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HomeMy WebLinkAboutProduct Approval RECEIVE-D ' �9 1 701 COPY Fm'1daDe-Nrnent4 BCIS Home Log In f User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff t BCIS Site Map q Links Search Busines�` Professional j USER:PProdubkApproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C.:. 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1215 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 12/31/2017 Validated By John W. Knezevich,PE [r Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI FIV ACCORDION CI NONHVHZ.odf 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 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 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 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389_R8 II A.S.S.A.INC_DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S A.INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" 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 r other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Imits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.$A,INC, P.E.R. DRWG. 15-085 HV.Of p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S S A INC DRWG 15-084 ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A S S A INC P.E.R. DRWG 15-084 odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Nezt Contact Us::1940 North Monroe Street.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 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 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: d;Lu"k SECtlri1V'•t 1'77!7 L`S GENERAL NOTES: 1, BERTHA.H.V.ACCORDION SHLITTLR SYSTEN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.GD.)HAS SFEH V:RIFIED FOR COM?U/NCE W ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. CESICfi VL,IND LOADS SRkBE DETERNIAiEO.'S PEP,SFr(ION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIOh1 i LFACTOR Kd--0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A-S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. 1N ORDFR TO VE"IFY THE ABOVE CONDITION. ULTINIVS1 DwIGN WIND LOADS DETERMINED PER ASCE 7-10 SPALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA-1: W BLADES n dC BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE 1N/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER Tri V--pirY .HAT COMPOTIENTS A:110 ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOr 0`/ER STRESSED.A 33 X INCREASE IN ALLOCJABLE STRESS FOR WIND LOADS WAS YA_�iI USED IN THEIR. SYSTFAI COMPONENTS 1-20 SHEET 2 ANALYSIS. HOIAEVFF„A WINE) DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 9Eai H.(H.V.ACCORDIOIJ SHNTE4 5'rSTE'TS ADEQUACY FOR MND AND LARGE MISSILE IMPACT LOAD HAS c%EN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTS ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -M:BL.% ..= ;0_'14:0!-^<.rn715af A3. 11'-C4.01-05.6121401-Os,X0317.02-06,s0a:9.91-10 AND¢'9210.01--11 AS PER TRS-201.TAS-202 AIM TAS-203 PP.OTOCCLS AND As;�t E-ts�16 AREA 2' F"✓ RI1t)F�1 AMD HV WINDOW BLADE ISA AND E-1996-,ANDAPDS(M!,-SLE LEVEL D,WIND ZONES 1, 2&3)&#,1220.01-10 AS PER TS 201, 203&203 PROTOCOLS LARGE MISSILE WHERE APPLIC•ABLEl 111 'r,;h:,^,'ii&APE :�:j•-"0505.01-08:,.S PER_­'m E-iB-a4 ANC E-1996 (MISSI•.E LL'VEL I),I.-J-140 ZONES 1,2.3)aASIC PROTEC70P1 ONLY AND j 0725.01-88 AS PER TAS 202 PP•CTGCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 n ..... _'_.`_'? A^.. F. z' '/ B`_:.DE G. l- ]Cl`--RF-D TO WOR:(^J UNISD'1 W7T11 E^LH OTHER UNDER III IE GEfESS'L L:ATA110NS AND CONDITIONS OF ISE INDICATED ON SHE.T 19 INSTALLATION DETAILS (;-M. CONCRETE/BLOCK SHEET 7 I la, -^. CENTERMATE DETAILS HV SHEET 8 1 3. B:i?Di/.H.V.ACC^RIX(%ft PINS (HV:iCRFI�G), USED AT BLADES MMUCKL.E AND FOR DIRECT MUUNr CONNECTION TO TRACKS SHALL BE#14x2.75'AND 114:11.75'RESPECTNELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS FIV SHEET 9 _,N,�•_ES 8ILE�CFcr:S iii Tri ��:si'rte D 51:.E1v�Tri A'IO i8G kvi TcriiiE STzc:i:GT:I. -:EIS Si,!L BE COI.7r_U:JTrn BE 5/D.hL'ROSHIFID CQAFiILG SYSTEM S MANUFACTURED BY APPROra CD-,7L•G APPUCATCRS, REC-TERED�I:TTH AJJER'xA SFTJTrItR SYSTEMS ASSOCIATION.PUNS MUST BEAR THE HV MARKING ON THEIR HEAD. EiL]CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 - ALL !OLP;!;;iFJ:=•;iNUS!C:;S S11!J-EE ALCRJI?ILIA!ASSOR'�ATICN ALLOY AF;D TE'-iPEP.AS IA:DTCATED Oft SFRE2T5 2 A40 3.bIW!:dUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Ii AND 35.7 ksi FOR MAXIMUM SPAN TABUS SHEET 11 6005-T5 ALLOY. ANCHOR.SCHEDULE- CONCRETE&BLOCK SHEET 12 7 0 DL G7�Si_+_ -134 O;X18 AI:iI SEPJES^R COF:F.sii0nI Rz`IS'A..'TT CO;TCI CARSOH ST_J.A,F"1R 011 GOOVa WITH 50 ksi MiN.7-.E7D STREIIv"TH AND 90 ksi MIN.TENSILE S -ATH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 y?ND SIALL-COMPLY.Y/FLORIDAON ORIDA BUILDING CODE SECT2411.3.3.4. ANCiHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. TO .7E:STiZ A-S37 CALV,s!!"ZED Si70_OR A4.V 30+OR 316 SERIES STAINLESS STEEL WITH 35 Tai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- 1.1/000 SHEET 15 I7.SEE T`;C FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE O: 12,13,14,15 AND 20 INSTALLATION DETAILS W-R,WOOD SHEET 16 hV BLADE IQ&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 -.1,ISH.V.ACCOP.DiON SUMER S+STEM B'':S A U.S. PATENT#c'779432. OF THIS APPROVAL ARE COVERED,IN'WHOLE OR 1:4 PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN I METAL SUPPLY,INC, A.aFA�. HV WINDOW BLADE � ONLY 9. .T SK•,_eE IIIc.ie:,T-Jr�.15'JJtI'CF iiiE .tr(HAC.OR TO VERIFY THE SOUN`JNESS OF THE,STRUCTURE'hHLRE SHL•'CFER IS TO BE.ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CJWLK ALL 9;UTTT COMPONIINE EDCE-S'A'LCCH REMAIN,THRU F/SITNINO IllCONTINUOUS CON!'ACT Willi THE BUILDING TO PREVENT WIND/RAIN INTRUSION. I TYPICAL SHUTTER El.c^JATION SHEET 19 1 F.y}1 UNFT 1':157;;["R FcRLL:!._r USC'.'N A VIS151E PUTT MIM'tl.CRNNP NTT;: F)UP09;FDiaDS OF MIRRICJIAIE YFA',,,;:WGS HOMO OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CEhiD12i+.\TITS AIM ENGAGE OR LOCK ALL HV AND HD LOCKS. At�EJj ')= M1 VANDOiV BLADE�ONLY t 1 S;Iii`; SIIA I.5-iOCATED ON A Fes::•ELY VISIBLE L!ks.r'i"i AT ACI'O:tDiOH SHUTTER W ACW:tth,fRCE WT1H SECII(iN 1710.8.5(k iLURi(Y.'I BUILDING CODE ONE(ABEL SHALL BE 1"iSTALLATON DETAILS, METAL STUD WALLS SHEET 20 ,OM1-,ET{Y OPENING.LABrUNC TO COMPLY WITH SEC'ON 1710.8.2 OF THE FLORIDA BUILOWG CODE H.V.A''__RI'UO°!Syo-.. N-S TJJ 1A'.ION STUL' COMPLY 1,91TH SPECS INDICATED SN THfS DRAWING PLUS ANY BUILDING AND ZONING RFGI_;LADONS PROVIDED BY THE JURISDICTION WHERE t PERMIT IS APPLIED T0. TILS P ED. PRc,+REiI B'Y iH:S a;rNER IS G^cN04C AND DOES NOT PROVIDE INF0r7JA?ION FOR A SI SPECIFIC PROJECT,i.o.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. _. . __ I"' =1_1PI'.CTOft TO BE.FE:FICNSISLE FOn 1HT'SEU__CTK)N, F�URCHASE AND N561LLATION INCLLriNG UFE SAFETi'OF T1i,S PRODUCT.EASED ON THS RED.,PRO'.iOTD HE/SHE DOES NOT DEVIATE FROM THISjDRAWING SHALL ONLY BE USED TO TF;E CONorro,:nETA:LE)ON TAUS nOCUIJENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RLSPONSIBILRY. I�OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CO?IS,�RED INYAUD IF ALTERED BY ANY LEANS. (d)S�SPECIFIC PRONE%, S.'ILL BE P;RE",RE0 BY FLORIDA FcGiST7RED ENGINEER OR ARCHITECT WHICH'i11LL BECOME THE ENGINEER OF RECORD(F-O.R.) FOR THE PROJECT AND WHO WILL BE RE rCLJSPAE FCHR THE r';-:OPc L'.',.OF TIE P.E.D. E:GI'IEER O:'-'AEC^;iD,P.C11NG AS A DE�CI.-fE0 ENGGJEP.TO THE P.E.D.ENGINEER SHALL SUBMIT TO TFuS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I (•) GF_CIM:!.RSD. �JIILL BJ?THE DATE AND 0.^.'_JWI_SE"!_AND SO"LATURE OF THE ProFF_`SY"VL ENGINEER OF RECORD THAT PREPARED R iZORfD14 SUILL7lNG CCJE(_flor Hign Velocity Hurricane ane �R VAA�- B 2015 EASTERN METAL SUPPLY,INC. t0�c T; FBERTHA HVTm rkccclr ion Shutter System r �'7'" ^:ac, �.` r"Va.�F3 M IL`/. F�`1 W/OR W/0 HV.WINDOW MADE Vn01.1:an S11U7°er Systems D'SCRIFDON DATE DRAWN BY: M.L :,A-z TP+LT TESTING & ENGINEERING COMPANY y %]'• TE Association, Inc. 1' OLD 11-192 4/13/15 DAZE: 4/13/15 OF a1s�K.W.N3eu.sL,s 303.vu Dlwu DwDF1 s.FLORIlIA 331 i�.Ti'•-A 4268 Westroads Drive z %� Com -- + Phone:(30571-1530.Fa<:(30571-1531 DRAWING No ```-- : � fl:6Te..0-1com West Palm Beach, FL 33407 3 """L"AO Gxn-"` WALTER -000671Jr.P.E. s SHEET NAL ENA. ,ryp 11L� FLORIDA UC.1 44167 P.E. SEAL/ �I&RE/DATE 6 1 OF 20 �. 3Y NR RUUlo11 HAOE VARIES 1918". 1.491• h C 66 q5�% \ o e', !'�D� R 0_454• nt 0.u) l r o� _ 2 4.371• 4.38.5• 9 r ga 4.999' •1 �----�-_ .3751- m HV 90 L180' STARTER ] HV SOLID RLAD O_ (JHV UyjVeRSA!.. A o COVERED UNI)EF�TENT # 5458179 HV BLADE Q e e QUALIFIED 5oT5USE W/ HVALLOY AND TEMPER 4 QUALI®EDEFOR USEDW� HV �\ EIV l:IR1DDE! ®LADE 6063-T6 ALLOY AND TEMPER �ry . 'SEE U#.11?ABLADE 1_TIQL:S OF USE OF BLADE Q ON SHEET 19 60 - EMP3ry ER ,124_ Des, { 6063'T6 ALLOY AND TEMPER 36" .5 .22 700•J � ) I 670" - 2.670• 3.556' �`- ,99e• -__-E79 iM0� 71 .670" 2226' J 072 h/ �842 I' e-59T o o I a2 815" 2.09-2• N 7p' �;1 n n -- 0 HV ADJ. ADAPTER VLIP 4'sas 125!4 5� 3 5 C_ 00721 I 1__ L-3.:26 - - QUALIFIED FOR USE W/ HV i� ��°�b�7',$E.,K=QV.�R. RACY r r, � n TRACK ( UV:uc li) OUALIF!E!) FOR I F.w w i HV H T i:GNCFj T.r-iC3C :5" _ -j ' o L:3Ct. te.nCt� 6063-T6 ALLOY AND TEMPER BLADE`7� r OUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 606.3-T6 AL L0Y AND TEl7PF;? BLADE J ONLY V+�j- N�MRP BLADE(J E053-T6 ALLOY AND TEMPER, UFIED FOR US 6063-T6 ALLOY AND TEMPER NI VARIES of 1.936' E 1 1• 1.975 I---�' VARIES i.93o' :;-T5 ALLOY D 1CMPER _ 1.917" w C35�Ud3" .093• .09]' .•^93_ � � .125• .700" .060' _ o •�a .093' .093•`o .060" 670 y, .050' .060• vy. e/L�`pl I 670 1.6d_ 670 3.520_ 3.520' I - 870 .2 r '_ °� ria rilclq� \ .� -�.- 7r o C:"�I.-1"13 �c : 9- �(�_,i ��.,`_.__ ��Jti�Hll_C4:11JNG WADER SILL - 8 �- QLIAI.IHFD FOR USE w H7. bLADE i ONLY �y�- �,,,.•L,�n C 74 Ftp WALL HEADER�SILL OrJ;d IRFD FOR IJSE VJ/ HV R.ADE(10NLY, 60E3-T6 ALLOY AND TEMPE gIIN_!F!_ n � SEE SEC11ONS FOR VAUDITi. SEE SECTIONS FOG VPIjDI'ly t UAI-IFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ARID TE"APER TI % y 0 COMPONENT A B T1 T2 i % 3' 0 Y t " •MAX. ' 1/8' 3 2' 2• 0.125" 1' 1' O.O6Y Q 2 5 M . / I ' .0 30" 78 2' S MAX.,0.192' 0.192" 9 SIDE T+Fi-FlIAR-LlG�L�E':.:"HV L ALU1ai�va iiio,a A�IGt�C_C V' 44 CORNER POSTS 2.5 Try,. Ilp FOR BLADE 1BLADEL E W/ 1 6063-76 ALLOY AND TEMPER. ®6063-T6 AHOY AND TEMPER 2' 5'MA). 0.139• 0.f3t' 6063-T6 ALLOY AND TEMPER O BUILDING CODE(Nor.•ion eig�1 Velocity urricane Zone tL7p_e � ;.i._w. 0 2015 EASTERN METAL SUPPLY, INC. �A�•�4R A. Tit C!r'';� _ BERTHA !F wTM F rl�?I3 tY q:m d s' tL'n 0i P Shutter S�S9 P x n Lia t { f/ I � ` i ,p'F c �'V/. E r <I 4V Oft W/0 H.V.4.1UC7N F•.F 3. - ^.-. A�CiD>^:n�.R 5!fU!!,., Sy5}9RI5 R'-;:� �~DS-IaPTioN DATE DRAWN BY. M.L. ';• lt�.r✓fel' T17i;T TESTING & ENGINEERING COUPANY I STATE OF B 5 N.:.36c.1 SL,Sh.305.4 -COVENS.FL7DA 33,E t rtTS60C16$IOTIx Inc. OLD 11-192 4/13/75 DAE 4/13/75 _ tem:(305)a71-1530.Fat:(305)871-1531 4268 Westroads Drive 2 DRAWING No Fl OR10 ` a-mail;6liea C d.- West Palm Beach, FL 33407--0006719 s 15-085 ED Sr A�``\A�``` WALTER A.TILLtr Jr.P.E s N FLORNA Lia B 44167 SHEEP P.E. S��AIU1 S1GM1E/DATE e 2 OF 20 — --4.576' .929' 1/ 20 DE w .745' 2.293' 2 293* J45' .334! A T':�DED HOUSINGSOMEX 1/4"-20- 5 - ONCED PAINFED S.S.M.S. Cs' Ei *61 1 A62' .32 fj KCr5(x ME: (CHROME rLATED) ------------- L FOR USE R"'a I W/ HV 8 E(�)& IDA 875: QUALIFIED FOR 4E V11 OVALIFIED FOR USE W1 HV ALLOY AND TEMPER R MIATE BLADE T& ON BLADE C!)& (0 ONLY. 1�1.32 Y FW _571 14 FV_LNK ;R S -ILD "E­ 4 "; I;." ��' I — Qu, F{)Iz usc -"DEC 11 A ONLY Hy C RNER CENTER T_ I 2111FIED FOR USE W/ HV BLADEoNLy 250"010 2,614' 6063-76 ALLOY AND TEMPER PLAS7.0 HEAD w wLDE 6 SCREIV S. IFT--,RrvEnNc BEFORE PJVETING 4 A L L___1A n�_Z,h�0 �VJES A�L74NV��(2024-1-3 A110y)L.%W-,�.N';E THM S-hW NLIT:W:T.PART 1 0620,AS MMUFAMRED By AVDEL TW-=,.M",PPElY,HEN JERSEY07054 OR EO1V_' FOR Hy AL�LErg�'*�A "i, 60E,13-Tr, ALLOY -OR CIUAI_fiFIED FOR USE W/ HV BLADE 01 ONLY Qu�-1119Z_D FOR USE W/ 111V BLADE QUALIRED FOR USE QUALIFIED F USE W1 HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND W/HV BLADE OONLY. 6:Ax:(D Ou"Y. 1.917 1.917' -15 3.161 .06.4 2 3. HIUM RN • .4-12 U �IJN , am _YLiN _j LAI f '<_Ef CYUNDER 063 06 DER OR O.V15,Lm 1 .125'M... 6 !:Ll OQ�i-QRIAATE W/ iLec'mm'- FOR USE W/ HV B LAD E C1 � QUAI H`1FD FOR USE W/ EIV BLADE(!�)& 6063-T6 AI.Luf _1 TEMPER 6063-T6 ALLOY AND ftet'R ;11) CENTERMATE'S 1V MIN 41J LFIED FOR USE W1 HVE3 E nl & Q�) 20 V4,tiACErAc &� '. 3/8 -16 .130 6063-T6 ALLOY ND TEM I REWs. THIJMMURN CYUNDEF OR KEY NOER LQ-QKiNG (10-2S, �4) HD 1-375-0 01 x.011 C"iV ,�4_'._0-20 AiS� 3G4 BY RZ�,04 HAROVARE MC99SE LOCKS SEF'.'ES 2.333 HOOK DOLT LOCK. 6023-Tr AND TEMPER "!�ERIES S.S. THUMBSCRI A 7/1C' Hril-r, T M NO Q;3 R.E IN S MS QUALIFIED FOR USE W/ HV BLADE 1(` UUALI�I­'J �:OR �,'SE HV E'J\F,E I &one 10P P�'D� UNDI�' 21IJUNC CODE'Mor, .1 ig,-i Veiocity IlUrricone G 201b LASTEMN NL#AL SEIRTNA HV _77— TM ,� uAtiel ;zq A E; uz W/O it"t aX)E kni "��sir sn 'TE ENGINEE;6'J'C- rovPA'N-f i _r� DP;"Sy 11L. -Socl -5 st'.W�%��N,CARDEN$,FORT-zzll Giloa, Inc. I OLD 11-192 J4/13/151 DATE 4/13/1 (303)871-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 03-0 10,1111111111 ER WALIA.TUff 006?19 Jr.P.E. A u_ 0 V0VOID (.c.#44167 5 #R-EET P.E. SEAL/SIGNATURE/DATE FLORIDA I 1 6' 3 OF 24 SHUTTER ASSEMBLY SCHEDULE FOR 3/8,orl q, 12"MIN LE CE HV (40 TO BLADE p �V 41 Q HV BLADE 1 r90 A625- W WI WW BLADE .0625' SQ;MQu_x_x HV BLADE 1A �LL BLADE'S '0 OPENIN IIV LONG RECESSED NYLON BUSHING KNUCKLE .0625 G KNUCKLE CZ, (T`ip) 3:r� -g �j rl IV SHORT RECESSED NYLON BUSHIN6 i Im AT RT lot'-] R, 00ERM 3750- AV NYLON HAT WASHER (0 OR 3 1 X x -303 SERIES 1//02. 50 HV WHEEL CARRIAGE AJSI 302 .4. � @4 J 0.870"x3/15" THICK 14YLON WHEEL. 2 7/11'MIN. CLEAR 0.30 L_ .315'0 PARATION Z5.7500* 0.1d,3"9 ASI 302 SERIES S.S. RIVETS 1 .0626"1.0625' ': I EXTERIOR OPENINGS 0 3/r HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTE t ON CTTERS _7500' 4z I IN 2 3/4' ACCORDION PIN W/ #6 HFAD AN Q DOW' I jY.,-1F­AL _ti -AT BI Dc POI_YCAF_b0;:;,TF IMPACT RESISIFAI'T AV 'AIN U07 HV WIND0W tl DETAIL 3 � -;0 A/ or 1451 oz jT -AAKROLON 2.103 POLYC All, AXE RLSINS, UV STABILIZED GRADE OR SABIC M IN.NOVATIVE PLASTIC LEXAN 103 RESIN 2T.MIN. t I ' 4. kj"�pPi (SEE NOTE 'F" ON SHEET PV(11 HV r1l 01 OR A T '(1) IN' Pit, 40. SHALL ALWAYS BE USED AT ALL EXTERIOR 1-17 1 I,-- (3:� POLYCAIRSONATE SOURCES FOR I:CA,1 STIM W/ liv(1) OF HV ACCO'�D!0'4' 5 HV (1A Hv PIN 0/ OF, 1(2) HV PiN (g, MAY 9E USED IN LIEU OF AND ONLY R.OR BLADE'S KNUCKLE. 1;.N,'J(:K:C3 07 ,iV A.CCOPDI11N '_YSTEM W/ HV(1) -o 3?n-_ BLADE WHEN C^RRESPQINDING TO INSTALLATION '11'. SHEET 7. REQUIREMENTS, Gln C;,a: TYP. EJ Fuy� AT TIELD k3DA 07% 12.500 ps. (3) HV PIN ;g OR PSTU),� -1 )W1 1/2' O.D. 1/16 THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, LIT=_ is r­/o 17—mv. SHEET CO) ------------ r�E e1.*'-':.tT�t4`tycmrs" L r 1[A. r • vn<C h51D' .*+Td OL1t3 X7.2 X -5 x �JIHV A.ADE & _AfYj__1.Qj_)W BLADE DUALS I N.T-S. ----------- rr 1 r 0 2015 EASTERN METAL suppLy, INC. VTH Z vs! HV.D_J':,:Ld W/QR W/O FLV. 4%W)Yel Ek.ADE 7" 4 TI1_'_;T E—­1N G CCVPANY 4/13/15 11 AssocIction, Inc. 11-FOLD 11-192 4/13/15 DATF, FATZ0 W5,mica'.Cn-vu!S,FLORDA 3316t Pt.- (305)871-1530.Fcx 4268 W..t;o.d. Drive —DRAWING No West Palm Beach, FL 33407 15-085 N' WALTER A.TILLrr J,P.E. ONA L RjDRIDA U..1 44167 1 SHEET e-PG 56 �0 EB- 06719 OF 20 LP.E§tAVL6q'00U\RE/DATEL 'a?3TEi; Cr1 3V ?,7 SAD T S: ��°��' _ CA � d., . :'i4 y u b i.; !�'" )+_. ' SHti1 BE USED AT ?/2 OF SHUTTER SPAN F OR ANY S PAN HLOCK R INSTALLATIONS Y ORV12N0IOR PA: FUR SPA::$ UP TO 105",AND FON E�PTAFJ LO_ INSIDE OR D'JTSIDE LOCK, ATTACHED TO OR UD� 7 i C�•QLR6'FdLS:7/(2j 1;"t.'m--20 >< 1'2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOOS; SHALL BE AS INDICATED ON ,-f��--I--�_� --_�1--- _'JJ I + TYPICAL SHUTTER ELEVATION. _\ d y 11 1. � U J�I7�. �OO - 'n� •I TIE' ' F"A �� I Ii l +�I'1 -5 i •.Stj>I S s1;, L1'.i _i:;; DES>tC::. FOR BETIER PERFJR!,"CE OR rOR SECURITY PURPOSES. UP TO TWO HV I �1.,,.'. .`�:� `(I-- �I.�fI -- I v~ II , i 'CC::S �y- GN�•c 6V.Y"" .y AC '+:v •NS!DE Or, Ot1iaDC LGC+;. :;ONt1ECilON U6 LOCKS TO CGPG tP.f,64TF_S i I rI LO Oil SS1OF BE AS INDICATED C !NOTE(11 ABOVE. r � � LO;;AiIGEv Ol'LUC�{S StvALL BE ::DICP7ED ON TYPICAL SHUTTER ELEYATIOPL_r_ ! i, ..'.'.cT;:' :•dam: .t9 !, �:!�'i>rf.Ka! i!a:.,p"-;xi ^_H•.LG,_ s„ OR Y. uAfdI�.LORY ;rP'+Si. I `; .I I ii 'I_ ' I !I ''Y/I .. E iar Td•t�-- .��1�_r LGCKING RODS AFc NOT REc2UIRCU AT HURRICANE POSITION, BUT MAY E .-'C,PA....�ii II I' ! II 7._: li- F S.. o ys°•4 II II .I �, .I [e. -�._ `E;. f BE USED IF U _ -C ENrJv.CE SHu.�!R PEftFOHMANO� �CLn4^1G RODS 5 OR AN ALTERNATIVE DEVICE c.�w w�v iJ II I �I Yj t L+1,"ALSO 3c USE D AT STA.CKING POSITION (NON HURRICANE POSITION). 4. ONE:N LOCK,2-2 0r 125`-HALL BE USED AT CORNERCENTERMATiS FOR ANY SPAN !I 1 II 4it II I �Ii ('�� r: I:ESTI i4iICN A7 1'; E ✓:d'iOG .y !' _BI-IV LCC USrED. AS AN CUiSDE OR INSIDE LOCK.D HEAD S.S. M.S. fVLO CKNG RODS DS AM,Cku TO n CORNER 1/?m-20 x 1/2LCP1G t;U FICOi. 4 u- J L.?f J - LJ_;: &-VLL S .r.?.JLTED CN'YP:CAL SI IU'fl-[R EL, T:CN. 1 1 UT FE SP,�q _.L411 BE ..TERA FD A.. ER SCHEDULES OYU ON y:ECi 12. f 1 ff iI t _ I I I f II -7. I 1 fi ..T-r •� Lw Iv,i a L'ac✓ K a v �� .Y it f a. I ( I :;I I •,y c -T -ul f , 4r c .,S C�- d0 C'n OUTSIDE JLOCY AT".CHMEtT I ry I IJt If'u n(i)'tl—. 71-___i�—�t1i-T11 �.P I ii II I it jl 1!1 ?:f$ ! G 1T c ...T' c —5 4? L•% i14'--1Cc3 Ubt. E ."�ii 11 - II f i •1 i T 'j 7- II I' ., II ii! I li II i c ! a /5 r u -u. ov .J.3 AT 1 I ;A "\ R c•.•: _ /2 n! i urTE PArs GR rao i LOOKS T 1/ 0- H.1T'ET l{ rvi ONE HV LOCK Q or or SHALL BE 11...t.. I I i 11i � I f II I! I IST c�._ir••� r_ i+,-�-+—..�,5�+��,'_.1�'"i�a"L'�1[�:.a " _� � � I y I 1 1 Ii i II �� 'I�'�ii q �I I°Iihfl III 1, I. Ir I I' 'If I I II Il lil�ll I I I _S..�."1 "/. U=SHUTI'it SFAa ; -'.'1y'PAN oi!f12'A3CbL i L---";; 1/2 ;'o- SI:W ER SPAN FifR SP.VIS U. — 7036`,AND FO-R !NSTA!�-ECN' T nlvi ELE:APOY� LOCK K c:��or MAY BE USED AS AN INSIDE OR It ' 1 i CU•SDE:ACrt, ATTACHED':OSr Q,SAd_jE7pIVL CENT RALVLS Y1/ (2) 11/4'-20 x 1/2"LONG FLAT HEAD S.S. HSS. uC;,TUTN OF LCcX SHALL BE AS INDiCATED ON TYP;GIL SHUTTER a.EVATiON. USE OF LOCKING RODS CO UtLCTIOrI IC I •I, �., �-. r y ' I 4 I 'SR .,N'J_BOTTO:i IS COMPLETELY S 1DAT0 r_. 1 sxz= TS 10& ✓U b lv' L! �,f' 1' � `.� �: , I F n _ :w. "✓ v .� I t 17T.`�v .I'" ,rYC AN' _ ~a P ll.: _ s nr r.r,DPIFD T _: J T T 1 !J -S 1 1 (':(hi( -`;rq�,Lt•-p_ I ON -.Li.J'P 'F µ1 r {O R 4Y BE !1_ALLED ff Lell ui i-A' LICKS r�OR FOR We SPAN ANI! - _t:) I -- ' Z A7. c 0 ;c B- ^c{T ; 110 C --UISCE- CCK. AIIAC«id UIT, I r/_, -('' i. v) '::'t" 1J� r 3 4- i S� IOt '1�Y SHLEI U, vki CH !lU�l 5E i cJ a- I \ .1 r kt'TES J . ..411 1/ LLy S.S..,5TH a _D D LT 41% .'/8"2 x 1/32' . (✓«�-�o: 1 7 a'c �8 R'mow. G,.r. ld4Y fic IN tALIID AT MIDSPAN OR 12" i 3d .,7 C 5// /- to : 5 I''10 if fil.0 ;�_„-••r , rr. ,,?YDJ_^ Aga'.A-,0 .:_f C, S.S. USE OF TWO LG..L,,, 'ODS L�TOP AND ROTOM IS MANDATORY. C.EN)"R;_��—cJ_ O. 7t_..L R .1'E HD LIC,, L.^RL USED !•t UE'J OF r , 9 r•� 7 11 -1)!, S`IALIn J IS it tilt::R TIONALTERNATE FI,^. LOCI 0 LL:Y 3c USED 4� �"_' rY Ci LT94 / I L t O c _ T^,�- s "a x B F.H.S.SJ1S, AHO WCLUOES ,ITS = C...,�-`iT '`L'1'+ JN FICIS L'-1:•'9 AND Dr fLJ,SHEET 10.LOCK MAY BE INSTALLED AT I .o:'9 J. 1 IS C^,1„LID:,.(OPnON.A.. f 15 1 ,TJ �J°rlii�u C�uL''To^ :`aT ::eiccicy :_urrice e wore= i^ � _ _ 1 ��- ' Y ��f• da i.'?T Si')Z!Ltf'.�� t7Tr�t'd.it3t t ti./.-?v,' Y.Y. w..." _w ...^mar St,u'"' �tii•Urns = 4 __1 TEST,,AG a c,wu.c ... ,..._ p �'. :"ATE C� aas::•a, y s:<.:as.•.v c:.,.c: c:c.s U.Is"On. Ino. 1 T O:.D I1-1S2 @ ry_• ; "'`Gj 4265 Westroads Drive Qom- DRAWING No .^Fw•e (.305)A71-7530.Fe. (30�)e71-1531 J�yo S —.1�!UR'�`-� ,- \� 0 ..1.— i West Palm Beach, FL -33407 ` _ 15-085 ��_—. NALN � WORA ®67 1i,6E FLORIDA is SHEET P.E. 'Zr7A M URE/DATE s 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE REQUIRED 1/4"0-20x3 4'S.S. CONCRETE REQUIRED SHEEC 13) j REOIIP p CONCRETE ANCHORS 11PACt{INE SCRE445 r..CONCRETE AltiCtIORS j rb �'+7�1c7 a �R pNE fyLE�roulu,n+c Qon SNE 7} ISEE SCHEDULE ON 1je'-20 (SEE SCHEMttE ON SHEET 13) ` / Sl{ T 13} NUTS d7 12'O.C. r / 'Mit., ' �/_t / ?roR i 4 / �`�z F 1/4'0-20x3/4"S.S. i/ ,('M;,. ' _ t"-E ..Co::: MACHINE SCREY.^i :r J� �->_ WING I/:'-2U NV: -7�1 v.+ / rr /� ,.-.?jli_ _moi!€ 250'11- fr I- --w;--�L �fi , 13 nn r�J t/../___L_µ� (�t 'J"I 13 on 15 I y }% ri 2..:,' 3 _�. � �/ ' (� i}, r p,Lj1 aRRRJJ7rq7 �� - J? OF ORAL k+ I ^ E%ISTING 1 w 9fF7 Id rtst I If , 1 it:, L n�„ST?hrr, ($E SOHEDVLE On S-t_E-T 4 G{kycc�.f �t �`� !s i MM.SEpARAP,ON 70 CLASS 5� P '.'✓ i P§ I -(SEF SCH£Din_E:ON$HFs t i E EXISTING 1 y S ts:c:i_.� �lsl:�ti_ii� t3�#,�,'s!.TAU, TI to 7+w;-L HEAE !??STAL�fjJQ c �3,-' �� �e-y-•q n ,- .r7 SEPaQvTtON T.,GLnSi a�a_.. -�! i t tum_S_AFUUtE ON SH'ii II ( 9t =it•'f S V';m.SEF^ ON TO GVSS 1 `� y CI M t 9 1 hffi Ekak.1)t ;--(SEL SCf{L6,1S. asa xt� in B_=J e s'v. 5 I'J "T'- �' T -- ! r /AlJ Ai - 1� /I '� o,taraL '�i 41 R i�ti EQ -eQ-j d f F�`�-.,_zor,j:- t.,. ; EQ- SII LIPS TRUSS HEAb �' �,/ /\/� 11 I ,1/4'0-20x314'S.S. HIIII:S £'^3 t3!`� L`n L, 5Cr''_ LHIX- ,.,_�• / 1/� O NUTS G'17'O.C. t' \ 1 r l%4'E �NUTS C rSEE SCHEDULE ON .)^ 1 //`/ ,./+I' �1 M,�. '')vf D CO^,CRE,--' S _Ef !3j POURED CON' c._I ". i,/_-^f Jv/ / F+ ` Cit CONCRETE 9_OCK 1 OR"UNC�u-.rl Cyt r � iii/___..__111777 �rICRETE t::CHORS PEOl4RE"0 _ 5bi�. bSi=�3:ALi�',3tC1;=! -f, l SH scH�a.zE rk� ( ;HV u',! L L S!b-..�,. LNSTAlL4Tli'N ,PJURED CONCRETE_/ SHEEP i4` OR CONCRETE BLOCK WAIL REAefiREO ..�• } fiiLl- 9N-5h L - SE SHI-V F r I ? �. fj' D�i:r4,l i-� 'it f I I IaS;F+.!�. i E 0 G Rt CE i { —LI.IIAIIONS OF USc FOR •+� f- � � I 2- .IOU IC.O SECTIONS Ca. B w.,3i•rEo I (EEC E ._O t 13;, � � �('�ON SHEET ;3 1 � �`� S L ,{D IT ANY WAY____TO SI I,7 ANY INSTAL!AFION. I } .. ` ! _ -_ .r-- ,r::,1u,.,.'. .. .._y—. �?i� w l.� x: ' �'� :�eioc'f'+ aurr or•�`� /••' � +� �'M 'J f_U I3 ri.SScRii AtCiitt SUFi=LT, i ""' a s3ka a - r,.-aFi. 3 ?:". .E til"! s` 9 f i!, 7",T.�T::I'x- [ r •J/, -- + qh z i ..f7?fli'1-�"'S cyTyga 'R87Yi3 ,:.,,. DATEoeam Crm u do rn !N- t,C , s^ sta !.t\:t:. .;....,. }.1 , ".LD i t-1 92 y�: 13./ r,. 4/13/15 PF..... .5.0 c, .,r \ _.,.c,� 4:'n. Ntestmads Drive s --� JDRAVANG No ,� y ''......-• V'�fi- <-mall:tRraciaol.«t West Palm Becch, FL 33407 s 1,— s EB-OG0s7,s — 15-085 ��hn/ONAL1 ,egx'' WALTER A.TILUT a.P.E. SHEET P.E. SEALJ ��NATURE/DATE FLORIDA Lie.@ sats? s e 6 OF 20 POURED CONCRETE.ANCHORS --- r—' -- CONCRETE (SEE SCHEDULE ON SHEET ))APFt1CA3LE ?+ aTo;uQ;A%D"Ea(ssFLTOR + , ro�' ° RECUREO -i oN EXISTING aa 11 FCRffD.vaGthSS— (SEE saanu}� rjfanEISTING ; t 7j � YFO�{'/ - , AITERtWTR1 '!__.... I+..� i i i COSTING) yy �? / LOCATION li; is r(fl I( y t t OR t 3 oa t 5. J 1: L 6t, j HL.WASHER HE* j c t4 ./n :i. T X SCREWS ) 12'O.C. /1 1! / EDGE OF COrIGREIE ANCHORS i..r J -SLAB IF C �7' (SEE scHF�uLc CN SH T t a> E/ Ec� /f / ArPucae E EXISTING i , i/^. /,�/ r / f f' `,%• �. ' EGeL OF GLASS--. ei x,.jEDGE���/ /f/ i' �'11 V �, j/ / : SLB IF �` i i` / CF / / Ar UCi1BLE I, j �,N,t'PW.YTFi: p g9g '4'-PL;(:diTF / {.rl: [1�"!/'� r/ —Ra.E IF � It..G_�_t�/ �L F Tc5 pPS5{2T C 5 Y//j f' f/ f�y `i•� /i/ /' ea I..ABIi POURED FOIIRED- _ GFLA, HEAD CONCRETE ANG TORS �N¢xxE CI sxxr )iT ^ /r/+�/: J- /I � ._,/'.� L.tl.=-- <:itNr,RETF 1 POUP.E:,-.' t_ / 1; / CONCRETE F IED ('-.SCHEDULE ON SHEET Y �rN sisET 10 i k i -" J CH CA CONCRETE { ,`.f// nEOUT'�w, LFLAr HEAD CONCRETE ANCHORS R_OU R 1') _ E. . tESCHUitF ON^iF"T '�) B l`3�i.���i��.P� 19'�.Jr�r�tt-��I�� •--- ( 1 a,�sp >a -r V q cm3 T f z,v .t rAJ.IC1 ONLY FOR UP TO+70. -75 °SF ASAh r �> 3;V FLOOR INSTAU-A 'It N T r: ae�uae. RATING x FOR >PaNs PER a -!Q h"V CEMARG INSTAI_I�r'�i OM - SCHEDUtZ$3, $BTEC TT , - - r t ,` _ + (SEE SCHEDULE ON --iG -r- i 9 1j--p`- t/i"� PCYaNfIII T"IEADF/ 7 I 01— 1 s { EX!S'1Nl:--j 2 EX;:TIfJC SHEET 15 / L { �,1.f D[..^.5._-- ✓' -u 7 GLASS , 1 9 i If 3 -t^ca J vmrzc i$ r 1 k;I' ir4� a.,--.{{3 �� a .:J .a,•ten a: -lr-s ig'1 ��� t 3(< >+'N.op..T. a)r c�cf_3 My d ! C tort s`7z L-t ^N i,i d1 1 �`itf I ��--/ 1 .$,_(•E 0 L'TO 8'-C ,F^- s !P JL gp w �� !�I f}i7'il �/V/ • �� I/ ?r/ + I �o �?tq ,(1W(ASF,11 S£P / / a a 't§. „r i U" L._„ _'- _ 10x3 P.O( I / 0 ( FLri L ,,ccam� 'S at 1 1 ( '"� >� /'' E.A.'^2 1 ,I ,M(fAPGt<; h'J '.fE” I� ' W a >, .,'-. itI I' i i_ HE7i?Ly;a`) �.�/ � ..it r `'Q F.1,Py T ! ---#' 1 7,..-.�,. ._ �_ __ J •I ,� i / BrxS$ f'UCc•ir.SvlAPtf-^'`A.� T � .( G. 12 iEY T C:•:. Gr .. v; l..,, +.:�• .:.� '1 w L..,_.;rc,(n=Ov :: i. ....�T}��_ a-C.G, � /: .� .tip=r�� t,�(r� °a Ir�at,.,. � �Ki:- �.�i'�f% =car-_o ns _ !!L� C / i c / r $�� omnNc muN s n clv Lv 6 , / ,(t it 7 a�4 B f I f s },�( �,;. .� C} .�? (L f CF 1$ T' ��'.i aiiN csrti tract{nECUr'.;r,E EDGE Of /: � �/ t F.H. EA ; s1u g - �vw C rn. ccs,r re 33 f' + CGHC:_,E MCHORS S in7�E 15 aj GF ....-REGJR&1. i CONCRETE-' ;SET SCHFDt1i.F:+U ON SHEET 4 PO a _E NOTE 13(L) UREIC CONCRETE— ON S.HEE�t OR CONCRETE BLOCK SHEET T4) } - ' .EOIIt'3E0 CONnvFTF BLOCK tl GFi i _ __ F_tiRD •- U'Y -_..__...__..., _._._..-- I l , r:__°Y'fF t�-�Y�Y;•Ls _.Y:.I A,�:r.h 1,�7i i 1:Y i.�'SiUA..IST �w Y Y.Evili .61-.T2 F+' �..�� �) in.;a ::gLK-Gi+ErZ IAkNAQW SINirE3i SPAN a•-0- � � �'. ,..,Ts•tvUAr D ItdS i ��"IGty i � +y(�^�� p hOSE vGMs c �1 ��- Ev- E ONCE T REMOI AD;E»ErJ vF�FORu D Y c ,t ? 41 LIMffA730N5 OF LISE FOR Sn`4h.r•_.. GA°SHE,1 131 O E E� :O Ori e?F.i!F.F,i.'" F ... i J R tl t t f -i''., .� r 3 rs J n 1l'# Al pp51 i �b ��u��:..._ � f" � �,� „ N MY of O SUIT A77r N"T.L1TI�' t t..Ul171. n^. r:a s �t IY � .i_....,-_. Ji t.'J .',F I r `. I.,;v; c"i�y a,.`rrir,nre ,.Gt,v � STM i• .-_-.-. � _P ..� '. 9 v � - :t. r''>E�� _ s.,. _�-�'r r i .. {-i .9 1..)� lYj'�..L�C L��JL�S Ib ;Y u ""'�l' /•. F ' �9's9�+t tT r'Ta sh Sy StfRfIIS ..,/'7 tat tP fi'''r e .t.,_.1 1Ga,'`iG s w;.iOi4EEri?;G iTr�Ai:Y j '" E'^} ..`•rscxct=TTan care o umr_n aa.. ! `STFi'IE LSF :`` {c.•c:.�r r-t. 'c,se.Sus.v'uai.w cu<c0+^,.rLu:�c.:w,;e� .3'.'a OGi>a'r3o:a, :fk.. f�- OLD iT-t9[ ./t3/I° DATE: 4/13/19 (x,)871-15-V.Fc.•{31,3)137°-1;31 a 4"2.68 Wcstroods Drive `z--'--"— F..•. C R �� DRAWING No 8719 West PaIM Becch, FL 33407 3 (� f+,,,S1DNAt ,ri WALTER A.TILLK Jr.P.E. 4 —085 15 SHT tf Sfu�NA1TUATE U.d 441 EE P.E. S RE/D c E OF 20 ,kLTFRNA.T,:' INSTALLATION W,RV "T" LOCK 0, V R ,4T 7 �JA ES 8 a �'�N T�FR M A�E S 8 9 sc LQaS_FFKS_(_2_A_VL_(j) HV_BLADE ;i lP,�-_:z7`A­'_LATjQN Ll) HV SLADE T, w / HD CENTERMATES S&FWAnNQ��6'DNL ;,-n= UNIM (D�07 Va lle�T� -1 TO_CRM -------------------------------------------------- 2 0) p Pl�CTnIJ iT FA 1/1 T AT 1"LTa f4L J.. V''I A r 3 2� CNI'l It L 'F4�SZE NXZ, ,1;7 K, 1 1/2" S.S.M's. E., ;D I,IV (19) 3-6 Q�) C7) 60 C7 u.—C. r FLOATi 4G ST?�C'K !J�'14" :Ll- y t�l 2u Ek,;.ZRN �,m'Lf. I�N,% __7 ml V. .,J 11*,lvr�,�;:, s,n z t ft r :-fys )Ms OF �SsotlriHnn, Inc. -Lq 11- 4/13/15 Plz­�:(3r3)S7l-l530. 2 No 42.68 Westroods Drive West ?aIrn Becch, FL 33407 3 Ea- 15-0 'ALTER k TUff P.C. A 1 85 P.E. S it FLORM U..j 44167 SHEET OF 20 POURED CONCRETEPOURED CONCRETE y r POURED CONCRETE OR CONCRETE ,--POURED CONCRETE POURED E BLOC fE OR _/� � R,EQUI ED BLOCK WAIL BL CONCRETE - ' \ �� L7LOCK WALL P.GOIIIRED -�--Av �1 6LOCK WALL REQUIRED ----- -_- P,EOUIRED / j� / BLOCK WALL REOUIRC6 /�/�—/ / I G,.3 � / / � I EXISTING GLAF3 ' 2' Mi EXISTING GLASS CONCRETE a,\C:IOIY---tt1 / EXISTING G!.ASS C � / �. - I-^ -I}- / -2'MIn1•-, 1 - TAN.SEPARATION ` t / I/ ,_I., •+� .e:TO u"uLr s(,:-, Y/ // / I ^;L�T;':iGI f^:. �l `. i I wN.sll;4AI(4 q I rO.Wt�:1�E� ( tO n_4SS(c T / - tt FOR MADE tO Mm / /I SOIEd 9.E(W(WEEf // I SEEi I GIJSS(SEE 1! 1f RCH�l0.. CN SPEET / I „ � 7 rat �r�E O am 11 Fes:(3 V;i l ID I C 1 1/16'.3"R1AX. Cr;�-:�T 79 FCR 1 J 11 Mi. 2'r y1 P,r91 6063-T6 CON(. .7r CV Lt E_ S .2 --- i ( ) _- �T-} M t/2/ J. \ , w 9 rr 7s FOR (V%M 19 FDR ALUV UX QSF, _ d1C;n8:!' 1 2 , •._ i i'I D,'aia-�,t�!A 7 <=1�FIET3 SIUc�..y \� `W ✓� I'IATE. 'LOC.4•E / 1 JIL OF SQ) I AT EITHFI2 S UC Lllr s-3+ i ,ry-, OF(�) I UU L _j^USE 1"Orc 2'MAX. 1/2'rAIN, _-- ---- 1 r - ------- 7Y7 (';k�--_—_—_ (AS:.NILN ABI.ANGI1/H"x0'-Z' ± ALU'.IIPIU]I CLIP A1:rJ_E r> r' ---- t p c9 16'O.C. / 1416,_ 150::T'a ALLOY) AT IdIDHE!^/rl, � I 4."o.c. - ------ ` _ Too& Q J _CE DETAIL X FOR WALL AT 1"O.C. (;OG:TE AT / �•- �- -J. urn p / ^SIDE CONNECTION 1 I O '` I ;,.r r - 1 >< .GR- �•i I; +i f -r mACKC (l r to _.I ! ���3� -t/) l_) Q4+ 5 = 1. X (fes•. a r - lu I.....r'S L rF 1 no J .rte. _ L.. � �' -�•___ - "� �g_(�,.ty.tb.�.-� .I �: CI. E. 4) "ice 's: C J C?.G�.'(sl a a <a.!CR^EZ,s, I� �. y �•:' _`.tfr ^Zi' PS �.T1CtsT rl�ra - fin! a 1 - / / ✓ Pu D rONCG:,E OR -•,� � ���� i/� e - -7� �/ l.11•ilR TE BI(1L'n 'rr i. 7` __�'r)•- I �/ r I EXiST�VG GLASS r.'>S_ i4 If 16 C. h. 1 1.(fi1 5 jOR 1 GcIii n_ t -'tFi ! �•, TT'r. I. y1 . cA :In GR y j ER OR I 01Mpc a + AN I / D.C. ED j a / ?.t!N. z`,,ly. % e o SEE l al^ o of ws FOR L VIED/ Y 1 �` I _- _._ _� �! BTAGC`yv '�.y;;,=, C:i n;IC O.?f / - P �! /' U�� i i ;1 R Ute•�'a,) I 'r_ _ DETAIL ): Cl_ —__ � ) .... �._-�-.�. :CRGE LR —I )y v H ` u"`•_ _ _ _ .__ _ (rit. (�j /__ S r'1�J-IHL �!IV.�7 ( H .FTE ALOCK WAIL HY 1`' NDCV7 L�ai?F iN i o �2 2i1 QD. �•id i3JA! 1 _ _ _. .r• - "1=1 r.,'_t!ti�..49f?.1 �b - - - -- -117 ',; I fCODE- k, •1P: L,R.}1 f­111, °J 2u 1:5 _,TER l)ETtL SUPPLY. du ^ `IVE ,�4 J - - U Whl..t"._: :-:C :.rPo,riY ' j1 �.s53t'0.21:.+r �d'i... F7_7 I -QLD 11-19�- _tl31 a 15'C4T'. A/15/15 - _ ,. 3 ate.:.�.Y,zt;:\C';�:':%.f,�.:�`.. +' _ _ —- — t j1'P fir: P Pr. (aO,-71-1570._�::r;a: , 4'158 Wesrroodz Drive r'i-�r ICv'TiIPJG No U ' t�R!I�" �'_�`• �-rwI ulfcaoDoa.ev,a Wesl Palm Beach, FL .33407 �— .�5-®$ �S/ONAL'i o"`. 'HALTER A- TIL j,6 �9T --- SHEET P.E. �t(N ATURE/DATE I s 10 OF 20 SCHEDULE $1 S Hlv3 SCMEDUiE rk3 MAXIMUM SHUTTER SPAN" OR "L-" MAXIMUM SHUTTER SPAN* "L+" "MUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATIONS W/ r83. OR 'L-' ft. FOR INSTALLATION LEGEND NOTES: CENTERMATES.® &q)or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ Vp TQM \ CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN D ONE H,V. LOCK ® or �or or & & W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or DIVE HV LOCK or®or OR W/ NO LOCKING L MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&@ W/ ONE HV "T" W/ NO LOCKING RODS WALL A, B, C, D. E, M, N. O, P. 0, ASD.DESIGN PRESSURE RATING. LOCK® W/fWO LOCKING RODS®TOP & (SEE NOTES t,tt) ODS MOUNTING F, K & L R. S. & V. BOTTOM SEE NOTES ,it (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING p H. (, N T, U, W & X WALL MOUNTINGS (TOP/BOTTOM OR FLOOR CEIUNG: IRVIMITJl�+� CONCRETE&W000 ) / CONCRETE&WOOD INSTALLATIONS V MOUNTING 1*tt�ssvRAAS.O.Gevca WSTALLAnONS GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING. tis.O.� WALL MOUNTINGFFL-OORICEILING AsvlaesURE WALL MOUNTING PROS-TIE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. f"w-) NIItG "^ s RATBKi twoR/eouNc MOUNmec -L) FLOOR/CEIUNG MOUNTING fade) GR GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RATING, f+OR-) f+ON-) (*oR-7 FLOOR' AU.MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ O L-(tt) I L-(ft) L+ (ft) L-(ft) L+ (� L-01 0 MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR 30 OR LE5 16'-0" 16'-0' 16'-0' 16'-0' 30 16'-D' 16'-0' 30 16'-q' 16'-0' INSTALLATIONS INTO WOOD SHALL.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-". 35 t4'-10' i4'-10' IS'-2" 16'-0' 35 14'-10' 14'-10- 35 15'-2' 16'-t0' 40 13'-10" 13'-10" 14,-2" 15'-2' 40 13'-10• 13'-10" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3• 'I' HV CORNER CENSERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B' 13'-7" 50 12'-5' 12'-5" 50 12'-3' 13'-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11`-10' tt'-10' 12'-1' 12'-11' 55 ii'-10' ti'-10' 55 tt'-1' tt'-5 t' SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE 60 11'-4' 71'-4' 11'-T 12'-4' 60 11'-4' U'-4' 60 10'-2' 10'-11" NOTE�5, SHEET S. RATING: 65 10'-10" 10'-10' it'-t' 11'-11' 65 to'-10' 10'-10" 65 9'-5' r0'-1' DETERMINE.-_ 70 70'-s' 10'-s' 10'-9' 17'-5• 70 70'-s' iq'-s' 70 8•-9' 9-4• Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 lq'-1' 10'-1' 10'�-4' it'-1' 75 10'-1' r0'-1" 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10' 9'-10• 10'-0' 10'-9' 80 9•-10' 9'-10' "L-'AND MAXIMUM A.$OL CEDING PRESSURE RATING FOR 85 9'-6' 9'-6• 9'-9' 10'-5" 85 9•-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FDR A GIVEN NEGATIVE AS-0.DESIGN PRESSURE RATIWGt 90 9'-3' 9'-3" 9'-5' 10'-1' 90 9'-3' 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE i- CONNECTIONS TO KEYSTONE MOUNTING ' 95 9'-0" 8'-9• 9'-2' 9'-10" 95 9'-0' 8'-9' Lr= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8-9• 8'-4' 9'-G" 9`-7' 100 g_g• g'_4' LIMITED TO +64,-72 p.s.f, AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MON SHEET 7. INSTALLATIONS. 105 8'-T T-11' 8'-9' 9'-4' 105 8,-7" T-i 1' 110 W-4' 7'-7' 8'-7' 9'-2' 110 8`-4' 7'-7' FINAL MAXIMUM ALLOWARE SPAN IS EQUAL TO THE •- 115 8'-2" 7'-3` SEPARATION 7Q GLASS SCHEDULE MINIMUM BETWEEN 'L.1+','L7.+', 'Lt-'AND 'L2 6'-11` 8'-2' 8'-' 120 8'-0' W-11' 125 7'-10' 6'-8• 8'-0" 8'-5• 125 7'-10" 6'-B• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5` 7'-iD' 8'-f' 130 7'-B' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• 7-s 7'-9• 135 7'-7" 1'-2• WIND ZONE MINIMUM SPACING. 140 7'-S' 5-11 7-7' 7'-6' 140 7'-5• 5'-11• ASTM E-1996 SEPARATION 145 7'-3• 5'-9" T-5° T-3• 145 7�-3 W-9• TO GLASS 1501 7'-2' 5'7T 7'-4' 7'-0' 150 T-2' 5'-7- 155 7'-0' S'-5' 7'-2" V-9' 155 7'-0' 5'-5' 1 THRU 3 1" 160 W-11' 5'-2' 7'-1' 6'77" 160 165 W-10" 5'-1' 7'-0' 6'-4" 165 6'-t(Y 5'-1' 170 8'-9• 4'-11" 6'-11' 6'-2• 170 6'-9" 4'-11' 175 6'-7' 4'-9' 6'-9' 6'-0'. 175 6'-7• 'V-9- 180 W-6' 4'-8• 6•-8' 5'-B' 4' - 180 6'-6' V-s° H V BLADE 185 6'-5' 4'-6' B'-J" S'-8• 185 6'-5' -6' 190 6'-4' 4'-5' 6'-6' 5'-6' 190 6'-4" 4'-5- 195 6'-3' 4'-3' 6'-5` 5'-5' 195 6'-3' 4'-3' 200 6"-2' 4'-2• 6'-4' 1'-3' 200 6'-2' 4'-2" 205 s'-t' 4'-1' 6'-3' 5'-1- 205 s'-r 4•-i' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. \111111illitl/lll/ w �i■�■ ■A■ BERTHA HVTy 11LIE E C Q ,,,�. Accordion Shutter S stern ��g ( KV a"#t w/OR W/O RV WINIM 11ADE .• "'7 ''""� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems L,,,N, oEscm,.,,GN aq>E Gt,,,,„N 9W LfIAv.L.G. ' 8355 N.W.36th.St,Ste.305,VIRGMM GARDENS.FLORIDA 3318 Association. Inc. t OLD 1 r-192 4/13 15 GAtE Oji"/15 P w s:{305)6JF-153o.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No _ o-m 7:tift—a-L.. 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SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A�D_OESiCdJ, TPI _PRE59� Po�7Rd,,PID A CORRFSPOND141G 1d(AI�iNQ TTPE FOR ONME OR MMWE 11M 11 MLIA714HS 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: �- (SEE MOUNTINGS E G.&H ON SHSHEEIS 6&7) ' POURED CONORETEAMNOIE11--.61La' POURED 00lIQiE1F. (Al) TO IXISTNG POURED CONCRETE: (Min.V. 9 eaxt:UM CE�WALL SILL MOUNTING CEILING MOUNTING QH FLOOR MOUNTING - 1/4'9 TAFCON OR TAPCON WITH ADAANCED TF:RFAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEx(Met.Pc=3 ks!) q,AN _ _ ANCHGRS SPDC W LEGEAiD - 1/4'9 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Fc=3 ks!) (::) ti;._07,z A::FT�aNTwE F',=.F2 PZAV..(?�)t'S Cavi l+E.^.�lE P.SS�r•9p;^r c n.CE4'3!NIGH ME FFMi FE UTitW - i/4'D 13LLIE TAP CONCRETE ANCHORS W/CAP ASM lI1FACPJREC 3f FLORIDA FASTENERS DIRECT.INC.(171n. t•c 2 ks!) 40�50 ls��PO 120 160 205 30 40 c0 7TC{1120 160 205 30 40 601 75 50"10 T-CON OR _ 1/4'`9 TAPPER+ANCHORS AS MAYUFACTURED B±POWERS FASMIENS.INC.,AND DISTRIBUTED By ALL POINTS SCREW BOLT&SPECIALTY .,- _r 14 12 f0 9 8 8 e 5.5�14 12 10 9 6 6 6 74 12 70 9 0 TPPCON!Y1T?!fv 1.".ICED COMPANY OF.ANY OTHER A.'P.20Y7U LICII`iSED OR AUTHORIZED VENlDOR REGISTERED WITH THE AMERICAN SIA1TfIIi SYSTEMS ASSOCIATION,INC. 3'-0' 14 t2 10 9 a a 6 e 1a 12 t0 9 fl a 6 6 I4 t2 10 9 B THREADFORM TECHNOLOGY (Min.f'c=3 ki) DR 14 12 10 9 8 a 6 6 14 12 10 9 8 8 fi 6 14 12 10 9 B �-POINTS SOLID-SET 14 .2 1088 S t4 12 10 3 9 8 6 6 14 12 10 9 9 BLUE TAP'W/CAP NOhS: q TAPPER+ At) MI`BMUM EO.iB'EDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON 14TiY.ALK:NCED THR:ADFORY TECHNOLOGY ANCHORS AND TAPPER+ 9a 7+ 72 70 9 8 7 55 35 14 12 10, 9 8 8 6 6 14 12 10 9 8 e 6 5 ANCHORS IS 1 3/4'•AND FOR BLUE TAP W/CAP ANCHORS 5 1 1/2-. 4•-0' 14 72 10 9 8 8 6 S 14 12 10 9 0 0 6 6 14 12 10 9 8 8 6 SS 14 12 10 9 a 8 6 4 14 12 10 9 a s 6 411114 12 10 9 8 a 4 15 A2)MINIMUM EM6EDMENT OF 1/4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL.BE 7/8'RM1 THE POURED CONCRETE NO EMBEDMENT a • 14 12 10 9 8 6 6 t5 14 12 10 9 .8 B E 5.5114 .2 10 9 8 0 8 45 INTO SN(x(1 S:LV.L BE FERMIlTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO IXLST,AND p 14 12 10 9 TS K'5 7S �14 12 10 9 B 6 6 5 14 12 10 9 8 7 SS 4 o SEE t1rmATxlta av OSE Fwt 1'MIMMUM FOR WAL15 WITH NO STUCCO. it31 14 72 10 4 B 8 6 6 14 12 70 9 8 8 6 55 14 f2 10 9 to 1z- tD 9 8 7 • - 14 72 70 9 8 65 5 35 74 12 10 B 65 5 35 3 A3)IN DISE THAT FRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR AN(VENEER BE FOUND ON THE E)OSTNG WALL OR FLOOR. 9 _ 14 12 10 9 8 7S 4.5_ 74 t2 t0 9 a a 6 45 14 12 10 9 8 6 4.5 75 ANCHORS Sri+L BE LONG ENOUGH TO RF_ACF!THE kNN 57RUG UR BEHIND SAID WALL MIMES.ANCF ORALE SFMVl BE AS INDICATED ON 74 72 5S 7.5 85 45 - I4 72 l0 s a 7S 55 4 14 12 10 9 6 D 4.5 35 NOTES A7)&A2)AaoIF- FOR RISTAiJATIOWS'ON'V.YL 51DING OR EFS WITH OR'SHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-O'�t4 12 i0 9 e B e - 14 12 10 9 e a 6 5 14 12 f0 9 8 65 'S SS INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 7 f4 12 10 8.5 7 55 4 3 14 12 8 6.5 SS 4 3 14 12_ tD 9 8 6 14 12 10 9_ 8 6S 5 .75 14 12 f0 BS e S 4 (B) TO IXISTING CONCRETE BLOCK:(A,`"IM C-90) 14 12 9 6.5 SS 3 - - 14 12 10 9 6 6S 45 3S 14 12 10 B 7 5 3S 3 - 1/4'0 TAPCON OR TAFCDN KITH;D'/,:ICED TX%E1DFORAI TECHNOLOGY AT!CHORS.AS MANUFACTURED BY I.T.W.BVRDIX. 14 1'2 10 9 8 e _ = 14 12 t0 9 8 7 S 4 14 12 10 9 75 . 4 3 - 1/4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7.G•C__ - - 1/4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURt=b 13I FLORIDA FASTENERS DIRECT,INC_ (14 12 LO 8 6S 4 - t4 t2 9 7.5 6 4S 7.5 - 14 OS 7 3S 45 35 - _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.•AND DISTRIBUTED BY AL1.PoIrf15 SCREW.BOLT&SPECIALTY _914 12 10 e5 7 _4 �- - 14 12 10 9 75 a_ - 14 12 9 7 75 45 - _ COMPANY OP.A•Y OTHER,?PROVED LICEiSED OR AJTH07IZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - 14 12 f0 9 7 55 4 - 14 12 9 7 6 45 3 8'-0• 4 12 10 9 8 85 - - 14 12 1D 9 B 4 - 74 12 10 8 6.5 5 3S - NOTES. 4 12 51 7 3.5 3 - - 14 12 8 6.5 55 4 3 - 25 9S 6 5 4 3 - - B.1)MIMMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,_BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 N 95 7.5 6 to 112 19L B 65 1 5 - 14 12 B 1 6 B.S. 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 95 BS 5 3S - - - 14 12 10 a E.5 5 - - 14 12 B 6.5 S 4 - 9'-0• 14 12 10 B e - - 14 12 10 9 75 4.5 - - 14 12 85 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF I/4'9 x 3/4'ALL POINTS SOLID-SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 6 4 - T4 11 7 55 5 35 - - tt a 55 45 3S - - - EMBEDMENT WTO STUCCO SWLLL BE PERMITTED. 1/4'9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LANG MINIMUM SHOULD 5711CC0 14 12 B 65 4.5 - - 14 12 8.5 7 4:,134 5 4 - 14 105 7 55 8 45 - - DOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15&5 55 4 - - - - 14 12 9 7 6 14.5 - - 14 11 7 5.5 14,5 1&S - 14 12 70 9 7S - - 14 12 f0 e'6.5 5 - - 14 t2 6 9 5 4 - - B.3)IN GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND AN THE GES HA WALLS FLOOR. 1014 _12 7 5 7.5 - - - 13 95 65 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - - - 14 11S 9 5 5 4 - - 25 95 8 5 4 4 - - NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. o5 8 5 - 14 12 8 65 55 4 - 13 10 65 5 4 3 - - FOR INSTALLATION Kra(7F5 WITH METAL STUDS SEE SHEET 20. 14 12 10 1- - - - - 14- 12 9 7 6 14.5 - 14 105 7 55 14.5 13Z - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFK:wnoNS OF TIE ANCHOR'S MANUFACTURER 25 9S 5 12 9 8 45 4 3 9 7 45 35 3 14 10 7 - - - - - 14 705 7 5.5 45 - - - 15 a5 55 4.5 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REUITIONSHIP FOR ANCHORS. 9.5 7 45 - - - - -114 01.5 7.5 8 5 - - - 12 9 6 4.5 4 - - - Fnrc DIRAMGE VERSUS SPACING SCHEDUL FORANCFi0R5: 14 12 10 - - - - - 14 12 B 85 5: - - - 13 10 65 5 4 - - - 15 85 4.5 - 11 B 5S 4 3S - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 15 9.5 6 - - - - - 13 L5 6S 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 1L 105 7 55 1.5 - - 11 85 35 !S 35 - _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. [14 12 - - - - - - 14 11.5 7.0 6 - - - 12 9 5 45 4 - - _ FACTOR 8 - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 ACTUAL TAPGDN WITH ADVANCED TAPPER+ B5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCAN THREADFORM TECHNOLOGY AL1 POINT SOLID SET BWE TAP W/CAP MIN.SPACING 6 - - - - - - 13 95 65 5 - - - - OS 75 5 4 - - - - t HVBLADE O DICTANCE 12 - - - - - - 14 105 7 5.5 - - - - 11 85 55 4S - _ _ _ ED. MIN.SPACINGMIN.SPACING-3' MIN.SPACING 3 1/2' WN.SPACING =33 3/a•-O• 7S - - - - - - 8 7 4S 35 - - - - 7 5 3b 3 - - - - HV BLADE W CONim & PaDaE6 c(Nl7ElE OalaElE eDtx P0�CREW D CONCRETE& �EDNCf I BL�K&MM OOICHDE araiElE rsnOc 11 B 5.5 45 - - - - 9 65 45 - - - - - V N MRL ET•Y YEO.21/2' MN EII•S 1 MRL FA-3' MINE6.3 1/Y E0..2 1/2' 12 9 6 - - - - - 95 7 45 - - - - - 3• 1.0 0.90 1.0 D.78 1.0 0.8415'-0' - - - - - - - 3.5 10 6s - - - - - 05 B 5 - - - - - BLADE WORKING z 1/2• - o.e1 t.0 - - 0.67 1.0 9 _ _ - _ - - - BS as 4 - - - - - 05 5 3 - - - - - IN UNISON ♦ 2- 0.71 - - 0.51 - 10 - - - - - - - 0.5 8 5 - - - - - 95 8 - 7 - 1S 85 5.5 - 9 615 4.6 - - - - - 7 3/4• - Q91 - - - 0.43 16'-0• 14 - - - - - - - 25 9.5 6 - - - - 10 7.5 5 _ _ _ _ 1 1 2' 8 - - - - - - - B 8 4 - - 6 4.5 J - 0.35 95 - - 95 7 5 - - a 6 4 - FLORIDA BUILDING CODE(Non High velocity Hurricane Zone - - - - - - ` :TILt/r`,; ,, 0 2BERTHASUPPLY, HV INC. TM rENSF Ti. E C O A■S■S.AM Accordion Shutter System KV.BADE#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems ZEV.W DESCRIPTION DATE DRAWN BY: M.L Y_ TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE:-4/13715 i STATE 6333 N.W.36th.6T..Ste 309.WIGINIA GARDFH9.FIJMDA 331 Oads Drive 2tr •• Phone:(305)871-1530.Fax:(305)871-1531 4268 WesDRAWING No _11:NR-EoaAl.eom West Palm Beach, FL 33407 3 ®-0006719 4 5-0 85 WALTER ORIDA u B 44167 5 SHEET P.E. 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