV BLADE a QUALIFIED FO$USE W/ HV BLADE(D 6063-76 ALLOY AND TEMPER BLADE Q,1 ONLY. 2' 5'MAX. 0.139* 0.131' 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1�4�uJ�,88 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane tltl y T�/a�� ®2017 1ILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. 14y' L.�...... A�_ BERTHTM /1L ECO 1NC. �,.�'. ".A, Accordion Shutter System flv BADE#t W/OR W/O KV YWDDH BLUE American Shutter Systems EV.N DESCRIPTIONDATE DRAWN BY. LC. TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 727Ji OA1' 07/27/17 x 6355 mw.38th.St.Stx.386.ARaI'St C,W)7N5,itLAM 3318 Phone:(305)871-1530.I.:(305)871-1531 4268 Westr ands Drive 2 DRAWI �'t�lj3'•.ARIDA•'�kr 1tt� .__O: moi'nom West Palm Beach, FL 33407 a NG N0 WALTER A TIWT Jr.P.E -1 07 P.E" `Ae7L'A�E/DATE FLORIDA 1 U.e 44,$7 6 SHEET OF 20 4 B- 1 4"-20x1/ 1/N-20 F.OXY CAST 4576- 74' T- READ TtiRE/]T➢ WED PIIiWJ[L .i�COE 93` _74S' .p I WED PAINED �-, A+ • b (2 TYP.) EAOEG DIE GIST R O• o pg wi �' C 1n nSM(M PA?= 4j o�! 'o G T 0 0� GRM TURN nn-\ a 6 i .318• t ,r}.� BfW'S M4v0ER pRA55 CYUNDER p '4.s�4' &KEYS(*=W (01ROUE PLATM) 2i HV CENTERMATE �� eLA1co) QUALIFIED FOR USE W/ HV BLADE 1 ONLY 22) HV FLOATING �E� 1.32s" HV LOCK @ HV EGR S5 LOCK fio63-T6 ALLOY AND TEMPS QU ED FOR USE W/ HV BLADE 1 & 1 ONLY ° Oz3' .e7•) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPERHV (`0NER CENTERMAM BLADE Q& 03 ONLY. BLADE Q& @ ONLY. r Q ALIFIED FOR USE W/ HV BLADEUI ONLY 2AM'' 6063-T6 ALLOY AND TEMPER PDC HEAD -''� it TS' MOLDED TO .� 4045• SCRLV1 , n 79' 753' :360•AFTER RIVETING 'O$ n w °' , •�'. • rei K 1/4"9720 X 3/4" BEFORE RMcTING S.S. THUMBSCREW i,L4"0-20 RIVNUT* i � to o . *SERIES 04"ALUUIRUM(2024-73 A"Y)1AROE nANOE TH,N r— 2.750 -�I`� Ir 2.750` ) .8 2. SHEET NUT5ERL PART J 0820,AS MANUFACTURED BY AWEL PLAN ": FRORT ELEVATION 24 LOCK ENTERMA E 4-56s' CHERRY 7EKTOM PARSIPPENY,NOW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY2(� }IV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATI �CK 6063-T6 ALLOY AND TEMPER "`� QUALIFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE VI/ HV BLADE(P w HV BLADE01 ONLY. BLADE 0ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'"' / - 1. 17 1.917' 3t.16iv1 3 083 .063 III '�n r•�r g Q • 5ro- e n CYLINDER NO R .214 LKEY CYLINDER 214' .xs• 0.675•M in. .125' 82 Max. 31 CEN A 0 G OD 2i D C TEgMgTE WI LOCKING ROD OUALIFIED FOR USE W/ HV BLADE 1 & fA Q IFIED FOR USE W/ HV BLADE V& to t� 6063-T6 ALLOY AND TEMPER GHD 4S .e0a` JQUALIFFIED 76 ALLOY AND TEMPER m a VARIES, 12"MIN. QUALIFIED FOR USE W/HV BLADEW&& to '? 1/4.0-20 Ss.OR 3/aro-16 130, 6063-T6 ALLOY AND TEMPER ACETAL THUN85CREYlS. f1j2. *L71. THUMBTURN (SEE LETNUU1 �° OR K� < t1S o,; 1 CYLINDER LOCKI G RODA ^ " ,f4'0 4:, H OC 1t L.3?5'p �J QUALIFIED FOR USE WN HV BLADE(7CETAS 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EOLT LOCK. 6063-T6 ALLOY ANO TEMPER SERIES S.S. THUM9 CR S OUALIF(ED FOR USE VI/ HV BLADE 1 & A 5 INSTALLATION WILL REQUIRE A 7/16HOLETHUMBSCREWS QUALIFIED FOR USE 'N/ HV BLADE iQD AT TRACKS FOR PROPER EMBEDMENT FOR HV BLADE 1 FLORIDA BUILDING CODE(Fon High Velocity Hurricane Zone 1l,11I)#"- PL Fl��'�—! 02017 TILTECO.INC. 092017 EASTERN METAL.SUPPLY.INC. \CEN �✓" .�..—.^ BERTHA H TM A►■ ■S■�■ Accordion Shutter System C FLY. BLADE#1 w/OR W/O FLY.WINDOW BLADE F American Shutter Systems Rry.N OESCRLPnot1 RATE GRANN GY. LC. TILUT TESTING & ENGINEERING COMPANY fjggo0(at(Rn1 Inc. E OLD 15-085 7j27f1DATE: 07j27j17 ` . STA 6355'+N.36.SL.St.305.YflaM GAROTNS,RCROA 3314 4268 WCStrO0d5 Drive z IE , Phone:(305)871-1530.FOR:(305)871-1531 DRAWING No GAav�•F�aR+�� ;�`- `t`, a-0:EB-Q 067t9'S01" West Palm Beach, FL 33407 -1 17-107 �7�'07 .�,v•'. i.�.,.t� ``V11A WALTER A TILLQ Jr.P.E. F.E"'17Jr L......J tYJt �1R4rr�A1E FLOROA U.#44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV10 HV 9 12'MIN. LEAR WCE .0625* — -- 41 (40 To SLADEE T1 .1875- %TN CI) HV BLADE I (BIA DO'N BLADE ,06,25- .0625* HV BLADE 1A BLADES Y HV LONG RECESSED NYLON BUSHING Z KNUCKLE .062 0 (TYP) 51 W SHORT RECESSED NYLON BUSHING gig R1.7 L HIV NYLON HAT WASHER OR (0) w R 3 50* HV WHEEL CARRIAGE AISI 302 • 21 X -303 SERIES P A. D OR J' �� 0.870-x,3/16- THICK NYLON WHEEL NDOW 2 7/8'NIX CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 Z SEPARATION BErINEEN .062 06 BLADE 25" z�713/4- @ W 1 .3/4' ACCORDION PIN W1 #8 HEAD EXTERIOR �qmpmx-x OPENINGS ON C-1-5 .MR rIEVATIO 7500" — HV 2 3/4' ACCORDION PIN W1 #8 HEAD 21/4' A CLEAR BEnvEEN TYPICAL HV-WINDOW BLADE AND AP POLYCARBONATE IMPACT RESISTANT HV WINDOW jSPOLYRBONATE —CA HV WINDOW DETAIL -- (j)OR @ or @E NOTE FOR 'REQUIREMENTS) OR POLY-CARBONATE IMPACT RESISTANT HV WINDOW SAYER MAXROLON 3103 POLYCARBONATE CLEAR,4CE RESINS, UV-STABILIZED GRADE OR SABIC PIN REQUIR EM -j TO BLADE 8 )M INNOVATIVE PLASTIC LEXAN 103 RESIN V (SEE NOTE -F' ON SHEET 19). M Hy Q& (D OR (D (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR V, BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10 ORi EXTERIOR POLYCAR80NATE SOURCES FOR(9 HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY APPLrA91r AUL mv PIN @ OR TYPICAL PRCPVa1E3 !iTAMMM N.T.S. 'I IAT (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTRIOR BLADE*S KNUCKLE. ASTU D792 0.00 lbl,.' 0�m IbJ4 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM SPECIFIC CRRM W/ HV(D ooz24* (SEE NOTE *FOR BLADE WHEN CORRESPONDING TO INSTALLATION -11", SHEET 7. .04 REQUIREMENTS) TEFEME VVID STRENGTH AM am 9.400 P1.3. 9,0D ..I. Y'_ rLDnAAL AST!PMG 12.500 p.j. I3,4C0 P. ILE1111 52MOLUMISD.W.KITH am -'0=0"..L 345MG'�a (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Hamm=0 ASTM MISS $a YT-0, '?rr-b/. SHEET (!D WEL CARRIAGE DE SMOXE DMM AM 02843 472 2 6"2 VAX , TAIL p" Cr a AM 0635 C-I CLASS C- CLAW ..S #&SEMBLY LAYOUT Sftf MI'MCN AMU D1919 1040'F 080 T %TATHLRtl ASM 0*55 TO,=SaRDI'M MM"WIMRN' ASM Ca a=0, 9340 pat WZU SIAM BMqE nwmupalc L 6883'.1. (17) HV BLADE SOLID A (A BY WINDOW BLADE DETAILS I -- . -1 Z . N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Ione� . ......... . 02017 EASTERN METAL SUPPLY,INC. E 02017 TILTECO.INC. N % ___ B RTHA HVTM as Accordion Shutter System 0 INC. IL ECAnSmISAIIIIII RV.GLADE#1 W/OR W/O H.Y.WINDOW BLADE American Shutter Systems REV*He DtSCFjPn0N DATE 13RXNN W. LC. TILLIT TESTING & ENGINEERING COMPANY % Assoclailon, Inc. I OLD 15-085 0 =5".Zeal St.St.30&VRo D.%FLCRrA 331fif 92hT Z P "M' 4268 Westroods Drive 2 2 . .... .... Phone:(305)871-1530.Fox:(305)871-1531 DRAWING 4 .-.a:Ut..a"— West Palm Beach, FL 33407 3 40 � W-00067111'. 17-107 L VIALIER A.MLW ......... rUaFXA U--111 40167 5 SHEET P.E. SEAL/SIGNATURE/DATE, 6 4 OF 70 -�� Ali-ssaa�,� � � � *NOTES ON V LOCKS AND CENTER A{!J TES• A 6 C o •rE:J K N s t u 'Ls`'� �1 1, MiD.e7DRy CONDrtION_11;ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN / T T ® ���"wW OR 12°ABOVE OR BI;L,OW )j2 OF SHUTTER SPAM FOR SPANS UP TO 185',AND FOR tNSTAt TiONS(6 Mri' J ELEVATION. HV LOCK or p,3^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR 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. �:1mh1w 2, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 d, LOCKS ,QO Wqg HO BE USED AS(AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES IL23i —44 LOCAVON 0 L BE AS LOCKS SHALL BSE AS INDICAT@0)OWN TYPICAL SHUTTER ELEVATION. 'K — I T V 3. OPHONAL COMMON J2 OMUD ONLY WH RY CONDITION#I OR LIMMM MANDATORY CONDITION i� -. � Ic Llc_rn LV/TWO H.Y. LOCYSL• LOCKING RODS ARE NOT REQUIRED AT URRICANE P05TION, BUT MAY ° 4 5 .9-0R(97 CS BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LgCKING RODS Pj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION /2:ONE HV LOCK r�'� S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 4 or SHALL 8E USED AS AN OUTSIDE OR INSIDE LACK, Ua� ATTACHED TOCORNER CENTERMATE VJ/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CS AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. "PPC-NVC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 'C/ JS 5. ° dy. 11t, •• ONE ALTERNATE HV LOCK MAY BE US IN UEU OF HV LOCK or 23 FOR ANY SPAN AND NS-�TAr1.+1TQNSAT ANY ELEVATION.AL NATE LOCK MAY 8E USED AS AN NSIDE OR OUYS3DE LOCK.ATTACHMENT pi OF 1/4'0-20x3/4"S.S. THUMBSCREW TO 4)I OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. S Dw P b RIVNUT AS SHOWN ON SECTION HVE.SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C�aKg bT� 6k LOCKS AT 1/3 OF SHUTTER SPAN. & uauOATORY CONDTDON h FOR KEYSTONE MOUNTING INSTALLATIONS_ ONE HV LOCK @ or @ or 0 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 @ or @ or 0 MAY BE USED AS AN INSIDE OR Ul OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.5. SEE.1-1M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Oj W/ CONNECTION OR i3 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F C N 1 J K L Y ' P Q x V t % Se T�YP.FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. , OF CORNER 1 1AND.AY04 CONDITION f],VALID ONLY FOR HV IT,LOCK LSQ.AND CFNIERMAITS®AND CENTERMATE ONE ALTERNATE HV Y'LOCK S MAY 8E INSTATI.ED IN LIEU OF HV LOCKS_OR FOR ANY SPAN AND I STALGi'itON AT ANY ELEVATION.ALTEERRNATE LOCK Y BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT \�:J OF LACK®INCLUDES USING REINFORCING LOCK d.AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE U-51-'i @- '�3 U11-1�+j oT CONNECTED TO CENTERMATES®AND @i'W/ 1/4'0-20 x 1 1/2"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'Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 + 7 .k ov 6 • ] '1 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0J3 TOP AND BOTOM IS MANDATORY. C+®-(_-It t 9 (3'-T sI•@-t@• *NOTES O�N HD LOCKS & RMATE ; 1 HD LOCK�'L3 W!ND aF7iTEI1igTS ag •Wl C33:ONE ALTERNATE HO LACK G MAYBE USED IN UEU OF TYPICAL) HV BLADE SHUTTER ELEVATION HV LOCKS 2 OR(?p FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 4 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 34 TO;}IS W/3$8 x 3/8'F.H.S.S.MS-AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKINGRODS Ts,IS COMPLETELY OPTIONAL. JF1/////✓�oAjie�� C Ont High Velocity Hurrican—e-lo—ne, 11 t. ....... i ®2077 T1L7EC0,INC. @2017 EASTERN METAL.SUPPLY, INC. s THA VTM _ ._.=.. A S A y .� Accordion Shutter System Y^�i 1 L ECO NC. . . . ■ H.V.EI.ADE#1 W/OR W/0 H.Y.WtN(M 11ALE " b•Y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LV.N DESCI6PllbN DATC DRAWN 6Y: LC. �: T QF' ! Association. Inc. i 41.0 15-OSs 7/27 i DATE: 07/27/17 At 9 6355 N.W.36th.St.R..383.MMMA CARD7+5„FLUMA 331 11, Ph—:(305)871-1530.F4x:(305)811-1531 4268 Westroads Drive 2 DRAWING No -' 1S••..........•'�.�� 41 rmEB411 6Ji9 com West Palm Beach, FL 33407 s 101VAL ON,,ILI14WALTER AUI'TI Jr.P.E. —1 7 •� 17 FLORIDA V--A 44167 5 SHEET A.E. SEALJS9l1ffi(fURE/DATE 6 5 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CON SHEET 13) REQUIRED__+,-, CONCRETE ANCHORS i A i11 i SCRL S S CONCRETE C' ED I Iron r' (SEE SCHEDULE ON 1/4--20 O.C. REQlAAEO �. CONCRETE ANCHORS LI�N rr 171dR AE taNE(SEE u-Ntt+C¢1jON s¢ET 7) SHEET i3)(SEE SCHEDULE ON SHE 13) ff !f4"d-20x3/4'S.S.12 CRD0 E MACHINE SCREWS L / EO EOJ USING!/4°-20 NUTS 1 J2 ! r 6 12'O.C.E. ♦ /rl'f /r - z 'Mex - r�/ f =- 13 oA 15 /',t - _ 13 ORI r,f �� j E.O.tf �/�?/ ` 1 1 .250'Max. rE: 1 f/ ... t McO. i r�/ fi OPTIONAL ,I i i 1 Is .� r rI P710NAL F 1 rrnamAD I 1 OR 1 EXIsTINc I Imo,SEPARATION To GLASS 1 i �--I`-(SEE SCFEDULE ON SHEET 11) EXISTING HARE t I r ' MIN.SEPARATION TO GLASS I 1 t GLASS- r(SEE SCHEDULE CN SHEET 11) 1 L-1 EXISTING CLASS-1 HV WALL HEADER- INSTALLATION FAV WALL HEAD ST HV WALL HEADER INSTALLATION + KEYSTONE EXISTING "—-� MIN.SEPARATION TO GLASS ' l i (SEE SCHEDULE ON SHEET 11) I 1 'CLASS-, MA SEPAR'ARar 1 OR 1� t� I 1 EXISTING_/ i TO arcs(SEE I t t + MIN.SEPAMON TO GLASS MASS I i i.50ff% I� �t `(SEE SCHEDULE ON SHEET 11j i 1 I I I t 11R EINE , t . I at OaY 1s FM 1aR }}Wyy ,; ( ii BAasmK Q33 I � � EX NO i ,rj/�` j �OPTto12AL i, t r i f / r � ' _ � ♦_ I,,-,-�f 'r// r' OPTIONAL i i I FIX Mux. t 3 I "" DA i i I r .' ;f ED'.% I t l +,-1 r / E.D.. t) t Eo EO ! / OR /_-_' 12 oR�4) // r f 11-20x3/4' --' 1/ it-_ f EO PHlLUPS TRUSS HEAD + f' l�.// CONCRETE ANCHORS ifa'd-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING L.= ( " TRUSS HEAD MACHINE SCREWS r / t 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS®12.O.C. f NCRETE ANCHORS r/ f/rf kin. POURED CONCRETE SHEET 13) POURED CONCRETEi-^ (SEE SCHEDULE ON SHEET 13) /rr OR CONCRETE BLOCK OR CONCRETE BLOCK / ` NCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL S_I,LLL_1N$7'ALLaTION (SEE SCHEDULE ON HV WALL SILL INSTALLATION OD POURED CONCRETE SHEET 14) OR CONCRETE BLOCK —_ WALL REQUIRED HV WALL SILL INSTALLATION F INSTALLATION DETAILS W/ 1-SEE SH FOR TYPM SHUTTER *E.O.= GE DISTANCE ♦SEE UtAITAT10N5 OF USE FQR n HV BLADE ASSEMBLY ( ECIFlCATOt15 ON SHEET 73) BUOE IA ON SHEET t9 2-MOUNTING SEC CAN BE COMBINED IN ANY WAY TO S11tT IN57AtLATtON. d Jdd dss 1tTr t1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `t!1�1L �1G�NS�''•.✓.�:. 02017 TILTECO,INC. BERTHA 020NETAL SUPPLY,INC. VIM Accordion Shutter System.4 1LECON A■ s A HV. 11ADE#1 W/OR W/O KV.WNDOVV MADE % @ h` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE BRAWN BY: C. Association, Inc. ! OLD a-oas tJz7/! DATE. OTfz7/n o �'••,•.^-n VR1D(!.;�'��L�t asss rLW.;irrn.sL,sec.ads.Y�cMu DAADENs.FwRM aas 4268 Westroads Drive 2 (� --`�--E�_- Pbuno:(JOS)871-1 tut .Pox:(305)871-1331 DRAWING No ...A.t c-mat:E71acu®oxL:(3 West Palm Beach, FL 33407 3 .'i'ixrlYi'f 4.AAlr�rrlr YULTER A.TILLUT1Jr.P.E. 4 F'LORaA tic 0 44167 5 SNEET P.E. SEAL/SIGNATURE/DATE B 6 OF 0 POURED CONCRETE ANCHORS + MN SWA21T0:1 ®� 1 W-K SEPAWON I CONCRETE (SEE SCHEDULE ON SHEET 13) to aAR SgE r t 1 OR EXISTING i , 10 ELAIS r 1 REQUIRED "�IFEw 0 umAw ' GLASS-4 r i'i5asrtmut ON ,..,__» r EDGE GF i pr gO\T 19 TOR ys, I r 4 ,i`f/ PLICSLAB IF B EXISTING EiXf3t4t� v. r^{5a snrepAc i +,s + I 9 i D. APPLICABLE GLASS or sr_xT r0 ,,,• I ,L_ /',/ w r,+',I/'�:! fJ f •�/ ALTERNATEr i i I i e EXISTING yr GUSS_ I r LOG rit I+ #10 3/4HEX WASHER HEAD TEX SCREWS O 12'O.C. � OF 1) OR3 IF APPLICABLE OR ECONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13)7 It N %f//f.l�/I, ///! /�/w'f/ ERG£OF EXISTING ; r+ " EDGE OF ',.//U//�,D // . ` w`/,%. , / / ` + SLAB IFJ1 n✓ . / APPUCA13LE / / / :r °'GLASS—� SLAB IF 1 r /2•. 1EDGE OF / +, , /'� � r r� StAfl IF f wAPPUCABtE r • 'Q�.r./,, !r 'w�J APPLICABLE POURED �- r' / POURED FLAT HEAD CONCRETE ANCHORS i0 am(sTE f /: //rfJ { if.' +� J/ % '' /f�r CONCRETE E. D. CONCRETE (SEE SCHEDULE ON SHEET 14) "I 150 W� POURFD 1 r / r i /'' ./r f Jr i i �. r'/ REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED r ON a4m 19 TO 1 LIR ® CONCRETE p 4 (SEE SCHEDULE ON SHEET 14) REQUIRED or it TRENCH. INSTALLATION L V D ONLY FOR UP TO +70, -75 PSF A.S.D. Q' HV FLOOR INSTALLATION t O HV WALK—OVER INSTALLATION ION PRESSURE RATING aT FOR SPANS PER Q HV CEILING INSTALLATION SCHEo ptlmv__c s-- ro�aAss'Aaiu —fib + CONCRETE ANCHORS �'^���i-'•- OUT SaNwIlus— .o au= r r r i 0 (SEE SCHEDULE QN 1/4•0 GW SUL6 TAfLON,xj at%w ti) EXISTING SHEET IS) AbtAilm 15tRFADrA T EXISTING! EXISTING GU55UTL S�AMr4x TD Gt415 410 POATIM Gds-"•i 1 FAS7FNhCR£RIPI'ERr 40LOGY OR jANOgR5 GLASS , ' } "a Du soex"w win'I) 1 —sP+>ui4<,m I t]J+'uw.L1mE0s.R+r o b' MAX. Tsa soaxNs m 4¢Lr r') 1 OG FOR UP To 6'-0'SPM)APO i O i i i i 1 r i 4'O.C.FOR SPA1S URGER DI\V i '1 / gANT UPM 8'-0`WX APP�v iMAX. / V SFAIAM AT ENT!FASRAER HFAD ' /; 1 i B i D s 1 r' Mit. BTEKxS "HEA I�w 0.s l .'', 8 +i t1 3 1 . AX. ()YFJ(�HOLE T CN 1/ i SHEET it FDR HS5TAT7(Jr 9 3 OR 15 1 �o Iii TEK SCREWS /. CONE. © 12'O.C. 114.3/4' HEX HEAD ' ••�- 1�3/e' 1/4•o-ma/r ss us TE)t SCREWS®9'O.C. r r_ 6 O� 3/ 14x3/4•S.O.S. t CONCRETE ANCHORS • / OR 1/4'0-20 5.5.M.S. .. "-� .. . •+ ��' USgVO 1/4'e-20 NUR 1 A __ _ II (SEE SCHEDULE ON n� I 1 / �..__�Y+' 0 9'O.C. Mox. _ •• %i0 12'O.C. W/NUT 9'O.C. 1/2 i f ' j SHEET:4} w WALL T NON STRUCTURAL . 7 OR 1$ _1 ,w f !r. 17 { i 210--MIN.. WAIL TRW(DEDORAIM EDGE OF rr •t.• E.D. SILL) SLAB IF 114x3/4'F.H. D.S. PAIN. - i'/ r rw / ° `/'a / D 9'O.C. _ POURED COK(SLETE i APPUCABLE 4 ttEUUIREO 1 7/8. 1 7/8' ' f CONCRETE ANCHORS SEE NOTE t G I w f' i ) SEE NOTE 13(b) , POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 1 •' ED;' ;._A• OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK _ REQUIRED REQUIRED ®R KEYSTONE MOUNTING INSTALLATION oPnoNAL POUREDRETE HV WALL FLOOR INST ELATION HV WALL WALK—OVER INSTALLATION MWa6N4 ASb.CMGV PRESSURE:+84-72 Par CONCRETE uAXMUM SHUTTER SPAN W-0' REQUIRED a HV RAINGUARD INSTALLATION t NQSEL t THIS INSTALLATION SHALL BE 'NO FOR OOMBINATX)N OF SEGT10N5: •E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE LIMITATIONS OF USE FOR ADJACENT TO AN OPERABLE EXIT 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEWFlCA7tONS ON SHEET 13) OR ENTRANCE BtApE IA ON SHEET 19 INSTALLATION D TAILS W BLADE ASSEMBLY �\ SII 12N ANY W��O SUR NANY NSTAUATIOCOMBINED -- tATT) n, •r.R FLQRIM BUILD [\OrT YelOctt Hurricane Zane \\\ `• ✓ 0201702017 TRTECO.INC. 2a17 EASTERN METAL SUPPLY,INC. u NSF'`• BERTHA H TM ASS A Accordion Shutter System v /TL ECO 1NC. ■ ■ ■ M N.Y.BLADE$1 W/OR W/0 N.V.WNDON TRADE + American Shutter Systems KV.N OESCRIPRON DATE DRAWN BY: LC. Q. � \: 71LUT TESTING AT ENGINEERING COMPANY Association, Inc. I OLD 15-065 7j27 to WTE 07/27/17 R� '�itya_;`Ilk, + 8355 N.W.35th,St.Ste.30 NRGx5)871-1u GARDENS.FIDRU 331c 4.268 1Vestroads Drive 2 ?rL�+ '• /. ph.-:(305)871-1530.Fox:(30531 DRAWING No e-mail: OOD7 e�t 14om 17-107.eWest PQIm Beach, FL 3340? 3 r,t FB- �„Py" ill�rrrrr F WALTER A. e.#Jr.P.E. 5 SHEET P.E. SEALJS(GNATUREfDATE FlO °r Ix 44187 6 7 OF 20 SEE END WALL CON N ETS 10 A 18 /^y i INSTALLATIONS W,f 1 HV �NOTES AT LOCI R0D3@. ET Lam©°r© V UT 90' IN AND E ALTERNATE T14 LOCX 15 OY STIES(S. I EXISTING GLASS �' **GLADE SLACK DETNL t1YF b^YAUD POIi ALL BLADEW HV CENTERMATES CENTERVATES APPLICATION WITH SIADEC _ i d � OR SEE END WALL CONNECTION I 10•15- @n o.©an EXISTING GLASS DETAILS ON SHEETS 10 --------------------------------------------- 1 O o 3 /4' 7' 6 1/2' 7' 2:2,11a'c0'-2 8 • 8� 9• �19• 5 (e0D3-Te Auo»uurn. �y OPPOSING SYMMETRYCAL ANGLE Y!/(2) I/4'a TAPCON � 1/2' CR®•� Ar,DHXLs m cONCRErE CENTERMATES CENTERMATES (TOP/ODTTOM) /70x3/4'S.M.S.® 12' W/ HV LACK 4 Or MIN. GLASS (4)810x1/2-s.M.s.m TU i ac.IIAL LEnG»T. Wf HV LOCK or AT EACH ANGLE.(TYP) /^+�, T * Z (SEE SCHEDULE N 5 I/ °` * 7J5* J J ON SHEEP !1) IN !>644" �J N XI 5 ° z' 0 .moo. 0 Q OUT n * lo•Qm©`�°�'�`C�°� HVA n HVB HVC at °a 6 + '� 8 1Q• 3 POURED CONCRETE OR EXISTING.GLASS CONCRETE BLOCK WALL 6�•(7 •QuT6�•Q•®�xl — IQ•®°x�.Lt!°R{ti7•�j as REOU EO GV55.IG��' O'd ` SYMMETRICAL-- * IN ~.r MIN.SEPARATKYN /; ! _F--_ 8 • 8.�•Q a i�• `EXI57IN CENTERMATES 6 (�'�'y /� 7 ,� To Gvss C _ — .J GLASS b 1 W HVA a-.— ��@.@°R@- 'V�°All.@ (SEE SCHEDULE 5 cR INTERIOR) I ®•i�89R®•@�+@`@ ON SHEEP iT) MIN.5E TK]N �•� C/41 n Z �y TO GLASS 111777 (SEE SCHEOULE I N OPITONAL ON SHEET 11) (INTERIOR) -__.__ I _—_ __ OUT ! ___ LCONCRE 1 ANCHORS 0 Ct .- _ 18"O.C. * � a 3 VARIES -� J / aff * C.7 1-.� O U T 6 1/2-MAX. SLACK 4 OUT (EXTERIOR) HVE HVE * BVD Ill0asuQ��BlILDIGCQDE Nan High Velocity ( UrriCana zone 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. a �''�� sF'•2'`i BERTHA HVTM A.S.S.A. i L E C O N t. Accordion Shutter System kv RADE#1 w/OR w/o v iMNDOW Bt,aQE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE DRAWN Of. LC. °'= �''q•. .' �ti am N.W.36M SL.St,.3M NRGXM GARDENS.FIRM 337 Assactatian, Inc. / oto Ts-Das /27/13 DATE: 07/27/17 E Phone:(305)871-1330.ro.:(aD3)8T1-L331 4268 Westroads Drive z DRAWING No r� tt a-mom:wt;c.O.WAe West Palm Beach. F(. 33407 3 ES-0008719 4 17-107 ,•n'ps„ E. A�,I WALTER A.TILLR Jr.P.E. P.E. SEAL%SIGNATURE/DATE Ua 844,87 s $H8�OF 20 AJERNATE INSTALLATION W V "T" LOC 0 V L FE ALE "T" LOCKSCENTERM ES 8 9 13c LOCKERS BLADE BEE END CONNECTION DETAIL ON SHEETS 10 a 18 INSTALLATIONC HHV BLADE OUT 1N r��EDs7r~s aus SLADE0SAG4 MAX tnF.RDu1ro oN sorra W/ HD CENTER MATES (n �� A8 Na1 AS U.YKRSA-FLOA7QNr BLADE(ta 0rTA5.TIDO-FSVD. nQgla,L/(7 a� 10•®n Nn cum ON THOS carr,MAY er usED 1nrN>Ios ALTERw BEE END WAIL CONNECTION I tC* wsrAEuno DEW I YP 5N0'NN LY Hs SKEET. DETAILS ON ,'MEETS 10 a III 2W/w (0060-Te raLvA rum. 011 .® 35 y 35 y ANCLX1.2ss V. N Era- (OPit0.wt7 rrOo 4* (Opnow) C (4)ytann'as srooraiusE i I10io/.c.Flai tr®"t+t. y 3 a EACH A\0SG tTn) ( (w4}Ns(rYP.) (� (4) V. VM. CLM 5 3 30 LOCK T(INSIDE) t ' "�• OSEE N 0 i — — ----------- — — — — — - -—-— 5 t 2 2 t tMw 4 z Era• aro' ® OUT 31 aR 33 31 OR 32 31 aR 35 31 oR 5 ,* 1/4" 0-20 x ! I/2" S.S.M.S. r� 35y taPn raj *SEE ROTE 6 FOR-LaatQ• W/ 7/8"0 x 3/32" WINGNUT. (oPnowL)H0.8-HVB OUT HDC-HVC r LOCK.ON SKEET 5. ('�y SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES HY "T" LOCK {OUTSIDE} 21i W/ LOCK (EXTERIOR) W/..& LOCK (INTERIOR) 'i'SER,ES 0440 a1LUmiAi (2024^T3 ALL"URGE FLAW.THEN a�n®•04)—/0•®n SKEET RViSM.PART#0820. +.�©r�•a, AS LVMFACTIRED OY AVOEL CHERRY v ^ !!�� IEKTORN.PARSFPEHY.NEVJETSEY QrQ•�n®'i/'.@ae 07054 CR EOVAL ®W O :n6 NOTES CN LD=N2 mme 7)4 K5®Lo—aN SKEE7 5 T t Ea�DUAR KD�NPO R yy CDOEAMAIES AP-LWO:B 1"R EIADEQ T taaTRSAL a4A (atm R0fl w•.._. . HI)D-HVDyy FLOATING STACK ++IT+FF+VFA- fii FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane 1 •• 1G 2017 EASTERN METAL SUPPLY.INC. r 02017 TILTECO.INC. rr �10EtVg '•.. BERTHA FIV e 0.4 y � A S S A Accordion Shutter System T coC O INC. H.Y.BLADE#1 W/OR W/0 H.V.WINDOW RADE % rr TILUr TESTING & ENGINEERING COMPANY American Shutter Sysfems EV.N DESCRIPTION DATE DRAM 6Y: L.C. dam.'•., /r�r Association, Inc. I OLD 15-085 7J21/r DAtE: 07/27/17 y *t.:'4'Y it SSSS N.tY.3818 SL.Ste.305.VMGM CAF03 „FtGQiM 3310 Phan.:(305)871-1330.F.z:(305)871-1571 4268 Westroods Drive 2 DRAWING No �y�lttd —.1 EOe—91— West Palm Beach, FL 33407 3 ED- WT Jr.P.E. 7-107 PALTER A.71 ' •A/rnr' FLORM LIG#44167 5 SHEET P.E. SEAL7NNATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE URED CONCRETE POURED CONCRETE OR Yr% �! OR CONCRETE j, OR CONCRETE /'1 OR CONCRETE / CONCRETE RED BLOCK VIALL ��� BLOCK MALL REQUIRED �.' ,"of / BLOCK WALL REQUIREDREQU "' BLOCK WALL REQUIRED E%ISRNC GLASS /' EXISTING GLASS I'✓ / CONCRETE ANCHOR f ' EXISTING GLASS r'/ ✓f / 2'MIN,f /E%—t5'DNG GLASS 0 16'O.C. ._ _..S) `I rr S£PTARAnON / '! f /_. Tr-- .,^,+ / ..�-2'MIN.,/ ' %, ; i �(� '"/ /'r ldfy s3ARAnaY �� /' rtT/� TAN.SEPARATION sct9D ��I SHEET 1 r TO GLASS I " MN.SZ•FARAnau EO r� 11 BADE OAND /�" ' TO�(sT£ TO GLASS{5 '"� 11 FOR RE ON SHEET i I" f �' SDEDUE CCT SHEET 1/6':3'MAX. QY 19^Q7 :'J it FDR B.A7E mA`."J i i f 1 SCHEDULE ON Si (D it FOR ELADEO)AM 606-T6)CONT. " Q DN c 7 Is FORii FTSi t}LAi ON SHi 19 FCR ALUM.CLOSER .r '�_ , / \ B1AOE5(fl&® / ON SHEET 19 FOR (LOCATE AT£FTN R SOE) BLADES()&t� PLATE. (LOCATE 1/2' f 1 (D&4� OF 0) � AT GtTFi SIDE MtN \ � I i�*USE 1'OR 2"MAX. 1/2'MIN. OF 4) tt %R (W #TOK1/2'S.M.S. TAS AFPLiCA81E)K2`x1/a'xo'-2'fp 10x1/2"S.M.S,_/ __-^_�, ® 16'O.C. _ i' ALUMINUM CUP ANGLEi6"4 C � , 4 {6063-T6 ALLOY)AT MIDH(1) ®10K1/2'S.M.S.Top& 4 1 (2)1/4'6 TAPCONS ANCHORS TO WALL AT 1-D.C. (LOCATE AT SEE Lt CON X FO EITHER SID£OF Q) ) OR �4SLD£COYNECnON I OR �4 SEE DETAIL%FOR ) OR ®. TO TRACKS SEE DETAIL X TO 4 r �� SIDE CONNECTION �°"©•Q7 wQq8�010'®w SDE CONNECTION �°4®'0°'V"ll•®' w b 7 w$"\.J•�w TO TRACKS w o+8. 7 w$ 10•®w IO��w©`®ww TO TRACKS 10P®w4•®w�.�w to.®w®,®ap pw 1o•®w4•®aQ•®w O.O.4w©•fJ•4w b.p.®w©•0.4w ©•O.4a"©•t�-G.�w ©•O.4w®•0•®W ®•,®a�w�•,,®C���(O•��®1w,{�,, ®•��@�-��U•4,�w O'®w 0.@_6.0.0® END CONNECTION DETAIL(3) END CONNECTION ¢ETAIL AHD CONNECTION DETAIL Q D CONNECTION DETAIL .M1 RE0URE0 ONLY FOR SPANS GREATER THAN 12'-0' POURED C ETE OR CONCR BLOCK WALL CLEXISTINGt} EXISTING G :"' REQU! CLASS _y -_--"----'-C rATl StPA4AT.av / #tOa1/2"S.M. ' 'F,�` -'-------"-'t,., ------- r r r m'M(I-Es�E.E1' /f ® i6'O:C. 0,� i T 3t�_.,..�_ (.6 OR$ OR"I OR it FOR GLADE©ASO NCRETE ' i/2'MIN. SCHEDULE Zxi SnEEC SEE444••• _____ ___- O i J ON SHIEET 79 FOR A ® ti FOR EVOE IDAND ------ -___- OR)3 OR(9OR(g 12' ON MEET 19 FOR CONCR ANCHOR / fSQ 5 sArAS(D&9 1 ? OR@ / is A___ _1/2- MIN, EQ B OR®ORQOR 2'! 'i 2"LAIN/. ♦82ADE TON SHEET 19 @ORQOR(9OR@SEE UM ATIONS OF USE FOR ' / j ! (( OR( /+ 5 t OR I PLAN DETAILOR L POURED CONCRETE OR •�"©tO"®'1O ®O 10• w END INSTALLATION( CONCRETE BLOCK WALL ®w®q®a©•� REQUIRED 0 0 4 Q Q 4w HV BLADE OR 0& HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. 4•®wC�•Q7aCs1•®w ®•4w®•4�C�•Q.7 END CONNECTION DETAIL Q O-®w®•®w®•®w[?,OO N C 10 DETAIL® FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 1I ' •. 02017 nUEGO,INC. 02017 EASTERN METAL.SUPPLY,INC. a 'v s `• "`y== 13ERTHA HVTM 1L E C® INC. ,A.S.S■,A■ Accordion Shutter System `* KV.SAM#t W/a3 w/a Eiv.wirtDaw BLADE �'jqy� American Shutter Systems Lv.x DEscmvnox DATE DRAwN 9v: L.C. �'� : TILLIT TESTING & ENGINEERING COMPANY t@, a Association, Inc. I OLD 15-095 7/z7/1 DATE o7/z7/17 {� • !�• +'v 1 8355 N.W.36•h St,Sta•-03.wcm CARDzEIM FLQQDA 3316 Panne:(395)971-1510.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No n waceX0008779.corn West Palm Beach, 1 33407 3 7" d7 'r .I11F WALTER A TAUT Jr.P.E, FLORIDA tx g 44167 P.E. SEAL/SIGNATURE/DATE a SN 10 OF 20 SCHEDULE 41SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR -L-" MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+" • NOTES: (ft.). FOR INSTALLATIONS W/ (8{, OR 'I.-" (ft.) FOR R "L•-- (ft.) INSTALLATIONS INSTAuATION LEGEND — CENTERMATES.@ &® or oruuu((aaa JJ INSTALLATIONS Wf W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN WJ ONE H.V. LOCK ® or 0 or�or 2w &)Wl� ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK WJ NO LOCKING RODS Or ONE HV LOCK or or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA 28 29 W ONE W/ NO LOCKING RODS ORJ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, 0. A.S.D. DESIGN PRESSURE RATING. HCYJ"T" LOCK 30 V®t/tVtO LOK yG (SEE NOTES ILII) ODS MOUNTING F. K & L R. S, & V. (VALID FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 hpIWI T�rO1T�P��GG1000 INSTALLATIONS EE /� CONCRETE&WOOD SHEET 7) FLOOR/CEILING G, H, 1. 11, J T, U. W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCt WOO V INSTALLATIONS CO14CRETE MOUNTING & M wouau vA.CESI GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASDDLUG`/ ASD.OFs:GN I ASR.OEsI.^V INSTALLATIONS wtLSst+aE WALL MOUNTING FT.t%SR/CEIUNG FR£SSURE WALL UZURORG PR=URC FLODRJCOUNc u0UN11AG DETERMINE MAXIMUM SPAN'I.+`FROM SCHEDULE. RATING NOU ITTNC RAMC & M 14D OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (p,N.) To>W FLOOR/COUNG MOUNTING (af•) DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE (.OR-) . (.OR-) FLOO9 ALL MOUNTING a MAXIMUM.SHUTTER SPAN 1+"OR "L-"FOR L f (nl L-(n) L+ (9! l-(fl) l t (rt) l-(n) L> (N L (ft) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO ME 30 OR LE - - 30 i6•-G" i6'-O' 30 16'-0' ifi'-D' 1N5TA t.A.S.O.INTO WOOD SHALL BE TING, TO 705 psi.A5DESIGN PRESSURE RATING. 611N_1A1UM DETERMINED SPAN BETWEEN'L+"AND •L--'. 35 14'-0" 14'-10" 15'-2" 16'-0- 35 14'-10' 14'-10" 35 15'-2' 16'-10- 40 13'-10' 13'-10' 14'-2' 15'- 40 13'-10" 13'-to' 40 14'-2' 15-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13-1" 13-4 14'-3' 45 13'-1" 13'-1" 45 iS'-4' 14'-3' t W CORNER CENTERMATE y3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12-5" 12'-5' 12'-8' 13'-T 50 12'-5" 12'-5' P5101S2'-3- 13'-1' MOUNTING INSTALIAMONS. LOCKING SPFCIRCA71ONS V,'f FLOOR/CEIUNG MOUNTINGS: 55 I1'-10- 11'-10• 12"-1- 17-11' 55 11'-10" til-10" 11'-1' IV-1 I" SHALL BE AS INDICATED ON NANDATORY CONORION B2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4' it•-4' 11'-7• 12'-4' 60 11'-4• 11'-4" 10'-2- 10•-11- NOTE JjS,SNEET 5. RATING65 10'-10° 10'-10' 11'-1" 11'-i 1' 65 10'-10' 10'-10" 9'-5' ID'-1" DETERMINE: 70 f0-6' 10'-6' 10'-9" 1V-5- 70 10'-6• l0'-6' 8•-9' 9-4' U+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L7+m MAX-SPAN FOR FLOOR/CEIUNG A10UNTING 75 1D'-1' 10'-1' 10'-4- 11'-1- 75 10'-1' 10'-1" - @'-9' '!"t EXCEPT THAT 1dA}DNU}d SHUTTER INSTALLATIONS. 80 9'-10- 9•-f0' 10'-0' 10'-9' 80 W-10' 9'-10" SPAN"L+"OR 'L AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9'-9' /0'-Y 85 9•-6' 9•-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-S' 5•^5' 10'-1" 90 9'-3' 9'-3" DR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS; DETERMINE: t- CONNECTIONS TO KEYSTONE MOUNTING Ll-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 91-0' W-9' 9'-2" 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE U-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-8• 8'-4" 9'-0' 9'-7' 100 8'-9• 8'-4" MOUNTING AI ON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11' 8'-9' V-4" 105 8'-7' T-1l• 110 8'-4• J'-T 8'-7' 9'-2" 110 8'-4• 7'-7" FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 115 8'-2- 7'-3' W-4' 8•-7t` 115 8'-2- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'L1+'. *L2+'.Z, AND•L7-- 120 8"-0- 6'-I1' 8'-2' 8'-9' 120 8'-0' 8'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6"-8" 8'-0' 8'-5" 125 7'-10' 6'-8' ALLOVIA13LE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-B' B"-5' T-10' B'^1' 130 7•-8' 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' W-21 7'-9• 7'-9' 135 7•-7' 6`-2" MINIMUM SPACING. 140 T-5° 5'-if' T-T T^6' 140 7'-S• 5'-11• ASTM E-1996 SEPARATION 145 7'-3" 5'-9• 7'-S' 7'-3- 145 7'-3' 5'-9" TO GLASS 150 7'-2- 5'-7' 7'-4" 7'-0' 150 7'-2' W-7" t55 r-o- s'-s' r-r 6-9' 155 7'-G• 5-51 1 THRU 3 1 160 6'-11' S-2• 7'-1' 6'-7" 160 W-11- W-2• 165 6'-10' 5'-1' 7'-0' 6'-4" 165 W-10° 5'-1" 170 W-9' 4'-11' W-it' 6'-2' 170 175 s'-7' 4"-9" 6'-9- 6'-0- 175 6'-7• i80 6'-6` 4'-8" 6'-8' 5'-10' 180 5'-6' 4'-6 H • BLADE 185 6'-5• 4'-6• 6'-7- S'-B" 185 W-5• 4--6" 190 fV-4- 4"-5' W-61 5-6' 190 6'-4' 4'-5' 195 6"-3' 4'-3' 6'-5' 5-5" 195 W-3' 4-3- 200 6'-2' 4'-2- 6'-4' W-3' 200 6'-2' 4 �r,'' zo5 6"-1' a'-1• 6-3' s-r• zD5 6'-r 141` FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zane �r� • •••.... �" :. 02017 NLTECO.INC. 02017 EASTERN METAL SUPPLY.INC. '� sF '�' BERTHA HVTM -�-- A.S.S.A. y i 1 Lr C N t~ Accordion Shutter System KY. BLADE�1 Wj OR W/0 H.Y.VAtkUOW BLADE -6 AmericanShutter Systems EV. OESORfPGON DATE OWN BY:U=V. LC. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7127/1: DATE: 07/27/17 A trl t; assn".x 360`st,st•.nos.VRiR.11A GARDENS,1ttFOA 331 4268 Westrocds Drive z „ A Ph—:(305)871-1530.Pow:(705)$71-1531 DRAWING No `(�y AA c-mm1 tmxa000.c4m West Potm Beoch, FL 33407 3 �aNAL E 000$7@9 •'.�� ,,l II, WALTER A.Tfl67 9 P.E. 4 17-107 F1.ORiQA LL.§44187 5 SHEET P.E. SEAL/S WVURE/DATE 6 11 OF 20 mmm���oommo cm mmomm m�oommmmrm oommrmaaoiommm 61Ii1�mE1•R300061rfiY3mgR,�R�QR�[R6I mE=0[�rQ[k®OiQD[�pL3IIQ�®�IIIZQQERIQQOOp' ppF�-3 wM iLlmAL7pO4R7O m®m[�R�Av00 mmR@7OOA0R7R1 iLR1Y1f17ADO[p7[X QlAY]AT7ia0OR7O OOADpOOOAAfJ 1 msPOMIN, MRO. 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SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN hEGAT16E PRESSOR RAnNG 16"'3 A CORRETiPONDMG MOL0.a'NG TYPE FOR ON BE OR CONCH BLOCK INSrALLATIONS (SEE MOUNRNTS E 0.&H ON SHEETS a t 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONGIETIVOOFlQETE RACK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.1'c-3 Tai) uA= @WALL SILL MOUNTING ©CEILING MOUNTING I Q FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK.(Min.FC- 3 EIi) SPANANCHORS SPACING-LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SEH ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Cc-3 Hsi) ({U Ovi01 NTT,M N+Fg3RE MPN7 SR 06ON KKK PFEBK RUU;O Ot9CN 11CAINE i''RIMRE RA=M - 11e0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc-2 ksi) TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY JO a0 80 75 90112011601= 30 40 60 75 90 120 160 205 30 40 60 75 90 120 IIID 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORISED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCATIOS,INC. t4 12 to 9 a 8 6 5.5 14 12 to $ a 8 O 6 N 12 t0 4 4 a a a THREADFORM TECHNOLOGY (Min.Fe-3 k917 3'-0• 14 /2 t0 9 8 8 8 6 14 12 10 9 0 8 6 6 14 12 t0 9 a a 8 e ALL POINTS SOLID-SET OR LESS 14 12 To 9 8 9 8 6 14 12 10 9 9 8 6 6 14 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES: 14 t2 tO 9 8 a 6 7 14 12 10 9 8 8 6 6 14 12 TD 9 8 8 6 a TAPPER+ AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 12 10 9 8 7 55 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 B e S ANCHORS IS 1 3/4',MO FOR BLUE TAP Wj CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 t0 2 8 8 8 6 14 12 10 9 8 5 8 6 14 /2 70 9 0 0 6 S5 14 12 to 9 a a 6 4 114 12 10 9 0 8 6 45 14 12 TO 9 a 6 ; J5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 0 8 6 4.5 /4 12 10 9 8 8 6 5.5 14 12 70 0 8 0 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 //2'LINO MINIMUM SHOULD STUCCO 4 SEE Ue ATxx1S Or USC rOR tt 12 10 9 7.5 5.5 &S - 14 12 10 8 8 a 6 . 14 T2 10 8 8 7 55 4 MST,AND 1°MINIMUM FOR WALLS WITH NO STUCCO. /4 12 f0 a 9 a e 6 14 12 f0 9 8 6 6 S5 14 1 10 9 8 8 8 45 BLASE A tlN SHEET 19 - 5'-O' 14 72 10 9 8 7 4 - 14 12 to 9 a 85 a 3.5 14 10 a 5 S 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER 8£FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 14 12 tD 9 8 0 8 4.5 14 12 10 B 8 a a.s .75 ANCHORS SHALL BE LANG ENOUGH TO REACH THE M R STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON f4 12 95 75 85 45 - - 14 72 10 9 8 75 55 4 14 t2 t0 9 8 5 45 35 NOTES AL1)A.2)INTO EABIFS E.FOR INSTALLATIONS ON MNYL STUDS SEE SHEET 20.DING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 0 8 8 6 - 14 12 10 9 8 IT a 5 14 12 10 9 a a5 5 35 14 12 IG 9 7.5 5.5 3 - 74 12 t0 a5 7 5.5 4 3 1 12 0 e5 5.5 a J - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 i2 tG 4 It 6 - - 14 12 AD 9 8 65 5 75 1 12 10 8.5 8 5 4 - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.8UILDEX. 14 12 a 6.5 55 3 - - fi 12 10 9 a 6.5 4.5 &5 1 12 10 a 7 5 35 3 i4 12 la 9 0 a - - 14 12 10 9 9 7 5 4 7 t2 10 9 7.S S.S 4 3 1/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. -0• /; 12 10 9 8.5 11 - - 14 12 B 75 a 7 &5 - 1 1 7 5.3 4.5 JS - - - 1/410 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 4 12 10 0 7 4 - 14 12 10 a 7.5 5.5 4 - 1 72 9 7 Z'5 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY - COMPANY OR ASO'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 14 71 7 5.5 4.5 - 14 12 10 9 75 55 4 - t 12 9 7 6 45 3 a.�. 14 12 10 9 6 6.5 - - 14 12 10 9 6 6 4 - 1 1 to a 6.5 5 3.5 = NOTES: 14 12 &5 7 5S 7 - - 74 t2 a 6.5 55 4 3 - 2. 9 6 5 4 3 - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 6.5 7.5 6 - 14 12 9S 0 05 5 - - 14 1 a 8 8.5 4 - - WITH ADVANCED THREPDFORM TECHNOLOGY ANCHORS IS 1'. 13 45 e.S 5 3.5 - - - 14 12 10 8 &5 5 - - /4 2 8 8.5 9 4 14 t2 to 9 0 - - - 14 12 10 9 7.5 4.5 - - to 12 85 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-O. 14 11.5 7.5 8 4 - 14 11 7 5S 5 3.5 - - It 8 55 4,513.51- - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED,1/4.0-20 S.S.MACHINE SCRON USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO u 12 0 65 4.3 - - 14 12 a5 7 5.5 4 - - 14 105 7 &5 6 4.3 - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1-y5 S 55 4 - - - -114112 9 7 8 4.5 - - 14 11 7 55 4.513.5 TO'-0• t4 t2 m 9 7S - - - t4 t2 10 8 0.S 5 - - 74 72 a �64 5 a - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOM, 14 10.5 7 5 35 - - - 1J B5 65 5 4 3 - - 10 75 B 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 tf 7.5 5.5 - - - - 14 Its 4 6 5 4 - - t25 95 B 4 4 - - NOTES&1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EiFS WTM OR WITHOUT METAL STUDS CONSULT THIS ENGINEER TOLL D S - 74 12 8 8s SS 4 - - 13 10 Os a 7FOR tNSipLtAiION INTO DFS W(Di NETAL STUDS SEE SHEET 20. 10 - - - 14 12 9 7 6 4.5 - - 14 to.5 7 4.313.5. - C ANCHORS SHALL 8E INSTALLED FOLLOWING ALL OF THE RECOMMENDA71ONS AND SPECIFIC ITCNS OF THE ANDREWS MANUFACTURER. 17'-0.729 9.5 5 - 12 9 6 4.S 4 3 - 9 45 35 3 - - () 14 10 7 - - - - - t4 -to 7 5.5 4.5 - - 11.5 .S 5s 4.5 3.75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.S 7 45 - - - - 14 11.5 75 6 5 - - - 12 '9 8 4.5 4 - - 12'-0• 74 12 t0 - - - - - u 72 8 0S S5 - - - 13 to 6.5 5 4 - - - EDGE DISTANCE VERSUS_sPACIN SCHEDULE FOR ANCHORS, t15 03 ;.S _ _ _ _ .. 11 a 5S 4 J9 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN IKE INDICATED.REDUCE ANCHOR SPACING 7J5 9S 8 - - - - - 13 9s 8.5 5 4 - - - 0 8 5 f - - - - BY NULTiPLYING SPACING SK Ott SCHEDULE BY ME FOLLOWING FACTORS. B 85 - - 14 105 7 S.5 45 - - - 11 BA Ss 4.5 SLS - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACM,NG INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 IL5 7.5 6 1 5 _ _ - 12 9 6 a.5 4 - - - FACTOR 105 8 - - - - - 10 7.5 s a 3 - 75 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER+ - - - - 12 9 6 4.5 4 - - - B.5 7 5 4 - - - - EDGE TAPWN ALL POINT LOUD SET BLUE TAP 5Yf CAP _ BLADE- DICTANCE TNREA IN.SPACING-3" MIN.SPAGNC t3 9.5 8.5. 5 - - - - O.S 7.q 5 4 - - - - EO MIN.SPACING-3• MIN.SPACING a 3' MIN.SPACING-3 1/2' MIN.SPACING-3• 3 J/4' 4' 14 I2 - - - - - - 14 IQs 7 11 8.5 55 45 - POURED CONCRETE& POURED CONCRETE& PiriTREO CONCRETE& 14'-D' TO 12 - - - - 9 7 4s &5 - - - - 7 5 35 3 - - - - OV DE TOM CONCRETE CON(EHE ROOC POM2ED CGgG;E!E CONGVE 9= 113 B - 71 a SS 4.5 - - - - 9 a.5 a5 - - - - I'IV 0 CONCRETE BLOCK IEA E0.=3 1/2'MR E0..2 I/Y CONCRETE BLOCK CONCRETE 13LOCK MN.FM-3 IjY E8.2 Wr MIL ED.•3' MN EO•J 1 MN EM 3' 7S - - - - - - 12 IT 6 - - - - 9.5 7 4.5 - - - - r21/2- t.0 0.94 1.0 0.78 1.0 0.84 1.0 is_D• 14 - - - - - - 35 to 6s - - - - - t95 a 5 - - - - BLADE WORKING _ _ _ 9 _ _ _ _ _ _ _ BS 6.5 4 - - - - 65 5 J - - IN UNISON♦ o.et t o o.a7 1,0 10 - - 0.5 a. 5 - - - - aS 8 4 - _ _ _ - 0.71 - - - 0.51 - _ - - - - 11.5 85 b.5 - - - - 9 6.5 as - - - - - 0.91 - - - 0.43T6••-0' 74 - _ _ _ _ _ _ 72.995 a - _ _ 10 7.5 S _ - _ _ _ 0.35 _ _ - - 0.35 a - - - - - - - a 5 4 - - - - 8 ;S 3 - - - - - B5 - - 95 7 5 _ _ _ _ _ a 6 4 - -+(- -* FLORIDA BUILDING CODE(Non High Velocity Hurricane one 544i411�i�.•. 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N. 0 & R FLOOR MOUNTINGS P & 0 S&V S &V S&V IN & X W & x Wax B911IOTCRS PR59EL MR6{p) tEWi RtA^S Rss9Ei PRIG(p} tis91 HODS R036E Apia(aT t[ml NLi.T4:111SiiE FRIG(FI) OSI"a FWR FATC M MAR NGTt ffwA PRIG(MI mow I=&�MRIFYA tQp'+E RIM=m 0�1 MMR.t IFF5913 WIIIO(,�451 OffiI R871Lt PDS4A Ep{G([� 30 40 60 75 90 05 30 40 60 75 90 05 30 40160175 90 45 34 40 60 75 90 OS 30 40160175 90 OS 30 40 60 JS 90 05.30 40 60 75 90 40 fi0 75 90 05 30 4D 6075 90 0.5 30 40 6075 90 05 '-0"OR LE55 12 110 110 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 f0 9 B B 6 6 6 6 6 6 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12 i2 12 12 12 12 12 12 4•-0• 12 10 10 9 8 $ B 8 6 6 6 8 12 10 10 9 8 8 B 6 6 6 6 5 12 70 70 9 8 8 8 6 6 6 6 5 6 5 4 4 4 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 i0 10 9 6 8 6 6 B 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0" 12 10 10 9 8 8.5 6 6 6 6 S_5 4.5 12 10 10 9 8 5 6 6 6 S 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 .5 12 12 12 12 12 12 12 12 12112112 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 .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 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0S B.5 7.5 12 10 t0 7.5 4.5 3 6 8 6 5 4 3.5 12 10 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 .5 3 6 5 4 - - -112 12 12 !2 12 12 12 12 12 12 it 9.5 t2 12 1.5 9 [4.5 .5 g•_0" 12 t0 io 5 3.5 - 6 6 5.5 .5 3.5 3 t2 10 9 4 - 6 8 4.5 4 S 3 12 f0 4 3 - - 6 6 a.5 4 3 3 6 5 3.5- - 12 t2 12 12 to. 12 12 12 1.59.5 8.5 12 12 10 $ 5.5 12 10 7.514 - 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 12 1.5 95 12 12 12 10. 8.5 7.5 12 12 9 7 5 6 6 4.5- - - 72 10 4.5- - - 6 .5 3.5- - - 12 10 - - - - 6 5.5 4 - - 6 5 - - - 12 12 12 10 8.5 12 12 129.5 8 7 12 12 8 6.5 4.5 12'-O" 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 4 13'-0` i2 to - - 6 6 - 12 t0 - - - - 6 4.5 - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4 65.5 - - - 12 7 - - - .5 4.5 - - - - 72 7 - - - - .5 4.5 - - - - 6 3 - - - 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 3 6 - - - '- t2 - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - 12 11 9 7.5 5 12 12 8.5 7 8 4 12 9 6 5 - 5 - - - 1. - - - - 5 - - - - 6 - - - - - 12 12 0. 85 6.5 4 12 12 8 6.5 5 3 it. 8.5 5.5 4.5 - Q HV BLADE OR d) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •s9E Ln or M FOR .E ron.,19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -SOUTHERN PINE Na.2 W/0-0.55(N.OS) 1/4.0 TAPC014 ANCHORS,AS MANUFACTURED BY I.T.W.OUBDEX W/NIMMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.M) EACH SECTION ON SHM73 16&17. -SPRUCE PONE HR NORTH W/6.0.43(am) EXCEPTION:SEE NOTE 2 Mad. -SPRUCE PINE PR SOUTH W/G-0.36(NAS.) -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS 70 HOLLOW CEIUNO SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL COMIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4•.ANCHORS N ORSSSHALBEIN INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE FLORIDA WIWIhtG CODE(Non High Velocity Hurricone Zone il( ,44f`°r 6+2Of7 T1L7ECC,INC. 02017 EASTERN METAL SUPPLY,INC. ........... �4." BERTHA HVTM �1L�TE C A■�■5��. Accordion Shutter System 1E H.Y.MADE#1 W/OR W/O KV.WNIM HARE ,e; American Shutter Systems OEseRIPnON DA DRAWN ex L. TILLIT TESTING & ENGINEERING COMPANY Assoctatton. Inc. I OLD is-d$s 7/x7/1 DATc mjz7/t7 Ens N.W.3w,SL,S..05,MACNIA GAROMS,FLOROA 3314 Phone:(305)871-1830.Fax:(305)871-1531 4268 Westrdads Drive 2 DRAWING No �i '•.,,,,,•,•,,,:`.� `yt a-mail:t'MmocaLcom West Palm Beach, FL 33407 3 17-107 �7�,I 07 'ONAL i0 ED.TTLUT,9 / 114 WALTER A TILlJr Jr.P.E. 4 iii FLORA Ria 44167 5 SHEET P.E. SE'ACf3t'ut1ArURE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & 2 HV* BLADES AS APPLICABLE SHUTTER SPAN L+ OR L— EOR INSTALLATIONS TO WOOt IT HV BLADE LYS ALL WALL FINISH BE LIMITED TO 105. DESIGN PRESSURE RATING, SEE SHEEI 19 FOR MAX SPAN & 1/4`0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 4/ { I TAPCON WITH ADVANCED mss' •--� THREADFORM TECHNOLOGY !` 1 1/4'0 TAPCON OR YJ 1 1/2`Nin.PENETRATION '•r I ;•' TAPCON WITH ADVANCED THREADFORM TECHNOLOGY y O�INREAOED AREA TO Wf 1 1/2`Min.PENETRATON OF THREADED AREA TO EXISTING ( A04 SDVIRATION EXISTING WOOD HEADER. ! WOOD HEADER.(SEE SCHEDULE ON SHEET IS) ( TO GASS(cam t r (SEE SCHEDULE ON SHEET 15) x t` 1/4'o-2QX3/4'S.S.MACHINE SD0U E ON SIw SCREWS 1V/1/4'-20 NUTS a11 FOR � I a @ 12'O.C. FOR 74 EXISTING 4 ELAOES(D k G 4 GLASS--4 WALL !N1711 SI J) j� :..1 / I , .,j I -.�OPRONAL ?• t jf 1 WALL 'I !' •../,''•.:5.. M EXISTING ADN. I '+ FINISH ((,f) I 1 ) CRO EXISTING MIN. l �" �� f HEADER REQUIRED g "FADER REOOD i _ Y■4'WOOD ) OR®0 ( 2'x4'WOOD I r } `t1} r 1 ^. THREADFORM OR TAPCON TECHNOLOGY WITH tADVANCED EXISTING 9 U;NL SEPARATIf7N I (I q! ( t �l�`� ` ,it �l i Min.PENETRATION OF THREADED)AREA TO GLASS--.) TO{LESS{SEE T'� MW. SEPARATION TO GLASS I I 1. 1 11 Y i . 1 EXISTING WOOD HEADER. L.-__1 �DAM(D� EXISI7NG (SEE SCHEDULE ON SHEET 11) I '� l+ t' 1 JJJ (SEE SCHEDULE ON STfEEf 75) 9I+ tai I��;. ON SHEET 19 FOR GLASS—d I (,�,ii i� 1" } � 2'R4`CONT.SILL � BIADc3 0 i .( PLATE � L'JHV WALL HEADED INSTALLATION OO1 ALL SILL_ INSTALLATION l�J HV WALL HEADER INSTALLATION _ I+ EXISTING I MIN.SEPARATION 70 SHEET I '' ' f (SEE SCHEDULE ONMIN.SEPARATION TSHi tT) ) _� EXISTING SEE SCHEDULE ON SHEET Jt} t E'XISeING tttt 2'saG =— MW.SEPARATION TO GLASS t I CASs-�'� 'r WOOD PL_t.T(SEB SCHEDULE ON SHEET 11) I ( f I i e I 1/4'0-Aga 4 S.S. REQ'D. III { M `'`•.iJ4'0-20+3f4'S.S. f ¢ ANCHINE EVIS ! iMACHINE SCREWS Wj 1 I 0 USING tJ4'^20 NUTS ( t WALL "'r. { 1/4"-20 NUTS H 12-FINISH @ I OR 2-,4'CO ✓� ,I 1{' J Ir S ��i l 9 Q J WOOD PLATE REO'b. I 1 ( I I ' iry 1'MJn. ,I_..�/t A. �� 1"lAin. '�t ; •1 +'` T. ti 2 t 4 t 5 } ', - (( t if }i(� I j{ 1/4%TAPCON OR TAPCON WITH ADVANCED I I �� , I iil 11 � 4 THREADFORM TECHNOLOGY W/ 1 1/2' t 4�'A `ltF 42"xa CONE. Min.PENETRATION OF THREADED AREA TO 1f4'0 TAPCON OR TAPCON WITH ADVANCED }`,1 'i , I "' 1 4'0 TAFCON OR I I SILL PLATE ) 1 EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2 TAPCON f ° REQ'D. + SH I AOn.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WRH ADVANCED 1-SEE SHEET 4 FOR TYPICAL W�FIM SCHEDULE ON SHEET 45) L_.. } I_II„•,•t,t 4, N iJ2'MIN.CD THR 1/2'Kin. TECHNOLOGY SHUTTER ASSEMBLY, ,j 1 µ (SEE SCHEDULE ON SHEET 15) EXISTING MIN. O.C. pLYW000 REQ'D. \ tlj 1 j2'tFn•PENEIRARON OF 2-AIOUNTWC SECTIONS C/dy BE STUDS® 16'O.C.MAX._ SiHREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO t 1/2`Mitt.COX PLYWOOD REQ'0. REO'D.PLYWOOD TO BE WALL KNIH—(SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. �HV WALL SILL INSTALLATION 1-E705HNG MIN. 2':4'STUDS 0 16'O.C.MAX.REDID. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE E.B.C. SECTION 2308 OF THE q(J HV WALL SILL INSTALLATION SEE Eu=s Or U�OF P HV WALL SILL INSTALLATION F.B.C. eLAOE a ON SHEET 1s .. y FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone IT41°0�'t�R y�!J'r'-� 02017 TIL ECO.Ni 02017 EASTERN METAL SUPPLY.INC. eeee � f/�• RT A�HVTM� L10ES� �� A■ `■s■A■ Accordion Shutter System e o /� ELOINC. N.0 6LADE#t wJ 0R w/o Ku 11V(NDO4Y BuaDE American Shutter Systems TILLIT TESTING & ENGINEERING COIdPANY y x DEscRmlDx oatt D6uwN er: Lc. *; Association, Inc. 1 OLD 15-0e5 j27/tl DALE: 07 z7/n 6335 N.W.36th.SL,Ste.389.M wak CARD:".FLCRW 3310 v Phar..:(305)871-1830.Fs:(305)871-1531 4268 Westraods Drive 2 . dt;tl eea64W.aom West Palm Beach. FL 33407 3 DRAWING No - 719 ae�1j�sV ••••• A, ,LIe WALTER A TILDr JT.P.E. 4 17-1 07 sH 77 FLORIDA Lia,a 44167 s SHEER 1P.E. � jy�j)�'*R DATE 6 1 B OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & R HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS IO WOOD WITH HV SEME X11 NTONLY SHALL BE LIMITED TO 105.0 sf. A.S.D DESIGN PRESSURE RAT NG S S 19 FOR MAX WALL FAVISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Q, & A WORKING IN UNISON I 1/4-ID TAPCON OR EQ EQ�2`MIN. TAPCON YRTH ADVANCED 4',8"(MinM EXISTING TNP % 'RM TECHNOLOGY WOOD BEAM REQUIRED. J/f Jt j ` EDGE(EF APPLICABLE) W 1 1 2-IAin.PENETRATION I 4'0-20x3 4'S.S. ADEQUACY OF THREADED AREA TO / / OF EXISTING 1Y00D BEAM I. PHILUPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. Min MACHINE SCREWS REGISTERED EN004EER OR J/ / f —31 EXISTING WOOD (SEE SCHEDULE ON SHEET 15) VJ/ 1/4'-20 NUTS ARCHITECT PRIOR TO E(1--=(•--EQ �' •,,, TRUSSES CR f�� m 1Y D.G. SHUTTER INSTALLATION. %I t �� � 1/2- ^' 132- RAFTER B 24" 19 �/ O.C.REQUIRED 1 4'O TAPCON DR /J ✓', OR 1 ICON W(fH ADVANCED F ! I, r J' ` EXISTING SOFFIT ir ,25Y THREADFORM TECHNQLDGY l /t 7HK. •.,, Max. W/I 12-Min.PENETRATION r 14x3 EDJ EO-( F tk4'xt/8'CONT.ALUM.TUBE \ J I I of 7HREAOED AREA TO ED w EO, jb• ! _ 76 1-..OPTIONAL EXISTING WOOD HEADER. pM8'O.C. 1 (3)11/16"30 LAO SCREWS TO (SEE SCHEDULE 0.1 SHEET 15) 1 Or 13 or 15 EACH RAFTER OR TRUSS. �;-'a+1•{,) I T Or 13 Or 15 ) LOCATE LAG SCREWS AT ! MIOWIDTH OF EXISTING WOOD EXISTING MIN 2"x4" O ° OPEN HOLE AT EACH MEMBER,(2•Min.NO111MAL E)ISONG--B HEAt�R REQ'D FAIN.SEPARATION TO GLASS 1 STUD TO ACCEPT ((,,�� � PENETRATION OF THREADED GLASS II (SEE SCHEDULE ON SHEET 1t) E%I{SL�ASS i 5/16'4 LAG SCREW ti( AREA. ALLA�SFOR WRTI 72psf I 1 AT CENTER OF TUBE. '(i]tt]Ii I UAL SU, ) ! MAX.A.S.D.DESIGN LOAD ANO W GLASS(SIX ( `Ing EXISTING 1aa SEPARANFi 9'-D'MAX.SPAN.THIS �S HV WALL HEADER INSTALLATION _,SCHGAU ON� CLASS--1 ro aA4(SLE R1srALaT1oN S ONLY VAUD S= SHUT 1 FOR WOOD VI/UtN.SPECIFIC �Ic,�sm�1v 090 S�OR t ♦ j is IDR gaOC 0,crA ON SHOT Is CRANKY OF 0.50 AS DOUGLAS IND" ams GXe I per �♦ FlR DR SOUTHERN PINE No.S t-SEE SHEET 4 FOR 1rPICN.SHUTTER A55Da8LY ---OOR l'.7 OR EQUAL. 2-MOUNTING SECTIONS CAN RE CO."A (I)HV CEILING INSTALLATION IN ANY WAY ro SUIT air INsruunoN U Mi CEILING INST LLA 10 ! Flo a�A55(SM -�OR�♦ I MIN. I t rI INL SEPARATION TO GLASS �E a;ISTING 11 FOR SKU SEPARATION (SEE SCHEDULE ON SHEET 11) E%O( �I ON ¢I6g FOR 9 {SEE STO GLLiE(NJLE EXISTING 1 1 ON SHEET 11) I I ! li 0 I i ANCHA ER R OI I EXISTING 8 i t WALL I IOCATtON 3/8 AdN. GLASS 10x3/4'HEX �i 2"x6'NLN.II —1 I W'p0) 7 3/8 em. `�.._(MASHER HEAD TEK M SCREWS 0 12'oxI DECK REQUIRED SCR L_J 4 13 OR 2`x6•MIN.YIOOD (NO FINISH DECK REQUIRED(NO ALLGWED) FINISH ALLOYED) _�. 2-1 1. ,-_ rEDGE — --- e 719 EDGE OF DECK DECK IF - IFAPPLICABLE DECK IF APPLICABLE CTT- DECKAPPLIFRLE `'��- I 1, 1/4'0-20x3/4'S.S. -- L2""4 1/4'o TAPCON OR Mia MA PS 7RUS5 HEAD _. jjTAPCON WITH ADVANCED MACHINE SCREWS -Jd 1/4'0 TAPCON OR TAPCON WITH ADVANCED CONT. THREADFORM TECHNOLOGY W 1/4•-20 NUTS THREADFORAI TECHNOLOGY W 1 1 2-Min. 2MINLATE t/4b TAPCOL!OR TAPCON WITH ADVANCED TEIRFADFORM 2 MIN.Y 1 t 2-Min.PENETHATllXM/ / ®t2'O.C. PENETRATION OF THREAXD I I I OF THREADED AREA TO TECHNOLOGY VJ/1 1/2-Min,PENETRATION OF THREADED AREA TO EXISTING VJ00D HEADER.(SEE L 31i i) EXISTING WOOD HEADER. AREA TD EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) d (SEE SCHEDULE av SHEET 15) ♦SEE UM Nf5 of u1E FOR j�';;� X1 HV WALK—OVER INSTALL MON �V HV WALL, SILL INSTALLATION ea s1TET��e &HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ••,.••'FFEAj •a�t••{•'j v •. /A1•�� ©2017 TILTEOD,INC. Q2017 EASTERN METAL SUPPLY,INC. SIV •.�2R HA HVTM O"7" , 11 L O N ,A,,,��j'„s�A� Accordion Shutter System KV. RADE#1 w/OR w/o M.Wrnoly aonE `�•. �� * TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N OESCRIPIION DATE DRAWrI ft LG. t�1` e�ss NW.2aU.St.,Mo._as,Vu�A CM04.FWM Mie Association, Inc. t OLD 15-085 1j2 DATE- 07/27/17 Phone:(305)871-1330.Fox:(305)871-1531 4268 Westroods Drive 2 a-maT:tSteeE6am.cam West Palm 8eoeh, FL 33407 3 DRAWING No -tesla � ,,, EB-00116716 17-107 NAL L1` ' WALTER A.TW4 RE T J1. P.E. SEAL/SIGNATU•RE/DATEeFLORIDA Lk.@ 44167 a SHEET 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS z'..'MDa worn STUDS RSa1. 2W AM ROW t I STUDS REOTL TAPCONw1C0 STUDS . (AS.17UCAME) YR �+ O 8.O.C. t f f 1 /7.' % ' /!I 2 SND5. 1 R 1 1/2"flCl, / s»s al w//utt 6"aPRiuetn F065H, Si CR TrATtON 1 FJIISTLNG GLASS 1• PUTIWO F11tSK /,,,,�`) Sm05 IXC.f. E71SL6�QJ 1 EXFu7B:G C4J55 I` W-GLASS E CO \ 1 t I 1l2•r•a Wy \ w� Pima:. R)1 CSM 1/2•INR cox ro GIA55(Sort. ALY SOY.WR011 EOa SOVRllq{ ro aA� PvrM W - :,OPII>lg Oi St6ET m OI/s 1/2'Wt CDX m aAss(S(S int j iilLC mNL t/lWx3- // TIM GA�maAD SOHPAF OR 9EIT PL,Y.=0. :CODLLC ON sN0.7 OK 53QT lB f6t (C00.T-TB)CONE. ft.,K Lt/2'_.CDx Sik27 la 11 RP I ArE&AM 1/2- r /Y /f 1101 SATE O)m5 uUO,ttOSER PLVA'a00., SASS Ma�a �I w vw>S FOR S!SHIT t9 FOR eAnsO tr Y 04. PATE tROOATE 1/2 Fww 9ADCSmtr j H+nESmtrlU� AT E1I}Ip1 SOE M01 I Iy ;1m/ i __ 4.2 mvur�meW.1/,�•.p-T _ _�' OIO 0.0, t�111.1/2'S.M.s AM.YNLN CUR Ak't[ 1 ' OTB O.C. �` _ _�1 n/ {lt y�jtla.tJ2s¢SYtytr r U V ri L„T �I :SLA 1• BGC,tATfO 1 r I OR�� l-•' EE mnNx re dOR 9' I m1sP stt wQ) r t OR ro TRACKS J Al wmlm eR I l ti-G•Q-8 1 .0. E�aaa+ter at m TRAW �j.�.a.Q_*�•'lw•+• •�'*tJj Li* •t-v��i®* 8}Q C�-'J•7• . Q° Q•ET+-`0-(D-6- L•3.6g*�.1a. 0.0) 0*®•Q•0- t *�t4^�•Q 43'LB*y�.Sg'Jtr'L- ©,�.�ii,.fl+.�.�s� Q$•�$-®•C1t-e/.�- ®•119*4�•Q�'*Ed•L� C•Z�-dt.0•I�.f END CONNECTION DETAIL(l, END CONNECTION DETAIL.® END CONNECTION DETAIL 09 END CONNECTION DETAIL, ![Q OOSTlK3 A REMWW 011Lr roR SPANS GRtATER MAY 17-0• AM 2•=STOCS REO Y TTFCOtt AKCMCds i(.b Tr/i,/2- )1101112•SIRS. � T_� R/1 1/Y Isl. w/,1/2'1AN. ole 0C. -.—. LRTOSDha GlASS•1` KNETRAf10!i O 1Y O.0. PWETRA11dY O 12`0.C. i/2•mx TOEOS.E oT 510FT 4 d SEE Du ATiaNS OF USE FOR T •f ; •% ,Ia SBIB�A,o - --- BLAOE 11 ON SHEET 19 I..FOR@AOE(pAtD li ` W 5161,7 1B TCO 1/2 YN I ---� - v4_ Q /`�I 'JI OR�A' L x1�6.c¢�- Q•®•ro••0r- ' r WMi.PINLAN 21.•wn.woW RIJ. •¢*©•Q-C*d.d•'i•3- (LZa913sR t�.oa $ VIEW Y '40•'U�• ',¢-©,�* mos REo1, PISSK -.�i.{.©.rts. PLAN DETAIL X END CONNECTION QEfAiL Q' EDN CONN{' DN DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1�%+• „ 02017 TILTECO,INC. (9)2017 EASTERN METAL SUPPLY,INC. BERTHA HV /7,LrEC0 ,... \ A..'Q.S.A. Accordion Shutter System kV. 8!ADE#1 W/OR w10 RV.WNMW RADE 's TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 11Y.N aEscaPnml DATE ORARN Bt: LC. TO ! ;r 6355 kW.30;74 St-Ste.M.%S9WA CAROM RR A 5318 Association, Inc. , OCD TS-O85 7)27/)1 DATE 07/27/17 Phone:(305)871-15:0.Fox:(305)871-1531 42fi8 Westroads�3r4ve 2 DRAWING No �+''•..,,• ,,.•''.�'((A;/ e-m02:tRtecoOhot.com West Palm Beach, FL 33407 5 '-s��A1AL�����'': WALTER A.71 87i9 17-107 A 1.f Jr. 7 SHEET P.E. SEALjSiGNATURE/DATE FLORIDAoRue.9"'s7 5 e 18 OF 20 f,5-@-C4 •GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA • `�' _ (j7HV RLAQF,�Q('�$ION S LADE SYSTEM WORKING IN A G � ���%%%""" ��', /yyy�"' IY�' UNISON WflH HV WINDOW BLADE OAl 1.VAX.ASD.DESIGN PRESSURE RATING:+110,-110 P.I.f. _ n n 2.MAX.SHUTTER SPAN:4B' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6.7:AS WELL AS MOUNRNGS M,0.L U&W ON SHEETS 16&17. ONLY C£HTERLBRES{21�,�{BOTH w/ t�i OR 2C 6 ARE AVOWEDIN CASE WRH 21 \;Jal:Jw 40R''L`Sl MUT, SEDMUST BE INCLUDED ONNLLY�ATPEXTERIOR ACCESS SIDE OF OPPO NG i fi a�0 CENTERMA lug TYP.EA END ♦ ♦ • • • ♦ a S.(A)W WINDOW BLADE C1A�SIVJL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ' • °a (3'0 HOLES)FOR G44 PER LADE AT SPACINGS SHOWN ON SHECT 4. 4 (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HY WINDOW BLADE V.0' MAX.5 WINDOWS n ♦ ♦ • ♦ A° a} OF ANY 3'0 HOLE FOR p4 SHALL BE 12'. ALLOWED AT HV WINDOt7 BLADE 1A (C)FRET OR�BLADE CONING OUT FROM STARTERS AT ENDS MAY DE HV WINDOW BLADE 1 H ♦ ♦ ♦ a as (0)NV WINDOW RUDE 1@MUST BE USED ALTERNATE TO A SOLID HV BLADE lO THROUGHOUT SHUTTER'S WIDTH. k .o • • • ♦ ♦ _ ` ra a a (I)P 2r ATREOHER SIDE IN THEMALL ALWAYS E INSTALLED ADJACENT TO A SOLID FIV _ ♦ � THE POLYCARBONATE HY WINDOW SNPLL 8E INSTAtlED SO 7}tAj MABs FADE BE CONNECTION ♦ ♦ ♦ a ' a' a� THE INSTALLED OF THE OPENING LNG PROTECTED. TO WINDOW DE MUST S DETAILS ON SHEETS • ONLY RJSTALLED THE LOCKED LASING A TN SETTING TOOL PRONGED BY OSSA 1D&18 TYP. Ngy INC. FULL HEIGHT. a3af1 6.SFE ANCHOR SPADING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME g � eUILD4LGS ON SHEET 15.AS!DOTTED BY SPAY AND DESIGN LOAD(SEE NOTES T P TP D .^ 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED LL CONCRETEOR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY 1 1111111 1 1 11 11 111 11 11 11 11 SPAN AND DESIGN LOAD(SEE NOTES i&2 ABOVE). OD8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: ^ �� i{SEE PLAN FOR REQUIREMENTS)TYP TOP&BOTTOM y( 1 7 ORI )OR�6 7 WIND zaHE MINIMUM SEPARATION TO GLASS LIMNED YIDTit--- 1 THRU 3 1• MIN. E ON SS TO CRASS --- SEE SCHEDULE ON SHEET Tt FOR MADE(D 4 8.25' EXISTING CLASS —j AND,0:4 THIS SFEEETT FOR B1ADs TD&0 TY I"XTYP lA—y' TYp, SYMRICA CENTERMATES��A @ .� AID �1 W/o2 OR E S NONTE 4 ABOVE) �✓ TYPICAL 111 HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE UA, SHUTTER* �``-------�� LffffJN N.aA.♦�•. 1 _ FLORIDA BUILQlN6 CODE(ion High Velocity Hurricane Zane A11 ...............• L/ b2O17 1LLIEC0.IHC. @2017 EASTERN METAL SUPPLY.INC. �' BERTHA A- �' A.S.S.A. 7. ter S 1 i LTE C O .NC. Accordion Shutter System *e KV.aADE#1 W/OR W/O KV.WINDOW RADE American Shutter Systema CV. DESCRIPTION DATE DRAIN Or L.C. TICCIT TESTING & ENGINEERING COMPANY �T'•y 4,r: Association. Inc. I OLD 15-085 7/27/1 DATE: 07 27/17 6355 NM.36M St.Ste.301,VMGN A OARCEW,AOR.DA 3318 © .............."•�`1 P1wti:(305)071-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 -`�"'- ^"`i��5 DRAWING No pp� `e. A1' a-m r: West Palm Beach, FL 33407 3 f�"tyfl�L@A��1V• EB.TILUT,9 GOO57oot.com 17-107 WALTER TWT Jr,P.E. 4 P.£. SEAL/SIGNATURE/DATE FLORIDA Uc 9 a+s67 a SH19 OF 20 ,1 1/A 6:0�TH in, VARIES INSTALLATIONS W.,/ n HV BLADE & HV CENTERMATES -12.000.MOx.AM I•- 16n.G-6D S At �. 2 M°�- INTO METAL STUD WALLS * , 06J' q� METAL SR105 At 16'O.C. W 43b - _____ 6 o.C. 40 47 1/4"m NOMINAL --- --- +/2' 475• 'Ic E O I O ALUMINUM SLEEVE W B �'-� 3 J2 0 z 0 D CO &063-T5 ALLOY t NT.C s 1/+�o.a35•TAac FGn.� 4.30 _ 4"O.C.a SYSTEM INSTALLATION TO METAL STUD WALLS CONT. -65 STEED TRACK CHAIYEL,I 6'D.C.. 9 6•o ^ I SEPARATION_112-MASS SCHEDULE ASM A-653 GRADE x0 1 ST D-60 , 3,000• GALVAYRED FASTENED TO stuns " 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, -- 75 Mcx' W/(7)/6x1/2•TEK SCREWS ON EXISTING FINISH 39 2. MAX. SHUTTER SPAN: 84" (Psf) WIND ZONE MINIMUM , TNiQ00R&EXTERIOR FACE ; AS APPLICABLE J w ASTM E-1996 SEPARATION a3c LENGTH+ 1" EXISTING GLASS—Ifs MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TD Cuss 43 1 4"t6-20X3" BOLT (SEE SCHEDULE) 43 4. ONLY CENTERMATE 21 Wj 24 FIV LOCK ARE ALLOWED 1 7ttRU 3 T" MUST PENETRATE 3O )" WITH 21 ARRANGED A SY METRICAL LAYOUT. n USE O (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4`x 6 1/4•.0.035'TACK Mtn, EXISTING FINISH ,' I J INCLUDED ATIXTERIOR OR'INTERIOR ACCESS SIDE OF CANT.GAM STEEL TRACK CHANNEL AS APPLICABLE ,, CENTERMATE. o 1 250• ASTM A-653 GRACE 40 Min.G-60 GALVATRZED FASTENED TO STIWS W/(2)96x1/2•TEK SCREWS ON f0.5 43c 43a "tet'•-`— --+� INTERIOR&EXTERIOR FACE B 6.0 C 0 6'O.C. _ 1/4"0-20 THREADS . o v _:` 43c 1/4"0 ELCO CONSTRUCTION „>,,;., BLADE SLACK DETAIL WF IS ALSO VALID FOR 1/2" J2 ® CENTERMATE 21 APPLICATION WITH BLADE PRODUCTS FAB-LOK HO x 1 TMA 6535•ADETHICK4 w .vainEs_ 6 O.C. COMPONENTS NI^.G_6 A-658 GRADE aD -;;2•{Md'1i,r Ntn.G-fi'GALV,STEEL +' •- t MS WALL HEADER f SILL INSTALLATION" LIETAD STUUs AT t6'O.C. tin. T-EXISTING FINISH AS APPLICABLE SCALE: 3/8'= 1' (TVP.TOP&BOTTOM) w .035" -.-., :...... ..: —.. ...t•,. —.r-.-...-...... —— -.— .,•.-�:.�.-.-.+,�-�+r 1 J1/4`x 0THICK Mn .EXISTING GLASS_—__ _ __---_---- _ CONT.GL SIRED MACK CHARNEL ASTM -653Nt6D GALVANIZED FASTENED TO STUDS - 1 i `:,:.` .. ' 1 •`•-�'r i 11 1 , :..•. , I A 1V 1 6x1 2'7EK SCRETVS aN y• 4 SYMMETRYCAL SYMMETRYCAL :- tt.;:`i 1il iI`.{__:i::3;;;; _ ,.:c:-`•.t.::::.:::':,.;:::.;:;Iii i,II:z:•.:,...•....- •:,;. 1,i ,f'-r;ESIDE ^ ,.,•.- .' i .I I:, ,I 1•-„•"ti-. MIN.SEPARATION VARIES t IN/TERO OR&EXTERIOR FACE40 4.36 43C CENTERMATES W/!,.::1 1 I. .CENTERMATES W/'- TO GLASS 2- E SCHEDULE) Ma(SE XTERIOR ACCESS SIDE:"', ERIOR ACCESS SIDE:'. ; ;,..:••:: 1 4 --- -------_-----.:--------- ------ ----- _-------- ------- --- - -- --------------- --------- - --- -- ------------ --- ------- 6'Min.) ------6'Min.) L IN- -� 4. I _---- _-_------------- ----------- -----___ __---- -------------- - ---- --- __-- -- ------ ==__=-- --- -- Lift -- -------- --_- __-- --^---- --- -------- - ----�_ -- ----- -- - --- - -- _---- -/I -------- 1 ------- ------- - - -- -- ---------- - --- -- ----- 2)4 -- ------- --- --- —-- - - ---- --- ----— '�j 2)42 - -- 1 21 21 21 21 1 LOCA D AT 12 r-------— f - HV HEADER/SILL ENDS -- -- - - -- ------------- - ---- -- -- ---- VIE Y 12 -- 3-7/4•(TyP)- - --- 7j (6"M.in.) - - \-(24 SIDE CONNECTION TO TRACK 5 1/2'(Typ.)-- 7• 7 6 1/2•tdAX.SLACK (cont-) BYA HV8BLADE SLACK DETAIL HVE FVC FLORIDA BUILDING(;ODE(Nan High Velocity Hurricane Zone, ®2017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.INC. B ERTEI A HV TM /7,LrE C O 1 N C� Aw S■S mA. Accordion Shutter System N.Y.BLADE#1 Wj OR W/O KY.N1NDchv tikADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESCRMTON DATE DRAWN 8Y: LC. 6755 IR.-51! St.,Stx.305,tM1RCitSh CAR6DS,FtOROA 33t Association. ItTC. t OLD 15-OBS /2Tj! BATE: 07j27/17 `ar:--- p e" Phn °°:(305)871-1530.Fox:(305)87t-1531 4268 Westroods Drive : •.• Fj `- +' ai:IRI-00.1. West Palm Beach, FL 33407 s DRAWING NO /(+ • ORi04:.•' ��J,tY E8-0008719 17-14/ °-m WALTER A.nwT J,.P.E. 4 P.E. SEACf�` }AEf DATE FLORIDA U.9 44167 s SHEET s 20 OF 20