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HomeMy WebLinkAboutProduct Approval 'lorida Building Code Online https://www.tlondabuilding.org/pr/pr_app_dtl.aspx?paraTn=W(jEVx... BM Home Log In Uw Pegls"Wn Hot Topts SubnA Surcharge stats&Facts R&Catnrs FEC Staff EQS Ste Map Lirks Seanh Prodd b� USER:Pub Approval i USER:Public User Product Aooroval Meny>Pmd=or Aookation search>Aookat_bn List>Appioton Detai FL* FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived RECEIVED Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email MAR 012018 4268 Westroads Drive West Palm Beach,FL 33407 PermiElin (561)209-8263 ST. Lucie County, bfeeley@easternmetal.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 Evaluation Report-Hardcopy Received ♦\ Florida Engineer or Architect Name who developed the Evaluation Walter A..Tillit,Jr.P.E. ■`■� Report 0 Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. U Validation Checklist-Hardcopy Received Q Certificate of Independence FI.389 R9.COT AMERICAN SHUTTER SYSTEM ASSOC. INC. DRAWINF 17-107 CERTTFTCATE �,i, id/ Of INDEPENDENCE.f'DF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE JILROf r coq P0 Cf-! nME 7(-+,.�N cu,irrFR c,4CTCMS _^D ni >ry(`1?-�r+o r'c�'nclrP,TE QF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standar 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 I of 2 1/4/2018, 5:19 PM rlorida building lode Online nips://W W W.IlOrlUaDUIlLIH1g.Ufgtpl/pl_aPP_uu.dbpA I pd1 dill—w%�J u y 21... 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 FIL# Model,HunWer or Name Description 389.1 Bertha HV Acmrdon Shutter-Blade 3-(Non- Extruded aluminum Interlocking blades retained by hacks(top and bottom)for Hviv)-Or"17-108 storm protection -_-_.-- - Limits of Use Installation Instructions Approved for use In HVHZ:No FL38R9 17 AMERICAN SHUTFEIZ SY577EMS UItAWING 17-10 BERTHA HV Approved for use outside Ill Yes ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc Design Pressure,WA Created by Independent Third Party:Yes Other:large Missile Level"D".Max span is 12'-3"for 40 psf positive ASD load Evaluation Reports and 13'-0"for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" Fl 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-108 PRODUCT for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, EVALUATION REPORT.PDF 9'-11"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 Created by Independent Third Party:Yes blade w/o window blade for installations into Metal Stud wails is 79'for max. ASD pressure rating of+72,-72 and 84'for+64,-64 psf,See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking blades retained by trades(top and bottom)for (Non-HVHZ)-Drwg 17-107 storm protection Limits of Use InstaRathm ImtrrcNons Approved for use In HVHZ:No FL38-9R9 11 AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 Approved for use outside HVHZ:Yes 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 16'-0"for 30 p.s.f negative ASD Evaluation Reports load depending on centermates and kxidng rod configuration for the HVl blade, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 8'-0"for+64,-72 p.s.f.A.S.D.load for HV blade for Keystone mountings 7'-0' PRODUCT OF EVALUATION REPORT,PDF p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in Created by Independent Third Party:Yes unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO-(Non- Extruded aluminum interlocking blades retained by tracks(top and bottom)for HVHZ)-Drwg 17-106 storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL_36 g tT AMERiCAN_SHU77ER SYSTEMS ASSOC.,INC, DRAWING 17-106 Approved for use outside HVHZ:Yes BERTHA HV ACCORDION SHUTTER SYSTPDF Impact Resistant,Yes Verified By:American Test Lab of South Florida Inc- Design ncDesign Pressure:WA Created by independent Third Party:Yes Other:Large missile.Max.16'-0"span at 30 p.s f ASD load for Blade 1 and EValliatlon Reports 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively Fl 389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes Contact Us::2601 Blas Stone(bad.12ra1fd53eC R 32399 Phone:850-487-1824 The State of Fbnda s an AA(EEO employer COmmillit 2007-2013 State of fballL::Priv-dg :: Under Florida taw,email addresses are ptfc remits.r you do not wad your emai address released in response to a puhfrrmwds request,do not sad demonic mai to this erttybslead,awtact the office by phone or by traditional mal.N you have any questions,please contact 850.4871395.'P is art to Section 455275(1),Ronda Stat,a fect re October 1,2012,licensees 4camd undo Ovpter 455,F.S.must provide the Department with an email address r they lave one.The emacs provided nuy be used for oacw comnratimtbn with the licensee.However email addresses are pubic record-If you do not wish to supply a persarat 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 c"hem Pradrd Approval Acoq*w Wjo a Credit Car 1 Safe 2 of 2 1/4/2018,5:19 PN GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6N EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHURER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINE)LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENT04ED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 71 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITK)N, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n& RA1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU I5, 19&Z0. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.00 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 OT #0214.01-03,#0715.01-03,#1004.01-05,#1214.01-05,#0317.02-06.#0809.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' HV BLADE(D AND HV WINDOW BLADE t� 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) -HV WINDOW BLADE Q,#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-08 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,HV BLADE Oi AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA W.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND #140.75'RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL.SCREWS WTrH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END.CONNECTION DETAIL 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7". FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 72 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 kci MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVAN12ED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 Try BLADE 10&® WORKING IN UNISON: 12. 13& IS INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 8.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE ONLY Er IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK 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 e}, HV WINDOW BLA.IOE ONLY CENTERAIATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE, 12.BERTHA H.V.ACCORDION SHUTTER 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.(9)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.D. (n)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WRL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione f �41'' •„•• JfP 4's. 92017 DLTFCO,INC. 02017 EASTERN METAL SUPPLY,INC. ' BERTHA HVT. iAA1 ��til;nrs� '- Accordion Shutter System I '� C lMc. L.SSA H.V.SAM r W1 OR W/O RV.WNWW910E ir �% AmericanShutter Systems `yr i TIWT TESTING & ENGINEERING COMPANY W. L'0' CARUeor,HORIM 3316 Association, Inc. 1 OLD 15-3115 1117/27/11 WIM 07/27/17 {]S!I1.N.]YA.9L.Sle.]O5,YIAGIIaI, h-(305)071-1530.far:(305)871-1537 4268 We'StrOOdS Drive 2 DRAMN. /I '• �L 1� 11A a--a:Lnt«eem.w West Palm Beach, FL 33407 S +`� SS1T1 Y{� 174 WALTER ALLR19J,P.E. /OTi`,AL { 1/`�O7 V '', FLORIDA Lk.#44167 5 SHEETP.E. Itt�St�NAYURE/DATE 11 ire ws Wwso6 supe � ® g VARIES 1.91 1` s• A• � b1 Mox. j(" 4' S .09'T •� 4.385' ,II 1 ' \ 57' d. J HV SOLID BLADE (�)HV UNIVERSAL FLOATER 375 0HV 90'/1g0' STARTER COVERED UNDER US PATENT 5458179 QUAUFIED OR USE W/ r• QUALIFIED FOR USE W/ HV BLADEC, �4 HV DIRECT MO�INI HV BLADE ji I HV WINDOW BLADEr 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET BLADE ND). 6063-T6 ALL o••iEM 6 1. 6063-T6 ALLOY AND TEMPER- .124' p 085' F 670' ;q i• lyl .994' 7 1.000' . 072 842 .o a 4.897" j oaf n, ^ , m m. ^ .81 .092' n "y - - - -' - - 0 BY ADJ. ADAPTER W/LIP ' 12 •7„ .59 .26" 2' QUALIFIED FOR USE W/ HV (8 jHV WALK—OVER TRACK "x'920'- 1.3 6 HV ADJ. FLOOR BLADE(D QUALIFIED FOR U,4�E W/ HV �9/HV TRENCH TRACK ss —TRACK 6ID63-T6 ALLOY AND TEMPER BLADE{1, `�QUALIFIED FOR USE W/ HV 3 QUALIFIED FOR USE W/ HN 6063-T6 ALLOY AAO TEMPER BLADE ONLY. lit 1 HV RAINGUARD BLADE(J 6063-T6 ALLOY.ANO TEMPER QUALIFIED FOR USE W/ HV 6063-i6 ALLOY AND TEMPER i•c BLADE I Mox. i VARIES 1.936' 6063-T6 ALLOY A D TEMPER o md C 003' 083' m .063" 05.3,.100 ;SI v� � ,1 ow S 0 670 + 993 .093'V 670 s 1.686" 6{�. 670 I 3,529, 1 HV CEILING HEADER (� HV HEAD�$/SILL 6352^ ` I ��,,// QUALIFIED FOR USE W/ HV BLADE(1 ONLY 3• HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE i:ONLY, 6063-T6 ALLOY AND TEMPER" QUAUFIED FOR USE W/ HV BLADE 1O t4FI HD WALLHEADE /SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE G ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B - Ti 72 , rl MN X hlPl Y MN t I X Y t t" 1' 0.061' � ,� a•I 2' i 2' 10.725' V 2' 5"MAX.I 1/8" i 1/8" I 3' ;78 I 20 5'MAX. 0.192' 0.192' t 6) SIDE ANGLES I QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ire zs' 7"MAx.0.190•j D:,so' � CORNER POSTS BLADE - QUALIFIED FOR USE W/ HV ' ! UAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE G ONLY. I BLADE V 6063-TS ALLOY AND TEMPER 2" 5-MAXI 0.139'!0.131' 6063-T6 ALLAY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricone Zone 111111 4! � 02017 111-TECO,INC. 02017 EASTERN METAL SUPPLY, INC. •.... CENsDERYKA HVTM Accordion Shutter System A■n ■S.A. HV. BLADE#1 W/OR W/0 TLV.WiHM BLADE I American Shutter Sysfems �•N 9 ,,m,o„ 0Arz TILLIT TESTING k ENGINEERING..COMPANY DRAWN 9Y. LC. ' /��'OF 6355 N.W.361A.SL,Ste.305,VR K CARMG.FLO WA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Phan,:(3x5)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 ,t• ,Qjllapl.r'�'�j/y1P mu tilt 6712 West West Palm Beach, FL 33407 3 DRAWING No 4 `111 WALTER A T_VT L.P.E. 4 1 7 07 h'T E/DATE FLORIDA Q,.A 44107 5 SHEET 6 2 OF 20 i AD 4 578. F— { a.3 4' FST M.S.AD MRVDED� NDU4M0!]NIVEL THREADED 1 .745"T— i I --- SS..S. I BARED PAtMEO THREADED ,DIE NO SCAsr NG • I i . (]IVP,) o� - 'mt I flV1E�PA'MED� �v I $ osl _ f QQ ECR65 YLRN 1 fj ' I m NNOB. m 7 Tj -eRAI rnHROIIE -9RAss Eru TE t ER KEYS(CHROME LCNROME PUr<0) tA• . •� t 1 b f PUTED) 21 If CENTERMATE 2 '*. +. ® HV LOCK HV EGRESS LOCK ALIFlED FOR USE W/ NV BLADE& ONLY 1 lCORNE: .n23' { 7`1 QUALIFlED FOR USE W/ HV QUALIFIED-F�OR USE W/ HV 6063-T6 ALLOY AND TE E UA ]ED FOR USE W/ HV BLADE 7''& 1 ONLY " GLADE Q7 & g ONLY. BLADE(1)& ®ONLY. 6063-T6 ALLOY AND TEMPER I Q IF ED FOR USE W/ HV BLADE 11 ONLY — —25o O.D. .51er 2.674" 6063-76 ALLOY AND TEMPER PLASTIC HEAD i MOLDED TO-- 1.72 .922 4.045" 32 SCREW 1,753- L-360'AFTER RIVETING 06 o BEFORE RIVETING •I ^o ri, n 1/4"9�-20 x 3/4" S.S. THUMBSCREW 114"0-20 RIVNUTx *SERIES 9444 ALUMINUM(2024-13 ALLOY)LARGE FLANGE MIN ' 6Y AVDEL T L r 3]W_-_.I O mi , i �� CTERRY TEVORN"L NLTTSERT.P PPAR9PPENY ,NEW JERSEY ART 0 0820.AS MANUFACTURED OL7�M4 OR EOVAL PLAN fR0t8"EIfVAT10N HY MAU "T" LOCK CENTERIVIAMI t"566" r� LOCKER FOR 'T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV SLADE.I ONLY HV FEMAL T" LOCK CENTERMATE HV "j" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER' QUALIFIED FOR USE QUALIFIED TOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE�'tONLY QUALIFIED FOR USE W/ HV BLADE )ONLY W LTV BLADE Cl,ONLY. BLADE 1 ONLY. ✓ 6063-T6 ALLOY AND TEMPER' W/ HV ALLOY AND TEMPER 0 ..43 D o � t ��-THUM6TURN CYLINDER OR 063` rot .063 ,062• +� KEY CYLINDER .214' m _ .21 •� ._...— i —f? m I 0.875"Min " N'i) t .125'Noa. ,31) N HD CENTS MATE W/ LOCKING ROD G e a o 0 �' QUALIFIED FOR USE W/ HV BLADE 1 & A QUAUFIED FOR USE W/ HV BLADEQ)& A + .o,- -T6 ALLOY AND EM ER 6063-T6 ALLOY AND TEMPER '*�� HD CENTERMATE�S I�RT yAo12'WN. QUALIFIED FOP, USE W HV BLADE(7;&fTA� { '^ 1/4 o-ZO 5.5.OR 3/6'a-ID 1.1 6063-T6 ALLOY TEMPER r CDLINDTrnURN ACETAL THUMBSCREWS. 1 (SEEOETAAS) I t f DO OR KEY .178 CYLINDER315' N �l. 4a• t.76'Maw. 81 LOCKING ROD 1/� _ t/4'o HD LOCK vtl J L375'9 QUALIFIED FOR USE W/ HV BLADE'Cli 3/H"0-16 ACETAL (.37� HV 1/--4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK x HV 6063-T6 ALLOY AND TEMPER §FRIES S.5, THUMBSCREWS QUALIFIED FOR USE W/ HV BIADE�& CA,Q S5)INSTALLATION WILL REQUIRE A 7/I6" HOLE THUMBSCREWS Cl)DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE(j) QUALIFIED FOR USE W/ HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 1LITIA �,A� F/—' 'C2U1 TECO,INC. 02017 EASTERN METAL SUPPLY,INC. BE iM cr N (.y • A S S A Accordion Shutter System 1 L ECO N c. FLY 9ADE#1 W/CR W/o KV.W NWN 9.lROE •k Nlr_ American Shutter Systems .N DCSCBIP ON DAn .DRAWN 8C LC. TILUT TESTING h ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 .55 M.W.—51.,Ste.305,MRGOCN GARDENS,ROPoOA 3316 /17 R GATE: 07/17/17 • swia Y Phona (305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 :SHEET WING N "�t+'•20RIDk �a a-a 6N.oa0oN com West Polm Beach, FL 33407 3 7_16 7 r,• 11' ESZ0006719 i 1t YIAI.TER A TILUT.r.P.E. :ss/ ``� +( toRroA UR.p 44167 5 P.E. �n RL�jDATE 6 3 SH TTER ASSEMBLY SCHEDULE FOR ,2'WN. HV (M HV a/e• .o62s- 41 /,� _® { m BLADE n .1875• ..,. —I O HV BLADE 1 'L`S' .0625 .0625" q i ! HV WI BIADE .0625' ® HV BLADE 1AY BLADES^' I 1675' HV LONG RECESSED NYLON BUSHING I Z „�j KNUCKLE .0625 "f OPENIN 3 4 CJ ( ) e HV SHORT RECESSED NYLON BUSHING o i R7.7$ r ® i ! j MT POR1N)N O� HV NYLON HAT WASHER �OR ® �y C1� I Jso" 4® LIV WHEEL CARRIAGE AISI 302-303 SERIES I I �a ® � moo' 0.870"z3/16" THICK NYLON WHEEL 2 7/5'WN.I Nv WINDOW A T © I J "RIVETS 315'f CLEAR I f3. -fJ7s00'0.188'0 AISI 302 SERIES S.SBETIAUN --� .0625' X0625' BLADE HV t 3/4" ACCORDION PIN W/ 8 HEAD * EXTERIOR 4T 9 ONPIS3/es 7500 ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * FOR (g 41 4 •" i CLEAR° Btlmtm3 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I r.1 I' i j BEN`TYPICAL HV WINDOW .BLADE fiA� AND POLYCARBONATE HV WINDOW DETAIL —® or REEDNOTE FOR ` i ! (DOR® i ! *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE I 12' MIN. RESINS, UV-STASILIZEO GRADE OR SABIC J A ( m RUDE 6o INNOVATIVE PLASTIC LEXAN 103 RESIN HV MH REMMMUMLALEMM-INKIr KNUCKLE FORI L=j (SEE NOTE "F" ON SHEET 19). 1 HV rl)HV �OR ® �� ) 0a5 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR \�® `"•vii i i ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR ! ® ! I POLYCARBONATE SOURCES FOR j j EXTERIOR APP„D,,,E 96LLT HV ® BLADE. �ICAL SHUTTER ASSEMBLY N.. TYPIVL PfWPRI1R STAra•ID �r vs rs+�[ NV PIN®OR AT RESLROKL ua s aIN � (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT Ex IOR BLADE'S KNUCKLE. 6l➢71rlL i EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D .0.324' �� (SEE NOTE•roR 8P�9C Om-, AS.DM mw 9f/Io' 0X0 6/„• BLADE WHEN CORRESPONDING TO INSTALLATION '91 SHEET 7. D 7 1, C3 REQUIREMENTS) i I TEWAIE NBD S11Er1G1N ASID M. 9.IDD v.ac 9,X,D TYP. f1fDE9.L SDIExam T YrE D ASN D79D 12.50D Pu. IJ,4D0 PLL I (3) HV PIN @ OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER anaLL uowEns Azn 0790 3a coo PSL °s ooD P.A SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> leas I SHEET ® NDICNm uaD A51.D255 1f cr-eI IT rr-m/:. I s.ff aura-___,rncs WHEEL CARRIAGE DETAIL Dr&1N9I10 iSMOKE DENSM m.0254 472 c_2 a,SS e s c,Jw N_* ..s. Arlv p— ASM D1929 I—T SIM T N.SSEMBLY LAYOUT t! AS1.0135 lElt91E SnOW"MEA WA1" ASW 9.15 99J1 PSL 'M Pai. 1ZHV BLADE SOLID & HV WINDOW BLADE DETAILS "�° N.T.S. j1`j11�Nrrr rs�y y� A,,r FLORIDA BUILDING CODE(Von High VelocityHurricone Zone r o'Z ®2017 EA$7ERN METAL SUPPLY, INC. BERTHA MV, Y",��• 4`�r*'nt•';�^4 G2017 TKTECO.INC. i'YVC 'r i Ir A.S■S.A. Accordion Shutter System i L E C O I N C. H.V. BADE/1 W/OR W/O H.V.W NDUN BLADE American Shutter Systems EV.K DESCMP110N DAZE DRAWN BY: L.C. a TILLIT TESTING t ENGINEERING COMPANY �'•, s '` , "" 268 Westro d Inc. , OLD 15-0e5 7 1 aaE: D7/z7/n • /�='•. �1)Q1D*:1SY S\ 5775 N.W.39( 5)5..705..R F..:MIA (305 6 FLORIDA 33161 P,•IDDe (303)871-,530.Ea::(]05)871-1651 4268 Westroads Drive 2 DRAWING No �1 .-n>EB WOM7 9.eom West PDIm Beach, FL 33407 4 17-107 7_,I07 L �{i-••, WALTER A TILLIT Jr.P.E. nAT.DA U.B 44187 6 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 I a •NOTES ON HV LOCKS AND CENJERMATES 11 �. :@111-0 � 1. MANDATOM CONO(EION/t:ONE HV LOCK(5or,�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR T2'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS T ANY ELEVATION.HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR n nn 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. �dco 2.gEEM QPM2=f]:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ©a ( LOCKS OR qq MAY BE USED AS AN MSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V r OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Nya + 3. OPTIONAL CONDfWN #2 OND ONLY WHEN P&M OONDM LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY (I 4 ED�aR COR©� ter' a"Q,� E USIF D IRED TO ENHANCE SHUTTER%= wtM10E. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANWORY CONDITKIIM ft ONE HV LOCK ® ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SHALL BE USED AS AN OUTSIDEOR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS CS ` AT TOP& BO SHALL BE USED. LOCATION 6F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. t1A RD MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, SL e7IJ ;p; =0-VAI in ONIY PDR W U104 10 Ig/SYLAIIEUNCAL CENTERMATES IN •ONE ALTERNATE HV LOCK MAY BE U IN LIEU OF HV LOCK or FOR ANY SPAN AND 1 WIN I 3>: MST TONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20x3/4"S.S. THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i t 1 Cirf-YS LOCKS AT 1/3 OF SHUTTER SPAN. / fy. 8. u•�.�•YORY CONODiON fjFog M'FKTrwc MOLIINiLNO RISFALATKNLS: ONE HV LOCK(B or a or®SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP jI TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or F�a®MAY BE USED AS At, INSIDE OR ul OUTSIDE LOCK,ATTACHED TO @:or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 It 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ SEE END CONNECTION ! i OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON L N P a f y W X I SHEETS 10 I *NOTES ON HV "T" LOCKS AND C NTERMATEI 18 TYP. FULL HEIGHT. OF CORNER 1.SECOND ALTERNATE TO Mummuel I= MR CENEMMAJES gb AND - -- CENTERMATE �... ONE ALTERNATE HV 'T-LOCK MAY BE ALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND 1HSfLOCK O AT ANY ELEVATION.ALT NATE LOCK �(AAY DE USED AS AN INSIDE ORO IDE LOCK.ATTACHMENT .J � OF LOCK INCLUDES USING REINFORCING LOCKER�7f AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND @ W/ 1/4'0-20 x 1 1/2-LONG S.S.THREADED BOLT W/7/8'0 X 3/32' `J WINGNUT OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4"0x 5/8'RNNUT�OCK MAY BE INSTALLED AT MIDSPA14 OR 12- �.� • `o l-�C71j•®ox MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND DOTOM IS MANDATORY. �.,®a(-4-@-08 @1 ort I. ONE ALTERNATE HO LOCK Q MAYBE USED IN LIEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS OR� FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(8 MAY BE USED AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HD LOCK�TO®IS W/3 88 x 3/8'F.H. S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HOB-HV AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 4 IS COMPLETELY OPTIONAL 1++++++x�A•���.��� on High Veiccity Hureicone one 02017 EASTERN METAL SUPPLY,INC. 02017 TILTETD.INC. 13ERTHA--WTu ' A S■S A Accordion Shutter System L ECO 1 N C. s1 KV. BLADE/1 W/OR W/0 KV.WNDON MAX *' G ♦IK ENGINEERING COMPANY American Shutter SySt8M9 L'V. 09MIPTION DATE DRMM BY LC: t -7,° TICCIT TESTIN Association, Inc. I OLD 15-085 /27/1 DATE: 07/27/17 \� am..w.3atA.3L,W..300.0%0'"wm: .ROWA 33ra O , e 4268 Westroads Drive : Axone:(305)871-7930,F-:(3o3jB71-I!!1 DRAWING No UtxeoOoo'_ West PDIm Beach, FL 33407 3 •�•�/VHA`E rl" W&TER A0 006710 11UUT JJr.P.E. + 17-107 _ O7 P.E. SEALJ51VWIJRE/DATE FLORaA µt67 6 3HE5 OF 20 ONC ANCHORS POURED CONCRETE tSEF OR CONCRETE am RED _ DOLE ON 1/4'0-20.3/4'S.S. CONCRETE- SMEET CONCRETE ANCHORS I MACHINE SCREWS REQUIAJED 7 -20 ; . " .1 �' I TONE(SU­NT�G EDON SHErT 7) _(SEE SCHEDULE ON 1/4' RETE ANCHOR$ SHMT 13) NUTS 0 12'O.C. CONCRETE (SEE SCHEDULE ON SHEET 13) 7 OAJ MITI. -1/4'0-20x3/4'S.S. Min. ED MACHINE SCREWS I/y USING 1/4'-20 NUTS 0 12"D.C. 13 -.250"M... OR j L ®r M OPTIONAL -OPTIONAL MR. :Tstj� TO�TM MIN.SEPARATION TO GLASS wtz.E 11 FOR SUMIM, OR (90 �11 ----[--(SEE SCf-EDULE ON SHEET 11)_ R, GLASS EXISTINGdADi8 MIN. SEPARATION TO CLASS Ch"""'I IS GLASS—I -(SEE SCHEDULE ON SHEET I I xjSnNG ; ��k Hy WALL HrADER INSTALLATION GIASS-,; OC ft/ WALL HEADER INSTALLATION 1,P) HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATIONTO GLASS (SEE SCHEDULE ON SHEET I TO OASS(M I OR OEM MIN.SEPARAT04 TO GLASS ($18E SCHOULE ON SHEET I '11�MADE ON sw 19 fm OPTIONAL 011 E. OPIRONAL E.D.. A/2- ------ F7.OURVD I rl\t- @ Ali L,Q EQ- 3 OR Min. CONCRETE ANCHORS PHILLIPS TRUSS HEAD 1/4-C-2013/4-S.S. PHILLIPS E EQ�' MACHINE SCREWS USING CONC. TRUSS HEAD MACHINE SCREWS 0_@1 1/4^-20 NUTS a 12'O.C. L 1/."-20 NUTS 0 12'O.C.11 C, (SEE SCHEDULE ON "'-.CONCRETE ANCHORS Min POURED CONCRETE-�' SHEET 13) (SEE SCHEDULE ON SHEET 13) POURED CONCRETEJ OR CONCRETE BLOCK REQUIRED OR CONCRETE BLOCK 4CRETE ANCHORS (SEE S H LL ON (DF HV WALL SILL INSTALLATION W�<RIQUI�REO (q) HV WALL SILL INSTALLATION POURED CONCRETE_ SHEET la) D'� OR CONCRETE BLOCK WALL REQUIRED BY WALL SILL INSTALLATION NOTE FOR OOME01611Q INSTALLATION DETAILS WZ 1- SEE SHEET 4 FOR TYPICAL EDGE DISTANCE ♦ SEE LIMITAT.-ONS OF USE FOR ASSEMBLY BLADE ON 2- MOUNTING SECTIONS CAN BE COMBINED SPECIFICATIONS ON SHEET �3) EILADEWPA�ON SHEET ig 01) H V BLADE IN ANY WAY TO SUIT ANY WAULATION. SHUTTER FLORIDA BUILD) CODE(Non High Velocity Hurricane Zone: LORIDA BUILD 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. B _HVTM ERTRA 4 Accordion Shutter System A.S.S.A KV. MADE#1 W1 OR W/O N.V.WNDOIN MADE Shutier Systel". % American RD.Iw DeScRalm" PAR ORMM&�. L-C- COMPANY ane Association, Inc. I OLD 15-085 L7M DATE: 07/27/17 !2� TICCIT TESTING ENGINEERING JKz pb... 305)871-ISM (305)871-153 -DRAWING No . ....... 4268 Westroads Drive 2 IP -W: West Palm Beach, FL 33407 —3 SOMAL EN17-107 WALT 4 EA A.TILUT bP.E. FLORIDA Lk.0.167 5 P.E. SEAL/SIGNATURE/DATE 6 0 OF 20 • ___CONCRETE ANCHORS 1 WL> wmaN 1 CO (SEE SCHEDULE ON SHEET 13) i ANAse(SCE DR EXISTING } uro 1 loan O,S w !-lsu Scnmuli oN EDGE OF 11 101 MAX 0— CLA"__ P.,,.zv wrA1. sNLEr 11) I _ a� aLAS IF r�N ro cvss IF APPLI , EXLSIMM. 16.'O.S({k lig 1 _(sa zoimuaE • R _ GLAS ALTERNATEi I 1 EXISTING rE ANCHOR 1, T GLASS- I LOCATION 010 3/4'HEX WASHER HEAD I ' I1 111 3 0R}$ , 1/6'un. TEK SCREWS O 12"O.C. ,- EDGE OF ' 1/e CONCRETE ANCHORS �8 (SEE SCFIEDUIE ON SHEET 13) E APPLICABLE EDGE OF i EXISTING SLAS IF •..4 , '- EOGE OF 1 APPJGBLF - OL/SS--! SLAB IF 1/2. 1' M K APPLICABLE (--r-E-O. 0. POURED Mk.sPNum+ APFI�E POURED .Q• CONCRETE FLAT HEAD CONCRETE ANCHORS C04CRETE / (SEE SCHEDULE ON SHEET 14) 11FE94M,DNv POURED CONCRETE1 - REQUIRED /FLAT HEAD CONCRETE ANCHORS REQUIRED aAa�w Cl,OR � REQUIRED F---f.O.•_-__,. 1�E.0.♦� (SEE SCHEDULE ON SHEET 14) It TRENCH INSTALLATION —'�-- VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR _INSTALLATION t L!HV WALK—OVER INSTALLATION DESIGN LPRESSUREETING & FOR SPANS PER SCHEt HV CEILING INSTALLATION Er571N0� Iw.1R'+RA1Ia41T z CONCRETE ANCHORS 01A55 TO aNa ' i 1He,.9[A1IIA10x O (SEE SCHEDULE-7r—(St, se 11, O I 1/4-0 11W 9llKM TAPCON W/ A(WA"D 1NREADFa6t R M veLr 11 EXISTINGG�IAS"5-- 10:HNOI=Y OR /4-0 FO J EXISTING - CLASS ^.�NA•Mx 10 wss �_— FISIENM TAKER. GLASS-' '1(52 ScrFaUE b.aKT t1 --� J N,1TPAIN:M ro alis 1 3/,1 N.EMBEO.W P 6' MA%. / 10 i i i :(sa SFlxD1uL a Alf,A) 1 0.C.FUR UP To e'-O'SPUN Mn 4.OL.FOR SPANS LARGTR PVN_ i, 1'1 FAR E:P 1, MAX. ( 1 (719.1)(SNE 1gTE T PY i 5 1/2' - 010,3/4'HEI({,.Q♦ SHEET 1 Fat lA4TA710NSy� y 3 a AMAX. S, 3 OR WASHER HEAD I TAN SFA.ANT -t } 1 1Au. ter. SCREWS r1 1 1 �6 12"D.C. Fi1v3/4" HE%HEAD.� 9 ( ' •Il' 1/4 V-10)/4"SS,IS TEK SCREWS O 5"OC CONCRETE ANC DRS 6 .O 5/ -�y i4v/4"S.D.S. Y 3 ' I 1 1 7 4" �' •• A—USRYJ L/4'r-20 NUTS OR 1/4"e-20 S.5.N.S. > I1 O 9"O.G '1� --- Nov. • - O 12'4C. W/NUT O 9"DID. -- I SLEET lf) y _ < EALL TR NOR SORUIIA L - �7,�'._ 7 18 1/2' t" I �4 -17 18 ` ?. •1•• 21WIAN. MALL TRIM ryEmRAnvE EDGE OF `�}14X3/4'F.M.S.D.S. 1 '• WE E.D. PwRm CONCREtE SLABI''1 7/8 •1 7/11 -� - APPLICABLE t 1—CONCRLTE ANCHORS '-SEE NOTE i e \`O 9'O.C. I' REOUFED r 1�,+----�.•�.0. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 RETE ON SHEET'3(b) ` •4 OR CONCRETE BLOCK SHEET 14) REQUIRED RE�a'0d( Ci KEYSTONE MOUNTING INSTALLATION DOTTaxAL POUREDSPAN G HV WALL FLOOR INSTALLATION V HV WALL WALK—OVER INSTALLATION ML%INUN ASA.CESS PIF-D, '461,-]2 M CONCRETE M4XIMUM SHUTTER REBS REQUIRED �J HV RAINGUARD INSTALLATION t t THIS INSTALLATION SK&L BE VLOTF FOR COMBINATgN Q`:FCTIONS• ♦ REMOVABLE:WHEN PERFORMED E. D. -EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT • SEE IMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICA..TONS ON SHEET 13) OR ENTRANCE BLADE Ski ON SHEET 19 INSTALLATION DETAILS W/ I HV BLADE ASSEMBLY _—_ - IN ANY MOUNTING0SSLAT SECTIBE ONS CAN 0", f1 A. j` ' ROMA BUILDING CODE{Non High Velocity Nurricane Zone 02017 TILTEC'0.INC. 02017 EASTERN MM SUPPLY, INC.iS�•' BERTHA TM o A S S A■ Accordion Shutter System * I L ECOmc.N c. KV. BLADE#1 W/OR Wp KV.WM W BLADE •'• TILLIT TESTING t ENGINEERING COMPANY American Shutter $Y9}9M! .N DESCRIPTM RATE DraaN aY: LC O Association, Inc. 1 OLD 15-0115D7/27111DOL 07 n/n AA p 6199 N.W.]filA.St.,SI♦.!09.WAf N14 04ROF15.FLOP"311 ' �• 0 r V LL Plloae (309)1171-1650.Fox (309)871-1571 4268 Westroods Drive 2 1 -71011:1n«o�d.eWm WQst Palm Beach, FL 33407 3 DRAWING No r''VS�ONALEN�?,HH' ` :Ult 6]194 17-107 4 WALTER A TI LIT Jr.P.E. 'ate•• •"'• FLORIDA E«:.d 44167 5SHEET P.E. SEAL/SIGNATURE/DATE 0 7 SEE END WALL CON ETS 10 & 18 ` - -- **AN NEEoaNC RODS(D.EF uN Exmwc GLASS lNSTALLTIONS W/ (J) HV AND ALTERNATE W LOCK®°N��S, oT Q ; BLADE CENT ATES aLAW w�A�XA�tS�0 L OR 23 ONNECTION EXISTING GLASS DETAILS ON SHEETS 10 h 18-1 --- - ----------.--_-- ----L--� --..—_--_ ---_--- -__- --- 2•.2•.1/e•,o-2 1 I ®•®a�•®91�.® 3 1/4' 7• a 1/2' 7• (a0s3 T9 ALLOY)ALw. / QQPO ING S�MMETRYCAL I A11QE wANC OR 1/4 1/2-' 1/z �•©•® I CE WN.SEPARATION (TOP/eonOM) #10.3/4-S.M.S.0 12' j '— (4)/10.1/2-S.M.S.To Tues i o.c FULL 1FMH7. HV LOCK 1�, ro awss AT EACH ANGLE.(,YP)I II I i G r (SEE SCHEDULE 11 5 I � ; ® " * 4* j -- I a, 3 aN SHEET „) I IN `, * 1 1 5 4�4 "® r 1-0 10 ®«O (70�0 i0 ®� O "© HVB ,((�� oUT " Z * HVC ®«©•�®•©°� ®°"LY°1©•Oa® )D' .EXISTING GLASS —POLRED CONCRETE OR j CONCRETE BLOCK WALL REMW "�------ — SYMMETRICAL————--—— IN — � �a�—� ®a MIK>�PARA�a� - —i 8 •®°'® ®aQ•® EQ E ER AES ®.®°"©•®°'®.®°" TOaAs — — — GUSs * ( E W/ K OPTIONAL ON SHEET 11) GLASS E 5 f MIN SEPARATION . ro«Ass \ I N oPTaNAi (SEE SCHEDULE — V—�. I ON SHEET 11) (NJTFlaOR) �' _—_—_— — __—_—_—_—_ 1 OUT 1 Fe 3 VM1E5 II o U T 6 1/2'MAX.SLACK I OUT (EXTERIOR) HVE HVF** HVD 1111AIAI/ 'y4�' FLORIDA MNG CODE Non High Velocity Hurricane Zone ` •• 4 07017 TILTECO•INC. O 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System TMEE G O I w A.S S■A■ KV. #, w/DR W/O KV.WNOOW MADE ?*• American Shutter Systems Q TILLIT TESTING & ENGINEERING COMPANY Association. IAC. T OLD 15-085 �/ 1L alas N.W.3a 9,so.Ja.vnolw 9e10e1A RPTmr.v1 /27/1 OATL 07/27/17 ph-(303)871-1530.1.: .:(305)871-1531 4268 Westroods Drive 7 s "•••'' 6\ ,LT, a-ma:Ntec~.wm West Palm Beach, FL 33407 3 DRAWING No --!ONALEµ T EB-0°09719 4 17-107 Ir/IAIII•• WALTER A T�LR Jr.P.E. P.E. GNATURE/DATE FLONOA Le.1 44167 I SHEET HT 0 0 i AT N N " " 0 HV MALE/FEMALE " LQCK C & LOC 1 HV BLADE ecE END CONNECTION DETAILS ON SHMS 1Q,..•A 18 INSTALLATION In HV BLADE OUT IN � `` pa DTA r.waacD on src e.RNA W D CENTERMATE AS JSAE®DETAA"0-MD. ON THIS SHEET."I 9E USED W71INIS ALTE wgUN WX6 Inc THIS SKEET QS[ETfiE IdLES NDONWALL CONNECTION SHEETS 10 R 18 wAsA R A I�� TNP/wDTN10 I L---------------------'---------------------^----------- --rf faTi m%e'sALi TD 11 E'sATs«1z' ---------^---- --- a LICK AN«L TT'NT I 64 FULL LQrtNt. « I N (4)KV, IN (4)N.V. IeL> 5 f 3 30 LOCK T(INSIDE) 1 Pws(m.-::):A, TrP.) z TVE PWS(MA) 7(TYPJ i q ; I + 1 —___ --------- ----- -____ ® 5 2 1 5 OUT 31- I 3 1 oR© 31 oR 31 a 3 * SEE worE a raw Nv uTa 2 1/4" 0-20 x 1 1/2" S.S.M.S. 3 * oUT (aPnaAlW SE NOT ON R w a ®• « W/ 7/8"0 x 3/32" WINGNUT. (0Pw0N") 9— SYMMETRICAL HD CENTERMHDC-HsATES ©0 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES �Vr* W/ LOCK (EXTERIOR) W/ LOCK (INTERIOR) f 7Ears a.4 nIN>aA+ sL� N-T3 ALL"EARGE FLANGE TNNO��©�'®°P SNEETNIEESDD PART I OM' �_�.0",0.0-0-0a AS AAANINACTURm BY NAEL DM " TEXTOPM.PARSFPEN/.NEW JOINT ©.O.0-@-0-0- 07054 •®a. �`gc w1L5 DN,naaea coosp..o®AQ%5 0"T1kEf e /� \ /� �«UIPEIIYT Rasa 9ULE®eFl/.2"eD-IrvD K �Vl —W W::o iM ut tEM10YwE5 McuGna+s wlm BuorO HDD—HVD«« FLOATING STACK �.PA. j �'': FLORIDA BUILDING CODE(Non High VeioLity Hurricane Ione V •............ '.... •. S C2017 P1 TECU,INC. C 201 7 EASTERN METAL SUPPLY,INC. BERTHATM 0.4 Accordion Shutter SystemOT► A.S.S.AL . KY. &ME#1 W/OR W/b KV WINDOW Wa . % TIWT TESTING ENGINEERING COMPANY American Shutter Systems oEscN+PnoN DATE ORAAwI w: Lc %. �./� At Association, Inc. I OLD 15-085 /27/1 DATE 07/27/17 6.N.W.3su.x.SIa 3es.AnciaA rwD4N0.FLGwGA 331E DRAWING NO 'a t Pno".:(3D5)e71-1530.Fa.:(305)871-1537 4268 Westroods Drive 2 j1E11 --w:IIMI West Potm Beach, FL 33407 3 17-10 7 —'07 . ...Ar,esdi WALT"A.TRLT h.P.E. A n.a®W Ue./44157 S SHEET P.E. SEAL/SIGNATURE/DATE s 9 OF 20 POURED CONCRETE OR - l-POURED CONCRETE POURED CONCRETE - OUR ED GONCRE(E I- OR CONCRETE OR CONCRETE i REOUOR CONCREFECONCIRETE RED BLOCK w� I; �i BOCK WALL REQUIREDBLOCK WALL REOthREO % BLOCK WALL REQUIRED I A, r. �EXISTINC GLASS EXISTING GLASS I CONCRETE AHCIIOR� EXISTING GLASS EXISTING GLASS ` �- > � - ( 0 Is PC .1— ) MR SEPARATIONf ,• .�- • 2'MIN. TO GASSSCHEDUL (SLE '�I taN SEPIRAnON 1 MN.SEPARATION ••,� Ep m a (SEE T EEO® i0 GLA55(SEE k" To GLASS(SEE SC1#DUIE ON SHEET 1/1 e'x3'RIAX. ON SHEET 19 FOR LE ON SHEET "" sc"a)LLE ON SHEET 11 FOR BADE mMa (6063-T6)CONT. e.A0E5 &Q / 'ON 19� ,/2'. / �ON�4£Q 0 FOR ON SHEET 19 FOR ALUM.CLOSER I 1 mg Q T—r" i B,,�mg (LOCATE AT BAOES-a Q PLATE. (LOCATE 1/2 ; ' EI R SIDE I AT EITHER SIDE I6N 0�) ; OF O) 1 1 1/2-MIN. I USE OR 2`MAX. /10X1/2'S.M.S. I I _—_-- ( APPUCABLE)x2"xt/B'xO'-2' I /toxt/z'S.M.S_, _-- O 16'O.C. _—_--- AL INUM CLIP ANGLE - • �. 4 ( -T6 ALLOY)AT MIDNEIGM ; J _ i (2) °x1TAP S.A1,5.70M: (2)1/ 0 TAPCONS ANCHORS r0 1 �! ! SEC AIL X FOR-i WALL 1'O.C.(LOCALE AT 5 I SIDE ONNECTION UJ OR EITHER OF Q) �OR I OR (� I SEE DETAIL X FOR TO TRACKS SIDE CONNECTION DOR .��^©•O Q •®^ SEE DETAIL X ¢ 0-0.0-®„®•®^ SIDE CONNECTION ��®^©•�1BJ'•l®`Y^ ^6 7^' •"l'J'®p1 TO TRACKS w e. 7.�B •®O1 1 ®^•©•�.p•©^ TO TRACKS ®:Cz) 0'(9)- @ @ 0. -0- ECTION DETAIQ3 f,ND CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 REOMAREO OILY FOR SPARS GREATER THAN 12-a" -- POURED CONCRETE OR - EXISTING (4}- CONCRETE BLOCK WALL ! `++ -E705nNG CUSS y GLASS ¢ REQUIRED wN.so*PAnad /10x1/2"iY. - �'• ---- TO GLASS(SEE MIN.SEPARATION l-Z---'--yam �'$'c='-__ ��,, 0 16 ., Y f ©oaf 9 qt ro GLASS(SEE ------ ---�+ `�—_----- SCIEOUIE ON SnFit _ ---- II FOR BADE OANi CONCRETE 1/2'MIN. 904EDIAE ON SHEET r L - ©OR�OR(9ORO ON BEET 19 FOR ANCHOR O' 11 FOR BLADEmAND -� ------- ____ CONCRETE" �� EaA0F5me1 Q 1210.C-.� �• 9�mk a ! / v L_____ _ QR I 1 ANCHOR�__ O.C. r- 1/2'MN. ,�• J i I _1L�-R'1�`-_ _--may' -CORD/)OIRROOR ��� 1A� y . 2'MIN. - 2' MIN. EO • BLADE M®ONNSHOEIU 9 fOR 'Sw 5 OR PLA QUAIL X OR POURED CONCRETE OR ^O^©•O^©^�• �.®.©.gyp.®^ END INSTALLATION CONCRETE BLOCK WALL REQUIRED � ' -0^0.0"0'0^ ©•O•©�©•O•®^ (1 ; HV BLADE OR HV WINDOW BLADE INTO ��—®:®;®' ;®a ®'®"©'®^�'©' CONCRETE OR CONCRETE BLOCK WALL. . END CONNECTION DETAIL SONECT © ^� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. +11�� '•��VEPISF• '��= BERTHA VTM t ^y A S S A Accordion Shutter System . . 1 L ECO 1 w . . RV Rene#11 W/OR Wjb KV WNDOW M" American Shutter MAGt S sems ' +�•; '(.t6' - TILUT TESTING & ENGINEERING COMPANY Y REV. oEstRlPuoN DATEduwN BY: '•.•�' •.• �+` e»5 A.M.3Nn X.Ai.305. NA WR S.FU A 3318 AeeOC{at(On, Inc. L UD 15-OBS /27/1 nLTE: 07/27j17 • Ph-:(305)871-1530.Fox:(305)871-1531 4266 Westroads Drive 2 DRAWING No �+�'"'••••(. a .—mail:9h.«Ieool.o West Palm Beach, FL 33407 s ONAL F '•T,I' EB-0006719 4 17-107 •'+ !� IIALTER A TILUT 1,P.E. r-r +n''Ir//r/I•T• FLORIDA Lk.g 44167 E SHEET P.E. SEAL/SI�NATURE/DATE 6 10 OF 20 SCHEDULE 111 `;CH DULF S2 SCHEDULE N3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+• (MUM SHUTTER SPAN*"L+" INSTALLATION LEGEND (ft.). FOR INSTALLATIONS W/ SYMMETRIC& OR "L-- (ft.) FOR R -L (ft.) INSTALLATIONS C�IATES- ® A ® or or INSTALLATIONS W/ CONCRETE A WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK OG or ®or or do W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK Or 1&�or OR W/ NO LOCKING WAIL B. C, E. M, N. 0. P, 0. ASLO.DESIGN PRESSURE RATING. ® b ® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAO 28® 29 W/ ONE W/ NO LOCKING RODS ® ODS MOUNTING F. K L R, S. A V. I fl'T" LOCK 30 W/TWO LONG (SEE NOTES t.tt) RODS 35 TOP A BOTTOM EE (vAuO Fs�IfELiWjn�� FLOOR CEILING (2) PROCEDURE TO OETEWNNE MAXIMUM SPAN FOR CONCRETE&W000 / G, 1. I1, 1 T, U. W A X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CoNMEIINSfAlATIONS O CONCRETE MOUNTING A ws.D 0011a1 ,1sM DE a/ INSTALLATIONS w$.M DESM INSTAL AT1ONS GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING. pmsm WALL MOUNTING FLODR/CEIUNG PPGEMIPE WALL MOUNTINGFLDOR/tOLRRO ygJr,ONc 4i1 DETERMINE MAXIMUM SPAN"L+"FROM SCHEDULE. AA1Ns 0"KI W GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, ,pUM fa•N) r►'`rJ RR/CER OONG MCUM/ NG (—f) OR (.oR-) (+aA-) I+rm-) ILOON ALL MOUNTNC �Att DETERMINE MAXIMUM SPAN "L-•FROM SCHEDULE, l+ (11) l-11] L f (8) L-00 L f (4) L-(N L e (IQ l-(11) L1 MAXIMUM SHUTTER SPAN 'L+"OR "L FOR 30 OR LES 18'-0' 16'-0' 16'-0• 16'-0' 30 16'-D' 16'-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pat.A.S.D. DESIGN PRESSURE RATING, MINIMUMDETERMINED SPAN BETWEEN "L+'AND 'L- 35 14'-10" 14'-10' 15-2" 161-0' 35 14'-10. 14-10- 35 15'-2' 16•-101 40 13'-to' 13'-10• 14'-2" 15'-2" 40 13'-10• 13'-10" 40 14'-2' 15•-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3" 45 13'-1' 13•-1• 45 13'-4' 14'-3' t FIV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-B' 13•-7' s0 12'-S" 12'-5- 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COUNG MOUNTINGS: 55 11'-10- 11'-,0- 12•-1• 12'-,i- 55 11'_-lo' 11•-10- 55 17'-1• IT'-il' �L BE AS INDICATED ON MANDATORY CONDITION/2 FOR A GIVEN POSITIVE X.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-T 12'-4' 60 11'-4' 1P-4' 60 10'-2" 10'-I1' ATE/5,SHEET 5. RATING: 65 l/Y-10• 10'-to" IV-1, 1,'-/1" 85 10'-,0 10-10' 61 9'-s" 10'-1' DETERMINE: L++-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-8' 1D'-6' 10'-9' 11'-5" 70 10'-61 10•-6" 70 B'-9- 9-4• ♦y L2+- MAX. SPAN FOR f`DOR/CEILING MOUNTING 75 10•-1- 10'-1' lo,-4" 11'-1' J7510'-1' to'-I• 75 - 8'-9 N I EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 W-10" W-10• 10'-0' 10•-9• 9'-10' W-10• SPAN"L+'OR'L-'AND MAXIMUM AS.D.DLSING FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9' ' 9'-6' 9'-9" tO-5' 9'-8' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING:OR CONCRETE BLOCK SHALL 13E LIMITED AS FOLLOWS:90 9'-3' 9'-3' 9•-5' 10•-1" 9'-J' 9'-3• DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 6'-9' 9'-1" 9'-10• 9•-0' 8'-9" LIMITED TO +84.-72 p.s.f. AND 8--0" SPAN, SEE Ls-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' B'-4' 9'-0' 9'-7' 8'-9" 8'-4" MOUN7INC MOON SHEET 7. INSTALLATIONS. 105 W-7' r-11' B•-9" 9'-4" 8'-7' 7'-11'110 B'-4- 7'-7' 8'-7- 9'-2' 8'-4- 7'-r FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2" r-3' W-4" 6•-Ir lis 8'-2• 7•-3• SEPARATION TOG ULE MINIMUM BETWEEN 11+'. 'U+', 11-•AND l.t 120 B'-O" 6'-11- 8'-2' B•-9" 120 8'-0' 6'-11- (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-e' W-0" 8'-5' 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5- 7'-10- B'-1' 130 7'-8• 6•-s• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-T 6'-2' T-9- T-9• 135 7'-7- 6'-2' MINIMUM{ sPACINc. loo r-s' s-„” r-r r-6 14o r-s s-11• ASTM E-199 SEPARATION 145 7'-3' 5•-9" 7'-5- 7'-3- 145 7'-3' 5•-9• TO GLASS 150 T-2" 5'-7- 7'-4' 7'-0- 150 r-2' 5-7- 155 7'-0" 5'-5' 7'-Z' W-9- 155 7'-0" 5•-5• 1 THRU 3 1" 160 W-11' 5'-2' 7'-1• 6'-7' ISO 8'-11" 1--2- 165 6•-1a• S-i' 7•-0' 6-4 ' 165 6'-10• 5'-1' 170 6'-9" 4'-11' 6'-11" 170 '-9' 4'-11' 175 6'-7• 4'-9- W-9" 6'-0" 175 6'-r 4' 9" ISO 6•-6" 4'-8" W-6- 5-10" 1 6_6• 4'-8- .-B. 6'-5' 4'-8' 185 6'-5' 4'-6" 6-7' S 1 H V D E 190 6'-4• 4'-5' 6'-6' 1'-6' 190 6'-4' 4'-S' 195 6•-3" 4'-3" 6'-5" W-5" 195 6'-3• 4'-3' 200 4'-2' W-4' 5'-3' 200 6'-2' 4'-2" 205 6'-1' 4'-1" 6'-3" b'-1' 205 6'-1" 4N .,may. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 22017 TILTECO,INC02017 EASTERN METAL SUPPLY,INC.� ""•• �� . vCENsBERTHA HVTM F=iL ASS AM67,mc.\ , Accordion Shutter System KV. RADE/1 W/OR W/O H.V.WINDOW RADE American Shutter Systema N.N 11FSORII'110K wn DRAW,er.MLMY- G. O•l, a1S � T1LLIT TESTING i ENGINEERING COMPANY 9 ! ? y AA wss n. 3Mh x.Sw 30,vlla cwom.FLO a 3,1 Association, Inc. I OND 15-085 /27/1 AlDE: 07/T7/17 4A Pt—:(305)871-1530.F..:(306)871-1531 4268 Westroods Drive 1 DRAWING No (`S,S •.•,•.•••~��� R5 m Ea-o oe�a West Polm Beach, FL 33407 4 17-107 7_'07 :HALE+r,r WALTER A,,LUT 4,P.E. P.E. 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(Min.Fc J 10i) 8Aµ <Mr_.4ORq cpAa _ F12111 - 1/4"6 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.I'c-3 Lei) (}BASO OESW KrATME PRMW"10110 .OEM NDIARE PRf55UE 617PC CFSYIM RATIO - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min.T'c - 2 k9i) 30 40 W 75 BO 120 100 20.5 JO 40 W 75 80 120 1611 203 30 M 80 75 90 12D)QO 205 TAPCON OR - 1/4"0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON NTH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 110 1 9 14 12 10 1• 1 6 1 0 1 0 1 a 14 12 1101 9 8 L6 THRFADFORM TECHNOLOGY 14 12 10 9 8 0 6 6 14 12 10 0 e 0 8 6 U 12 10 0 ■ a a 6 (Min.re 3 k.,) ALL PONS SLID-SET OR LESS 14 12 IQ 9 8 e 6 B 14 12 10 9 a • 90 14 12 10 9 8 8 0 S BLUElAp W/OW NOTES: 14 12 10 9 0 0 0 7 11 12 10 • • 0 0 6 I4 12 10 0 8 8 6 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS ANC TAPPER♦ 14 It 10 9 6 1 33 33 14 12 101 9 0 1 6 6 14 12 t0 9 6 a 6 3 TAPPER+ ANCHORS 15 1 3/4 AND FOR BINE TM W/CAP ANCHORS IS I 1/2 4,-0. it 12 10 0 O 0 6 a 114 12 10 9 1 a 8 6 14 11 /0 0 0 e 0 8.3 14 12 10 0 9 a • 4 i4 12 f0 9 0 s e 4.8 14 11 10 0 0 6 { 33 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE. NO EMBEDMENT 1/ 32 10 9 B a 6 ILS 14 12 10 1 9 a AT 1 6 53 14 12 10 9 8 8 6 43 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 0 7.3 53 AS - 14 12 10 0 5 0 6 5 14 12 10 9 8 7 3 4 •6EE u4QAnoN6 OF Vsc FO7 EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 TO 0 6 0 6 6 14 12 10 9 a s 6 55 14 12 10 9 a 8 6 4,5 eL,Sox orl BMxT Is 14 12 10 9 0 7 4 - 14 11 TO 9 8 63 5 33 IL 12 10 8 SS S 35 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1/ I2 10 9 8 7.5 43 - 14 12 10 9 • a 6 43 14 12 10 9 8 IT 43 76 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOICATED ON 14 12 93 .5 0.b 43 - - 14 12 10 • 0 7.3111 / 11 12 10 9 0 6 {.S 75 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON V1NTL SIDING OR EIF5 WITH DR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0- 14 12 10 0 a a 9 - 14 12 10 9 e- a 6 8 11 12 10 9 8 03 3 3.3 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 0 A 5.5 ! - 14 12 10 0.5 7 53 4 3 14 12 a 63 33 4 3 - _4 12 10 9 a • - - I4 12 10 8 a •3 S 14 12 10 a3 a 0 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1L 12 0 63 SLS 3 - - /4 12 f0 9 8 43 ].S 14 IZ 10 0 7 3 J - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORMI TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDFX. 14 12 0 9 . a - - 14 1 10 9 0--7 . 4 11 12 10 9 77 SLS s 3 - 1/49 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. Y-0' - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 6 6.8 4 - - 14 2 9 7.5 6 4.5 33 - 14 7 53 A3 SS- - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY TARS FASTENERS, INC.,AND DISTRIBUTED By ALL POINTS SCREW/, BOLT&SPECIALTY 11 /2 10 0.5 7 4 - - la 12 10 0 73 { - t4 12 9 7 73 43 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. II 1 5.5145 - - 14 12 10 9 7.5 33 4 14 12 9 7 9 4.3 3 14 12 10 9 it 65 - - 14 12 10 9 5 0 4 - 14 11 10 9 63 b 3.4 - NOTES: 14 12 a.6 7 SLS 3 - - 14 12 8 63 55 • 3 - 23 113 6 5 ♦ 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND tAPCON 14 12 9.5 73 8 - 14 12 9.5 a 63 5 - - 14 12 6 0-6.8 6 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1 9.5 63 5 33 - - 14 12 10 8 63 S - 14. 12 1 db 8 4 1 12 10 9 8 - - - 14 12 10 9 73 .5 - - 14 12 LS 7.53 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'6 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 4 13 73 8 1 - - 14 11 7 S.5 3.S - - 11 9 33 4.5 SS - - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED. I/4'0-20 S.S.MACHINE SCREW USED SWILL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1, 12 a 63{3 - - 14 12 0.5 7 &5 { - - 14 0.5 7 53 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. IS OS 57 1 - 1 12 9 7 4 - 14 t 7 43 33 10•-0 14 /2 10 • 7¢. - - - 14 12 10 6 63 S - - 14 12 6 3 4 - - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.3 7 5 SLS - - 13 9.5 6.5 5 4 3 - 10 73 8 4 ! ANCHORS SHALL BE LONG ENOUGH TO REIGN THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1117-5 5.5 - - - - 14 13 9 6 5 ♦ - - 25 93 IT S { < - NOTES RI)&B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIOING OR DFS WITH OR WITHOUT METAL SCUDS CONSULT THIS ENGINEER 3 s 5 - 14 12 a 03 &5 < 13 10 63 5 4 3 _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - /1 12 9 7 6 {3 - - IL tOb 7 53 43 JO - TS 12 9 • 43 4 - 9 7 43 13 3 - (C) ANCHORS SHALL BE INSTATED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1{ f0 7 - - - - 14 03 7 53 4.7 - - - 1.5 8.5 SS L.5 7■ - - f3 7 441 - - 14 13 7A 0 5 - - 12 9 6 43 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1♦ -2-10 - - - - - 14 12 a 6.a S.5 - - - 17 10 a3 5 s - - - EDGE DISTANCE VERSUS C_pAC1NG 5 H D FOR ANCHORS• 12'-0' 13 a3 4.6 - - IT 8 S3 ♦ MAXIMUM ANCHOR SPACINGS ARE VALID FCR EDGE DISTANCES INDICATED BELOW FOR E D.LESS THAN THE W0ICATEU,REDUCE ANCHOR SPACING 33 f5 0 - - - - - 13 9.5 6.5 S 4 - - 03 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 0 63 - - /4 10.6 7 3.6 13 - 11 63 53 N 33 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH MCHOR TYPE. 14 12 - - - - - - l4 t3 7.5 6 S - - - 12 0 6 /.5 4 - - - FACTOR 0.5 0 - - - - - 10 73 S 4 3 - - - 7,8 63 4 3 - - - ACTUAL 23 8 _ _ _ _ _ _ 12 9 • 43 f - _ _ y5 7 s ♦ _ _ _ _ EOCE TAPCON TAPCON WITH ADVANCED AL POINT SOLID SET TAPPER + B 0 - - - - - - 1 93 as S - - - 0.5 73 5 , - - - - HV BLADE OR DICTANCE THREADFORM TECHNOLOGY 0111E TAP w/CAP MIN.SPACING 14 11 - - - - - - 14 03 7 53 - - - - 11 53 63 4.S - E.D. MIN.SPACING-3" MIN.SPACING=3' MIN.SPACING-3 1/2' MIN.SPACING+3• 3 3/4' ti 14'-0 10 73 - - - - - - • 7 1.5 33 - - - 7 5 33 3 - - - - V LADE W POURED CONCRETE& poM CONOR7E �gOpl PW CONCRETE& POURED CONCRETE&pq�CONCRETE ar TE aaoc CONCRETE BLOCK CONCRETE BLOCK CONCRETE BlOL1C t3 8 - 1- _ _ _ _ 11 0 SLS s3 - - - 0 6.5 u - - - - - WINDOW 194 ED..S MH EA•31/2-I U-BUD"' MN.E0.=31 MN E0.•Y VA FD.•!1/Y. E0..21/2' 3 - - - - - - - 12 9 6 - - - - - 93 7 43 - 3- t-0 Q90 1A 0.76 1A 0.84 1A ts_O 1{ _ _ _ - _ _ - 3310 63 - - - - - 03 e s - - - - - BLADE WORKING 21/2' oet to Oe7 la IT - - - - - - a 63 4 - - - - - 63 s 3 - _ _ _ _ IN UNISON 10 - - 0.5 5 S - - - _ 2- - 0.71 - -_ - 0$t 13 83 53 _ _ - _ _ 0 6.S 43 _ _ _ _ _ 1 3/4- - OAt _ _ _ 0.43 i, - - - - - - - u!3 6 7. 5 S 16•-0 a _ - a 6 4 - - 6 43 7 - 1 1 a e a - -.t- - r FLORIDA BUILDING CODE( on High efocity Hurricane one LII` 02017 TTLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. s A S S A Accordion Shutter System * yo. I L ECO 1 r9 KV BunE#1 W/BR W/t)KV.t NWN aiaE Q l� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema TE DRAWN BY: LC. ` O•• TA�aC :• , 63]5 H.W.36,1.51..$1A-"'S.V�WI fX .S.F LOA 331 Asaociaflon, Inc. 1 OLD 15-0a5 27/L DATE: 07/27/17 Phone (305)671-1530.Fox:(305)B71-1531 4268 Westroade Drive 2 :(Is'•., Q�19p1 II e- dl:th-oeo9- West Palm Beach, FL 33407 3 DRAWING No -I�/O•,q.�..�•N'(,\`V 111 w'TTR A.TLLIT J..P.E. 4 �7-107 P.E. 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DESIGN PRESSURE RATING (p.s.f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !�3u B :S3TF=:;�!ATE SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 0 E SPRUCE PINE U I SOUTHERN PINE No. 2 w/ MIN. C>a0.55, 1/2" MIN. COX 2%MIN. C-055, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DON. c 0.50 W/ W/ MIN. G=0.43 W NIH. Ga0.36 rxelA SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. O do R FLOOR WMOLUNTINGS M, N, 0 & R FLOOR WMOTUNITINGS M, N, O & R FLOOR M MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0, WALL MOUNTINGS B.O. WALL MOUNTINGS P & 0 S&V S$V S &V 690 6991E R K MIK.yq 9901 ROFE 161AH AM FPA 9391 WAK OWE Inc(Id) 00 ABJm RSH 6MC(pt1 gm 606E PBSR NOL M Ma WDW I619H OAC M on IMA pma Ns Ip) ®I OWN 1$7w sec M IEM IF m ma w UI 71m1 am..w.Atl1L P1I 30 40 60 75 90 OSI-L 60 75 90 0.5 30 40 60 75 90 05 30 40 80 75 90 05 30 40 BO 75 90 05 30 40 60 79 90 09 30 40 60 75 90­6130 40 fi0.75 90 05 30 40 60 76 90 05 b 40 60 75 90 05 •-O'OR 12 10. 10 9 8 B 6 6 6 8 12 10 1019 8 8 6 6 B 6 6 8 12 10 10 9 8 8 6 8 8 6 6 6 6 8 4 4 4 3 12 12 12 I2 12 IZ 12 72 12 l2 12 12 12 12 12 12 12 72 4'-0' 12 10 10 9 8 8 6 6 6 6 12 10 10 9 8 B 6 6 6 H 6 6 12 10 10 9 B 6 6 6 6 6 6 6 8 3 4 ! 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 56 8 P' 3.5 12 10 10 0 8 B B 8 B B 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. W-o' 12 10 10 9 8 S8 6 .S .5 12 10 10 9 8 5 6 6 8 5 3 .5 12 10 10 9 6 5 6 6 6 6 5 .5 6 5 4 4 3.51- 12 12 12 T2 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 Q5 4 6 .5 .5 4 12 10 10 9 5 3 6 6 5 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 .5 6 S 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0 12 12 12 05 85 7.5 B'-O 12 10 f0 7.S!.5 3 6 5 4 .5 12 10 10 6 .5 - 6 6 9 -5 5 3 12 t0 10 4 - - 6 6 5 .S 5 3 6 S 4 - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 IS 9 75 5 g•^p' 12 10 l0 6 35 - 3.5 .S 5 S 12 10 0 ♦ - - 6 6 YS 4 3 312 10 4 3 - - 6 8 45 4 3 3 6 S 3 - - 12 iZ /2 I2 12 0 12 12 12 1 95 8.5 12 12 10 6 .510'-0" 12 10 7 4 - - S 4 3 - 1211S. 8 3 - - 6 6 4 .5 3 - 12 10 3 - - 6 B / 5 3 - 6 5 - 72 12 12 12 I. 9.5112 12 72 0. 8.5 S 12 12 9 7 6 3 11'-0" 12 10 3.5 - - - 5 6 4.51- - - 12 10 4.5- - - 6 3 J5- - 12 ID - - 6 5 4 - - 6 S - - - - 12 12 ML215 12 12 12 9.5 8 7 12 12 8 S 5 4.12'-0' 12 IO 4 - 6 6 4 - - 12 10 - - - 6 5 3.S- - 12 10 - - - - 6 S 3.5- - - 5 5 - - - 12 12 12 12 11Q9 7 I 12 1. 7,5 6 S 4 lY-0 12 10 - - - - 6 6 12 10 - - - - 6 4.5 - - 12 .5 - - - - 6 4.5 - - 6 .5 - - - - 12 12 5 12 12 f0 8 355 12 0.5 7 .5 4.5 4 0" t2 10 - - - 6 - - - - 12 7 - - - - .S .S - - - - 12 - - S - - - - 6 3 12 12 12 12 9.5 7.5 6 1.5 f2 9.5 .5 5 4 3 12 - - - 6 - - - - - 12 - - - - - 3 - - 12 - - - S - - - - B - - - - - 12 12 12 12 85 7 6 4 12 0 B 5 4- - - - - - 1 - - 5 - - - B - - - - - 1? 12 12 12 5 nl HV BLADE OR HV BLADE W/ HV WINDOW BLADE_ WORKING IN UNISON* 4 SEE U 7w,OF u5E fIXi RARE g ON SHEET 1 N -t• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i 1.ANCHORS TO WILL.BOOR OR SOLID W000 SOFFITSHALL BE As FOLLOWS. 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOVMERN PINE No.2 W/G-O55(N.D.S) 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I W. BUIL EX W/WNIMUM EMBEDMENT AS INDICA M AT -DOUGLAS FAR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16 4 17. -SPRUCE PINE FIR NORM W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER IAOUNRNG ME U,SHEET 17 AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2019 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIAIENMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non High Velocity Hurricane tone I02317 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC . 1 : uCENS" , BERTM HVT. ' A S S A Accordion Shutter System *: j VL ECO 1 N C. . . . . H.V. BLADE/11 W/OR W/O H.V.WAtDOW BLADE f * American Shutter Systems .N oEdCA1P11011 DATE DRAWS BW: L.C.TILLIT TESTING & ENGINEERING COMPANY 55 6333 N.W.JON.St.,51•. MRCINM C(30).1-153 SJI Amoolaflon Inc. I OLD 15.-08s 7/27/1DATE, 07/27/17 }p -� t4 PhoAe (305)871-1530.Foe:(305)871-1531 4268 WE9tfppd8 Drive 2 ESOT"'•......;e;.�•=y(V �+ 15� •-m•�:lu«oeea.w West Palm Beach, FL 33407 s DRAWING No 7 -VV/�TiAIL 4" ��I111 WALTER AEB-0TOU19r.P.E. ! �'-' O/ P.E. SE11Lj5f0NA<4E/DATE FLORIDA Lk.!44167 s SHEET OF 6 I i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORS HV & I& HV* B ADES AS APPLICABLE SHUTTER N + — INSTALLATIONS INTO WOOD WITH ONLY HALL `WALL " BE LIMITEDN PRESSURE RATING. SEE SHEET 19 FORSPAN & 1/4-0 TAPCON OR ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE t WORKING IN UNISON 1 ?< T=1. APCON WITH ADVANCED TMRFADFOR.TECHNOLOGY - 1/40 TAPCON OR j W 1 1 Y Mln.PENETRATION ` j APCOT4 WITH ADVA14CEO THREAOFORM TECHNOLOGY — f.. I I 1 OK THRD ED MEA TO i J� rW/ 1 t/2'uln.PENETRATION OF THREADED AREA TO EXISTING T ' •I _ ADM EXISTWJG WOOD HEADER. I" WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I:. TO SEFYJ am(SEE I I 1 OR (SEE SCHEDULE ON SHEET 15) I; •, r�'.t f i• l 1/4'0-20.7/4'S.S.MACHINE IEOIAE ON SHEET .1 _ { 1 I ��Op� SCREWS W/ 1/4-20 NUTS 11 FDR BIDE MAH) �,1(y� ` i `, ��l�. 0 12.O.c { ON 4EFr la FOR 1 i' `" ® 1 i t Min. EXISTING I BAMS(D&9 ' O W GIfSS--{ i � r. It• ( WALL �• i L nwSH7 • i 1 ; l�J � •,I�sl -Iq 6—av11aNAL E7161WG MIN. FINISH ( 244'WODO ' /—` EXISTWC MRI. + IEAEF7{REQUIRED OR 1!T i 2"r4'W000 ' a_ ' 1 f y rAPCON OR TAPCON WITH ADVANCED EXISTING t I HEADER REQUIRED A , IT I�. THRFAOFORM TECHNOLOGY LOl�rARATION I I I { 1 i ` ! 11 ; i / CLASS--j TO CLAS(SEE p I I 4.1 i.r = Min.PENETRATION OF THREADED AREA TO ON SHEETMIN. SEPARATION TO GLASS OfISTWG WOOD HEADER. -"- 11 FOR m ate' ' —(SEE SCHEDULE ON SHEET Ii)` (SEE SCHEDULE ON SHEET 15) ON SHE 19 FOR •. 2•.4'CONT. SILL PLATE REO'D. ON HV WALL HEADER INSTALLATION �HV WALL SILL INSTA LLIV OM HV WALL HEADER INSTALLATION I EXISTING IW.9E7..TO GLASS L MIN.SEPARATION TO GLASS ) CLASS—, ii t �Oy�D ~— SEE 9GEDULE ON SHEET fl) EXISTING o (SEE SEPARATION ON SH_E7 11 1— MIN.SEPARATION TO CLASS �I I OIASY W000 PLATETE�(SEE SCHEDULE ON SHEET 11) IS� W O•D. Y 1/4"r-20><3 4-S.S. CkEVS 1 a.�� IMCHINE SCREWS W/_ ( I USING D.C. 0 NUTS I I WALL Y ( •'�, �+ I1/4"-20 NUTS O 12 ; ` O 12�O.C. �'�':fi:.J•i'�,A,/� 12- FINISH 1' - f( O.C. i'I ( •. -(7//�) COM. 1 OR WOOD E G { t I vrr REO'D. 11 . 1'Mm. 1/4'0 TAPCON OR TAPCON WITH ADVANCED 11 I; 5 THREADFORM TECHNOLOCf W/1 1/2' 1 1 I 1 2X4 CONT. I; Min. PENETRATION OF THREADED AREA TO {, t t -1/4'0 TAPCON OR TAPCON WITH ADVANCED I ( I, I i STLL PLATE EXISTING WOOD HEADER. ON i 1 TH.READFORM TECHNOLOGY W/ 1/2' s--- i 1/4'0 7APCON OR ffi1TE: iLEO'D. I MIn.PENETRATION Of THREADED AREA INTO PLYWOOD \ TAPCON WT(M ADVANCED 1-SEE SHEET 4 FOR TYPICAL — (SEE SCHEDULE ON SHEET 15) - -- (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'W4' //T u+A, \ THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. 'IF WALL FINISH 11 v STUDS O 16'O.C.MAX�PLYM000 RE: THREADED W/ 1/2'Min.PENETRATION OF 2-UOUMIHG SECTIONS CAN DE —I/2'MIN. COX PLYWOOD REQ•O. E: THREADED MEA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D. PLYWOOD TO DE (SEE SCHEDULE ON SHEET 15) sLur Am INSTALLATION. ®HV WALL SILL INSTALLATION ,L'EXISTING MIN 2'.4'STUDS O i6'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2708 OF THE r,R.a. SECTION 23(16 OF THE ©HV WALL SILL INSTALLATION SEE U�AIONS OF U ai �HV WALL SILL INSj�j$jION Fs.c. R`A°E' DM 51�T FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 'tlP' `�tT! 02012 rnTEco.INC. 02017 EASTERN METAL SUPPLY, INC. tfP'VCEAi ✓: TM /TILIEC:O I N c. A.S.S■A. KV Accord jo�n S�h�utttr SyeStem AIDE S y American Shutter Systema OAn DIVION ITT. L.C. -c� 9 TILLIT TESTING k ENGINEERING COMPANY 9•T.. Til 8355 N.W.]M,i.St..5[..JOS,InRmrM G�AOF.NS.RCI.ROA­66Association, Inc. L ow {5-oa5 7/27/1 DATE: 07/27/17 �r(Z. Ppm•:(05)877-ISJO.Ea.:(J05�71-1531 4268 Westroads Drive z /tl • w:ull c.0".— West Palm Beach, FL 33407 j DRAWING No 111 ED-0006710 4 17-107 ;X0 ° SXILL WALTER A.TIIDT J,P.E. P.Ew� /DATE FLORIDA U,.!44167 s SHEET 020 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR - HV & I& HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1) ONLY SHALL LIMITED TO s . S.D. IGN PRESSURE RAI S 1 MAX WALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (I)& WORKING IN UNISON 1/4'a TAPCON OR 'A o EQ--T YAPCOH WITH ADVANCED 4 s8"(N,n.) EXISTING -- _�-,[�- 1 CE( APPLICABLE THREADFORM TECHNOLOGY WOOD BEM)REQUIRED. +; �� �m If ) 1 vl/ t 1/2 Nin.PENETRATION STRUCfURAE AOEOLNCI• / 1/4"0-20.3/4•S.S. OF EXISTING WOOD BENZ / OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WORD HEADER. Mm MACHINE SCREWS REGISTERED ENGINEER OR'"'� J _ _ E%ISIWG W000 \ N I (SEE SCHEDULE ON SHEET 15) I W/ 1/4.-20 NUTS ARCHITECT PRIOR TO -- TRUSSESOR / 1/2 r ) -- 19 - 0 O 12"O.C. SHUTTER INSTALR TION. J7 ' / ! r' ' T 2" ' RAFTER O 24" I i I---' O.C.REOUIREO ! 4' 0 TAPCON OR 1 TAPCON WITH OADVANCED ' —_ Ew KG SOFFIT f .257' THREMFORM TECHNOLOGY i " 3/4'Mo:.THK. ( rrI 7 /. Mox. W/ 1 I/2"Min.PENETRATION r IMS/4• -EO EO i a'ri'.1/8•CONT.ALUM.TUBE 4 OF THREADER AREA TO ,yy (8063-T6 ALLOY)W/ EXISIING WOOD HEADER. -0 LAG 1 I (SEE SCHEDULE ON SHEET 15) O Y 0.C. ( t or© or© (EAACH 16RAFTER OR TRUSS or or LOCATE LIG SCREWS AT i EXISTING WOOD i 1 % AMGB R,(TH 2'tin.NOMINAL IXISTING MIN 2'x4• 1 OPEN HOLE AT EACH--/ WIDTH W 2•Min. EXGLASS I HEADER REO'D ) / GLASS F� MIN. SEPARATION TO CUSS STTO T PENETRATION OF THREADED I (SEE SCHEDULE ON SHEET /1 EXGLASS STUDACCEP GLASS-- 5/18LAG SCREW � AREA VALlD FOR AT CENTER OF TUBE. INSTMAX.A.S.D. 5 WITHS"LOAD I ux 3orRAraN I MAX. S.D.DESIGN LOAD AND ®HV WALL HEADER INSTALLATION O�s(SI IX�---I M�(SM NSTAL.AATiON SPAN.NLY THIS , Q 'D iO OR 'i I u9/w0E9� FOR WOOD W/MIN. SPECIFIC an S1fET to IaR ..f�w•n� GRAVITY OF 0.50 AS DOUGLAS BN16 QI♦•® ' G1 518ET It a 101 1-SfE SHEET 4 FOR TYPICAL SHUriER A;SF) v /\ -' NU06 DJf® 1 OR(W FIR EO SOUTHERN PINE No.1 N Ala WAY TO SUIT AMCAN'INSTAL`°'"KR`D I.�HV CEILING _INSTALLATION U T DR EOIIAL. r I Mil aTIAAiKH , TO CLASS CrE 1 OR 1�1 I 1 MIN. 1 I MIN.SEPARATION TO GLASS 1 gAsllfowz 0..SKEET SEPARATION ! I (SEE SCHEDULE ON SHEET 11) I W PfEE 19 FLT — TO GLASS ! 1 1 ! CLA56 9NJ60,A, (SEE SHEET IISCHEDULE , EXISTING 1 \I I ION sHEEr 11) I I GLASS 1 ! I I P ALTERNATE I J a Mi f9 51� I ;LOCATION 3/s uw. EXISIMC 1 4' O• /10.3/4 HEX 1 I ) 2.6'NTN. T Mc. 6 7 3/e uIH. WASHER HEAD 7EK cc I DECK REIN RED 2'.6'MW. WOOD SCREWS O 12`o< (NO FINISH DCCK REOUIRED(NO ALLOWED) h FINISH ALLOWED) _EDGE _ .9 EDGE OF OF EDGE Of DECK If APPLICABLE ^� _ DECK APPLICABLE `r_� ----�' O APPLICABLE 20.3/4'S.S. 1/4-4 TAPCON OR 1•—`PHLLllPS TRUSS NFAD 2' / till TAPCON WITH ADVANCED Mil MACMNE SCREWS -- -� 11/4'0 TAPCON OR TAPCON WITH ADVANCED 2'x4'CONL It iHREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1 <'0 TAPCON OR TAPCON W1. �2.- THRFADFORM TECHNOLOGY W/1 1/2'16W. - i .561.PlATE \ / �I ADVANCER TFiREAOFORM- ►811. PENETRATION OF THRJIOEO W/ 1 1/T"Min.PENETRATION O 12'O.C. TECHNOLOGY W/ 1 1/2-Min.PENETRArON OF THREADED \ OF THREADED AREA TO / AREA TO EXISTNG WOOD HEADER.(SEE EXISTNG WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE W SHEET 15) r (SEE SCHEDULE ON SHEET 15) ♦ SEE uMIT a usE FDR HV WALK—OVER INSTALLATION I V:HV WALL SILL iNSTAU ATION B / 19 O HV FLOOR INST L(LLATION FIp{�pA BUILDING CODE Non High Velocity Hurricane Zone ii111 _.••'"' /VF.r. 02017TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. A1C ENS' . y�_4 BEWMA V TM ' 31 L E C O N A.S.�'■A. Accordion Shutter System H.V.BLADE NF1 W/OR W/b H.V. W NDW BADE American Shutter Systems ft% TILLIT TESTING & ENGINEERING COMPANY N DEscRllmox DAtt lXaewN BY: I.C. •�•'� 0.155 R.W.55t5.5L.x•.305,vIFOWA CMO.1lS.RDRIW 33,6 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/17 17 PPone (305)871-1530.Fa.:(305)871-1531 42E8 Westroods Drive a DRAWING No V It •-moil:Ia1.4o0•o'.�•m West Palm Beach, FL 33407 3 7 ••�S�ONAL x 1'1 WALTER -00016i'9r.P.E. { �_10" FLORIDA Ui.6 44167SHEET P.E. SEQS'IGMATURE/DATE17 OF 20