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HomeMy WebLinkAboutProduct Approval - underlayment Ong Florida Building Code Online Page 1 of 3 r• e a _ - . _ AMS SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ` BCIS Site Map Links Search bProduct Approval �;,, r � U5ER:Public User Product Approval Menu>Product or Application Search>Aoolicatlon list>Application Detail RECEIVED eM1sk� FL# FL389-R9 Application Type Revision JUN ® 8 2020 Code Version 2017 Application Status Approved Permitting Department St. Lucie County 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 6 Authorized Signature Bili Feeley irodrig uez@easternmetal.com • � Technical Representative Address/Phone/Email Quality Assurance Representative Address/Rhone/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. J 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 ititnC`IJ�Xt�x7txr Flnrir3a �ii�riincr nrrr/nr/nr on" r1f] acnvr}r»ram�z:r(t�itTY(lYzrETlnirVVT7I77.rT.rvC 1/4/11)10 --- -- - Pa e 2 of 3 Florida Building Code Online 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- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits 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 levet"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC- -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7,it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by frac COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC. Approved for use outside HVHZ:Yes INC DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SY T•P F 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 Parry:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes �I co Back Next nta :::'601 Blair tton Road.T^Ilahassee F-3239 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C^^^riaht 2007-2013 State of.Florida.::Privacy Statement::Ar eclhility Stat m nt::Rafund 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: httnc-//u ww.flnririahniirfimo nra/nr/nr nnn rlti acn+r1naram=txrrrTFTTS�C1�xrtTincrV VT�TI)vTtrvG 1 tQP�fll S2 GENERAL NOTES ( ) 1.BE 10.BUILDING ACCORDION ACCORDION SHUTTER SYSTEM SFWL HOT MP11E0 OHMOO NYELOGIYP EINlRIi1GW£ZONES. FIND FOR COftPiIAHfiE IN ACCOROAHCE W8N THE 2017(6th ECnWN)OF THE FLORIDA p BE INSTALLED ED LOAD A DIR£1 BE DETERMINED AS Kd 0&RE 162USI0 OF THE 7-111 MID MENSNALL LONE)Nor �TF1E A RAW WIND I s.0:ED REQUIRED IGN Lbw£RTHE JURENGS DICTIO Eo ERE SHUTTER VALL TABLE OF.CONTENTS ON SHEERS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DE7FRNWm PER ASCE 7-10 sRNA.BE FIRSTREDUCED TO A.S.D.DESIGN vmRO LOADS AA-1: HV t31w 8Y MULTUPININC THEM BY 0.6 IN ORDERTO COMPARE THESE W/WOE.(ASLO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS TF THRU 15.19&20. - GENERAL NOTES SHEET 1 R4 ORDER TO VERIFY THAT OQMPOEENES AND ANCHORS OH THIS P.E.A.AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t1QL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION Of FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA KV ACCORDION SHUTTER SYSTEM'S ADEOUALY FOR WHO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 or THE ABOVE MENTIONED CODE AS PER TYPICAL sHuFTER ASSEMBLY is-44 SHEET 4 REPORTS.AIL TYPICAL W94DOW BLADE&WIIAOW DETAIL -NY BLADE +0 /0214.01-03./0715.01-03./1004.0}-05,01224.01-05.10317.02-06./0609.01-70 AND#0210.01-11 AS.PER TAS-204 TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1896 ARIA 2:._HV_BLADE©MD !(V WINDOW RLAIDE& AND E-1098 STANDARDS(MISSILE LEVU 0.HIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WMOW SIADH ®#0505.01-OB AS PER ASTM£-1886 NO E-1995(NiSSILE LEVEL D.WIND Zow£S 1.2.3)BASIC PROTECTION ONLY AND!0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS MF.CONCRETE/SLOCK SHEET 6 2.HV WDE(D AND HPI WINDOW GIME 0 ARE ENGINEERED TO WORK IN UNLSON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 MTALLA71ON DETAILS G-M,CORCRETE/6LOCK SHEET 7 3.BERTHA TLV.ACCORDION PINS(Fit 9CROVS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 010275'AND 0140.757 RESPECITIMY.410-HT MINIMUM SERIES cDrn3ATE DETAILS NY SHEET 8 STAINLESS STEEL SCREWS W17H 135.0 Tai YIELD STRENGTH AND 180 kA TENSRX STRENORL PINS SHALL BE COATED WITH BERTHA FN DACROSH D COADNO SYSTEM A4 MANUFACTURED BY APPROVED L" MATE ALTERNATING OETAS HV SHEET COATING APPLICAORS,REGISTERED wall AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HN MMRONO ON THEIR HEAD. 4.ALL.ALUMINUM D"USIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOICATEO ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-T6 ALLAY IS 30.0 kTi AND 35.7 k i FOR END CONNECTION DETAILS 1-8.CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. ANI SPAN TABLES SHEET 12 ANCHOR SCFIEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN S00I8 WITH So kxi MIN.YIELD STRENGTH AND 90 kd MEG.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ARD SNAIL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 24 9.BOLTS TO BE ASTM A-307 GALVA29Zm STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k41 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIICAOONS:HV BLADE(D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 Fit BLADE +0&(51 WORKING 4L UNISON: 12. 13& 15 OWAUA70N OETAILS S-X,WOW SHEET 17 END CONNECTION DETAINS 7-12&X W000 SHEET }8 a THIS BERM TLV.MCORDWN SNAATTER SYSTEM BEARS A U.S,PATENT#6779.582.COMPONENTS OF INS APPROVAL ARE COIERM IN WHOLE OR IN PART BY U.S.PATENT#5458.179 ISSUED TO FASFERN MEFAL SUPPLY,INC. ARFA 9.R IXN SHALL BE THE RESPWJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTER IS TO BE ATTACHED TO INSURE PROPER ANC.tORAOE.CONTRACTOR TO SEAL/CAAIt - -�. I!@QW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHEN REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WHNQ/RHN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL W A VISIBLE PLACE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WAANtiGS HOME OWNER.TENANT,OR OTHERS.LIST PROPERLY CLOSE ALL HV AND HHD I BOW BLADE n ONLY CT7TERMATES AND EHGIZE OR LOCK AIL HV AND No LOCOS. AREA 4:- HV � 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BINDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVE}!OPEHWO.LABEMRC TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORD"SH177ER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OIIWMNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE _ PERMIT IS APPLIED TO. 13. (a)THIS PED.FREPARm BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE sPECinc PBIJEcr,I.a.WHERE THE SITE CONDDIONS DEVIATE FROM THE P.E.D. (a)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION L%UUDINO LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.•PROVIDED IE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETARED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. a)SITE SPECIFIC PROJECTS SINAL 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 SME FOR THE PROPER USE Of THE P.E.D.ENGINEER OF RECORD.ACTING AS A OELEOATED ENGINEER TO THE P.EO.ENMNEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND WHATURE OF THE PROFESSiONAI DOWN OF RECORD THAT PREPARED T. FAAa�tFA�n�� FLORIDA BUIDrNG WDE Non High Velocity Hurricane Zone ,HHF_`- C111I�'p /iALL GWI?WTECO.INC. 02201177 LASTERNMVMMVIAL¢SUPPLY.,INC. / Accordion Shutter System IL E CO INC. A. .a. H.V.MAX#1 V/OR w/o KV.WMDN SHADE '• ,�/* S American Shutter Systems 7. a[(�fI1 J *¢ TILLLT TES71 & ENGINEERING COMPANY Nµn ° �` Lc E?zt v'AATTCC r A Association, Inc. I OLD 15-065 7/27 1 OATD 07/27/17 A e3ss ar.3a+.sl,s..Jos. aAFLIDIs.RM+OA aT+ 4268 Westroods Drive 2 ems^•+ '� •( Pbms:(305)8»-1530.Fax-(305)571-1521 ORAWtNG NO a� m p M4 .-man:tTtaao/>ad.xam West Palm Beach, FL 33407 s F W e� () SSH(f/........••' WALTLB UFJ1.P.6 W Ns P.E.�SI'AtfsWAAYURE/DATE0. noRDA Lia.!44187 a SHEET F 20 a. 1 _ VATSES 1,491 ja s roll wroa+mIx iv .•.-2- � `moi„ 1"�9.,"`'Y� �h'�4• ' 05 NY SQ'118Q' MARRTER HV SOLID BLADE OPV LIN►y�R A5 L FLOAT QUALIFIED JR USE Wj COVERED UNDER US PATENT ; 54501 QUALIFIEo w/IP/EI ADEM j{V diRECT MOUNT FN BLADE AL ND TEMPER gUALIFlEO FOR U,,,�E W NV 6065-16 ALLOY AND TEMPER BLADE 1 6SE LDAITA S OF USE OF BLADE ON SHEET BOb3-i6 ALLOY TENPFp 534• 60 Y TE IT .abs' .994' N 867 $ ` 6.436' J2 ..._._.........._...... WALIFIED F w H (8~1�y WAtK—OVER TR - L.AllE 1 WALIFIED FOR U E W CIHY TRENCH TRACK ss $ ALLOY TEMPER BLADE T/} QUALIFIED FOR USE W/W yV Ai1. F 6063-16 ALLOY AAD TEMPER SLME01 ONLY. HV RAINGUARD QUALIFIED8tA0EUT1 W/ NV 6063-t6 ALLOY AND TEMPER WAUFIED FOR U E Wj ttu 6063-T6 ALLOY A(lT}D IEHP ,:,, VAS BLADE 1• I VARIES 1.936' 6x63-T6 ALLOY A TEMPER .917• 1$ Ow 093' I F4 ..I 083' 003' .t27F' �II _tao •oeo•. .� '"�••� i ego I 'r . �- , • 6�a 670 'o. o mo t ClBY HFADER/SILL t HD CEILING HEADER/SILL HY EC ILIN HEADER QUALIFIED FOR USE W/ KV BLADE(1�ONLY QUALIFIED FOR 155E Wj tP/OtpDE(� t� HD WAIL HEADERISILL O IF7ED FOR USE W/ FIV 0tJh0E 110NL 6063-T6 ALLOY AND TEMPEIT SEE SECTIONS FOR VALIDITY. WALT S O FO USE W/ FAT SEE SECTIONS FOR VAU 6,063--M ALLOY AND TEMPER BLADE ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t COMPONENT A 6 T1 72 X Y L. >) ><MK Y IRK 1 - ri 2' 2' .125- { 1' 1' .oar 0 2' s`MAx. i/6' , 1/6' y I Y .0w 1 ✓ ' 2' 5'MAX, O.t9Y�0.192' 1 enc AN.T CS 6g'� CO NR ER_RdSTS Rl UMINUM ANGLES ?9 ' 2 ' T MAx, 0.,90 ISO* tALIRED FOR USE W/ FN QLIF!ED FOR USE W/ FN QUALIFIED FOIL USE Wj HV GLADE 1 BLADE(1) BLADE 1'ONLY, I 2` 5'MAX.S 0.139 ,0.151 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY A D TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA Bi11lOfNG COOS Non Ni h Velocity Hurricane Zone', 1¢ '� �' x2017 n1Ern,INC. 02017 EASTERN METH.SUPPLY,RSC. �cq --- AAAccordion Shutter System E N 6:. Ti KY.BLADE {WI OR W/D LTV.WFaOVl EbME TILLIT TESTIITt3& ENGINEERING COMPANY American Shutter Systems v. 6N"Sau,ISATE OMWN et: Lc. Aeeoatattan/ Inc. , alo 15-063 7 t Eu,E: o7j27tt7 6335 KN.Wk.Sl,S1•,363.VACMA CAmOM n0A0A Oto 4260 Westroads Drive : Tesnmat�Baa.<�30*71-Is31 West Polm Beach, FL 33407 3 DRAWING N/o��f WILIER 1-0006719x.P.E. 4 �/—�V 0•••• ++�jw" tyt RORM ua 1 44187 5 SHED P.E" ,•••h1p'tt'1�E/DATE e 0 2 t � Ile cm r- Mt,4rVo �6uJ6[b „ouSA» ,/•. 4.S7i"� 1 ..- DaAft 10 �: -.-••• f.S tAl. RN[fb PANROT . .746- t 1 d 1 S ` U rwJ "ergo Ae CRL"„JPN l tl ggit ! p RROe. .P , .062` w 3t• __ A I� ale 49 M tY,A xC, Class t PLatx • a' ,aDA Y . .� RAT'[j toC o,a (txA00E PUaTot tJ WLS&WIRWE � H LOCK � WV EGRESS LOCK q FI FOR USE W/ HV SLADE(1)& ONLY DUAiTFlEO FOR USE WJ HV DLADE i & ONLY 4 QUAUFlED�OR t(SE W/tiY QUAUFlEO�OR W/ NV 6063-T8 ALLOY AND T[MPt 6063-TS ALLOY AND TEMPE 8tA0E T & 1BNIY. BLADE 1 & OHLY. 0ALtFlEO FOR USE W/.HV BADE 1iONLY O° te• 6063-T6 ALLOY AND TEMPER FUSTIC D Y0t#0 ' SCREW L-360`AFTER R7VErW �-Z` °°� ��• I °6• •a %� UFO"R t f4"�-207 x 3 4" ��NE��n//LNDQp���������� ��y � E3LT.13•� bSMS 9444 40"M(2024-73 AUGV)LARGE RANGE 1"N I SHEET NVZW,tM F 0620.AS WA*XTURED BY AM -j J - o.ERRY 1E,ITORK PMSPPM.NEW JMV 07034 OR EMWL' fROHT ELEYAAON "T"- " " HV ALTERN SCK LOCKER FOR "T" LO K CE[ITE$MAL �QUAuF 6p6FOR UAudwJA ti TEMPER T ONLY HV F g� T"J.QCK CEFt ERi`iATE iQV IE LOCK OUALIFIEO FOR U w HV QUALIFIED FOR USE W/ TN BiAOE(t}ONLY /W 8LA FOR USE gtapE T ONLY QUALIFIED FOR USE W/ W BLAOECIONLY 6063-T6 ALLOY AND TEMPS W/m B(ADE�ONLY. 6063-16 ALLOY AND TEMPER o c•'S g 4 7NW18RIRN . • 7 � CtittOER 0R gi 8BJ M.-O " REY LYL*&ER .214' .ig I .545' n 0.675'w- +•���w���r+^_ .123`Mg..HD CENIENAU 11 FOR USE W/ tIV BLADHD CEJJ E T & A AUFIED FOR USE W/ HV BLADE 1 & AHp cEktTr tgMAI4 + 8063-T6 ALLOY AND TEMPER 063-T6 ALLOY AND TEMPER VARIES, lY MIN. �QUALIFIED FOR USE . T BLADE 1 & lA 1 1 6063-T6 AHOY p TEMPER iNOMBTURN -- 'itini n0 SS.OR s3/4 s-16 ' *1/2 _ i D0 OEYRI.ItNi�ER (sls OEIALS — 7 Cftw0ER tiS - -- 1.7e Ua.. �USEW d I/4.6 HD LOCK 375.0BtAOE•� HV /$"SD-16 ACETAL "A HV I/!c -20-ASI 304 8Y RECENT HARENARE M0RT15E LOCHS SERIES 2333 NOOK SOLT LOCK. 6063-T6 ALLOY AND TEMPER RIES c 4: THUMESC M QUALIFIED FOR USE W/ HV BUWE•�& C. 5 INSTALLATION WILL REQUIRE A 7/16"HOLE 7H M8,^+CREWS QUAUFIED FOR USE W/Hv BLADE f11, FLORIDA BUILDING CODE Hon High Velocit Hurricane Zone ILED AT TRACKS FOR PROPER EMBEDMENT QUAUFIEO FOR HV BIADEQ x,2017 E75TERN METAL SLIPPLY.RSC. ILtI_tL`'��'a�.71j�/'�,� o2m7 Tr<TEcb,E+c. 11 +E`er �M t � BERT HV, `'' /� ""` A Accordion Shutter System = Ti L E C ty LNC. . ■ ■ ■ KV.BLADE dt W/CR W10 KV.l NW#DAM TILIIi TESTING& ENOINE£RlNQ COMPANY AmeriDan Shul}ar Systema EV. DEEE ON DA E MAWN trn L& 6333 N.M.Tau.sw,M..3G0.W1p41M GMGwa Roao.3T, Assactattsn4 Ino. , OtD IS-O85 7/27 1 aAm 07/27/17 STA �� Pnene:tJo3Te:,-/a o.ro4:(303767/-,sJ/ 4268 Westroods drive 2 OFAWIND No URIC. •-mw BA4tcbad4aR+ West Fotm Beach, F( 33407 s 17-107 7-'07 y•••. ` Y YtAU .\Tun l J+.P.E. '�t^u►Sf(} \LyLL RDROA U..i 44167 5 - $H 3 T F 20 P.E. SE/LC�sI�IdA R!'/DAiE SHUTTER ASSEMBLY SCHEDULE OR _ HV Q HV IfIA 414 ® ,2 to 13UDE E Q HV WOE 1 E E 2s- i 1A .te7s•L� ------ -+� HV BLADE to BLADE .0615, Rtx 0623 .0825 ® HV LONG RECESSED NYLON BUSHING ° n xNUMSLAWE t OPEMN 0625 1075• Y ® HV SHORT RECESSED NYLON BUSHING 3 1= N 3 -- (TTP) aa4 1 nAT A,f ® NV NYLON HAT WASHER AOR® HV WHEEL CARRIAGE AISI 302-303 SERIES 4 4 //� 7 so- 0.870"x3/16" THICK NYLON WHEEL. n 1— k- § 2 7�•1oµ w MNIM 0.188"0 AISI 302 SERIES S.S. RIVETS - , 373.0 up03 BETWEEN 0616- .7500- HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR C ENS *ss4-® HV 2 3/4"ACCORDION PIN W/ J8 HEAD 44044EN`EAs TYPICAL HV WINDOW 13LADE ..AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ,r ImTEa (0j)OR ® or 3 ® - Nrs POLYCARBONATE HV WINDOW DETAIL Etl7S� I ; (D OR ® ! $c POSY CARBONATE IMP A T R cictnNT HV t: DOW ! s ! BAYER MA,(ROLON 3103 POLYCARBONATE i t2'MN.( E RESINS, UV-STABIUZED GRACE OR SABIC * PIN REQUIREMENTS AT EXTERIOR ALAIDE KNUCKLE FOR to e,wE BO u INNOVATIVE PLASTIC LEXAN 103 RESIN HV ft)HV(1hI Q OR ® I ` (SEE NOTE "('ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® Le ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR ® I f POLYCARBONATE SOURCES FOR 4 HV (0 BEXTERIORLADE. ICAL SHUTTER ASSEMBLY T1[xx P�aon:3 .PwtJalE a41R1 Nv PIN 19 OR AT F1NDAW m °•°'1°�'• avonuC ..Ola/ma wux (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT [xtpR "...�„� �.,..Z EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q •0.32+• 8U10E's KNUCKLE.FOR SPICOC BLADE WHEN CORRESPONDING TO INSTALLATION "11'. SHEET 7. (SEE NOTE FOR Mone aaun uTy oi0: Rau a�• mo ww ,pqg: REQUIREMENTS) 1QGIEtltN1 TD=Z lm4 nano 15111 can MW ,.L 0.50o r..L (3 HV PIN OR W 1 2" O.D. 1 16" THICK S.S. WASHER O ! n &vxMXIAL SA1 AW A17m Asn 0100 17.500 P.A 14400 P.l ) ® ® / / / I 1 nOMilL IlaDlau3 +5111 oxo ].4000 P.l 315.000 P.LL SHALL BE USED FOR DIRECT MOUNT INSTAI IAT10N PER DETAIL X, ej ' i ;1; xmo O,xo �'IR /5M D258 1e n n n SHEET T WEL CARRIAGE DETAIL SOat Dana AM ono 47.2■ 95.3 x UM ASSEMBLY LAYOUT MT[ a ww" Am,"M -1 CLASS a-1 a1ss .. SIV K"" ASM 00N 1 a apo•r wan1Ra AM 4153 SffmgmQ-) HVBLADE SOLID & HV WINDOW BLADE DETAILS Te ,� '�'""' •"'P.l uaP.. TWA[Sff457 01foPt.GTiiaW ASIY 0.Y 6111 P.l 6600 PLL N.T.S. j155[riq 7I "GIR T11 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ;.\ C ✓9' 02017 TILTECO,RSC. ®2011 EASTERN METAL SUPPLY.INC. BERTKA 5`\5 V�ENSF••.•� i r A.S.S.A. TM =TI-LTE C O TNS. Accordion Shutter System • 7• , r : American Shunter stems KV.BLADE•1 W/ W/0 KV.WINDOW RADE ` 71LUT TESTING & ENGINEERING COMPANY Ev. atscAnax OATt awml er: L. O '•., 6153 KY.3x71 St,Ste.--C&LY1D7M(MOWS RtRO.00f Aeaaetatlen, Ino. 1 OLD ,S-o6s 27 1 GATE, 07/27/17 Plan.:(305)871-1530.ra.:(3o5)a71-5535 4268 Westroads Drive a DRAWING No !s$�QNAI�a�,51d1 .--I:taft.04a L" West Palm BeOeh, FL 33407 3 17-107 7- Q7 •„1.1 NIALi[R A Ian Jr.P.[. fLORM U..j 44787 P.E. SEAL/SIGNATURE/GATE a SHEET nr 20 A a a *NOTES ON NV LOCKS AND CENTERMATES: C Y N s Tl u a C O \ 1.IINIIDAMRY CONDITION/tt � „ ONE TSV TOCK�a PAN�511111 BE USE AT 1/2 W SHUTTER SPAN FOR IUM SPAN OR ELEVATKIN.HV LOCK IN OF SHUTTERor IWMA USED AS AN INSIDE OR R SPANS uP TO0UI510E LOCK,4TACHEO�ALL,[iTT ORS4 ANY CENIEAIM7ES W/(2) 1/4'A-20 x 1/2•LONG FIAT HEAD S.S.M.S.LOCATION OFLOCK SHALL�BE7 AS INDICATED ON 7YPICJL SFdltr LEYAIKIN. - WWI OO•'�•` 21 IF DESIRED,FOR BETTER PERFORMANCE OR FOR SEW"PURPOSES, UP TO TWO NV ®a LOCKS OR E Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V OR® IIFLL BE AS INOICATEO ON NOTE(1)ABOYE. LOCATION OF LOCHS.SHALL BE AS INDICATED ON TYPICAL SHUFIXR ELEVATKIN. 3. -_,�y_ • LOCKING RODS ARE NOT REQUIRED AT URRK'ANE POSITION, BUT MAY I II 4 5 �aaTiOal® " ' USED IF D RED TO EN E.E SHUTTER PERFORMANCE LOCKING RODS 4 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSiRON (NON HURRICANE POSITION). I I 4. ONE HV LOCK® ® BE USED AT COW CENTERUATES FOR ANY SPAN AND INSTALLATIONS AT ELEVATION.HV LOCORNER C )CK/ or VSHNL BE USED AS Al OUTSIDE OR INSIDE LOCK. ATTACHED tl AT TOP&TBOTTON SIMLL BETLOfiL(710N 1lSFLOCK 51iALL BEAS INOICMEDOH e I=FLAT HEAD S.S. 7YPICJIL SHUfiER LOCKING EIEVAIiON O� xx-xrc C�{ FAAIDNLMA SHIRiER SPAN SHALL BE DETERMINED AS PER SCHEOULES SHOWN ON SKEET 12. 5 •ONE ALTERNATE KV LOCK MAY BE SE IN LIEU OF FN LOCK a FOR JNY SPAN AND INST IAl10NS AT ANY ELEVATION.AL TE IOCN MAY BE USED AS AIL NSOE OR OIMTSWE LOCK.ATTACHMENT OF 1/4'0-2093/4'S.S.THUMBSCREW TO�:OR CENF RMANES SHALL BE AWE W/ 1/4'0-200/4'ALUML 1+�-�� >s E i - i s � RIVNUT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i1 �J S�z71a + p LOCKS AT 1/3 OF SHUTTER SPAN.' 6.MANDATORY OONOnFON/3 FOR VFVCT/NJF OrrAN ulAM002 ONE IN LOCK @ or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 H SHUTTER SPAN FOR SPANS UP TO 9a'.AND FOR INSTALLATIONS AT ANY ELLVATION.W LOCK®or 0 or 0 MAP BE USED AS AN INSIDE OR UIK OUTSIDE LOCK.ATTACHED TO 6 or®SYMMETRICAL.CENN70AATES W (2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. ry"T/ M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/0 SEE I i OR 6 TOP AND BOTTOM IS COMPLETELY MANDATORY. NECTIONDETAILS ON 0 IF E H I J x L H f O • v x 1 ,1�,10 FkXL H MOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT_ J OF CORNER 1 wa•11D volx _ CENTERMATE ONE ALTERNATE HV'T'LOCK WAY BE INSTALLED IN LIEU OF W LOCKS OR AN FOR Y SPAN ANO AM `LJp�°'I©•IJ°x®°•10•�p TALlAllI AT AN1f ELEVATION.Ali lUTE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCK �AS SHOWN ON SECTION TNG,SHEET 9,WHICH MUST BE TD•�'a•©•�'j8�+1�7 •®•a CONNECTED TO CENTERMATES®MMD 0 W/ 1/4.0-20 x 1 1/2'LONG S.S.THODEO BOLT W/7/8'0 x 3/32' /� v WINCNU7 OR W/ 1/4'0-20x1'S.S.N.S.INTO A 1/49x 5/,0 RNNUT. OCK MAYBE INSTALLED AT MHISPAN OR 12' ' ,�• •r/��,p©-C7)•®p MwLIMUM'ABOVE MND BELOW NIOSPAN. USE OF TLYO-LOCKING 8005 TOP AND BOTOM 15 MANDATORY. ,�•0p(T S•@p®•(7 p C,,@p®g•�3Jp�•0pg•® *NOYES QN NQ r^ 1. :ONE ALTERNATE RD LOCK(j MAYBE USED IN LIEU OF NY LOCKS OR FOR ANY SPAN AND NSTALLAYMNS AT ANY ELEVATION.ALTERNAIL RD LOCK(8MAY BE USED TYPICAL (1) HY BLADE SHUTTER ELEVATION AS AN INSTOE OR OUTS LOCK. TNACN OF NO LOCK µD VOC NMC.SHEET 10.LOCK KAY Be.AND INSTALLEO AT ES N.T.S. RONFORCEMEHT INSERT AS SHOWN ON SECTIONS NOB- MIDSPAN OR 12'MMiMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING ROOS®IS MMPIEIELY OPTIONAL. pFraA.r...,-, FLORIMon i h elocity urricane one LLL Q`\' .......... /�.�'� 020+7 TILTECO,WC. 02017 E4STERN MEFAL SUPPLY. INC. L L BERTHA HVIM A S S A Accordion Shutter System L 1L E C O tN�. ■ ■ ■ ■ TLV.S"/1 W/OR W/0 KV.TMbWY/BLADE T4; American Shutter Systems MV.x, "Sclollm I oAu I oaAAH W. LC. ;N TILLIT TESTING 61 ENGINEERING COMPANY •` Ft. Association, Inc. 1 OLD 15-05507/27/171—.- 07 27/17 e�s6 I x( 3)a..13 x.ft.eNmw7 noxa ws � •• 1� Plw,u:(]03)071-+sso.sox:(xi6Te7T-+6s, 4268 Westroada Drive >; DRAWING No -, s1n••............. a U -61..1a 6.0•tl<am West 00Im Beaeh, FL 33407 s 17-107 7_'07 V��NAL EN�,•LLca It WALTER A T& h.P.E. • SHEET rLdioA Lie.(44167 ! P.E. SEALJSIagfURE/DATE OF 20 I� ONCRE[£ANCHORS POURED CONCRETE POURED r(SEE SCHEDULE ON OR CONCRETE BLOCK CONCED RETE RE I SHEET 13) R[OUREO CONCRETE MICHORS rl a-/ESUIEWS O.J/ FOR (SEE SCHEDULE ON N/f/,'-2C -- -- CONCRETE ANCHORS � Q 18 A LY3TBRC(S[E YOIiMINO®ON SRRT 7) SHEEP 13) NUTS O IY D.C. \ (SEE SCHEDULE ON SHEET 13) 1• 1' 1 1Rn. 1 4'.-10rJ 4'S.S. �NiU ty ----- `:l USING 1/4'-20 NUTS 1�. ___ 19 r EO 1 I EQ MACHINE SCftVS 1/2- O TY O.C. 1/2•- .250-Now. r`------ 3 a+ 5 ---- nU3 E.D!I 1� 750'Not. 0. rYot. L; OP110NAL 1 i L lo1 OR • ME•L CKDULESEPARATIN[o EETGLA1i QI 9Qi NQQ4H I ' NW.SEPARAipN TO GIASSI ( SCT•EOUIE ON SHEET If IXGUI�S--'i 0.��• (SEE SCHEDULE ON SHEET 11) '--. EYISTIM • ' ' G" HV WALL HEADER INSTALLATION vn L 1� HV WALL HEADER INSTALLATION + KEYSTONE r--- UW.SEPARATION TO GLASS EWSTING -(SEE SCHEDULE ON SHEET ItI 1 GLASS--1 • EXISTING t4N ule1 I 1 1 R '� LIW.SEPARATKW TO. s ' CLASS 1 Sn ell MA SCHEOIAE ON SHEET It) . �'-11 fell MACE AN1 p 910 fmpR n/m0:a® EXISTING CLASS OPTIONAL CLASS--- E. ' 1 •t, L 1/4. OPTIONAL „ :,�1/4-Mo.. E.U.• I O,R p E.O.•• I ' I ' 1/2' ___ (-EO EO Olt .----=rE-_- 12 T 4, 1/,Y_20r3/,•5.5. ,___ EO �� PNLUPS TRUSS I1FA0 \ -1/,'0-70x3/,-S.S.PHILLIPS LO MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 17 18 1.� 1/4'-20 HUTS O 12.O.C. -� (SEE SCHEDULE ON W/1/4--20 NETS O 12.O.C. CONCRETE AN04ORS (SEE SCHEOON SHEET 13) MIn. OR CONCRETE CBLOCK SKEET 13) ULE POURED COHCREIE REOUWED OR CONCRETE BLOCK -- CRETE ANCHORS WILL REOIARED CO, OURED CONCRETE_) HV WALL SILL INSTALLATION (SSHEET EE SC14)NEDULE ON 0 HV WALL SILL INSTALLATION OR CONCRETE BLOCK . WALL REOtARED HV WALL SILL INSTALLATION OF SECILGIIS' INSTALLATION DETAILS W/ 1-S ET 4 FOR TYPICAL.SHUTTER D. -EDGE OISFANCE • SEE L ATOMS OF USE FOR ASS (SEE SPECIFICATIONS ON SHEET 13) BODEON SHEET.19 HV BLADE 2- M TI MONS CAN BE COMBWEO A AEA �j W ANY WAY TO SU 111 R#I. ,_ FLWA BUILDING CODE Non High Velocity Hurricane Zone 4 ,.�`.E� 4/ •� 02017 TLTECO.WC 02011 EASTERN METAL SUPPLY.INC :1 SF •' BERTHA TM Accordion Shutter SystemL ECOiu�. A SS A HV. BADE JT W/CR W/O FLY.WNWN FADE i. Amarlaae Shutter Systeme My, zz��• j�Q�C TILLIT TE57ING & ENGINEERING COMPANY Ae®0010110E1. Inc. 1 R OLD 15-0850/27/11.— 07 27 o =• �• OR104`•••_a�.11, Mss ILK 31M SL.V..Jos,WIKa1A.CrAOOQ naRlN 311 / `O. ., Pn«.:(30SWI-1330.r..:(305)811-1331 4268 Wastroods Drive 7 DRAWING No AL�N�'''` -mss-u W"'I.an West Palm Beaeh, FL 33407 3 y 7-107 I�''�1 WALTER A.MUT k.P.E. 1 P.E. SEAL/SIGNATURE/DATE noRmA L..1 44181 5 SHEET . OF 20 POURED CON CREtE ANCHORS m 1 OR I uR.YPA303t T - CONCRETE (SEE SCHEDULE ON SHEET 13) i s 1 t'Oa a} REC1ARfr D - �_' .__.— SLAII f taI �! SAID ��� i s+rir s0 g 9` E.as JS�PLICAHU£ E GLASS i 1 „\ tt �� ALTERNATE EXISTWANCHOR O 1"` t( i LOCATION a 1 L=�� 3 410.3/4'HEX WASHER HEAD OF 310 tat TEK SCREWS a T2'aG i $ IF qg 3/O CONCRETE ANCHORS t i3 6 7 (SEE SCHEDULE ON SHEET 73)2. E 1 .EO M t t, E �:1 EDGE OF SW O' GU4SgxO_—: EDGE SLAB IF i i 1/2' L�1'- APPLICABLE E.O.- -E.O.• SLAB tr APPLICABLE FBURE FLAT NEAD CONCRETE ANCHORS py C E .0. CONCRETE (SEE SCHEDULE ON SHEET 14) 1 III aN O -_•... RE D FIAT NEAR CONCRETE ANCHORS REQUIRED 4 (SEE SCHEDULE ON SHEET 14) D. ROTsiDa °R EEu E.0. E. i1 TRENCH INSTALL�ITION �wT�� oxcYroR uP m+To, -�s PSf As.a �t BY FLQQR INSTALLATION t' O SCHELK—OVER INSTALWION DULE 4 PRESSURE RATING h FOR SPANS PER SCNEDIILE)3,SHEET i i 0, BY cxt LNG IN5TALIwA= "Paz"All E� , _ »�awii� - *✓ •--r^'-- soemm— SHEET 15CH�OULE 11/4'a �� aR t) } vat}J EXISTING t E%+sTutc T� -- i[a++oLasE oR IIs a PaEra I J4• --( GLILSS-- pmmot1019 7KSVL4 ItbKRS M/ �, Emma ` GLASS -"i�'v At[aepsM»J w 9WtbN ro 13/4'YYL LT6Epl3R'O 6' "'iGa SWLNI+� t0 t OG FOR W 10 8=0'EWN NO O t t 4.0.0 MR 5P M YRUR TIM 1/4` j N-w uP t0 Y-4'MAILwu"] MAX. , / 1 SDUST AT CAN FASTENER itAD 9ElT/Log fft a/Eh 3/8- MAY. '1JS• s oR 1 E 6.4 wASHfR4HEAD •E'04 3 j IXM.TTGwr e i �,. ux. TEN SCREWS.•t-i a Ir O.C. 3 _ $ { (14x3/4' HEX HEM 9 i 3 ____ i 13/B -_- t I•• 1/4'x-0OY3/4-SS Us 7EK SCREWS a 0'0.C. �' ..`., _ s ,O 3/ ;tt4x3J4'5.0.5. --- t tJ4' -a% 1t++-1O nUtS OR 1/4Y-20 S.S Y.S. CONCRETE ANCHORS t. 1 O 9"O.C. t1/2 W■. o tY o.C. (SEE SCHEDULE ON T Pf/tRn O 9'aG- SHEET 14) • ••• • ` -WAL t4 t(O CRAIM L i 7 IY4 i$ 1/2• t' 1] 1$ 2A0'kw w ui tRw LOELWGiM -- ------ '1.. E.D. su) SLAB FF `� _.t �`�014SOC.PSL SAS. _' ' '.' PpNSO cd+caEtE l/7f' APPLICABLE` CONCRETE MCHORS SEE NOTE 1J(b) SEE NOT£t](n) '. •. REwtaEO POURED CONCRELE ($EE 04JLNCREL E ON 014 SHEET I POURED COE� ON SHEET 1 . -.---E.D. OR CONCRETE BLOCK SNEET 14) OR CQRCRETE BLOCK ___..._.i.._ REQUIRED REQUIRED Q KEYSTONE 1(dUNTiHG INSTALLATION OPTIONA.- POURED �^l riV WALL EM INU E e�.TIQN © BY WALL WALK—OYER INSTALLATION °A""A'sm"A3A°VM°�"E`'�`•"'�°" CcMCREIE t1A1GLAA.SWt1at B r REQUIRED BY RAINUARQ INSALLeTIQN t� hU L J,RTMELfSOVABLE UxT+EN PETION WORLBEIEO NOjr �y •aN sr+�u OF<cCTpNc: •£.0. EDGE D15TANGE OR ENT T T4 AF OPERADLE EStt! BELADE An of ON SHEET 19 FOR 1- SEE SHEET 4 FOR TYPICAL.SHUTTER (SEE sPfCNtCAT10Ns ON SHEET 13} ENTRANCE ` INSTALLATION DETAILS W.1 () BY BLADE kl ALLY wAv TO sun�ANY�a51BAIL�nON NED I rF �JI 'c"",� fIORIDA BUiLINHG CODE Non High Velocity—Hurricane Zono 5 A. eM 02017 m1EC0.INC. V 2017 EASTERN METAL SUPPLY.INC. BERTHA HVn, ETTC o A.r 'u S nAn Accordion OR Shutter System L i 1Lv riunE�w/OR W/O 1Lv vaNDort7El1DE ty, : TILLIT TESTING & ENGINEERING COMPANY American Sh4ltOf Systeme GAVE W. Lc Aseociolicn. Inc. 1 OLD 15.085 n L BAT'. m/s7 17 0355 ILW.3".St.,Sts 303.NROM4 GMOM FtOr"3116 A, L1 wa.:(]OS)971-1530.1--(305)071-1331 426$ Wastroads Drive = DRAWING No ........ . a was...m West Polm Beach. FL 33407 a 17-107 I �'"`� �ssllst44,t WALTER A.mUT 4'P.t. SHEET rLOR"Ue./44te7 5 P.E. SEAL/SIGNATURE/DATE E 0 20 SEE-ENQ WALL WHO ETS 10 A 18 I um `f I�S'�LLLATlflNs VY f HV MD NOtEb off Loa«c aces .,�,LOCNBe o,m OUT I Id AFD AL7ERHNE W LOCK 0 dR 3REEt S. EXtST(FFG CU58 *#DUDE SUICK CETAL wr a VIPW M ALL BLADE NMATES, CERTE Wus Amuaum+Tnt amo °-0°-O•aO °"® (U •®" �D WAILCONNIMU0N I p•�oe�•�OII©.®a —E1IIsnNc cuss SEE OE:iULS ON ;L�i3 10 ft 18-1 t & •O'�yt�S 'O•�°� t 3 1/4- 0 1/2- t/2' a 2-r2-dlS'�0'-2 1 $ • $a • rw 1 • 5 - (aee3_mAaogxw �,y OPPOSING i SYMM- ETRYCAL ANCIE n/(21 i/i-A Ti?COII � ®• +� S A;RC tO CONCRETE (rovleDTTT»q b /10:3/4-S.M.S.O 12- i O FON,SEPARATION (4)f10.t/2-S.FLS.m - .C.FULL LENOHT. TO GUS3 AT rKN ANGLE.( f C ' Ijj •� //�* (SEE SCHEDULE �A I �; 1 w # 35* IAF (_S W ON SHEET„) - : t`I `\may• 5 1 , 2- �� �• ` o - - C� HVB {�p�auT� HYAat�W • 7ad1® iD*® E71iST0tC aJS� .-POUREO CORCRE,E OR ��„"'y•'"" •��'�a,a(�•O•�.—._„� ------ -- 7(���-��`L!•�°� •�- r iNC?E10E 810CK'Nlll fxISTiRD\l'.-�l•�°"l.H•�LJ°"�•�°�� SYMMETRICAL IN C'V-05��a�• •�°" +Am.�PwwR>N------- }� r— - —. ( suss $ , �a�• I ExisTI CE E T S 6 ��1 ;�. 8 ax(j' ►. $a®. q TO GLASS f + __ __I G1 ISS j T Op,p�y (SEE SCHEDULEW/ BY LOCK a(�. - * 1. INTEMOR +�$ • �'i�a}�s�$ dN SHEET Tt) , MIN.SEPARATION TO GLASS (SEE SCHEOULE ON SHEET I1) t IN air -----.- _ _— _----_-_ _�___-__- —__ • I a6T CONCRETE -` '- ..• \J 1 ANCHORS O 3 , �/(dye I . * °• ® v •�*, " a [7'A a U T a t/Y MM sucR L.r. (EXTERwR) 'c7 VF** HV--D OUT tF77fenArui�i�f'k. F H`L+VE— FLORIM QUyaNHV— ODDE Non h VelocityHurricane Zane nn rr 02017 nuEC%MG. 0 2017[ASTERN MEFAL SUPPLY. INC. `4L1L1 ��••••tv�V G.� � t7 M lu TrE c a�Kc. A.S.S,A. Accordion Shutters System i T* American Shutfer Systema W. ? OAOE itT W% OPAM 6..M �Q. i TILLIT TESTING#ENGINEERING COMPANY .t�ti-. {�j L,E F35S N.W.3.1R n.Si..M%V60M Comm namA ane AsGoglottgllA tf10. 1 OLD 1S iSa Hall—" wits o7 27/t7 Phan:(]00671-1530.fo.:(305}611-1331 428$ Wastrdads Drive x MSj� A`�Ns��1111' . 8111«a West Palm Beach. FL 33407 3ER �'��•,.aAN``�•• Wn"M ce i 44167 s SHEET P.E. SEAL�SIGNATURE/DATA e g POURED CONCRETE - POUF CONCRETE CURED CONCRETE POURED CONCRETE OR —. E�RET BLOCK WALL ' OR CONCRETE OR CONCRETE—.--. BLOCK WALL REQUIRED OR CONCRETE CO ELM WALL REQUIRED —�7- BLOCK WALL REWWEO EXISTING GLASS —EXISTING CLASS / r CONCRETE ANCHOR —EXISTING GLASS rr EXISTING GLASS ,i 16'O.C. 1— —_� .. MRs AIlN7XIN I.SFPARAl10N� �' ,--P[2*JMIN.- 0 — -S •2'MRI. TO QWMM(SEE _ _NLZ. SCHEDULE ON SHEET TO�W(SM ( I WL SEPAM110N It rOR Bl0C ANO ON SHEET TO GLASS • EO EO TO ON STEET 1/16 MAN. N SHEET 9® IT rSCHIoRa OEm (SBRECT EE 11 FOR O/DE mAtAD (606A 6)CONT. ON SHM 19 FOR 1/2• -1i roOR BM Emiee ON BEET 19 FCR AL CLOSER 1 gADEs®g® �� ION SIM 18 tQOR (LOCATE AT RAM IDg ED E.(LOCATE 1/2•. ' BLIM( 6:0 Eltli SIDE AT R SIDE !AN _..� ' 1 OF S) . 1/2'MIN OFD) � •0 USE 1'OR 2•MAX. /0.1/2•S.M.S. _----_-,%� APPUCABIE),(!•x1�/8'a0'-2' /IOat/2'S.M.$ _---- 0 16•D.C. ALUMINUM-^----� O 16'O.C. - q (fim-Te HLOIt).A WONEX,11r ! To q J (2N/4 O1TAPCON6 ANCHORS TO \ WALL AT 1.O.C.(LOCATE AT OS SSIDE CONNECAIL XT OR ®r OMER SIDE OiQ) OR\Gr OR EE DETAIL%FOR (b TO TRACK TOE CONNECTION �`OR ®w r�nO. 7 wOw®•®n SEE DETNL% ,t 6• 7 w 8 0 SIDE CONNECTION w 5• 7 w B .®n TO iR!{KS a 6.7 6 •®n •®r©•�©•®n TO TRACKS a 1 n®n®• •®n ®w©• ©• n ©•O•®w©•©•®n B•® ®'�©'®w ®.®n®•®�,©w ®'®w®•moo•®a _ o'er.®.®�•®w®'® o.®w®.®w®.®w®.® �•®w®•®°�Qn�'�A ECT ON DETA®2 O) END CONNECTION DETAIL O3 END CONNECTION DETAIL END CONNECTIOEND CONN N DETAIL(1, i REQ=0 ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR CEXISTING E BLOCK WALL q —EXISTING GLASS REQUIRED G1A35 ,} /10.1/2•S ------- TOGLASS� O 16'D.C. UKSFPARUIgI D CN •.. _ _ ©OR®OROOR 11'iOR BLADE AND CONCRETE 1/2'MIN. TSQEDUIE -------- _ _ ON SHEET 19 SDR ANCHOR o—� 11.BLADEmL ---_ -___ 1 oa OR t OR CONCRETE nADEsmd'QA 12'O.C. 5 BAMS0SHEET�® 't ANCHOR--_ I \ EO 1 O 16• ' tl I ----__ - r -ED. �pp®pR(qpq 2'KIN. 2'KIN. SEE AIIONS•Of USE FOR BUIGE�ON SHEET 19 0OR®OR(qaR(OR� ..114J1-1 � 1 OR ®' PLAN DETAIL X / 1Q OR ®' w®n©• 88-0-@- L_ POURED CONCRETE ORSTALLATION CONCRETE BLOCK WALL �n®n®.�©•®a, �O•®n®' '® REQUIREDH Y SLADE OR HV WINDOW .```O.O•®wO.O•®w ®.®w�•�•®n ®.®w®•�O•®. �•®w®,®.®•® CO CRETE -CONCRETE LO K END CONNECTION OE_TALI. 50 BO•®w®•®w®•®n A © w®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone S0101'7 TRTECO.INC. ®2017 EASTERN KETAL SUPPLY,INC. X11 :•�)trENSF' ' ��►' } A S S A Accordion Shutter BERTHA System -v �,,�J`� tLv MAX/1 w/GR w/o KV.IMNDOW Bt" .p S, IATi`j]� 2 TILUT TESTING 61 ENQINEERINQ COMPAtiY American Shutter Syafeme NL AIigN oAtc owmE 8r. L c. O .r•r4�L�` GUS I.w.3415.Kna , •.305.VLM OAKUM 11CROA 53, Association, Inc. t OLO U-M 7 27 I DATE: 07/27/17 PIn (303)6'71-1530.1":(305)871-1531 4268 Weelraods Drive 2 s/ONAI EN, N. \I''111 c-Mdt tIt—aa cam West Palm Beach. R. 33407 3 D17-107 7-'0.7 �. .• 0005712 W ALTER A TROT is P.E. L `�'�rIiIIII••• TUNICA Lk.Il 44167 S SEAL/SIGNATURE/DAIS 5 P.E. SHE10 OF SCHEDULE it 1 > SCHFMJ„E #A MAXIMUM SHUTTER SPIN +' OR "L MAXIMUM SHUTTER SPAN'S `L+" IMUM SHUTTER SPAN*"L+" INSU LEGEND (fl- . FOR INSTALLATIONS Wj � � OR 9.-' (ft.) FOR R "L-' (fl.) INSTALLATIONS _. �jE$, & or or INSTALlATK1NS W/ CONCRETE & WO00 t}L+:MNIIuOM ALOWABIE SPAR FOR A GIVEN rr13TFgMA7F MANSORY W/ ONE H,V• LOCK or or or & W/ONE HV LOCKS __-,,,,_ OW AS.0.OM PRESSURE RATING. L-:MAX.AllOWABIE SPAN FOR A GIVEN NEGATIVE HD LOCK W/ NO LOCKING RODS .1 ONE HV LACK or or DR W/ NO LOCKING WALL A 9,C. o, E. M. N.0, P, 0. AS.0. DESIGN PAESIUPE RATING. CENTERMA7@ 28gd�29 W/ONE W/ NO LOCKi G RAT S MOUNTING F. K & L R. S. &V. to-t- LOCK 30 YTT/TWO LO !ONG (SEE NOTES t,tf) (VAUO FOR vowtwa((}) PROCEDURE MAIMUM FOR RODS 35 TOP & BOTTOM EE SHE"7) FLOOR/CEILING G. H, 1. It. J T. U.W& X WALL MOUNTINGST(IOP/BOT O)OR RooR/cEHwc OsTAL1ATiQtiS 0 CONCRETE&WOOD MOUNTING RM CONCRETE & M GIVEN A POSITIVE A3.0.DESIGN PRESSURE RATING. Asa omw MUM fWALLATIONSMI.UGUMNO Aipot DETERMINE'MA10Mtllt SPAN 1t'FROM SCHEDULE. m1+657us tett MOUNTING FtaORICO 4PAMIG H GIVEN A NEGATNE AS.O.DESIGN PRESSURE RATING. (µP� NTINO I. ' n00A/CEtp+O y01RGIH0 (♦a/'�1 rLO�pR �UOUHtti6 OE,ERMINE MNOMW SPAN%-'FROM SCHEDULE. t - 1+ L- To t- L i L- 0 MAXIMUM SHUTTER SPAN L+'OR'L-'FOR 30 OR L 16-O" 30 t8'-Q' te'-O' 30 14'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMREO TO FINAL.MAXIMUM ALLFIGBLE SPAN IS EQUAL TO THE 105 psi.ASD.OESGN PRESSURE 17ATiNG. MINIMUM DETERMINE)SPAN BETWEEN 2+'AND'L--'. 3 4- N'-10` 15'-2' ib- 35 14•-10' 14'-IO' 35 1S'-2' /6•-f0' �r—�-- 40 - ` 14'-2' iS'- 40 ,3•-IQ• 14'-10' 40 IV-2' I5`-Y '+ (3)PROC£OURE TODETERMINE MAXIMUM SPAN FOR 0.5 1J'-1' 13'-1` 1 - 14'-3" 45 IJ'-1' 13'-1' 45 13'-4• 14'-3' 't HV CORNER CENTERMATE 03 MAY BE USED AT ALL COUBWATiONS IN£.WEN WALL MOUNTWGS 50 ,Y-5' 12"-5' 12•-8' 14'-7' SO tY-5' 12•-5' S0 12'-4' t4'-t' WMING INSTALLATIONS.LOCKING SPECI ICATIONS W/FLOOR/CEIUNG MOUNTING$ 55 11•-10" 11•-10" 12•-1' 12'-11' 55 11'-10' 11'^10• SS 1Y-/' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION/2 FOR A GIVEN POSITK A.S.D.DESIGN PRESSURE 60 t0•_2• 14'-11' NOTE/St SHEET 5. RATIM 60 it'_4• 11_4• 71'-J' t2'-4' 60 11'-4' 1t'-4' OEfERMINE: 65 10•-t0' 10•-10" 11'-1• 11'-11" _..� 10'-10• 10'-10' 6S 8'-5' _ 10'^t' L++•. MAX. SPAN RIR WALL MOUNTING INSTALLATIONS. 70 IO•-6- 10'-8` 10'-9' 11'-5" 70 tQ'-b' IO'-8• 70 8•-9" 8-4' L3+-MAX.SPAN ITR fL04R/CE7UNG MOUNTING 7S 10•-1" 10'-1' 7S - 8'-8' t''t EXCEPT THAT MN8M1@A SHUTTER INSTALLATIONS. 80 g•_IO• g•_Ip• Ip'-0' 10'-9" 00 9'-10" W-to- SPAN`L+'OR'L-*AIA MAXIMUM ASO.OESNG FOR A GNEN NEGATIVE A.S.O.DESIGN PRESSURE r y_6• gtg• 9'-9' 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR ANSrA1.U1TIgLS INTO CONCRETE RATING; 90 9'-3' 9'-3' 4'-Y 10'-7' 90 9'-3" g`^3' OR CONCRETE BLOCK SHALL BE UNITED AS fOtMt75: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX,SPAN f(R WALL MOUNTING INSTALLATIONS. 95 9'-0- W-9• 8'-2' W-10" 95 V-0" 0'^9' LIMITED TO +44.-72 P.s.f. AND 8'-0' SPAN,SEE L3-- MAX.SPAN FM FL06R/CETUNG MOUNTING 160 p•_g• W-4' 91-0" 9--7' too W-9' W-4' MOUNTING OON SHEET 7. INSTALIATION3. 105 8'-7- Y-1/- 9-9" 9'-4- toy W-7- Y-II" 110 B-4` 7'-7- r7'-Ir " 9'-2" 110 8'-4' 7'-7' ..� !n 't• ' A L�[' FINAL MWOMUM ALUVABLE SPAN 6 EQUAL TO THE 115 8-Y 7'-3" • W-11' 115 V-2- 7'-3' SEPARATtt}N (o GLASS SCI i4DUL£ MINIMUM BETWEEN U+•, 12+ 1,=AND 13-• 120 0•-0' 6'-I/' ' e'-9' 120 8'-0• 6'-11' (4)GO TO ANCHOR SCHEDULE W17H FINAL MW14UM 125 T•_70' 8'-6' ' $•-S• 125 7'-10' $'-8' ALLOWABLE SPAM AAD NEGATIVE X&M DESIGN 130 7-8" 6-s' 0'-1- 130 7••'8' 6''-5' MINIMUM PRESSURE RATING IT,DETERMINE wu3uuM ANCHOR WIND ZONE SPAGNG 135 7'-7' 6•-2' 7--9- 135 Y-7' 6'-2' SEPAi7ATtON 140 Y-s' S'-n• Y-s140r-s • ASTM E-1996 TO GLASS 145 Y-3' S'-g' s 7'-3' 145 •150 7'-2- X-7' ' 7'-0• 150 7'-2' S'-T 155 "7'-0" s-s" T-r 6'-9' 155 71-W s-s" t THRU 3 ) 160 165 6'-10' S'-i" Y-O' 6--4" 165 W-16" _._170 6'-9- 4•_11• 0•_11• 6'-2' 170 8--9- 4'^ll• 75 4•-7' 4'-9" 8-9" 6'-0` 175 6•"7' 4•-9 N V BLADE 186 b•_6• "4•_0, 6'-8' W-10" 180 6'-6• V-B* 185 6'-5' 4'-6" 8-7' 5•-e• 185 6--5' 1_90 '6'-4' 4'-5"- C-8' 5--8" 190 8'-4' 195 s._y. 4._r b.-S. 5-5' 195 e•-S 4,-W 200 b'-2' 4'-2• 6'-4' 5•-3" 200 6'-2- 4''-2• J��'. 205 6•-3- 5'-1" 205 W-1- N FLORIDA BllN,01NG COBE Non Nigh VelocityHurricane Zone" 42017 TIULCO,INC. Ei2017EASTEBN METAL SUPPLY.INC. i � A S S A Accordion Shutter System *: E C Q ellsA TLV. A.S.S.A. TRADE/1 w/OR W/o 1LV,www a" wur TESTING& ENGINEERIHO COMPANY American Shutter Systema 0311 oRun+ N{Py. b l." Asaoototton, Ino. 1 OLD 15-MS 727 1 wM 07/27,17 4- - x.".xu,.n.,a..34s,xacFu waoP+x 11LROA 311 0, .. r 1, �Pho :(3051671-11130.1" (305)1171-Taal 4268 Wealro6d9 Drive 2 DRAWTNG No •.,-,L++n •. V, '+4 .-.,wx t�917 .can West Dolm Beach. FL 33407 3 ••Vs�ONAL CNV+'° WMER A*asst 7+.P.0 4 17-'107 +•'' nmro+l Lie.l 44167 3 SHEET P.E. 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M[]O000pES7L� mmm""ERKE "mm m000G47Om®m0000O0OU000O0 mmmOOOL£]0LUmmDODOOmmm000OOmmm... mmmO40O00O00O0L!]E7 mmm0D0D0mmmOODA0mmmOC1OO[7mm[L]000aammm000p0AO00NOR 00w �mmmonn©sammmouunmmmmnouoomm¢�om000m®mnmmoOnnoommur� mmmnnnmommmnn000mmmvoonnmmmon000mmmnonoonnnnonno mmmoom0ommmoon�aommmononumm�►onoaommmoou0Ounn0000►v ' mmlononna mmm0000©mmmonnoo mmonnoao mm m►nnmoo 000 nommsa • �mmoonmoeammmv0000m>amoonc�nmmr9c.�poaammmme�©oonoo®[mmmo mmmoom0ammmnon©ommmonnonmmmoopaommmonnpon0000norm asr�monv0eammm00000mmmn000mmmoom000mmmpmo0vo ooUIED m►n�nolaoOmmmoonpommmor�ooenmm�nnooaommmnnrsloongnnno©o �m��i�0000nmmmoomoommm�onoammmm000nommmo�000noa000NE1101 mm,00©000QlmmO0p0Ommm000p0mmmm0O0Ommm0CFl0000000�0MM mm�p®�0ommm000Oommooni000mmm000aommmt�000OoonovuRUN o �mIKklVOm®moo�oommmv0004mm�noongm®m00DO00O""la 70" mmlam0000mmmElO 00mmm0O oommC�100oo mmQ]i7p0O0OA0OmEJ•Oi7 m 570OOpOmmm000v0mmmO0�0ommmaOOOommf�l®®o0o000Fd UM== ml�momovommmo®od�ommmon000mmp000saomr�mp0000000©�auoo mmmopooammmo® ommms�►v oommi®©00000m®�oomoo...O.Milan mm0m000vmmmmvv sun mmmmoomooOlnmA0oo0omm00000000nmmpoo ®m®Q]pFZ7AaommmE7mOOO mmmoo�oo7LTiov0000�6m�o�oo000m®!F]poo mmmo®Oa0 mmmnm 000 mmmvo 0o mm�o 0000 mmmm OOO AO O0OmmO " mmmpoo0ommmno0oOmmm0000om� 0o0aom�omO000nno►mmmOo� m 93M"=Wo mmm�p v©0 0O mmm o0 000 mmo00000 mm®00000 Homo®u®o 0 ��®000000 m®m�O000 H®m00IN8O m®©av00O m 0"000000 OO"OCIH®m mmpoo0o0®0000 000 mmao0oo�m00o000�o . Ov O00 OO unoo 0 mm1110oO0am®00000000m00a0o�moo0oo0mam0000Ov00omm000 ®mmm0O00ommmo00oommm00o0OmoO00oo0mom0000O00�am0000 mmm0 OO m m 000000 mmm000O0 mm p0vOao m mm 00000 O"""U"o ' m®o0`i"sio�ammoave�gommmoo0ooHIrn0000ooMm0000oo"HMM10oog mm©00000mmmoo ommm00000�m000000 ]m®OCfOOOOOOOOOO O �[OEM 0O moo0000mm00000Oo® o000om000000nmmmoo0o mmo00000mm00000�mm000000mm�i�io0oomm00000000000moo _ mmm000000 m m 00000 0 ®000�iAv 00000 000 000000 ao mmoA o o ' ®mmv00000mm0iO0OoO�1moo0o0oouo0o00or�0000000nouo0oo mmOod�0o00m0�000o moO�oomm0000000mmoOoO00000nmpno ' mvO 00s�mmo o00omm00000 ampOoomc�o0m0000000®opomoo m®000000000 000Ommo00000�pooO o�000voOOoonoo 00 BBoom0 00000000 m o 00 0000 0000 0 000a 00000 D o m m o 0ooA oomO0o=0aoOncoOmon==oOOQ10O0vooOm0oOd0O00�0O0M=M mmo0ivoovop mo=uncommon===== 00000 0 000 o4�00 0 0®0000too MINE 0000vomvvooii0i ®n000 m0oOEDHMM0000�am0 ' 1 1 1 y, . t I• 0—� 1 -- 1 1 PECI 1 TIO S ONANCHOR REQUIREMENTS:POURED CONCRETEOR10 C KUBST TES (SEE UM N53 E.9.&H ON 94M a&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS' POUND oulayr/m It Nom mm g7NgInE (A) TO COMM POURED CONCRM-(wit.ec-3 W) umm OE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4Y TAPCON OR TAPCON WITH ADVANCED TMREADFCRM TECHNOLOGY AKHM%AS IJ NUFACIUREO BY LAW.BUgM. to.le-3 L,) SHAH - t/4b y J/4`All POINTS sOUD-SEI'A7ICIIORS.As OtS1PoBU(Eo BY ALL POINTS SCREW.tIOLi&PECIhLTY COMPANY.(RIM le:J 41) N) a TAPCON - 1/4'•BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORUOA FASTENERS DIRECT.Ic (M91.le-2 WI) 30140150173190 120 160 203 JO 40 lO 7S 90 120 160 106 30 40 60 73 90 110 160 2ND T/IPCON WITH ADVANCED 1 4ti ZIPPER+AN04M AS IAA WACTUREO 13Y FOtYERS FASTENERS,INC..AND DISR6BUR0 Bf Al POINTS SCREW,BOLT&SP[CW.tt 9 4 1 12 0 THRFADFORIA TECHNOLOGY PA1lY OR ANY OTHER APPROVED LICENSED OR AUIINORIlEO V[NOOR flEG141ERED W1R1 THE A1VEI0AN SHUTTER SYSTEMS A5,• IATg9..IHC. Pa-3 Rtl 3'-0' a 12 to D e e a e u e 1016 e e e e u 12110 9 e e a 6 ALL POINTS SO110-SET (Ma1- ) DR LEM N 12 1019 B 6 6 14 12 IO 9 a a a a 14 11 10 D a a • 3 14 12 1019 e a 6 7 14 12 10 9 B B 0 6 14 12 10 9 5 0 6 a BLUE TM W/CAP NOTES' 14 2 t 9 0 7 O.8 as 14 12 10 9 a 6 6 6 N 12 10 9 a 0 5 TAPPER+ At)MNNUM EMSEOM 9 INTO POURED CONCRETE Of TAPCON OR TAPCCN WITH AOVAICEO THRUMW TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 0 a a 6 6 14 12 10 9 a a a 0 14 I2 10 9 a a 0 O.5 .ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/r. 4'-0' 14 12 10 0 0 a e ♦ 14 12 10 9 0 0 e 4.3 t{ 12 f0 a e • 4 >s A2)MINIMUM EMBEDMENT OF INS a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7 14 2 t0 9 a 6 6 4.0 14 12 t0 9 0 0 6 S 14 12 10 9 a a 6 4.a /B'INTO ME POURED CONCRETE.No EMBEDMENT. 14 12 10 9 7.6 O.0 as - 4 11 10 9 6 e e 0 It IZ 1 9 0 7 { ♦ttt 1A9LIUgNL OE ia[1011 INTO STUCCO SHALL BE PERMITTED. 1/4'9-20 SS,MALMNE SCREW USED SHALL BE 1 1/2-We MINIMUM SHOULD STUCCO 5'-O- 14 11 f0 9 e a a 6 14112 1D 0 0 a e 35 14 12 to 9 a a 6 4.5 BIAOC IR Sl[If t9 DOST.AND 1'M9AINM rOR LANES WITH NO STUCCO. 14 12 f0 9 0 7 4 - 14 12 10 9 3 OLS S O.6 14 12 M. a 03 S 3.S a A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE P NEL$•PAVERS OR ANY VENEER BE TOO ON THE BMW WALL OR nVol. , tt 12 f0 9 6 7.0 43 - 14 12 10 0 0 0 a 43 1t 12 10 D 0 • 4S S ANCHORS SHALL BE LONG ENOUGH TO ROkC1 THE WN SiRI1CTlRNE SEHNO SAID WALL nM a ANCNOI"SHIILI Be AS INWARD ON t{ 2 93 73 65 43 - - /4 12 10 9 0 7.5 SA 4 14 t0 9 6 a 4 3b NOTES Al]&A2)ABOVE rOR 9WAILATM ON V5M-SIDING OR OFS WITH OR W nKW MLVL STUDS CONSULT THIS ENGINEER.FCR I _o. 14 12 IO 9 0 0 6 - 14 11 70 0 0 6 6 5 t4 /2 10 9 0 OLS S O.3 NSTAl1A RTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.6 J - 14 12 10 0.S 7 03 4 3 14 12 0 0.6 O..6 4 J 14 I2 10 9 6 6 - - 14 12 1D 5 0 63 S 7O. 14 12 10 6.5 0 3 4 - (B) TO DOSTMM CONCRETE BLOCK-(JSTM C-90) 14 12 a O.5 ] - - 14 12 10 9 a 0. 43 3b 14 12 10 a 7 5 O.5 3 - 1/4.9 TAPCON OR TAPCON WITH ADVANCED THREADFORIA TECHNOLOGY ANCHORS.AS UANUFACTUREOBY I.T.W.DIMOEx. 7._0. 14 12 10 9 6 e - - 14 12 10 9 a 7 5 4 14 12110 9 7.6 S 4 3 - 1/4.0■3/4'ALL POINTS SCUD-SET ANCHORS.AS DISIPoDUIED BY ALL POINTS SCREW.BOLT&SRCIALTY COMPANY. 14 12 10 a O.5 4 - - 14 12 9 7.5 a 4O. - 14 a 7 &S ♦.5 as - - - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTIARE0 BY FLOM FASTENERS DIRECT.it 14 12 10 as 7 4 - - 14 12 f0 9 73 0.6 4 - 14 9 7 73 4.3 - - - 1/4'f TAPPER+ANCHORS AS MAAVFACTUREO BY POWERS FASTENERS,NC.,AND DISTMUIED BY ALL POINTS SCREW BOLT&SPECIALTY 14 11 7 Sb 4.5 - - - 14 12 10 9 7.3 OLS 4 - 14 13 0 7 e 4. 3 - COUPAFr OR ANY OTHER/APPROVED LICENSED OR AUTHORIZED VO4 M RECNSRREO VAIN THE AMERGN SHUTTER SYSTEMS ASSOC917iOTl,INC 14 12 10 9 0 0.6 - - 14 12 10 9 0 5 4 - 14 12 10 a 63 5 &a - NOTES: 14 12 O.5 7 S3 J - - 14 12 0 0.S O.5 4 ] - 2.3 9.3 a 5 4 3 - - O.1)MNOIUN fNBEDMEST INTO CONCRETE THECAL OF TAPCON,BLUE TAP W / 14 12 9.5 73 a - - - 14 12 93 a ea 3 - - 14 12 5 6 0.S 4 - - /CAP ANCHORS AND TAMER+ANCHORS IS 1 1 4'AND TAPCON _ _ MM ADVANCEO n*=FORM TECHNOLOGY ANCHORS IS 1'- 13 AS 0.S S O.6 - - t{ 12 19 6 0.S S - 14 12 a O..3 ] ♦ - 11 /2 10 9 6 - - - 14 12 10 9 7.5 4.5 - - 14 12 4 3 7 O.3 1 - - - - - e2)AaN9R1t1 EMBEDMENT Of 1/4'9 a 3/4'ALL POINTS SOLS-SET ANCHORS SHALL BE ENTIRETY WEDDED INTO THE CONCRETE BLOCK NO 14 ITA 75 . 4 - - 14 11 7 33 S as - - 11 8 O7 4-5 3.6 - EMBEDMENT INTO STUCCO SHALL BE PUMMIX 1/4-0-20 S.S.MACHNE SCREW USED SHALL lE 1 1/r LONG MINIMUM SHOULD STUCCO t. & . a.S - - - - 14 12 0.6 7 6- { - - 14 0b 7 5.3 . 43 - EXIST.ANO 1'MINIMUM FOR NAIL$WITH N o STUCCO, 1.3 OLS 0.5 4 - t4 12 9 7 6 4.6 - - 14 11 7 0.5 4.O. J.5 14 12'10 0 73 - - - t4 12 to a O.3 S - - 14 13 a a 5 4 - - 0.3)N GSE TINT PRECAST STONE'PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE IF ON THE E)OSTING WALL OR FLOOR. 14 f0. 7 S AS - - - 13 9.5 0.6 S 4 3 - - 10 7.3 S ♦ ] - - - ANCHORS SHALL BE LONG ENOUGH To REACH'HE MAIN STRUCTURE BEHIND SAID WALL FiMSHD.ANCHORAGE SHALL BE AS MIGTFo ON 1411117.513.5 - - - - 14 1.5 9 6 S t - - 3.3 9.3 6 3 4 4 - - NOTES 0-1)&11.2)ABOVE FOR WSTAILATIONS ON VINYL SIOND OR EFS WITH OR WATT I STUDS CONSULT TMS EHIGINEER 0.5 0 S - - - - - 14 12 S 83 53 4 - - 13 10 0.S 5 4 3 - - FOR NSTALIATHON INTO EES WITH METAL STUDS SEE SHEET 20. 14 12 101- - - - - 14 12 9 7 6 4.5 - - it 10.5 7 0.S IS OLS - 23 9.5 S - _ _ _ _ 12 9 6 43 4 3 - - 9 7 4.5 O.5 ] _ _ _ (C) ANCHORS SHALL BE NSTALED FOLLOWING ALL OF THE RECOUMEMATIONS AND SPECIFICATIONS a THE ANCHOR'S MANUFACTURE(L 14 10 7 - - - - - t♦ 10.6 7 Sa c5 - - - 1.5 O.5 eb 43 73 - - 93 7 4.51- - - - 14 11.3 7.5 6 S - - - 12 9 6 4.0 4 - - - (0 SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D. VERSUS SPACING Rt7/1T10NSIM FOR ANCHORS. 14 12 101- - - - - 14 12 0 63 3. - - - 13 10 RS S 4 - - - FO• DIcT N INS Ic cPACIN a Tlenmr r OR AkCH0Rc1 f3 63 4b _ - _ _ _ II 0 OLS 4 OLS - - - 0 6 t 7 _ UA)GMUM ANCHOR SPAGNDS ARE VALID FOR EDGE DISTANCES INWARD DELOW.FOR E.D.LESS THAN If•NOTCHED,R[OUCE ANCHOR SPACING IJ3 93 13 93 0.a 5 4 - - - 03 s- S 4 - - - - BY MULBFLYWO SPACING SHOWN ON SCHCOME 8Y THE FOLLOWING FACTORS i4 10.3 1 OLS 4A - - - 11 as 53 413115 - - - REDUCED SPACING OBTAINED USING FACT SHALL NOT BE LESS THAN WWW,SPACI IMORAlEO FOR[UCH ANCHOR TYPE. 14 12 - - - - - - 14 113 73 6 3 - - - 12 9 6 4.314 A�`IUAL 13'-0' 03 a - - - - - - 10 73 a 4 3 - - - 73 23 4 J - - - - TAPCON � � TACTOR 23 .s - - - - - - 12 9 6 4.5 4 - - - 93 7 6 ♦ - - - - EDGE TMCON iHRFADfWIT TECHNOLOGYAWAALL POINT SOLID SET BLUE TM I CAP TAPPER+ a 6 - - - - - - 13 9.O. 63 3 - - - - es 7.5 5 4 - - - - DICTNICE / SPACING 14'-0' 14 12 - - - - - = f4 10.5 7 0.a - - - - It OLS 03 43 - - - - E.D. ION-SPAM-J' 1/W.SPACW1i-3` N.SPACING-3 1/2' MN.SPACW-3` 3 3/4' 4' 10 7A _ _M 9 7 4.5 &5 - - - - 7 a O.3 J _ _ _ _ & F'OIEm OONdIIE OOtAlEE EM W POINRm & 1•l Ea•Y E4•J 1/Y MH.Ea•2 1/Y 1•L E0.•J 1/Y I61 E0..21 Ito1133 43 - - - - 0 O.3 t3 - - - - - LOCH flEIE IROCN CCNFREIE BOCK Hbl�ATE COIDETE BOD( 2 9 a - - - - - 9. 3 - - - - - •31 E6.Y ts_o. ,♦ - - - 3O. to O.3 - - - - - 03 a S - - - - BLADE WORKING 3• 1.O. 0.90 I.o o.7a 1.0 084 10 _ _ - 6 a 4 - - - - - 9.5 5 3 - - - - - jN UNISON ♦ 2 1 2 - ost t.ol.o0Qa a 3 - _ _ _ _ WE 0 4 - - - - - • 0.71 - _ _ 0-51l3 _ _ _ _ p O.3 _ _ _ _ 1 3/4' - 0.91 0.7316•_0• 14 _ _ _ 93 6 _ _ _ _ - 10 3 S _ _ - _ _ _ a 6 4 _ _ _ _ _ e 4. 3 _ _ _ _ _ 1 1 2 0.35 - - 0.35 _ _ - _ 6 6 4 _ ` FLORIDA BUILDING CODE onHi-- so"' elocit urr7cane Zone A LEI01 T// '' 02017 rtwco.INC . _A aC�� X2011 EASTERN METAL SUPPLY,INC. `i �,� N E, A S S A -HVTM *t� o 1 L E C O ENE:. A.S.S.A. Accordion Shutter System > FAV.OADE/1 W/CR W/O IHV.IMFDW/ELME �p American Shutter sttema r.x 9E5rA11HTR 9Ac 9RA2N er: LG ?. a l� * ; TILIIT 3ML St-0 & ENGINEERING COMPANY O 0 °'�'�' as" n•�- WAawI IRmws/toaW Wal Association. Inc. 1 OND 1s-Was07/27/1 DAEs 07/27/17 Ph-:(305)1171-13]0.F4.:(395)071-1531 421118 Westroods Drive 2 DRAWING No - It/, / �RIDA,..\a4(b14,4` 4--4:8-OM8�0.9 can West Palm Beach• FL 33407 3 Z lr.O.....EE.NG 111 wKifA A T0.UT Ar.P.E. 4 17-107 P-E.-SH1WJ9�b12�/DATE /LORIDA LR.F 44187 5 SHEET 6 13 OF 20 I I - MAXIMUM AS-0, DESIGN PRESSUR /CN1 ll SHWEER SP ' s A ' -- -- -- -- -- -- (SEE U661011,169 ON SHEDS 16 a 17). :5� U B :!E3-r l= SOUTHERN PINE No. 2 W% MIN. Gd0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2'MIN. COX (p. S LICE I uA0INA1 DOUGLAS FIR W/ MIN. 0-0.50 W/MIN. Gd0.43 W/MIN. G-aw PLYW000 W� W/MINQ�Q FIR SOUTH W MIN. G+O. WAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNO MOUNT T WALL MOUNTINGS CEILING MOUNT T as U. N. O & R *RMR MOUNTINGS M. 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E%CWM*StE NOR 2 BELOW. -SPRUCE PINETWORL50111141 YW000 V/0 APA)MDA) 7.ANCHORS TO HOLLOW CUM SHmL 9E AS PER VMMnA4 E U.WILD 17 ANO SIVLL CO,RSW7 a LAA SCREWS AS PER NOS 2015 SPEG11CA171 M ANdtOSpS E1WLL MAR m1ID ..No ALL OF INE R[COICIANC PONSµp SPtCE1C11M83 or in tttttrrrri���„y' FLORIDA fuLDING CODE Non h Velocit Hurricpne 2ono 111111\�'••........,•••�,. dt017 Rl1Et0.[1C. 02017 t/STERN IAE7AL SUPPLY.INC. ;•• �.10ENSF•.••v�� ,u * • 1L E C O �E6�. A.S-S■A■ Accordion Shutter System _ Antedcan Shusteralema Kv.9AOE fi W/OR Wjb KV WHIM DACE ,ILUT TESTING R ENGINEERING COMPANY of I Lt O + All, .SSS RK 361' LL,1130 les•wOM almOM noNON afI Aaaoolotlons Ina. I a0 WON I am o7/2J n Pnon.:UCS1a71-1330.ft.I(5os)a71-1aa1 4288 Weelroa176 Drive 2 rSS••••••••••••••••\at 1+11 >wAa w ni rt✓.nldh `P.[. Weet Palm Ill FI. 33407 2 DRAWING No =.��NAL E� 1 rcoRUA Lk.A rtte7 P.E. So(E/S16i4JYlY1RE/[U17E SHEET 67-1 0 INSTALLATION DETAt S O STI OD U GS H ♦ S P C BLE MM.-M TER SPAN L+ OR-L—_ EOR INSTALIATIONT INTO -MOD _WITIJ 14V BLA I ONLY SHALL WALL FINISH ff_Lw= TO 105& gf. A.S.D. DIESIGH ERESSURE RATING, SEIE—SHEII 12 FOR UAX SPAN & . ._1 L•f TAPOCN OR . • ,�-� - YAPCON WRN ADVANCED ' t/+C TAP A OR 7 THRfADUABON WITH B,LAQE(j) AA)WQRK1UQ IN UNISON t'ORti TECHNOLOGY ! APCON 11Yn4 ADVANCED 1HAfA0fOAN TECHNOLOGY _.. 1 11'wn.P[NETRAnoN .i'' r wWjaota IjNE A F(sEEE SitQrO E at Stt(fT WCADD MfA TO ExISIM i NIU SIANVA" Of'TNRfJIOEo AREh To ExiSNtO Y(000 HFADEA., _.,.. iji•h10rD/U'S.S.MACHINE 1 SQtDUt ONt&41 • '•r (SEE SCN(OUt,C ou SHEET Esj d1ir.� SCREWS tYj Tj4'-la NifiS 1~—n EOR I#ADE 1� p /2'O.C. t a4 EH+F1iT r0 tpl 9 EWISIM t OIADt51@a¢D as t EWtTsSIR I ntRIR. yf'.itDxlTa — � ETaST0i0 MH. "TINGit@i. y 2 i4,WOOD 1 QR& 1 2St4'WOODtAPCOH OR TAPCON WITH ADVANCED i HEADER REQUIRED, ; HEADER REQUWED ExISAN6 I Ill.STPAWaION 1N{EAMAN TECtWOLOCY W i 11r I i 1 1 1 :1 N.PENEIAATION Or 1WEAMI�AREi4 TO aIASS--i To IiAST3 tSEE �J MN.5[PARAIKi+TO CLASS - t = EUNEIa WOOD MDEA r pup BEET EXISTING f_ (+jEE SCNEOUt[Off SHEET If t'+D SCNEOIAt ON SHFEi rSj E fOfi9+EEOTI9�ORa CUSS---i ^-!^— .214'CONT.Sit MATE fif" t ITvoEs m&© N�TALIATION t �0 NV WALL SI • N Ill/ WALL N£AD�Q,� (�)I{W WALL FADER MALL AMM T MN.SEPAPATION TO OIJSS ! , t HW.SEPMATXM TO CLASS ! '! Ili— EXIT y EXISTiNa �' (SEE SCHEDULE ON SHEET 1 t) t (nsTtH6 ts([SCHEDULE ON SHEa u�• G +1 1 ° cuss- 2'R4'CCN EEr•cHEDU%CSEPARAC 10 EEEGLII1 '! wow PLATE {SEE SCHEOt1lE ON SHEET tl) tlfG'ipl JI'S.S. ` E ."'``-• i LU DINS + 1/4'0-20L3/4•S.S. ti REoa. 3 HACtME SCREW$w/ 1, i o iii'ac's NUTS it 1/4'-20 NUTS O 12' E -� WALL i. 0.0. '�••�. 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ATTACHED TO SHU0.R IN MW000 TO BE ATTACHED To STWS RH ACCORDINCE ACCORDWCE IW1H SECTION:Loa of THE ®IiV WA ,.�j ii.,�INy,3s)jTtOt+! a u[uyTtllaHs ar u of VRTH SECTION 2300 OF INE r-O.C• I.B.C. LEE s dW SHEET ®HV WALt��iiLL tNsTAL TIOr� FlC>Rk)A 84NlDR{G CODE(Non N'h IN METAL Hurricane INC.a zone 4t;di��"i� T/ �� O2aa MTECO.WC. m2017 pSTE'1AN METJ'A SUPPLY.INC. 441�[' . A■ ■ t■pT. Accordion Shutter System 1 i L.1 E C t3 r wc. wv MACE 01 w/CR W/o KV WWW WZE i, / __4;.,*• i P1wn,: American Shutter Systema 111lHT TESTING h ENOREERIKO COMPANY Aasootallon. 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