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HomeMy WebLinkAboutProduct Approval !Business & Professional Regulafion BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search User Opre USER:Pub iApproval RECEIVED Product Approval Menu>Product or Apolication Search>Application Lis t>Application Detail a r'• FL# FL389-R9 AUG 66 2018 Application Type Revision Code Version 2017 ST. LUCIe County, Permitting Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley WM { Irodriguez@easte al o E 4 C;Op 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 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 12/31/2018 Validated By John Henry Kampmann Jr. F/I Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 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 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'=11"for Created by Independent Third Party:Yes 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(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. A.S.D.load for HV blade for Keystone mountings 7-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Neut Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL-NaTM 1,BERTHA H.V.ACCORDION$HUM SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENf P.E.D.)WAS BEEN VERIFIED FOR COUPUA14CE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA WILDING CODE,THIS ACCORDION SHUNTER SYSTEM SHALL NOT BE INSTALLED AT HIGH HURRICANE ZONES, DESIGN WIND INSTALLED LOAN WITH ASOWECTIONAUTY FBE ACTOR d 0.95AS PER EUSNG ASCE 7^0 ANDHAD:NOT EXCEED THE UA)UON 1620 OF THE ABOVE MENTIONED CODE,FOR A MUMVIND SPCCD(&S.D.)OESICNOUIRW BY THE JURISDICTION PRESSURE RATINGS DNBICATEDWH�SHUTTER�� TABLE. 0�Cd�,J'EtJTS Off SHEETS 1 f THRU 15, 19&20. N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN MANO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AiS4.DESIGN WIND LOADS AREA_._1:._HV_GLADES Cf)& 1% BY MULTIPLYING THEM BY 0.0 N ORDERTO COMPARe THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 iN ORDER TO VERIFY THAT COMP0104S AND AIXHORS ON THIS P.E.D.,AS TCSTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WND LOADS WAS SM USED N THEIR SYSTEM COMPONENTS 1-20 SWEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.00 WAS USED FOR VERIFICATION DF FASTENERS N WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA WV.ACCORDION SHUTTER SniT£M'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONEO CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS; TYPICAL WINDOW BLADE&WINDOW DETAIL -HV OWE(D 102141M-03,10715.01-03,#1004.01-05,11214,01-05.10317.02-06,#0009,01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 ANO TAS-203 PROTOCOLS AND ASTM C-1886 AREA„2:_W-BLADE M AND By WINDOW-B ADE 6'74 AND E-I990 STANDARDS(MISSILE LETA:1,%WIND ZONES.1,2&3)&1122041-10 AS PER TAS 201.203&203 PROTONS DIRGE MISSILE (WERE-APPLICAOLE) -HV WINDOW BLADE®10505.01-08 AS PER ASTM£-1880 AND E-1996(UISSILC LEM D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-80 AS PER TAS 202 PROTOCOL TYPICAL SHUNTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLACK SHEET 6 2.W BLADE AND W WINDOW/UMC LID ARE ENGINEERED TO WORK IN UNISON 1WTH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE NLYCATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SWEET 7 3.BERTHA N.V.ACCORDION PINS W SCREWS),USED AT OWES KNUCKLE AND FOR DIRECT NOUN!COttNECTION TO TRACKS SHALL BE f14xZ.75•AND#14x1.75'RESPECTIVELY, 410-HF MINIMUM SERIES CENTERUATE HV SHEET STAINLESS STEEL SCREWS WON 135.0 kil YIELD STRENGTH AND 180 kat TENSILE StRENIM.PINS SHALL BE COATED WITH BCRTII+a W OACROSHICLO COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNAIERNATINO DETAIS f1V SHEET 9 9 COATING APPLICATORS,REGISTERED VNBH AMERICAN SHUTTER SYSTEUS ASSOGATICIt.PINS MUST BEAR THE HV MARKNO ON THEIR HEW, 4,ALL ALUMINUM EKFRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 0003-T6 ALLOT IS 30.0 kei AND 35.7 ksl FOR END MAXIMUM SPAN SPAlN CONNECTION DETAILS 1^0,COt1CRET£/BLOCK SHEET 10 TABLES SHEET !i 8005-T0 ALLOY, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO Be STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER oIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SNAIL COMPLY W/FLOROA BUILDING CODE SECTION 2411,3,3.4, ANCHOR SCHCDUL£- CONCRETE& BLOCK SHEET 14 0.BOLTS TO BE ASTU A-307 GALVANIZED STEEL OR ASt 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MNIUUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING$HEFTS FOR ANCHOR SPECIFICATIONS;W BLADE 0: t2,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET IS HV GLACE Q&9WORKING IN UNt50Fl: 12, TS&15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-112&X,WOOD SWEET S8 &THIS BERTWA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S,PATENT 16'779,582.COMPONENTS Or THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,178 ISSUED TO EASTERN META.SUPPLY,INC. O�_EO 9,IT SNALL Be THE ALL SHUTTER COMPONENT EDGES EDGES OF THE ECOUTRAOTOR TO VERIFY REMA�N,THRU FASTENING IN�CONTINUOOUUSS CSS O 7TACT WITH BUILDING T PRO EVENNTTHE SMUCTUTIE WHERE SHUTTER IS TO BE WINDIRNNININTRUS OY.ED TO SURE PROPER ANCHORAGE,CON1TUiCTOfl TO SEA/CAULK 8i3F�1 3: HV WIND W B AD 1i1?A N-Y TYPICAL SHUTTER ELEVATION SHEER 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.W AND HD AREA 4: HV WINDOy�BLADE_C17ONLY CFNTERMATES AND ENGAGE OR LOCK ALL W Alto ND LOCKS, 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COOS.014E LABEL SHALL BE INSTALLATION DETAILS, MCTAL STUD WALLS SHEET 20 PLACED FOR EVERY OP01I1146.LASERING TO COMPLY WITH SECTION 11709.9.2 OF THE FLORIDA BUILDING COOS. 12, BERTHA H.V.ACCORDION SHUTTER SYSTEM'S JN5IALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED,PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE rROM THE P.E.O. _ (b)CONTRACTOR TO BE RMPoN"SIM FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED.,PROVIDED HE/SHE ODES NOT DLYIATE FROM r THIS DRAWING SHALL ONLY BE USED TO THC CONDITIONS MAULED ON THIS DOCUMQlT.CONSTRUCTION SAFETY AT SITE HS THE CONTRACTOR'S RESPONSTBIfi: OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.MLU.Be CONSIDERED INVALID IF ALTERED BY ANY MEANS. d SITE SPECIFIC PROJECTS 594U BE PREPARED BY A FLORIDA REGISTERED Ef4GINCER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE NSISLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PZ-0-EHDNEER SNAIL SU9UR HTO THIS LATTER THE SIE SPECIFIC CRAWINGS FOR REVIEW. (a)ORIGINAL PLD,SHALL BEAR THE DATE AtD ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENCINEER OF RECORD 714AT PREPARED 1r. FAAAA �►.� FLORIDA BUILDING CODE Non High VQlocity Hurricane Zone 02017 TILTECO,IRC, 182017 EASTERN KETAL SUPPLY,INC. 1 BERTHA HVTM a, A A Accordion Shutter System _IV,Opf f I M g C 8 I N ti. ■ ■ ■ ■ H V. MAX#1 W/OR W/O TLV.WINDOW 81110E +Sl f/1b� TILUT TESTING& ENGINEERING COMPANY American buffer Systems ev,N DtSCRPTION DATE 0R+wl Bn L.c y •': BTAALLCC :' aa° aw aw.aau.s;„St..3x5,V=1104 otRnDn.FLOaa ss;a AS90CtQt10q: Inc. 1 OLD 15-085 7/2711 OATt 07/27/17 (305)871-1530,Fa.:(sos)671-+3s+ 4268 Westroods Drive 2 DRAWING No ............ d e-mon:UIe-*Qwl,oam West Palm Beach, FL 33407 3 Fy E t, .s \". ,•..,,5 i+� ii1 ED-0=719 4 17-107 iSi 117 WALTER A TUAF Jr.P.E. FIL, -C / SjQNAL'L , FLORIDA LI:.IF 44167 S SHEET p. .� PRt/L5itaAYuREJDATE 6 1 OF 20 VARIES 04 4* ti .04 4.371. 5 HV 90 �AM UNIVERSAL el^A TUM QUALIFIED f-OR USE W1 QUALIFIED FOR USE V11 W BLADI50 Uy DIRECT MOUNT W BLADE�9 COVERED 458179 a (a) 6063-T6 ALLOY AND TEMPER Q) HV_WINDQW PLAD 6005-T5 ALLOY AND TEMPER OUAUFIED FOR U�E WtHV 373:. 6063-T BLADE #SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 0 AW TEMPER 6063-T6 ALLOY AND TEMPER & 1 N2 842 9 92* 4,430': 12 HV ADJ. ADAPT .920 2r QUALIFIED FOR U V11 W V WALK-OVER 55* • _ADJ. BLADE(1) OUAUFIED FOR w 9K 3,7w ELOWIR TRACK 6063-11; ALLOY AND TEMPER BLADE OUAUFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AY TEMPER SLADE 0 ONLY, ! HV RAINGUARD BL40EAIY 6063-T6 ALLOY AND TEMPER QUAUFIED FOR U0E W1 HV 6063-T6 ALLOY f 0 TEMPER VA�10 1,936, BLADE%it I VARIES 1.0w 6063-T6 ALLOY A 0 TEMPER g17* 083, AM qg MCI 670 670 3mo, n1l HV CEILING,-HEADE HV HEADER/SILO HD -CIZILING HE DER/M X 410' Zit 14114 OMFIED FOR USE W1 HV SLADE ONLY OUA112E. FOR USE WI( 14V SLADE ONLY QUALIFIED FOR USE VI/ W BLADE(D lILL-READ"L 6063-T6 / w SEE SECTIONS FOR VALIDIVI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER x Y I COUPONENT A a TI Egi FT" .IFY-1 2' 2' OA25* I I- I I- L0,002,1 0 2' S'MAX. 1/6* 1/8* 3. 1 1- 0.090. r......... @ 21 51 MAX. 0.192* 0,192' 2,5�(QE ANGLES ' 7*MAX. 0.190" 0.190* QUALIFIED FOR U E W1 W ALUMINOM-ANGLES- 0 '@AURED�FOR UWE V1 KV BLADE I QUALIFIED F05,USE V// w BLADE 1 0063-T6 I— TEMPER BLADE Ut ONLY. 2' 5*VAX. 0.139' 0.131* 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER '0"90* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ,,#I" 1EVIL& TZ 02017 TfLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ............ /p. 13-ERTHA HVTm Accordion Shutter System /7�ECOiNc, A.S.SwAIIIIII - KV. BLADE#11 W1 OR W10 KV.WINDOW RADE American Shutter Systems ICV.No DESCRIPTIO DATC DRAWN 8Y.' LC. f TICCIT 07/27/1-1-- Association, Inc. I OLD 15-085 TESTING & ENGINEERING COMPANY HLY2 B2 TE ftofte 1(105 DRAWING No 'M?1;I53o F.,1 4 Wes roads Drive 2 E:ot..0-te— West Palm Beach. FL 33407 3 00081119 17-107 TWT jr,RE. 4 % QRfD 6i WALTER A. fLCRiDA U�1 44107 SHEET P.. E DATE 0 2 0F 20 4i A. • 1 4,-20x1/- 1. 20 Ole CAST 4" T H+}D IaQTA3EP H0USM10 G14NCt 6.5+0.9, B(JcEP PArPED8m K . (3 XEO�ANMEDCL r • t - 1 TUR11 : .062' 4t, 1,325" .s'1' • .316' /A' Y 4 PRASS CYUNDrR ORw OI'I.ttaOEa !eq d . .� &KOS(CHROVC (CHROuE KATO) 21 HV CENTERMATEi 3 r = a aLATCO) QUALIFIED OR USE W/ HV BLADE(1 & to ONLY '< F A ° -HV CK Ily—w t:SS LOCK 6083-t6 ALLOY AT4p TEMPER OU ED FOR USE W/NV BLADE t & to ONLY q 82' QUALIFIED FOR SE W/ iP✓ QUALIFIED FOR USE Wf NV 6063-T6 ALLOY AND TEMPER 0 BLADE & A ONLY. BLADE 1Q d(�ONLY. T" 74" 04LIFIED FOR USE W/ HV BLADE I ONLY -j—2-0'0,0, t6" St8,^ 6063-T6 ALLOY AND TEMPER PLASTIC HERO Nr MOLOCD TO `m x' SCREW n 7• t 3 .82' .360'AFTER RIVETING �� X, ' N ,� �8. • 1� 1/4"0-20 X 3/4' @EFORE RIVETING � rT ^ �,S•_THUUBSC FW., ,oSERI 9{{f ALUM7tUM(x824-73 ALIO'()W26E FLANBE tesla f 7.700 ^fi'r�, pq� SHEEP NUTSM.PART e 0020,AS IANtUFACTURED BY AVM PU11 H TaOFR EIEVATiCN V V " " LOCK N OWQRY TTXTOP.N.PARSIPPOW.NEW JER.EY 070044 OR COUAL. �ryy� LOCKER FOR,"a"" LOCK Ce. TEN RMATE QUAUFIED FOR Use W/ HV BLADE t ONLY 2(S ,HV EEM ALE"T" OC CENTE'RMATE HV „ „'�LO�K ® OCK :J 6063-16 ALLOY AND TEMPER OUAUFIED FOR USE OVALIFIED FOP, USE W HV QUALIFIED FOR USE W/HV SLADE 1DONLY QUALIFIED FOR USE W/ HV BLADE EP W/HV BLADE GJ ONLY, BLADE V ONLY, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 6' 3.161 i THUMBTURN CYLINDER Of? .063• .214' .003 .062" Id _ KEY CYLINDER .BAs' � 0.875'Lrn. ,i1A. $ - •i`7i� 1 .'25`MOx, 31HD CET 0 OQ A C 4 6 �e0 0 nfq OUALIFIED FOR USE W/ HV SLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 dt 1A , 6063-T6 ALLOY AND.TEMPER - SINSERT • VARIES 12'MIN. 6063-T6 ALLOY AND TEMPER DUAUFIED FOR USE W/HV BLADE 1 & ENJ 1l JA s!4'a 20 ss.oa 3Ja q-16 t 6063-T6 ALLAY AND TEMPER ��nNuxtcltefls. t f/2• 11 THUMBIURN (SEE aTAQB) UO L ORUKf:Y �OCKING�R ^'��*Is• N. � +s ;q cruNDER 1,76'M9*. OD A � � _ t/4"a }IQ LOCK 315b QUALIFIED FOR USE W/ HV BLACE[U �� N 4" 20 AISI 304 BY RECENT HARDWARE L0Cff5 SERIES 2333 HOOK @pLT LOCK � 6063-T6 ALLOY AND TEMPER 'K.:/ w '14ETA � QUALIFIED FOR USE WO HV BLADE 1 E( A Q t.5A INSTALLATION WILL REQUIRE A 7/16- HOLE THU�C_REWS R_ IES S,$. THUM13SCR ( 0 DTT�lILLED AT TRACKS FOR PROPER EMBEDMENT OVAUFIEO FOR ,}+ HV BLADE 7Q QUALIFIED FOR USE Y!/ HV SLADEt(Q FLORIDA BUILDI CODE{Mon High Velocity Hurricane Zona' I1t11)I ��A.•r�(�� 42017 TILTECO,INC. 012017 EASTERN METAL SUPPLY,INC, ►�t ;CEN I..,....... 13ERT IL HVTm Accordion Shutter System .BLADE#i.W/OR W/O H.V.WHIM ,ADE ? fl d" I' ,r 7 AIt ■ ■ ■ H.VAmerican Shutter Systems EY,a BESCRIPN6N OATS OPAWIJ ft LC. 7� t TILUT TESTINO & ENGINEERING COMPANY Association, Inc. 1 OLD 15-OSS /27/1047- p7rx7f17 • "� 1 7 bS53 hon 36( R..71 :.5,t,IaL C.+.R)')8 fLOMA 3316 )(•✓�...— ^: \ ON. :(385)67+-1530,rb+:($05)071-1331 4268 W06trO0d0 Drive 2 �� a-.64,R(occowl Cm DRAWING No ZORIO .a4+ttt E6-0888719 West Palm BOOCh, FL 33407 3 17-107 v ••••••• it WALTER A.TIWT Jr.P.E. I lJ P.E SE�°i t6 A�R!'jOATE FLORIDA Um a 44167 6 SHEET P 3 OF 20 • *NOTES MAY LOCKS AND CENTE_MA ES: • e e o * T u �55_� 1. u�NDATORY CONDITION It:ONE HV LOCK 0 or 8 SHALL BE.USED AT 1/2 OF SHUTTER.SPAN FOR ANY SPAN g''e?""1� OR 12'ABOVE ORB qtY 2 OF SHUTTER SPAY OR SPANS UP TO 109.AND FOR INST TIONS i ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR GENTERMATES V!/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHLHTE EL IA/T'6 NDjIIOH L'IF DESIRED,FOR BEITER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO 1N LOCKS 2 OR qq AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES(81 Oft SHALL BE AS INDICATED ON NOTE(1)ASOM —71 LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, Nv0 3. Q�bN•L CONDITION /$(VAI ID ON �FM&NDATORY CONDITION/1 OR T IMITEII A ANDMORY CONDITION N - 19 Ig LISM W/-BW-H.V_ LDf1t5Tc LOCKING RADS�g ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° < 8 tM(iQ tst 4 - BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE ro MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ua ATORY +>NORION :ONE HV LOCK @ S�BE USED AT CORNER CEMERMATES FOR ANY SPAN �-I AND INSTALLATIONS AT ANY ELEVATION.HV L0 or SHALL RE USED A5 AN OUTSIDE OR INSIDE LOCK, d ATTACHED TO 10 CORNER CENTERMATE W/(2) 1/ d-20;,1/r LONG FUST HEAD S.S, M.S.TWO LOCKING RODS 6� [' Ngce N,v AMA)aMUM SBOTTOM UTTER SPANK SHALL HALL BE DETERME USED. INEDASPCER SCHEDULES BE SHOWN INDICATED TYPICAL 1a SHUTTER ELEVATION, �J1I b b� c#� s. Q�( t ONE ALTERNATE HV LOCK MAY BE USED IN ULU OF HV LOCK or FOR ANY SPAN AND ""lllllllFFF..-.--'—___llllll 0 >r INST LATIgNS AT ANY ELEVATION,AL ERNA LOCK MAY BE USED AS AN INSID OR OUTSIDE LOCK,ATTACHMENT g of 1/410-200/4"S,S,THUMBSCREW TO V OR CENTERMATES SHALL BE MADE V// 1/4'd-20x3/4"ALUM, Ngo-sem g I RNNUT AS SHOWN ON SECTION FIVE, SHEET S. ON LOCK SHALL BE USED AT 1/2 CF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 8. MANDATORY CONDITION /3 FOR KEYSTONE MOUNDNO INST IJATlONC: ONE HV LOCK 0 or @ or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE CR BELOW 1l2 OF SHUTTER SPAN FOR SPANS UP TO B8'.AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK @ or 0 or gj MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 23 or @ SYMMETRICAL CENTDTMATES V//'(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS @ W/ CONNECitON OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. 0"VS ON o r c N I a x N P 0 ° v w x $8 TTYYPS.FULLL !t *NOTES ON HV "T" LOCKS AND_CENTERMA SES HEIGHT, OF CORNER CENTERMATE I. � ;ONE ALTERNATE HV?"LOCK MAY BE INS IN LIEU OF HV LOCKS OR FOR ANY SPAN ANO ax a 6•l!/°t �T O .{�3 a INSTALLATION AT ANY ELEVATION.ALT NATE LOCK�Y BE USED AS AN INSIDE OR OU DE LOCK.ATTACHMENT ,U V l!J �✓ OF LOCK @ INCLUDES USING REINFORCINp LOCKE „••/,AS SHOWN ON SECTION HVO• SHEET 9,WHICH MUST BE 10• en�+ 31�17+ or CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4.0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/80 x 3/32' 6�•l��1• at4. 7 +\J MMIMUM ABOVWINGNUT OR E AND BELOWIMIDSPAN E INTOF TWO,ox LOCKING RODSNT_((,ppCC05 TCP ASND BOTOMY BE TALLED IS MANDATOIRY, OR 12' •�« t�}9•�J3 a T 9•t(�5 0x iQ+® *NOTES HCI CE LOCKS & NTERMATES 1 Hn�Q W/: OfNicRMAffii- T,A 3 W1 Sf�3:ONE ALTERNATE HD LOCK 0 MAYBE USED IN Up or TYPICAL 1) HV BLADE SHUTTER ELEVATION HV LOCKS(2j OR tom' FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTS15S LOCK.ATTACHMENT OF HD LOCK 4 TO IS W/3#8 x E/8'F.H.S.SAt%,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HZ AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS ISIS COMPLETELY OPTIONAL. IJJJpprnrryrrr+. FLORIDA BUI E(Mon High Velocity urricons one 111 Q`%N •.. /,•�L 02017 ULTECO.INC. 162017 EASTERN METAL SUPPLY,INC. SE'''% BERTHA HVpA— LC O AJ:. A■S.S■A■ Accordion Shutter System H.V.RAE X11 W/OR W/O H.V.WINDOW BLADE American Shutter Systems IrV.x 0CSCAIPT1011 DATE q 7Axa 0n LC. TE AF TILLIT TESTING & ENGINEERING COMPANY T c v� i 6555 N.w VAII st•sta.ms.vm:xA G•FUCNS.nAMA 331 Aasoototron, Inc. 1 OLD 15-485 7 27J1 MTV 07-,'- tr` (30)071-1530,I'm:(305)071-1537 4268 Westroods Drive = DRAWING No Sf '•.,,,,,,,,.•',a 1 e-maaa Jawwoeo.oam West Palm Beach, FL 33407 3 ' 17-107 Sj�NAL E11J14 WALTER TILUT P.E. a P.E. SEACJSGIVJ QE/DATE A U' /44 67 s SNE5 OF 20 (tITMM ANCHORS POURED CONCRETE POURED EDULE 0.v OR CONCRETE BLOCK QDS POURED CONCRETE REOUIREO 1/4"m-20x3/4'S,S, CONCRETE REQUIRED 3) t CONCRETE ANCHORS CHINE$CAM CONRE!CRETE D r—� / (SEE SCHEDULE ON .V//1/4'-20 CONCRE(E ANCHORS ,y .A rEYbTGV£(SEE 1I;aM 10®aN VOLT 7) SHEET 13) NUT$0 12'd t. (SEE SCHEOUtE ON SH€ET 13) 1•/. 12 CR 1A / Mia. t/4"m-20x3/4•SS. Etin.F % r EQ EO MACNaiE SCRL'Yt5 __.. �Ed £OMINC t/4'-20 NUTS .1/Z. 192 *12'O.C.E.Ol f / i / .25a'Max. «' D.rasc' / E.D" 1 250'max. C / Imax. 1. 1 i i -i ` • - OPTIONAL 1' i i MIL gpAFATCfI ' � I i ' f ON9w �► ; ' 1 F 11 Fait rxae Aro - 1 OR E7aSR110 Mai.SERARATION rO GLASS ' O7sQT t9 I I i 1 GLASS -(SEE SCHEDULE ON 9HEE7 11) ,! EXISTaSa l LiAOli/8# MIN,SEPARATION TO CLASS "(SEE SCNEWIE ON SHEET 11) EXISTING WALL HEADER INSTALLATION @ HV (WALL HEADER INSTALHY i�1�T_ib © BY WA 1, FADER INSTALLATION + KEYSTONE EXISTING , MRL SEPARATION TO CLASS CLASS—. , i EXISTING (SEE SCHEDULE ON SHEET I I 1 OR 1 ' A° 'I / I 1l3 i MEv.SEPARAi1pN TO CUSS 1 1 1 GLASS) y'6a4&,R a 6xaT rI !7 r (SEE`aGtiEWI.E dN SFtEET tt) 1 /1 Fait FAR1E QF�)/iI h d 1 ° 7 �a ExtS G ' f' '� r f OPTIONAL i CLAaS--+`, / ,E.Or= / i •ft I i i 1 tf4. /j •/ i i i i I r � ✓„- i i i 1/4-Max. ."" •" @OR t FJ ' 1 OPTIONAL , IIfin CO EQ +/4 o-20x1//4•S.S. /(/ --- PWWP9 TROSS HEAD / / TRUSS HEM/�xN SCREWS - 1 4 4-20x3 4'S.S.PNCgE J �' y � � r' -E €Q MACHtN£SCREWS USatfi CONCRETC ANCHORS / / / 1$ r 6EE SCHEDULE ON ti--COE}CRETE ANCHORS / / f•J +/a^-zo MWTs o 12 o.t. ( w/+/4•-20 Nurs� +2'O.C. (SEE SCHEDULE ON SHEET 13) '/ Min, 08UCONRED RETE BLOCK SHEET 13) /` f ,f OR CONCRETE flLOCK OR POUONCRETE CONCRETE K { S,O}tCRETE ANCHcgs REQUIRED H DUAL a'�tLL__LATA( ANION (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REWIRED � NV WALL SIL INSTA LATION. NOTE FOR('DNR.ATt(}N OF scan°�: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER E.0.-EDGE DISTAStC£ ♦SEE LtMRARMIS OF USE FOR W V BLADE 10 ASSEMBLY (SEE SPECIFICATIONS Old SHEET 13) BLADE to CN SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSTALLATION, III tt A. Tit FLORIDA BUILDING CODE Non N)Qh Velocity Hurricane Zone T1 {/ 020+7 17LTEG0,IHC, ®2017 EASTERN METAL SUPPLY, INC. ENgF•.,9= BERTHA H TM A ' • ASS A t1. 4L i Ct �Ne. ■ ■ . ■ Hv Aelaoe ord�aRnW/O h�uttweiym •S "} ` ( American Shutter Systems DESCa PRON DATE ORAVRt 1Nt L.C. TILLIT TESTING k ENGINEERING COMPANY Assoclation, Inc. 1 OLD 15-055 21/1 DAn: o�/x7/17 6165 N.W.369L MI.,Sia.ZM YMCMA WOW,FLOROA 3316 4268 Westraads Drive z to PAaaa:(3osytnl-ts3o.Fax:(sas)e71-1531 DRAWING No -".�V�V '••••j.�6r+'ll 0-2; maEB� 68759 dam West Palm Beach, FL 33407 ` 17-107, NAL , �rq�iiriia..• I.A TILUi 11 P.L rLORIDA Uo f 44161 5 SHEET P.F— SEA(./SIGNATURE/DATE 6 8 OF 20 tM wVRAwj UN.COAAAMI POURED CONCRETE ANCJ40RS ��l OR (SEE SCHEDULE ON SHEET 13) EXSTING L to QASS (SEE SCHEDULE ==16 1=rowof ou REOUtRED CODE OF it FM a"OANI CLASS---I r SLAB If EXISTINr APPL=SIX AL CIOST04 ANGiiRRGLASS LOCATION #10.3/4 HEX WASHER HEAD Rrxi t OR I", TEK SCREWS 0 12'D.C. Or OF CONCRETE ANCHORS IF (SEE SCHEDULE ON SHEET t3) • APPLICABLE /I EDGE OF Ex SW IF CD;C Or `rI I SLAB IF ECCE OF APPLICABLE SL48 IF APPU�MAI= va wwal % % AWLICABLE POURED C.D,* CONCRETE11AT HEAD CONCRETE ANCHORS to FW OASCu L4A IMAAAD CONCRETE (SEE SCHEDULE ON SHEET t4) POURED-,/ AECUIREID FIAT 14M CONCRETE ANCHORS L REWIRED OR @*CONCRETE REOVIRED L—F-D..— (SEE SCHEDULE ON SHEET 14) FRENCH—INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A,S.D. (3)BY WALK=-OVERJNSTALLkTION— CESION PRESSURE RATING&FOR SPANS PER 0 BY INSTALLATION t SCHEDULE J3, SHEET I I 7 CONCRETE ANCHORS (SEE SCHEDULE ONLausmct4a o"DUE rAPCP w/ SKM'U SHEET 15) 0— w, EYASTING EXISTIn z TECRIJOLOCY OR 1/4'o Poz11" '14. -' so Uw -W ramym IAPM+MOKIIIa W/ FXISTINO—4 CLASS" &Tb" FUM CLASS It It. IT-o' ,,OUN g e D.C.FOR VW*VagR THAN v IMAX. 8 3Ow it r rt on @ #10x344 HEX • MAX. CONT.sr�Akmff Ulu i f TEK SCREWS B- 0 12*D.C. 1/, 3 J140/4' HEX HEAD SS US SCREWS 0 0"04. 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FLORIDA BUILUMD1 CODE(Non High Velocity Hurricane Zone,' Alt .......... C2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BEWTHA HVTm Accordion Shutter System I AA KV.IXADE#1 W OR w/o KV.WINDOW MAM 11LIECO ,S.S. American Shutter Systems DIISMPTION DATE DRAWN Py. Lr- Irv. TICCIT TESTING & ENGINEERING COMPANY Assoclation, Inc. I OLD 15_035 7/27 i DAM _07/27/17 6353 am.36w st�St..30%VX49M CkRzoo.nZtUDA 331U .......... Ph�1 :305)$71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No It 1 0—ES9:tilt.-0071.9 4 0c— West Palm Beach, FL 33407 3 W4M A.TIUJ 7T J.P.E. -OM17-107 fLOMDA Uc.If 44167 5 SH7EF OF P.E. SEAL/SIGNATURE/DATE 6 20 SEE-END WALL {) scr NOTES am Locx Na RODS®,w LOcxs Q a Q OUT 6 IN `f INSTALLATIONS W f 1 HV **BLADE AND SLAC9 OCT 1TE W LM 3 wo ro u 0 --E>nsTwG GLASS BLADE WZ HV CENTERMATESa CRtLERVAtES AMLCaTtaN WaN BLADE aon�aa 6 •�oor$ aAtO 'Oa,A OR SEE-END WALL CONNECTION. 1G•©p1�•�3�1�•iQa FEXISTING GLASS Q l:J`Q'LJ0°�`V'l�dA - - -- __ --_ ------- L--- ---------._.._._..._..,._. -.....,_.- - � 3 t/41 (003-i8 AtLaY)ALUM, / ®F� l.1 g�PdSING ! Sy�AMETRYCAL /HOLE VI((x) I/A'd TAPCON 1 2` to A1K�CR5 to CONCRETE M S TP/ CONCRETE slo.3//4^sa,.s.a 12• N AESmf� 14114.SEPARATION (4)BtOxl/2'SJ4.s.Ta TU6t'`� 4.G,FULL LEHGHT. 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MADE#1 Wj OR W/0 N.V.WNDOW BLADE ` * American Shutter Systems ". ;' i TILLIT TESTING & ENGINEERING COMPANY cv.N acf,Ca1-04 oATc oRAwll 0 L.0 A7 o Assoclatlon, Inc. / OLD 15-065 7!x9!1 oAl o7/2i/1x +� �'•. sass Nw. n It,su.Sas.Na6x A cARarls rLaew 331E 4268 Westroods Deva 2 Phone:(309)671-1930.rax a(309)6)1-1531 DRAWING No � At,,�G\i�1,11 4__p$ maEawl+ a0�g cam West Palm Beach, fL 33407 s 17-107 7-)0T WALTER A, RUIT V.P.E. 4 P.E.ISEALjSIGNATUREjDATE FLORIDA U.✓P aa167 8 5148 T OF 20 ALTERNATE—INSTALLATION WjH-V "T" CK PO. H—V MALE/FEMALE 'T LOCKS CENTER S 8 9 & LOCKERS -BLADE SEE END 0NNECRONDIMAION-SHEETS-10 A 18 IVSTALLATIQN ni HV BLADE OUT IN '�/— °" ° "`«" GIAmOsw-c mTAA Hw,e101wo*4 Rw B. 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ERN NETAL SUPPLY, TUC, �1 •�UCi EBf ' ✓�'~ ' BER ArFI TM 0.q s A S A Accordion Shutter System 1L E C'omc- ■ ■ Hv 13111E#1w/OR w/o RV.WINDOW MADE % t j TILUT TESTING k ENGINEERING COMPANY 14 American Shuffer Systems Irv,N OESCRIPTIoN OATS ORAwN RY: L0. 0,1.'•, �4Ss� $us N.x.MA,S1..St..MS.�1M mss.FLOMA 331 Assoclaflon, Ina. r aL0 is-obs 7127 1 OATS: 071x7!17 % Q Pho".:(xs�71-+s70.ra=:(305)e71-1s31 4268 Westroado Drive 2 DRAWWG No \ �1 o-.W:ru.0 OW.40.n West Palm Beach, FL 33407 3 NAt c�6,,+{' Eg.E00e719 4 17-107 '•.' W /rA// WALTER A.TILJr.P.E. LN P.E. SEAL/SIGNATURE/DATE nORroA uw/x4167 a SHE 9 OF 20 .^—POURED CONCRETE POURED CONCRETE OUR£D CONCRETE POURED CONCRETE OR { �'• �' OR CONCRETE i tlR CONCRETE !� CONCRETE BLOCK WALL OR CONCRETE .------•�_ BLOCK WALL REOUIRED BLOCK MALL REQUIRED CONCRETE I I BLOCK WALL REQUIREDREQ }}}}y4 1 JI EXISTING CLASS t, �EXISTING CLASS { CONCRETE ANCHOR /^EXISTING GLASS - r. M 7 2•MIN., Si1rtG GLASS 49 ID•O.C. URL�NRITWN y! - •'� ir��+=--2'MIN..' To GLASS(3rd I,stJ.SEPARATION I ,i t PAN.3TAPA'WJ $01. .E ON yh-M i . /o C4A5S(SEE I.'`' ' ' LAN.�"W�Tlov # EQ Ed.' 74 G11cx:+("aE£ it fGR RUDE(QE3!(1 SCNEVU.E CH SHEET J TO CLASS(SEE SCHEDULE off ETw 1/16 x3`�Mo. two i9*'tYi � /�� 11 FOR BJd1E Aho � ' SCHEDULE ON�4L7 I {,, I /' II fL8 BLADE(DEJ10 (6063-76)CONT. EEODESm&® 1 FOR MADE ON SNEEr 19 FOR 1/2" 10N£iiEET 10 CR ON%fect 10((LOCATE AT ) BUDEsO&FoR ALUM,CLOSER PLATE. (LOCATE 1/2` ! , "I-'Q)&0 i^^--�`' B (D/1(9) ETTH,R)510£ AT EITNEaf51DE MIN , tI ((�� I/2'MIN, (DI .. &USE I`OR 2"MAX. I ItiOxtJx•S,M.S. ( _�.,._� ...-�' (AS MPUCA8LE)■2•%I/8'xO•-2' ` ---- 19fOx1/2` 0 18`O.C. I ____,µ�, G ALUMINUM CLIP ANGLE f$ALLOY)AS M1OHpGr17 4 (1) #IDxf/2•S.M.S.To(D& '� WALL AT *D.C.S ANCHORS i0 i { WALL AT 1"O.C.(LOCATE AT SEE DETAIL x FO �• { SIDE CONNECTIONOR EITHER SIDE or(3) f q) 1 OR 1(� OR SEE DETAIL%FOR ) QR }° TO TRACKS 6 �a SEE DE GO,ttaEC710 4 •�« �;�A�q 510E TAIL X FOR �,, G®"'d'�A fa'�' �A^� m n 0• 7«8"V• � TO TRACKS a+ a 6 8 10• �• t;;J-'i� 0•�r. .0- TO TRACKS '0' Io•�(�®.gJ3«®•4J« 1a•�js«®•g�3 'Q•�« ($" •p•��©•O•�a 6.O•®«C67•U•G�T CONNECTION DETAIL END CONN END CnON_ DETAIL 4( END CQ NNECTION DETAIL 1 �D CONNECTION DETAIL J•REQUIRED ONLY FOR SPA1t$GREATER THAN 12'-0' POURED CONCRETE OR T xf51NO i CONCRETE BLOCK WALL E 4 .._- 4 /^-EXISTING 01-SS REQUIRED _! GLASS L i AM SWARAWNp10x1/2"S.M. TO GLASS(SEE ,' � i$_4:C. MAN.5£AAPATION i ) �=b_•.�-•—�-a—•=�`,j=--'___^'_ gOCCtA,IE ON ShEEf r' - T6 dAmh/5(SEE (jJ _ _ _ --- I _ OR HOR0OR 11 To=t RACE+{'i.0,0 CONCRETE , f/2"MIN. SCHEDULE on SHEEP --- -- ..,•�... ON 49 iC4i ANCHOR©--i I1 FOR BUAEmEND 4 -__-_ _ _ �OR@DR�OR@ BLAMS(D&.� 12.O.C. - ON SHEET'19 i`OR I CONCRETE F EQ t 5 i DLAa3(D&0 -- - - OR@ TL 16" 1/2't MRL. i _ _ O.C. .^ f" _ _®..��,,,•% t'./ ` CO -ia 1�?pt;_......._._.._ �OR$I�OR�OR 2"Mi N, x'MIN. i SEE UM ATIONS OF USE FOR VIEW V kk i BLADE Qq ON SHEET 19 OR 1 QR f�OR�OR� •�L=-PS_: f 5 (CO R ®' — PLAN DETAIL POURED CONCRETE oR «�«®'per®�Q $ « 1o•Qs�«�•Q3�©'�« ND INSTALLATION CONCRETE BLOCK WALL. ,'•��®'®«�'�� •Q- RREQUIREDQ Q 6 7 $ 7 MV BLADE OR HV WINDOW BLADE INTO ' Q"Q'�°' ® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILNEC ION—DETAIL FLORIDA BUILDING COME(Non High Velocity Hurriedne Zone' koo+s' - 02017 TILtECO,INC. @2017 EASTERN METAL SUPPLY.INC.'�icnrs = BERTHAA H 1'M * 1 L E C 011ie.tic. A■vS•*S■A w Accordion Shutter System • Kv yf w/aR w/o Lay. utNDav eux American Shaffer Systems cv,x D"CRI"'o DATE DRAWN ar: c SS rn�E Uy 2 TILLIT TESTING & ENGINEERING COMPANY 4 + Association, Inc. I OLD 15-OBS T/27/f DATE; 07/x7/17 0+'•.Fj :• kr +� 63»NA XtI 5L,a.103,tiu a a+OMEW,TT.aFWi 331 + Ph.n.;(305)$71-1530,Fax:(305)971-1531 4268 Westroods Drive a -DRAWING No . "......' �\ i4++ -mol:tlt"4"e Com West Polm Beach, FL 33407 3 !(? AL+rta Ce- 0711? 4 17-107 -• '"'. IP•i WALTER 0.TOUT Jr.A.E G SHEET /r///!//•'• FLOROA Ue.#44197 P.E. SEAL/SIGNATURE/DATE s fb 8F 20 HEQ�CE eft `CHEDUC tf SCHEDULE 93 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+' MAXIMUM SHUTTER SPAN*"L+" (fQ. FOR INSTALLATIONS W/ �, OR %-" (ft.) FOR OR "L (ft.) INSTALLATIONS INSTALL TIA_Ot!1.�D —NOTES, AtTFRMAT 4. & or or INSTALLATIONS W/ W CONCRETE& WOOD (s) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN VJ/ ONE N.V. LOCK or .. or or & W/ ONE HV LOCKS _MAN_SORY POSITIVE A.S.O, DESIGN PRESSURE RATING, HO LOCK �W/ NO LOCKING RODS or ONE HV LOCK or(b or t Q OR W/ NO LOCKING WALL A, 8, C. D, E, M, N. 0, P, 0, n.S.D DESIGN�PRESSURE WISPAN NG. GIVEN NEGATIVE CENTERMA7t* 28CA 29 V!/ ONE W/ NO LOCKING RODS ® ODS MOUNTING F. K & L R. S. &V. "T" LOCK 30 V7/PHO LOt�K,NG (SEE NOTES t'N') '1J (YAt1D FOR/tCUttnNGtj,,tl (2) PROCEDURE TO DETERMINE IAA,XRAUfA SPAN FOR RODS 35 TOP �c;&t80T70M EE SHEET 7) FLOOR/CEIUNG G, H, 1, 11, J T, U. YA & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CON Esti k =ro D1 ihiSTAttATIONS 0 CONCRETE do WOOD CONCwr MOUNTING .BUAA,n 1YA79'^"' I sra I n NS uoi: u INSTALLATIONS & to GDETERMINE IVEN A SMAXIMUtAITIVE SSPAdiE'L+N FROM SCHEOULEPRESSURE C, 450.OG.H A.5.0,ODWI 1*RLSSWZ WALL MOUNTING, FL40R/COUNG P>RATM WALL rAourRATWO mHt: r FLOCRjmiux Y"1111rO GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. MOUNTING BOOR/CERAIO MmituC (0.1 OR DETERMINE MAXIMUM SPAN'L-*FROM SCHEDULE, {`CR-} X009 u0UNra1G b MAXIMUM SHUNTER SPAti 'L+-OR'L-`FOR L# Oq L-(4) I r (O L_- L i (fl) L-(4) L+ (R) L-LA) INSTALLATIONS INTO V1D00 SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TD THE 30 OR L f6'-0" i6'-4' a6-0" t6^0' 30 14'-D' 18'-0" SO t6-0` 18'-0 105 oat.A.S.D.DESIGN PRESSURE RATING, MINIMU DETERMINED SPAN BETWEEN'L+'AND"L 35 14'-t0° td'-10" 15'-2' 18'-0" 35 ta'-t0• ta'-t0' 35 15'-2' 40 S3'-t0' t3'-t0' 14'-2- 15'-2' 40 13'-10' 12r-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 13'-4• 14'-3" t W CORNER CENTERMATE®3 MAY BE USED AT ALL COMBINATIONS IN DETOUNTEEN WAIL MOUNTINGS 50 t2'-5' t2'-5" 12'-8- 13'-7- 50 12'-5' 12'-6" 50 s2'-3' tar-t• MOUNT114G INSTALLATIONS, LOCKING SPECIFICATIONS W/FLOORjCEIUNG MMOUtiTINGS: $5 11'-t0" it'-10• 12'-1- t2'-11' 55 III-t0' 11'-10' 55 T1'-t' 1t'-111 SHALL BE AS INDICATED ON MANDATORY CONDITION A2 FOR A GIVEN POSITIVE A,S,D,DESIGN PRESSURE 6d 11'-4' 11'-4- 11'-7" 12'-4- 60 11'-4' 1t--4" 60 t0'-2• t0•-11" NOTE J5.SHEET S. RATING: 85 f0'-10" t0•-10" i1'-1" 11'-11' 65 I0'-t0` 10'-t0' 65 DETERMINE 70 to'-6- IO'-6" t0'-9" I1'-5' 70 t0'-6' to'-6• 70 9-4` Ls+>=MAX.SPAN FOR WALL MCEIUNG MOUNTING INSTALLATIONS. 7$ p'-g- NSTAUAROMI$p� FOR FLOOR%CEILING MOUNTING 75 10'-1' 10'-1' 10'-4" 11'-1" 75 10'-1' 10'-1" 't tEXCEPT THAT MAMMUM SHUTTER so 9•-10` 9•-10" t0'-0' IW-9' 80 9'-10' W-10" SPAN'L+'OR'L•AND MAXIMUM AS.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 g'-e' 9'-5- 91-9' t0'-5• 85 9'-6' 0'-8' PRESSURE RATING FOR INSTALLATIONS INTO CCNCRETE RATINC: 90 9'-S' 9'-3' 9'-5' t0'-t• BO 8'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOVIS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 95 0'-0• B'-9' W-2' 9•-IO" 95 91-0' 8'-9' LIMITED TO +84•-72 P.s.f.AND 8'-0" SPAN, SEE L2 MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9• 8'-4' g'-0` W-7" 100 8'-9• 81-4• MOUNTING OON SHEET 7. INSTALLATIONS, 105 8'-T T-t1• 8-9 9'-4' 205 4'-7- 7'-11' 1 10 8'-4- 7'-7- 8'-7- 9'-2" 110 - 8'-4" 7-7" F}A p i A �a �•L� FINAL MAXIMUM ALLOWABLE SPAN Lt EQUAL TO THE 115 8'-2• r_3- 8•-4- 8'-1t' 115 8'-2" 7'-3• ,�, r/-SF�ATION TO GLASS SCHEDULE MINIMUM BETWEEN•Lw+•, -t1+'. 'L, AND"L2-- 120 S'-0• 6'-11- 8'-2` B'-9' 120 W-0• 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` 6'-8' 8'-0• 6r-5` 125 7'-10" W-8' ALLOWABLE SPAN AND NEGATIVE A.S,D.DESIGN 130 T-8' B'-5' 7'-10" W-1' 130 1 71-8' 8'-S" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7` 5'-2' T-9• 7'-9' t35 7'-T 6'-2" MINIMUM saaraNG. 140 7'-s° 5-11" T-7 r-4• 140 7•-5' 5'-11" ASTM E-1996 SEPARATION 145 7•-3' 6'-9' T-5- V-3- 145 7'-3' S'-9' TO GLASS 150 7'-2' W-7` 7'-4" T-0' 150 T-Z' 5'-71 155 7'-0" W-51 T-2' 6•-0' 155 7'-0` 5'-5` 1 THRU 3 1" 160 W-tt' 5'-2' 7'-1' W-7• 180 W-FI: W-2" 165 W-10• T-1" T-0' 6'-4' 165 6'-10' 5'-1' 170 6'-9' 4'-U' 8'-11" e'-2' t70 W-9• 4'-it` 175 6'-7` 4'-9• 6'-9• 0'-o' 175 6'-7' 4--9• 180 4'-4• a-8• 1 0'-6• W-ID" too 6'-6- 4'-8• �N V IJ LA L7 E 185 4'-5' a'-6" 6'-7' 5-8• 185 W-5' 4'-6" 190 W-4• 4'-5" 1 6'-6- 5'-6' 1!26'-4- 4'-5" 195 6'-3' 4'-3' 1 6'-5- 5'-5" 185 W-3" 4'-S' 200 6'-2- 4'-Y 6'-4- 5'-3' 200 8'-2' 4'-2' 2d54'-I• a'-r W-3• S'-I" 205 6'-r 1N "'�., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone • �,• r �• 02017 TILTECO.INC. (fa 2017 EASTERN METAL,SUPPLY, INC. BERTHA RVTM �` A S A Accordion Shutter System +' 'L E C 8 N C. ■ ■ ■ ■ FIV. BLADE#1 W/OR W/0 HN.WIMOJJ BLADE `, *; American Shatter Systems R OESCRIP1I011 OAIE ORAWN Y;M&Y- G0. -p., ' ` TILLIT TESTING & ENGINEERING COMPANY Association Inc. t OLD IS-085 2T/t VATS 07/27/17 Ona N.W.36%st,W._M,MRMM cwanls.ROACA 331 r Phone:(305)471-1630.Fall:(305)471-1631 4268 Westroods Drive 2 DRAWING No a- .11:wtseeaool.own Vtest Palm Beach, FL 33407 3 L/� • s E8-r 6719 {4 17-'I V7 t• WALTrA A nLUT ar.P.E. "Std A��1 t noRIVA Ue,g"167 5 SHEET P.E. SEX/S(NKYUR£/DATE 6 t I OF 20