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HomeMy WebLinkAboutProduct Approvals 1/20/2020 Florida Building Code Online `�`yx,&..,r -i"`IT w�°max s f r � � BCIS Home ' Log In User Registration I Hot Topics Submit Surcharge ' Stats&Facts Publications (^Contact Us BCIS Site Map j a Links Search lor a ro ,3i Product Approval 'USER:Public User db r }z Product Approval Menu>Product or Application Search>Application list>Application Detail ' � I 1t FL# FL389-R9 Application Type Revision �+ Code Version 2017 Application Status Approved Comments Archived ISI 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 aAddress/Phone/Emai ive 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 ','J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 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 Yearof 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1/3 4/4/2019 Florida Building Code Online Sections from the Code VED JAi�2� 3020 PA"Itting Department Product Approval Method Method 1 Option D ' WPI@ Eounty Date Submitted 09/18/2017' Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- ' HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile level"D". Max. Span is 16'-O"for 30 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 8aek F�ext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: https:/itloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GEN RAL NOTES. 1.BERTHA MV,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENaT(P.ED.)HAS BEEN VERIFIED FOR COMP1.ANCE IN ACCORDANCE,WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOC HURRICANE ZONES. DESIGN WIND COATIS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND.SPEED REQUIRED BY THE JURISDICTION,WHERE SHilnth WILL TAm OF CONTENTS BE INSTALLED WITH A DIRECTIONAUtY FACTOR Kd=O.B9,USING ASCE 7-10 AND SHALL NOT.E'%CEEO THE:MA)OMUM(+1S.O;)DESIGN PRESSURE RATINGS INDICATED Ott SHEETS 11 TMRU 15. 144 20, IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN Wria LOADS OLVETIMINED PER ASCE 7-20.SMALL eE FIRST REDUCED TO A.SD,DESIGN WIND LOADS AREA I L BLADES & :fk BY MULTIPLYING THEM BY 0,6 1N ORDERTO`COMPARE THESE W/MAX,(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS It THRU IS.1,9 &20I GENERAL NOTES STIEES"`1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSEG-A 33 S INCREASE IN;ALLOWABLE STRESS FOR WEND LOADS WAS.tom USED.IN.THEIR SYSTEM COMPONENTS 1-.20 SHEET 2 ANALYSIS: HOWEVER,A WINO DURATION FACTOR CD-4.60 WAS USED FOR VERIFICATION OF FASTENERS"IN WOOD, SYSTEM'COM�ONEN#5 21-37 1EHEEt,3' BERTHA TLV,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN:VERIFIED IN ACCORDANCE.WITH SECTION 1609:1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEW�4 "ATL REPORTS: TYPICAL wtNQOW,8L'AQE'.&WINDOW OETALL .� -Hv SLADE Q 10214.01--03, 10715.01-•63,11004.01-05.11214,01,-.05, #0317.42-06.10609.;01-10 AND#90210.01-11�AS,PER;TAS-701,TAS-202 AND TAS-203 PROTOCOLS AND ASTM'E-1866 � AR2: HV SLADE 12D ANQ HV WINQDW 6t,AQE�& AND C-t996 STANDARDS(MISSILE LEVEL.D.WIND ZONES t,7'&3)l!11220.01-10 AS PER TAS 201,203&203 PROTOCOLSS.LARGE MISSILE. (09M AP(L{CAM -.KV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-T886 AND E-1996(MISSILE LEVEL D.MIND ZONES 1.2.,3}"BASIC PROTECTTO+N ONLY AND 1 0725:01-88 AS•PER TAS 202 PROTOCOL- 'TYPICAL SHUtiER ELEVATION�&NOTES ON LOCKS SHEET a` _ INSTALLATION DETARS..A-r, CONCREfE/6LCCK SHEET G 2.HV BLADE(D AND IPI WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE CENERAL LIMITATIONS AMID CONDITIONS OF USE INDICATED ON.SHEET 19 INSTALLAT#ON,DETAILS 0-M, CONCRETE/9LOCK. 'SHEET 7 3.BERTHA H.V.ACCORWON PINS (HV SCREWS), USED,AT BLADES KNUCKLE AND.FOR DIRECT MOUNT CONNECTION TO TRACKS STALL BE¢'14x2:75'AND 114x1,75'RESPECTIVELY,41074T MWtMUM,S,ERIES CENTEfWATE ALTERDCWLNATING MY SHEET 9 STAINLESS STEEL SCR 19 WITH 135.0 kal YIELD STRENGTH AND 180 kaT TENSILE STREHGTN..PWS SHALL BE COATED WMI BERT14A HV DACROSHIELD COAIPNC SYSTEM AS MANUFACTURED BX APPROVED CE#¢TE".ii1AATE W.T£E?NATiNG DLTNLS t}V SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SIYUTTER SYSTEMS ASSOCIATION:.PINS MUST BEAR THE HV MARKING"ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL SE ALUMINUM ASSOCIATION ALLOY'AND TEMPER AS INDICATED ON,SHEETS"2AND 3,MINIMUM YIELD STRENGTH.FOR-6063-T6 ALOY It 30.0 km AND:35.7 Ast FOR £NOACO MAOC&Mt1!*'`SPAN SPAN}N.DETAILS 1-6,COV')GREtEj$i..00tG SHEET tO TABLES SHEET It 6005-TS ALLOY. - ANCHOB'SCHEWL£- CONCRETE, & BLOCK SHEET 12. 5-ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 NSI SERIES OR.CDRROSMN RESISTANT COATED CARBON STEEL AS PER 004 50418 WITH 50 W, MIM,, YIELD SWNGPf AND 90.k1o;MIN.TENSILE:STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET t3 AND SHALL COMPLY W/'FLOMDA GUILLYkS CODE SECTION 2411.3;3:4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 1'4 6, BOLTS TO BE ASTM A-107 GALVANIZED STEEL,OR NSI 304 OR 316 MIES STAINLESS STEEL.WITH 35 ks5 MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS-.HV SLADE(D: 12,13;14,15 AND 2D INSTALLATION DETAILS M-R,WOOD SHEF."Tto WSLADE(D At'y")+ WORKING IN UNISON: 12. 13 do t5 INSTAt,LATLON QETATLS SI=X, WOOD 'STITTE'T't7 :: . 9, THIS BERTHASAV.ACCORDION SHUTTER SYSTEM SEARS A". PATPATENT16'779,582.COMPONENTS OF"'TH15 APPROVAL RITE COb'ERED,.IN VIHOLE EMIT LN PART SHY U.--PATENT 1S'4SB,I79 ISSUED RST EASTERN END CONNECTION DETAILS 7-12&Xk WOOD_ 'SHEET 18 METAL,SUPPLY, INC. AREA DW 8LQE t3NL1 9,IT SHALL BE THE. RESPONSIBILITY OF THE CONTRACTOR TO VERIFYPTC SOtNdDNESS.OF THE.S1RLh;TURE WHERE SHUTTER IS TO BE ATTACHED.TO INSURE PROPER ANCHORAGE.CONTRACTOR TD SEAL/CAULK `. ALL SHUTTER COMPONENT E04ES VACCH REMAIN,'THOU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION, TYPICAL S14UITER ELEVATION 'SHEET to 10, EACH UNIT'SMUST BW AND ENGAGE ORANOCK A H AND IN ,VISIBLE LOC LACE.WITH WARNING NOTE1 DURING PERIODS OF HURRICANE WARNINCS,NOME OWNER, TENMt, OR OTHERS.MUST PROPERLY CLOSE ALL FIV AND HD ASE6 45 HY .r..1 .J✓lrsM3m.Q CN LY I I. SHUTTER MA'NUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT,ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING CODE,ONE LABEL.SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SNEET 20 PLACED FOR EVERY'OPENING.LABELING TD COMPLY IM, SECTION 1709;4.2 Of THE.FLORIDA RU1 0INC,CODE. .. " 12. BERTHA M.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SMALL COMPLY WITH-SPECS INDICATED IN,.THIS DRAWING PLUS ANY SUILMNO AND ZONING...REGULATIONS PROVIDED By THE.JURISDICTION WHERE PERMIT IS APPLIED-TO.. 13:(0)THIS P.E:D,PREPARED BY THIS ENGINEER IS GENERIC,AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le,WHERE THE SITE CONDITIONS DEVIATE FROM THE.P.E.D. (Tr) CONTRACTOR TO BE RESPONSIBLE FOR IHC SET.ECTION, PURGIIASE:AND INSTALLATION.INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROMOED HE/SNE DOES NOT DIEVIATE MOM THIS DRAWING SHALL ONLY BE USED TO THE.CONDITIONS DETAILED ON 7141S DOCUMENT,CONSTRUCTION'SAFEST AT SITE IS THF,'COYTRACTOR'S RESPONSIBILITY. (o)THIS P.E.D.W11.4 BE CONSIDERED INVAUO If ALTERED BY AM MEANS: OBTAIN PERMITS IN TEG. STATE OF FLORIDA W( SME SPECIFIC PROJECTS SHALL 8E PREPARED BY A FLORaOA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE.ENCIJNEER OF.RECORD(E,0,R.)FOR THE PROJECT AND,WHO WILL DE O,NSIRLE FOR:.THE PROPER USE OF PIE P.E.D.ENGINEER OF RECORD,ACTING..AS A DELEGATED ENGINEER TO THE.P.E.D.ENONE'ER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR t2E."41Et:+. (a)QRctttAL PED:_"SHALL BEAR THE DATE AMD ORIGINAL SEAL.AND StONATURE OF THE PR6F'ES"SICNAL.ENGINEER OF RECORD THAT:PREPARED:IT. - -- -- _ FLORIDA BUILDING CODE(Koh High Velocity HUrricOne .Zone. 02037 TILTECLI.INC, 2017 EASTERN METAL,SUPPLY.YNIIC: BERTHA H TTd } American :Shutter Systems LV.N osscalwttoN UA1ti TRANn 9r: Le' T TICCIT TESTING & ENGINEERING COMPANY ? T ��` MS ON.16th,si 2..'Jor,sApaw wive s,FIme!e a>Pe� - Association, ITTCi.: 1 OLD T5-085.. /27fi DATE: 07/27/17 Inane.:t3fl5)971-1s3o Etx a(3455971-1S3t 4258 tWestroods Drive 2 , ?�-` DRAt11NG'i�ci 1 �+ a aa:I acooaa ca 1+t5i Palm Egchl; FL 33fl7 a 111 LD-4TILUT 4 17-107 WAucR A nwT Jr.a.e: RE. SFJttr�Sf 1Ai URE DATE FLOR A L c,p:4416-; SHEET OFF 40 .. I rF. (A =Lvic � �s i HV SQIiQ BLADE ` 6 m r E6k� 0'�180' ARTER 3 HV UNIVERSAL FLOATER ? �st€� o ass w COVERED UNDER Us PATENT 545$T79 / ( O QUALIFIED FOR LISL 4i HV BLADE(D e} NV UFIED T 4T R+ HV WINDOW RLA"E_ 6005-TS ALLOY AND TEMPER " OVALIFIED FOR USE NV; }ry 6063-TS ALLOY AND TEMPER *SEE Lf NS Or' USE OF PIJO ON SHEET 19 — LLA ARb 6D63-T6 ALLOY AMU TEMPER 64a -•+ t"OY'" D TEMPER 2r'.,.,„ b•r;,ikQ 465' r 67• ..._...._ . .�..-.„tet ss6'_".' r- . Cy, .• .:99a' I9..ra#Ja" t xv �• .67' ...�: .�' „.tel r .. _ .472 � .,_� �r n......_..U4s^. y�.. '�� J,zaG - OUALIFIED FOR USE W1 HV / t 6 HV AQ If FLOQR_ TRACK QUALIFIED FOR USE W HV i,,IJV TRENCH TRACK 6L 0E{?;r. QUALIFIED FOR USE W/ NV QUALIFIED FOR U(SE. W1 HV '6063-T8 A.LLOY A. D TEM aLADE ONLY, 1 D KV RAING,1ARD BLADE 1 6963-76'ALLOY AND TEMPER QUAD€IEb FOR U, E Mt HV 3-T6 ALLOY AN.DIt n VARIES s-. �' ,+sf=. � SLADE�1) f Max, i VARIES 1.936, 8663-T6 ALLOY A So TEMPER. N 1670 41,.r sxo �t6as"' tA arts pp `i ij HV CEILING EADER HY H- 11,-1t 1 Hp CEILING,HEkDERISILL I ' 0 ,'U€I£O FOR USE W HV BLADE'I)o:-&Y, QUALIFIED FOR'USE W NV TEVPt( ONLY ( 4 J {{ 6D63-T6 AtLO AND TEMPER QUht..I€tEO FOR UE P# H*J BLADE /t HD WALL HEAD SEE; SECTIONS FOR VAUDR 7 SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE 41 HV 6463-16 ALLOY AND TEMPER 5963-76 ALLOY AND TEMPER 8 0 ONLY, 8 - TEMPER _...K, MNIPONENT A 5 1'1 T2 j 'X Y .. t I'm XIA`N Yt 1tt I t r { y 2 ( 2' jO,12V 2• y MAX.r va- { 1f8` 3 7` la.aHO' 2.' `MAX, 4,792 0.192' ..... ,_..-..-J . SIDE.ANGLES — — ..• _..__._ _• 0` COjE FASTS U11,3A!IFIED FOR USE W1 W ALUMINUM ANGLES 7 +1Af 4.x4,5 D.,aa' , utuFlD'FOR Ltsi3 wEnv B LADECl) OUAUFIEO FO E;USE W/ 14V --._ ..__ —_ BLADE d i} -T,8 ALLOY AN. B3A(?E Ul ONLY, ' € 2' � ooAX 'bo ip,t3Y' 85163-T6-ALLOY 6T1C1,TEMPER 6063-76'ALLOY AND TEMPER i- FLORIDA 801.DIidG CODE(Non High Velocity Hurricane Zo6i E+4+r 020 T7 EASTERN`IIALTAL SUPPLY,,LNC. t ,/ ".� a24T7 TIATEC4,lNC,. ' Y 's =- _ - BERTHA HVTm Y +� •., A �!L E G,O N�. ,� ■ Accordion Shutter,System �.v t #.t /c>R W/o H.v.rmNxlw SLAM TiLUt TESTING k ENGINEERING COMPANY American Shutter Systems cw,N oesc9 rmoN WE P_07127/1-7— SA07 A PN 6Y Lac: �. : 63x,5 rs.w,san,st.sse.s9s,v>xc�vcA e.44nOs^,,twin.,saau Association, Inc, t OLD TS-O85. , 7/27fir 4TE. ,�27j47. .. a t - 8 4268'>" anon r(3as�arr-tsar .Fa. (;tas7e71-lasr 4VesGailds ©rive x ' +<`• � I� tZ�tl4 dit Wtftzow,,I,con West Palm Beach, FI_ 33407 s tlt2ltt'#kNG'h1a,_ c- En-dcos A9 17-10.7 WALT"A,'i.t.g,J P,E, ssI FL0ROA,Lkc 6 441W5 SHEET PE "� EgIE 6 2 OF 20 WAD a,€_ kNtEb G.3S4` tRT tHRE4 f tX a'tMa LSiA4C1 7/4`^^44^' _..."^"`"^�^-7•, p q :/ — TMIRE243£a, P ME CAST erasiStiC RAZ £t2+N,E%- g ( P.AkEO nr 75 Waas PPP t C'34 . }„„ F tLaq. d ^•� - : S Cxt�roP'iR 8PtS5 CaiMRtaER A { (C nCvc�T tsny 1� BY CENT RM ATE � t - .,HV "c . HV EGRESS. LOCK UALIFIED F'DR USE W/ MV I LADE+i j � � ,cv ' 0 6063-T6'ALLOY AND TE1dPER QLIAED FOR USE tiNf HV BLADE I & ONLY �� r+t��O.��C,,p�o?����. � ,Q7 QUALIFiED,_FO W/ HV QUALIFIER FOR USE W/ kV 60613-76 ALLOY ACID TEMPS ("�� �V „�vNER CEN:.EI �+ ! '�ONLY. B3AOE.1 .& ONLY. 0 AUFIED FOR USE'W/ HV BUIO ,7 6t•!LY a 28U"O.4 ?&L47 6OGS-T6 ALLOY AND TEMPER-" PLAST0C y : -`�Biw- ts" , MOLULD, s SCREW VIO'AFTER 111" »ai o sil ? r N'. { q 't6,t" ^l n 1,4»0--2O°6 /4n k3EFC7) RMrWi3ldC.,, * F SS.S THUMBSCREW A f� O—�Q NUT i sears a+et?a.v+MM+a(7024-T3 uccr)uazaL"rtsaeE rriRa 1 y", .- SHEET @."S£$CR'l,PART 10620 AS YN40FAGTURED$Y RIDEt. PtAn Tl Garr EIZIATZON ' S; M�.�.. n.l"er LOCK ENTER ATE _.... a 6t s" I :.?' ' c1t€aar T£xTgkNa,}%AR4 mEWY,;NE.W,?£TSser oiaa+aar.EQOAL I LOCKER FOR nT LOCK CEMTERMATE OUALIF;ED FOR USE W HV BLADE Q)ONLY t�3 }jV FEMALE "r LOCK- ��IffiMATE MY "T" LOCK � HV ALTERNAIK LACK ✓ 61063-T6 USE AND TEMPER r QUALIFIED FOR USE QUALIFIED F4l�USE tNf kV QUALIFIEQ FOR USE Wf H4 LTLAOEI1 ONlY au1,L1F€ED FOR USE Wf tfiV BLAQECI OlJLY W/FiV BLADE01,ONt�f, BthDE •I ONLY. 6063-T6 ALLOY AND TEMPER 6463-TG ALLOY AND TEMPER t �1 Lat7 �-• j� I cllr= t �.. reUTIDERRO "+ - 714 as* +%81 _,46,2 # mEAG?i '[WSi{Y KEY zOOZMstanElt i 4.d75"Mur, 1� CE M O .4 t} Hu CTM T�1_W/ LOCKING ROD 0 C QUALIFIEO FOR USE W/ HV WADE & I#) QUAURFO FOR USE V11 HV SLADE',q& 1141 6063 TG ALLOY AND TEMPER � - � tl.CENTS MATE-5= 6443-T6 AUDI AND TEMPER - QUALtnED ro USE 1M tIV BLADE, 7�&(1"6 ...... xa s.s as spa s- ..,>o` 605E-TG ALLOY ANO T"PER AUk1+U,Trs uA5cwc6'wry i 3.1/?' i Y wp-Ttri1M81,11" 151E OETALs) E T"'"" 00 - 0'R KEY ER CrJNOFA �M° F.76"Etax. i,AEKINA RAA_ E j4- 1710 ' -ttsc H? L£iCK QUAL 6063 T6 ALLOY aILaDE?,rip Ji_ � r4 iA .i7 HV 1 Cor" fd- 0 ISS t 3Cf4 RY RECEvr rMnRDvrrREozrlsE LOOKS,s.RIEs,z333 Hoosc`balm io"cK, s INSTALLATION vr?LL kEQurRF a I IioU- THUMBSCREWS `�Sa IS. THI«1„MMB,C� R,EM QUALIFIED FOR-USE w`/ xr stArF ac �A -` - C.dl�LEO"ATTRAGXS FQR 3>ROPER .fQUGN7'� UAI.IFTEQ F4C2 ArY FiV E3lAI' M QUALIFIEDFOR USE W/' NV E3I_A17E. FLORIDA GUII�I��T C�}DE(TiC3Tl High Velocity' Httrricans :ZO Te V�-. 412017 r0tCO,INC., .C<r'�24t:T EA'4 ERN 4MEETALSUPPLYINC. IL C76 , C_ ■ !■ ■ ►■ Accordion Shutter System7KV ISE#1 w/OR W/o N.V.WN"IXADE > American Shutter Sy4temsEv.Mt . asscearnal! DATE. Gwu s�. .ie.. T1L71T TESTING & ENGINEERING COMPANY Ass6Ciation, Inc. t OLD 15-485 by,7fti DATE: D7/27,/17 6331 Nw.75:n,S'L 'Stn:T w4G,rra CiNeCnM4,iY _:3s, —. jF (441)674 1530.tqe.i-ius)6s,-asst '4258 Westroads Orly,,, z r4� ORO.. {` cRt � tntt�aasa arDtn West Palm Beach, FL 33407 s. T3RAi7iNG Na a 1 0-tos7it 17--1017 • i4 WALTER A TitUT ,,,P.E. 4 .Iv ii},rt10710A ask&1 SHFET 5. / t 6: " G. i Of 20 SHUTTERAS�LY SCHEDULE FOR HV 10 HV 6A 3/8 � TO ffihUE .I7 Dazs' v HV BLADE, i 4D � i E ,A5z5�p�gn 1/4 Nv vita earn£ .Dazs^ H`/ BLADE IA "OR SEsz HV LONG ECESSED YLON Hk SHORTRRECESSEDItRIYl3M0{USFIINGKs„NV hkYLON HAT WASHER _HV WHEEL CARRIAGE AISI 302-303 SERIES /e5d" X 0.8"70-x3 16" THICK i^YLQ WHEEL. 43 I f �@ ! N # i 2 7/s-Mir: NY W NPw, �_. O 188rSi 302 SERIES S.S. RIVETS ..._. �� _. ! 375s =f,yT t.r 01311 s$ #5 3f�erscas2r .o ffa7sO- L..S' Ial t 3 ACCORDION PIN 4Yf 8 HEAD EXTERIOR ^ > a w - • _. ort.c�taTEas 7560'. HV 2 3/4" ACCORDION PIN vi/ P8 I'ICAI) * _ t / t 1 cLEpR " a Poi.xcAlzBariAre IMPAC, RES�STAN7 HV WINDOW # �° O nEEtP TYPICAL HV WINDOW BLADE AND POLY AC RBON�TE WINDQW DETAfZ (}OR I -42 or 1 -%"...-•�' ••(S£E NOTE rOe f AN }� iN IEEOUIREM£NTS) .I '._. OR BAYED 0{.oN CARBh.4d i T U L, F.DO }tCE RESINS, UV STAB€LIZER GRADE Oil SABIC T EXTERIOR SLADE KNUCKLE FOR vq etr�sr FRmta RNNgVATNE PLASTIC LEXAN 103 RESIh3 I OR f `a i (SEE 110T "F'° ON SF4Eer 19). M (1) HV PIN (D SHALL. ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES Of HV ACCORDION SY``aTt`M Wf HOD OR POLYCARBONATE SOURCES FOR 4 1 EXTERIOR ItV ii SLADE, RTCAL SHUTTER ASSEMBLY -02 it'!?'fiAt PR3>'rR(tLS StA•iilaRa b+rpl swc�uµpe. � RT NV PIN OR[a AT (2) TIV PIP! Q MAY BL USED IN LIEU OF �:.:.� AND ONLY AT � EXTERIOR —3w usy ta5r� � . EXTERIOR BOTTOM KNUCKLES OF ITV ACCORDION SYSTEM W1 1•I'V�:./ 00,324' OLAOE's KNUCKLE, ate. � b (SEE NOTE* FOR szzc�lc wA,+sr >*sM G74? &W cth,' na+x r,14E3S BLADE WHEN CORRESPONDING TO INSTALLATION "IT", Sr1EE'1 ?. p4 t _ REQUIREMENTS) = 613. mr.:µk YW 57MMtIIH +Stu 6&33 a,•tGCi Fa3 9'473 R.if,. �/' "^qy itrNU3ta$55fYx•Q'tP1 AT TSrw, X510 G790 12.5tJ6 j4 4.vco P,0,. (6) HV PINOR W f 1/2" O:D. 1/15" THICK S"S, WASHER rirxum ut�u,us 7 w 07;5 3,a.axi-L z4t cw a.kt SHALL BE USED FOR DIRt CT MOUNT INSTALLATION PER DETAIL X. ��g � �= f SHEET % "M°aa5u +6 n�ro/ 4'I ry-Ylj� N, *EL CARRIAGE OETAII arcs ren nsro osn.a 012,z cats u u1 SEMBIY LAYOUT n;s 04N tssua63s o- A�s cansss :.ac Y 7.R3,e�mK� J,FYU 01M aUW'F FRG kiz'Eltit'87t.,e+ A M Glad 'pr 1F�F,tiitZTez,%;vp€RlcRrY�A7A'h(�P. ACh+636. 93ti2 o,.pi ;E•a3�a;. 91''I.T.YJ:. ,r kj$IlA1f(�*`7 f/' ��+• t 7fh'�LCIT FLORIDAI/11UO�I`Ufi717 ySN,..83b 4401 Oil ..J€3a4 k�:s<. 1' HV BLADE SOLID. & 1 HV WINDOW BLADE DETAILS f. CODE Nonit�tT Yeloclty Hurrieone Zein r`, GIW17 41tTEaO;INC.1. �2Q1r EASTERN METAL Sot7n:r, iNc BERTHA HFTM 7 /77RIVER-76 , ■ � ■A■ Accordion Shiner System l �c KY 1 W/OR W/O KV ND=bLAX + J ,'' TILLIT TESTING & ENGINEERING COMPANY Am®rICQn Shutter Systems EV,-N orseptPlim DAT[ IxNwret sire La. . +r xk Assac1;Zn; Inc. I pL6 is-Des 7/2711 -jE 07/27/17 ( l° k 6355 RA:,� 1.St Stt -'t .1AMNIA WIDENS.no-vx$3:C Pttant 1#30.+}871 1530! Fax:(3Kf8j8YY^-i SSt 4?t58..WestFaads DrIve 3. men a a Wiest Palm beach, FL 33407 3 _DRAWING No �1dA ti P 17-107, a+a' vrraiVIA nwx J,PX. SEAL/SIGNATURE/DATE rrou;�l, 8 i<s r g 4-.,OF 2G. "^ C�14 r * S C TES 1. I STORY CON ,,, ONE,HY LOCK ar SHALL BE USED AT 1/2 4F SHUTTER SPAN FOF ANY SpA_N °° z f OR 12!ABOVE OR,B fltV 1 2 DF SHUTTER"ST+AN FGR SPANS UP TD 106, ANO FOR'INSTAL�TIONS Afi ANY- To ELEVATION,Hv LOCK' ' or MAY'LRE USED AS AN INSIDE OR OUTSIDE LOCK;.ATTACHED TO .OR' , f GENTERMATES W/(2) 1/4'0--20 x 1/2'LONG FLAT HEAD,t$^ M.S.LOCATION OF LOCK SHALL BE As INDICA to �� SHUTTER E4.LYATION. 2 S?N>�[p tF DESIR 0. OR FOR PURPOSES, UP TO TY10 HV fi61 "1 f v LOCKS¢ ��OR�`IdAY BE�U$EO AS�! NSIOF OR'.OUTSpE10CK.'CONNECTIQN'OF LACKS TO CENTFAI44TE:S �. ���. OR. SHALL BE f5 kl. BE AS INDICATED.N TYPICAL,SHUTTER ELEVATION. IBCA,ON rf �_as i v H A-+ LT3CKtNG f?{7OS ARE NOT REQUIRED AT #UI;R#CANE PO53TN#N, BUT MAY °. d4s Sr�Qbcw{Srxi ^ '" S E USED'IF D SIRECS,TD ENHANCE SHUTTER PERFOY�MANCE, tOCf<ING ROD9: 4 OR AN ALTERNATING DEVICE f MAY ALSO BE USED li7 STACKING PGSMCN (Noll HURRICANE POSITION), # r 4. ONE JI LOCK. SHALL BE USED AT CORNER :'ANY SPAN * fSSN- i4_�,s G AND IN5TALLATIONS'AT AA�T'ECLVA'I OUTSIDE OR INSIDE LOCK. ° v ATTACHED'TO CORNER CENTERMATE Y!f(2} I';:F0 2D'z 1/2 LONG FLAT HEAD S.S.M S.TWO LOCKING RODS CS I AT TOP tk 80Tt"OM SHALL BE USED.'LOCATION OF LOCK SHALL RE AS INDICATED,'Oh,TYPICAL SHUTTER ELEVATION, MAxImuM SHUTTER SPAN SHALL SE QETERMiNED AS PER'SCHEOULES'SHOWN ON SHEET 121 gx-�3 • ONE ALTEKN+4T£HV LOCK- 'LtAY._8E USED IN LIEU OF HVLOCK2 :or FOR ANY SPAS?AND - t4{STA IATIDNS AT ANYELEVATION.At NRTE LOOK MAY BE USED AS AN iNSEDE OR OUTSIDE LOCK ATTACHfIENT` ✓ `: � t �' OF 1/4'4^20x3/4'.S:S..THUMBSCREW TO iZj OR I CENTE�I ATES.SHALL 8E MADE W/ 1/4 k iW/4" ALUM: RNNUTaS SHOWN ON SECTION;HVE.SHEETB.,ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER $PAR QR:TW 01 LOCKS AT 1/3 OF SHUTTER,STAN. ,,, =BLAKE a B„ �•.4uDAT�RY C N,Q Df11QN_,ja FOR KV==MOUNTING,/NST LATIONS: ONE HV LOCK G or a or±92 SHALL BE R _ USEDATI/2-OF SHUTTER.SPAN FOR ANY SPAN OR 12 .ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR,SPANSUP f TO SIS',AND FOR INSTALLATIO14S.ATANY ELEVATION.HV LOCK t&oror @ MAY RE'.USEQ AS AN INSIDE OR OUTSIDE LOOK,ATTACHED TO�tti or-0:SYMMETR€CAL CENTERt+!4TfS Wf(2) 1/4-20�. i f2"LONG FAT HEAD S 5. " MCS. LOCATION OF LOCK'SHALL DE AS INDICATED ON TYPICAL-.SHUTTER ELEVATION. USE OF LOChiNG RODS i*W/4-& SEE LO NEC OR$_!TOP AND BOTTOM IS COMPLETELY MANDATORY:. SHEE'C'r.ATOM k U ri IS TYa'.. FULL I, ,.. . 1i *NOTES ON HV"- T LOCKS AND NTE RMA ' d H � /yE. HE1047. t 1 OF COR14ER 1.5=0 ALTERNAIIE TO Irl - -OCK4 - .. . om am ..__._ ....._.._..,__..,.,,___.._._._...._.. ,,, ...,....._ ..- - ........•'r'"" -"^^ t„ENTERMATE '�: ONE ALTERNATE HV'r" LOCK MAY BE INSTALLEO IN LIEU OF HV LOCKS`11-*I'D � FOR ANY-SPAN AMD INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 3 , LAY BE USLD AS'AN INSIDE"OR OYftDE LCCXt A,TIAC14MEM I#aet a 6 t cc,$ tai/{$ �� OF LOCKCO INCLUDES USING aEiNFORCNO LOCKS J7� AS SHOWN ON SECMN HV% SHEET 9,WHICH MUST BE I4 ca ars ,. en s CONNECTED TO CENTERMATES 0 AND,, 5V/ 1/4"4-20 x 1 i/2"1-011G S.S,THREADED BOLT W/:7fR"s x 3f32`, ,c- WISSpNUa OR W/ 1/4"4ax '-2t''S.s.I,5.5. INTO A.i/4",Ntie.8/8"RrvNUT. LOCK MAYFd BE INSTAI:IED AT h1IDSPAOR T2 • 7 'tl7�yro, 6}•C7)*I$J z I.iAXtMUId AROVi AND BELOW MIDSPAN. USE'Of TWO LOCkM RODS SSKI TOP AND BOTOM IS MANDATORY. P$1 Q1,• c4 ^1)x�t }. (7180- •C34 .Ti%2 t Sg *NOTES* TE LOCKS &CEN' �, MAtES^ �� f� ELEVATION Y - r :ONE ALTERNATE HD.LOCK( MAYBE USED IN UEU OF TYPICAL BY BLADE SHUTTER IN LpC<S I2�OR•_` FOR ANY SPA ANp ICiSTNL7iT#pNS AT ANY ELEVATION,ALTERNATE Hp LOCK MA?DE USED AS AN INSIDE OR OUISID�LOCOS.ATT'alC:tMEM bF Ha LOCOS"4'TO��IS W/3 1B x 3/&'RI S.SdI,3..AND INCtUa£5 ROINFORCEidENT R45 1R 4 AS 5HCIVN ON SLCALINS HCB AND;HDC-HVC SHEET 14.LOCK}MAY.Bfi INSltkULEO_AT :M#OSPAN 6R".'T2'MAxwri BELOW OR ABOVE MOSPAM USE•OF t.00KING-RODS,-,r5'COMPLBTEtY"OPTIONAL..--- -- WILIA IJUILUI cITT Higti Velocity Hurriccne Zone IySi�„�+: k" r'r}`�'"• 0+0t"1 TiLTE.CO.INC.. Q'rr.2DT7 EASIERN�MEIAL:5'UPFY.Y,INC, -0 , ��++aa �+ Accordion Shutter System 1 4 �Na. ,>�fr�a7■�.7 A Hv #1 Wf OR, RV.lMN00W MAE TfttlT TESTING !t ENGINEERING COMPANY Amerioan Shutter Systems cv.WDrscatrnCtc DATE 09AWN 6r! LC: C ,_ ss:' vne :Wa I6Tr srsasa.6, re T o59sT+-tsaWr aTSc Association, Inc. I OLD 15-085 372/1 07/27/17 ss twwh s sx niv nu 4a 4268 Westroads DrivS 2 DRAWING No 6� /........... SC : Wp.sk Palm Becch, FL 33407 stig4. 17-167 7✓Y1L {� et{ wAlTEA 741T j,,PE, FL$Aik # SHEETE. SDUS'&VfURE/DATE s 6r 20 —CONf,R£TE.AyC3s4RS POURED C4tiCRETE PaS7ii£a r (SEE SCHEDULE ON OR CONCRETE BLOCK POURED REQUEPfO. 1f+'!-24x3j4'S.S. 'S COQ rREtE-t 9k?£ET .5� CONCRETE ANCHORS 1�UACHINC SCREWS C0.xCREtE a REOUtAEO `, ,..�....,,,•�^--„ e REOVIRfO ....- .,„._...:.,,„„,.. 1--d .....µ.-„.. rcR fIJJ 4SEE SCHEDULE C1a CONCRETE✓JrCHaRS - * $ {£15TGv[{95t M3UE:TI`t6s av 5ME£T x) .SHEET 13) NUTS Q S2'O;C. ,fes(SEE g'td£auL£OE;9s+6k� z3) 1ua` Xf`a 2a alG`s.s- nrn � � > �«• € £O co- RlAOMINf SCREWS US.%G 1/1' 2a Nuts 'I/ t9 Ea 2 X .. r' "�# } OR f E„D., �. } QR I� 1 Y � 2SO. OPTIONAL s r � P-DONAL u k u a srz r [ � Mx sEPARfiT a4X TO CLASS }-k1 rw evLE gus 1.:0R 1A EXtS NG 6x35TfNG r OR sml 7R F'Ce �'t k �'.. � � ----„,/'y�i DIASS�••-••••�����(SE"£SCHEDULE 4`i Sti?'L'T tt-)- G€ASe,_,-i Rw.+c4C & k ..�_ i MIN.SEPARATION TO GLASS w a......_.......,,.......�.�.� -v tti..... r,.. e........__..-.-.. ..ay (SEE SCHEDULE ONY- ER St NG GLASS V—WALL HEADER INSTALLATION HY WALL HEADER T B} HV WAIL HEA DER INSTALLATION + KEYSTONE �. ... xGka �ls ; 0EARATtf7&a TO Cth33 ..... :i t GAS (5�C5CtEDztt ON s1Et t2` ” OR �r MW.�EplfA41Otl0 GLASS (SEE SCHEDULE ON SHEET IS u f S1,rs' .; ON Mfz 19 YiAF tyj , i r� efl+arr x fr. ;Ii � E ��,,,✓^Or"dtYOC?A<L o` i, J`1/R'AM:. 4- 4 - 9 j( ,tX. 1 .IF t3 ,Eat ±t ;iL.. 2 '"'�f.._....PHfi4tIns7R3Jssw r , Min 14 �' }2aR 4° E/'a-taxa 4 .S•5, l EO €a-i EAU 1 d'Q--2ax1/4'S,S.RHCLLEPS i s.._.f. yr} j €:tACYi6*4C SCREWS!SNO ...„. .,....,:.y. } 3xef26t ANCHORS, iE2U59 fe MACHINE SORCWS' - <.. _..F zs sxcr CRs LC r t' E/4"-20 NUTS 0 12'O.C. {rtfESCHEDULE OWr 3j4" NUTS PD t2`qL e'OiIRLO CONCfitf;FE _,.1 (5EE SCHV.DttE ON SHEET 13) Mi., l�6SUREO�CONCRETE^^ SHEET 13) OR CONCRETE'BLOCK CONCREt£tlt OCK ......... '!'.'."„'."'""" }(}1CTZETE,Ndw"FSt9RS REQUIRED E2EVutREA D' FIV LL SIL i STAt.�.,QTLQ (si£se+aEc ,a oal { y y, L_S1(,!. II+,SI'AL1.r�tTtt3N UR€O CONCRET€.-.- Sr1Fi::7 t4) OR CONCRETE.:etoax WALL.RLOUIREQ BY WALL SILL INSZ L Tit}N INSTALLATION DETAILS W/ t- ,EE SHC:£I 4 raft TYPICAL*,iu TE31 "E.O.� E23GE O7STAt`Oe.. a 155 M£t,f . EE t EtA jtT�7dl5 OF USE TSR1 H V BLADE 2. M'OuN NG SECTIO'CM4 3E COMBINED (S!:E S€"EL€FlCriiTOt.S Oi;'SNEcS �X.+iOE('1+l5 CkJ,5N,EtT'1S €N.AU'{WAY`T4 SUIT M RlST,53 VT*N- 0 _ . . _ IIS' f+ 7t FLORIDA. UILDl G CODE.(Non Ht gtF Ve ty. Hurricane Zone' �tiss ... *7.017'RLTE00,INC; 02.017 EASTERN MEIAL SUPPLY,WC, BERTHA H TTA A Accordion Shutter System /7,—L E 4 o1 AM c. I . ■ t KY. RADE#1 W/OR W/O H.Y.WIMC7r+1 MADE- 4° TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV;N orscrurnna nAn ranr r Ear L.C: :r •"4` tt1 IIQ •"C,Tr.xz` VMS mw,Ua'st,s€,,zo-,MR-ax, %este Association, Inc. I OLD 1&-069 ?/Z?jt -Tr. 07/27/17 wno-.(305)871-1530 rv.:(�os}srr-lsaz 426$ Wezkroads Drive s DRAOYING No z$ A 9( ?r,t” -mc ti:tceaacw;eam West Pglrn Beach, EL 33407 a 1,7-167 rX r Ee-a0O&?i8 `"+rrris+rrrr�+ WALTER A.PL1FT.,,P.E. �. FLORIDA LEC-p:4410 s SFfEE'C P.£. S .L}SfONIsTURE/DAT£ e $' OF 20 CO POURED „—.„ NGiL7E ANCHORS i aRt�At4>a+ � 1# CgNCRETE 0; {SE£SCiiEOULE Or'i SstEET'T3) ',:b*O,Z1n htE r tic �� ` EXISTING REQUIRED .. tt :. tib GLASS-or _.... .--....''l n _9DOZSLAg t.19 ars rA> t 1 i r r r} ' a.* APTYuVjVLr EXIST r ASTER ANCHOR 9 }" £L3 rEQ»+' LOCAI OR C.5tWN L lox .. :.... SEE S kiE ULE PN .� r p �j�* 11 ax# cR tS a/a"-xkv. / YEs SCR , a2 U.C. CONCa ANCHORSVVASHSRr r „✓ r EDn ' t I. �t A. SKEET s3) ° £'0_^.; APPLICABLE f EDGE EXISTING I s # APPStChz2£ --E ...._ ' f "! tn9EDG£ ...�,.... „� •� s F r Sim CFF. ! r a 1 j2 t ,' £Spm APPLICABLE ust 23br{:;rcri O API CApLE P JACV � POURED- 7 HEAD,CONCRETE ANCHORS 011= f r CQ RETE 0w.._..,.,........_I ....araxa+stir nt L E ry CONCRETE SEE SCHEDULE 673 SHEET 14). tr FCTr tiA1T:sSSuct t t e" *GT?NCRC'SE ( ,.,,•' •.... " R UtRETi REQUIRED PIT -0' 11 R£,T7Ul32CO £,P3.•�-^..._ .,•.___.._,. �£...lT.� {5 E S N£DUE.E ON L�E1'T ) - l - HY W {' ALtD ,LY FCR UP TO t7tk -75`PSP A.s.o. LIC— HV FLOOR INS ALLAT�ON f —� bYE--�TALLATION n PREssURE w3�ii�c a� FOR,SPArs PER H CEILING INSTALLATION r+EnuLE ga.stIEET TT I GQNCR£TE.aNQrlDas C ""'� � � 01 4s£E$C s.Ot,KE o71�r� r' �s I EXISTwT, arrs •+;T:aAcrrY6rA�v e'pr7a»Aamom.rav:cUa`>A:Wrsy TT JA' wGI✓u, crt) e SPANS rOR V pTNV EeQ " " ripi t. t'343tf itl'tTX#CR 4t{1,O F t )(SAE hvSP ! E✓4}s ,»" 'iGx3/R s tLY.k;CRLAfiTA � e 17 "t ✓w S.' -' KEN CI ccau...._..r,...,�..�straw " { 12` C. !raCCOtIORANCHORS A OR 1/4'0-20 5.S,MIS, Yf NUT C R OCMEE S BuLE ON 2- .Ir1,;Q` .MSWfEi x}T£K c , Rt4C;w7 1 7 a TfSxTtaRAaAVSx,.g.l • . vtAm _ / wAlie rouosa? ,Srs 1. EQ: WW rz SU FJL APPOUREDFco rsPETe_- E scoreN ANCVORS Q.se sE rorE: a}s.as �t3NKOUAM � _.......: _.__........._..., {.w: OR.CONCRETE � P CR� ON SHEET T E D cR'ErE:BLOCK SHEET a 5,} R N CIE BLOCK. V .... cTro,rA3 1 pouRED 'IC 11 LLATION ICI _u ING INSTA I—lYWALL FL INSTALLATION TION E coNcarrE �OR--IN� K-OYER INSjAL TION L"�,+ n_sp Pauae- r�EQUIaEI} pT7E3t.srAti a-t (J) HY RAINGUARQ INSTALLATION t Wm wn-F.92-M@3�N.•.DE:.�4'E.'CfSTFN • E.D...EDGE DISTANCE REM31A9LL iv D4 dt£RP022htEt1 - ,� I- S'Cr SttEE"a T-oR reFfCAt SHUT TER (ea"C£Sw^EGdF1Cd:TiCkNS ON SHEET ,at1 OR CNTRI Cs.R,"t APEi?.�cdi.T»E%ir * suak"47.j.00N)IFErtti9 dPrZ SEI�P�LY. INSTALLATION _DETAILS NZ- Al.) HV 'BLA'DE 'S_.MOUNTING SELII04S-CAN BE COMBINED IN-ANY WAY TO's,IIT-AW-INSrTALLARON.' ti63°r s"L `."•"``.r FLORIDA-BUILDING CODE Mon High Velocity Hurricane.Zoite' if.. i; . •,- ' 0.2.017 EASTERN!Aden SUP'P'LY n�2Or7 Ti1.TECY3,INC. '��j e cl nt BER A H TI.t " fi Accordion Shiner'System it V INC. ■ ■ ■ ■ HV. BEADSjtYft VjO KV Yt{ %7�J.IATJE i buffer S tt Af'nertCOn Ssterns N 3 Inc. .N D,IS-085 DATE tlRAWta 9 .l TILLIT TESTING ENGINEERING COMPANY C; n^ � S� sirs ttw isan..st.sir aas,N�`!a`A cuzet.:"-..rtdw..a aavc-. Association, ci nL.U-i5-O$5 7j27jr -apt£ O7/27f1?:. ` �` t T vna.{sas}s7r-rsxp iaK s taas}s7T_fss+ 4268 Westroods Drive z fjlxAiNIN{i NQ FLoxdA taAis7 West Palm Beach, FL 33407 a 17-1,07 WALTER A,TILUT Jr.Pt, b; SNEEi P.E. SM./SIGNATURE/DATE, e 7 'OE 20 SEE END WALL ('8N ILS ON Sh9ELS—jP--k-jjSEE NOTES ON LOCKING RODS(�.KV COCKS Q or Q ��� t! I NSTALLATIONS W f. 1�HV **R`tD ALTEREt.T R�LC7Cic O37 SNtiT S. OUT .:�/ i N EXISTiha GSASS MADE SLA"DETAIL HWIS VALID FOR-1St BLADE W HV CENTERMATES Fit=E,�A.ES aFPUCI,oN'� t EDEci. �ExsTTNG cuss DETAILS 4N SHEETS -1 1 & ,tA T 8 1/2' 7, AN c 7(GOES-T5 ALLOY)A7,U7.1. /<' - - - MMETRYG ULn:I(zj t fa"¢in�COv ^ ', ANCHORS t0 CONCRETE1 - i CENTERMATES miv ; CENTER M, PaRAr (TOP/pOttOni)L I - 1 su.s.To SURES ptox3/< s.i,s. W V LQT 5 ! Wf NV �OC�K �0 9 I t Q.C.E'ULL LENOW. (SEE SCNEO E Al'tatty ANGLE.(rm)� �� � r (N 1 oa St7EET 7x 1 LO ��® ©» HVC 0A�®,o -(iQ�< (�-'� � 2 a ---- OUT HVA �/A HVB t a*�oa cw�oa 10 .ja _ POUR oi.CRETL_cR /� -Ex15T rtG G2A55 s 4,:/*'tirl •LJt=.�-V:.1 I _. /� 10 ,°".@:/•L:J°R &=_fYC7.tVAt.L -XTSTSnG T@'L'lsv i3•�¢a $ + as; t SYY MMMCT� ,�f �,N (D �.f,+ ^�.:/°nt,:�•tJ-®�` WN. µ � r rvss �� 13 t 5• 5 `LExts�tr+ � CENTERMATES t }5" 8 i 8 oa�g . j HE E .,_)__ * j (SEE.SCNEaVt) _ W V.COC aarlaNax ON s+7EET 7 } ! ._... (tNTEMOR) C? ? 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L✓ 04017%TEC().INC: 02017 EMITERN MET4,3Ui'!'LY,,{#dc:. � B RSA HVTM WM Accordion hute sten0.4 !U � . � S N ..eAOEWCt Yjfl LY,` , TlLLlT r>stlrrc dr ENGINEERING COMPANY Shufter Systems cv. oEsaRrFnaN aATe owexN Gam. susFtli:;own.m n(9,aSt. 3 1S65 J,avA,jaa:VAOM JOSj$7t#t-aRf 5nJ#:JvAssociation, Inc. 7/27/1 pMt?VVA4ulhO0:7127/17 I{2?174/ 17 4268 Westroass Drive x j ........ w1 -mWest Potm Beach. FE3#07 J E6-C006719 17--107 �••.,•r.�teer+A«di WALTER'A,71LUT Jr.F.E.. 4 E nSCJ'1:./SJIGh}:TiTUREIDA.T €iGRtikh Ur,.{$4si67 5- SJ141E.� 6. S OF 20 . POURED CONCRETE RETE- POURED";CONCRM n "OVRED CCI<RM OR - /'�" ORC4 C'R RE - . .._ ,..� ._. Co*4cRcTa�R1,OCf';r1siLL OR ......_. ----°._,,..... BLOCK WAtI.REQUIRED -_, 013 LORCR.EIE REWIRED J BLOCK WALL hf01 fREiB � �•'�? BES}CiS 1aAE "tdEdU RED ERIST@'-0'C GLASS •—,.EX.STiN£GLASS a +,...,GO3IGRFa At-acf .—t ...-..-C: EXISTING G GLASS .; y k.N.SEphR3,(k'1 �f ..(t. t� T 2"?AA{M1t.,' - %tST[MG&ASS' EO Ee hua.,. 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ALUMINUM CLIP ANGLE If ` r _— c ts'O.G. _ � - _ (aQ��Ts ALLOY]AT MtDHEtGHT / .' try 3Gxif2 SM.1L TOQfi )# f':+1... . _ ;. t2)1/4p 3MCOh*S ANCHORS TO J PP WALE AT t O.0,(LOCATE At SEE OVAL X SIDE CO'�NECTI N d� EITHER�ed) �OR �' SEE cETa€E x FO (D OR • TO rcrrx s ��C>';CJ ©' ° 510E COttttEGAON �� 7 a 6 7 sx$ tt SIDE CONKS TION �x" "0�+✓ ,ta a` aC. w 6. ?"( I °"�3w TO TRACKS Ll"'llae$�+"1. ..�m fd �r•��^!0:•'��•0r�'.0 , TO TtEltiCKS� t0•.C���: OaSo }j•�x�` g _•{}7' .Ioa 6p7 0.1 .�}g ae{ .@°'4)'Q=f x. ..@.. . 0 'ti✓'. rm�+ ry"tC.we° ,�s",�''LR4Y.7'?'C.7. END-CON NECTION DETAIL I ENO CONNECTION DETAIL 2 END CONNECTION DETA11��13 END CONNECI'IOIV 'CIETAIC"�" A REOUIRE;D ONLY FOR 5$+AIDS:GREATEii':TPtAN...t7•.O'.. .. 'ONCRETE EXt5T1t:(: CONCRETEBEO£X WALL t ,�—EXESTtttG GLASS REdUIRIREO f GLASS WN SEP.31TIVI SO GASS(SEE L5 C7ftS: ?Pjrt...�. I,` 'vYxi j s�-� --- tkM-SHEe"T '� TO GLA. E / W_ "w.✓OR`oJOfi " ft r LT}XND COt1CRETE 1f7 IRAN: 'Of CN ^j ,,����,,;,,''^^^'''',��`.�,,, -t3K SES t. ANCHOR CA ,` `', t"; .._....�„� i SLA)r t5 via . '' x" ,„_ _.._._ OR QftOOR CONCRETE—\, Ei.h'�.,Q'f.Bc�Q�$ 12 t'Y4 4lTELT t4 FOR '� avcttOP Er ... MIN. \:3 EQ V ~"i • SEE LOSTATIONS OF.USG rap, 2 MIN.. i MIN. .' �r���/ y SLADE 19 ON rimEF 19 �OR�dR�®R�OAr.a,..1Y PLAN 6 aR MURCD CONCAVE QR END TAILSTX A10 CONCRETE sLQcc WALE HV BLADE OR FV WINDOW BLADE INTO 7 - Q gip. CONCRETE OR CONCRETE BLOCK WALL,. END CONNECTION DETAIL:. Ca:0 �^ Q�^�; c 6 x FLOR(QA 8!1lLDlNG CODE Non Nigh Velocity Hur000no Zone t® } E57di7 TtLT;C A`a?'2017 EASTERN METAL SUPPer• INC:.BERTHA . A �■A■ Tdd ,��++a� Accordion Shutter Syste �' ' - �'�r V t M C'. ■ ■ H.V.SAM#t WJ oR W/0"H V 5'At3tlOS�!Ems. American Shutter Systems LlT TESTING.tc ENGtNEERING �•- bESCAF t7bN ait .aAAUTL ay.. ' r`tt� COMPANY Association, Inc. iOLD 16-M jyjV1t ,07/27117, '°! 1 8255 N.a'.38th.fib.Sdx.'dx9:%M1i3Gt5d LWO_T.":.v flG`fc,�n. 3]7 *, •, flTTtrita..'_ ._. ' +� ,yr )s7t-si a68 Vestts.Qrlve(30, ssd rax:K3871—t53t OANc 40 tsi West atm Beach. FL 33407 NA. baanLUa 17-10 7 WALTER P.C. .*.»..r retrt:r+' FLOA"JA U0,d AAIE7 5. SHEET .. F'E. EEAL7 GNATUTtEjt?A- s. ia.>OF 2a ac�tE(i LE 1 a0E)uLE a SOMALIA MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAIN* (ft). FOR INSTALLATIONS VJ � TnI(6TrDN-L�'ND � . NOTES; { } / OR "L-'° {#t,} FOR }� "'L-" {if.) 4TJSTALLATTONS WSTALL T1ONS,W/ W ,� 1 M CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GWEN V"i1 ONE M.V. LOCK or ! or or T & IV qt W/ ONE HwV LOCKS MPNSQRT POSITIVE A.S D.DESIGN PRESSURE RATIM MT} LOCK VJ/ NO LOCKING RODS or ONE HV LOCK or 4r ' L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CEN7FFMA 28(& 23 aJj ONE Wj NO L£}CKIrfG RODS ,� OR wj tJQ LOCKING WALL A, 9, C, D, E, M, N, Cr, p; Q, A.S.D, DESIGN PRESSURE RATING. t "T'° LOCK :50 tYfTVJ€t I QitSG {SEE I7tiTcs t:3I 4€1S MOUNTING F, K &'L [3, S. (VAUO FOR MOUNTING:6 (2) PROCEDURE TO.DETERMINE MAXIMUMSPAN FOR RODS 33 TOO BOTTOM{SEE SHEET SHEE€7) FLOOR/CEILING C, R, I, It, J T. U. W 6 X WALL MWNTINGS(TOPjeaTTOM) OR FLOIOR/CEtUNG: �§E Yc tA0 1NSfriLntS43J5 4 CoNortm do ZOOD mwmr + Gt"NC " Kn- Wltflw. CONCRETE Mt?UNTITJG & TA GIVEN A POSITIVE AS.D. DESIGN PRESSURE EATING . i Racdscw5 aa. IUSTAUATIONS TAvn WALL rOVHtlNG 5mc WALL aapUm.G PResufl' DETERMINE MAXIMUM SPAN 'L+*,FROM SCHEDULC. CwTu .MOUNTING rC14rMCNENA NGTTVZ ASD. 4.E5GN PRESSURE RATING. int.t F1Ca$ OftuaurriasG DETERMINE MAXIMUM SPAN "d.-`.FROM SCHEOULE.. T� fn) ? L-(I!j L w tai L"Ic§? L+ (#r}. L-�(§t7. FT a. MAXIMUM srlT7rcER sPFr+ "L+"OR "L-"FOR 30 OR LF..S !6'-0" tE',.dP" &moo' I aG'-D' 3D 16 3" 1G`^4 30 e8` p_ #G. n, INSTALLATIONS INTO WOOD'SHALL BE LIMITED T4 FINAL,MAXIMUM ALLOWABLE SPAN IS EOUAt TO TNF a'--s0" T;°_ .. ._._.»^ �16*-Ir�,..,.-. 105 P6t.A,S.D.DESIGN PR __4-i 15'-?" 1p" 35 15'--2' PRESSURE RATING.. lr�SC.II.U. DETERMINED SPAN SiEtevFEN "L.+;"`AND°"L-" 3S #G" it3'-O" 35 ta`_.fn' ta' ...__ _.-_ _141=e- a--. _ _. _. v-2 _ ^»4Ct #3 1B" 1�-TCf' Yr-2Z �#5'-:2� +;O t3...tO� ,r T'-iO" -.... 40 1d-2",. t5-2, (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13-1" t3"-f" t.T'=c" #4 '3' 4,5 f3�t' t3�.-.;' d5 i3-4' ta'.-;T' t-NV CGRN£R CENTERMATE$3 MAY BE.USEO AT ALT. 'CD2AB§WATI{}Tf5 1.14 BETWEEN V7ALf,4dfl'JtITINGS -__... _,...,„. .---._ W/FLOOR/CEILING MOUNTINGS: 50 t2"-5" T2-5' t2'rS- IX-71 50 12'-S" I2'-5" 50� 12-3 f3"-1" MOUNTING INSTALLATION$. LOCKING SPECIFICATIONS SHALL DE AS INDICATED ON MANDATOR2Y.66N1OsMOX 2 ;-•-T�..__,.. - SS 11-fes ii'-t T� L� FOR A G1itFN POSITIVE A:S.t9, i]ESIGN PRESSURE . _..,_,.., ,....,� .... NciSE. 5.SHEET`a: 6t) 1 i_-3" 1 i •4" 11'-7" t2"-d" 60 t i-4` i},":,...®...-- 6t} t0'-2" ta'^i 1' i ,DETER .. .._ ,... _ DETERMINE- 12, RMTNE. IV-16, 65. 1.-,. Ya !". .. Ll4- MAX.SPAN PGR WALL MOUNTING,VISTAL+.ATIONS, 7O iy,c 10-6- IO'-9" Ir-51 70 10%.6, 101-6, 70 F79— 9-4 LII+- MAX_SPAN FOR FLOOR/CEILING MOUNTgV-, 1. INSTALLA CNS 75 80 fl 0 9 10"x !G G V' 1a 9N� S 9 14` s 10" � 8^4' OR N4 CRETE BLOCK MUTA kE RgPI A � B5 9 g��9 ?0 1"........ "' EXCFPTTtaAT'ft4l:§IaIL+M;� �$. iN!U:d A.S,D.'DrSING FOR A Gt�CT NEGATIVE tiS.D:,DESaGN`PT}ESSURE 9^g* 7045 INTO CONCRETE 90 B` 3 4 3 a 5 to-1 t„0 9 3 3'-3 DE LIMITED AS FCkiQNS: DETERMINE, -- .-...---. .•.-..---»---. -.---- i- CONNECTIONS TO KEYSTONE MOUNTING 95 9 0 g fl" & 2 9-10" 9`a 9-f1"- 6 L!-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. ....... _ .. ._,...,W. __........,.",,,,._ _._._..„ .............._....^. _._._,..._...,. LIMITED TO +64,^-72 C:s-£, A14D 8_'�-0" "SPAN. SEE L2- MAX, SPAN FOR rL-P/dEti.tNG t�IGUNTiNc 1 QD MOUNTING�ON SNCET 7, INSTALLATIONS, ., . -.... ..._....... -- ti?5 B"^7' 7"-i t" g 9" 5•-4` iD5 8'-"7" 7-t f" 7.. -$' T"" L.T-tYI\Mi�11 TQ �� SCHEDULE (,r)CO bEANCHpROvnl?LE'S'#ii1N AS EQUAL AO 7§E 9FINAL MAXIMUM 7#5 V-2,,_.. .7 3' Fi y 8 tf"._ 7T# S 2` 7=3" SEPARATION "L1i". "Lz+'."Lt-`AND 12fi3 g fl 5 ##' E 2 _B 9 I2fr A 4" 6. it` SCHEOULE WITH FINAL MAXIMUM ! #O^ 6 8ALLOWABLE SPANAND NEGATIVE A.S-D,'DESIO"I Ill) 7 g 6--5' 7 1C" 6 1' I3D 7 6 'S" M� �MUM Pf*' U 6'RATING TO DETERMINE MAXIMUM'MdCfde7R 1.x5 3 ? a 1' 7 8" Y 4'... 135 _ 7 7"�. .s ?" , WIND ZONE SPACING. 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F 5 - £3lAA7E tkQPS SHEET` t9 tq 8 5 k2 i0 ,.9 4 - W- 14 Y2 14 9 5 6: - - -14 12 85 - -- fF 12='8,5 7.5-4.5 - 8 $- H 7.5 a' #:g >w I,r12 ip E,S._,4.5 - - 14 72 10 9 7.a 13..9,5 4 - - - .13 9.5 6.5 12 lOw a.5 4 -- " 1+" 12 to 9 7.5 - -�14. 12 ltl 8 8 1{ t2 '10 S !4.12. id 9 5.5 t4 /2 &5 { - - « 14 k2 14 9 F,5 w - 14 k2 14 0 1S' - - t# 11.5 4.5 - - - - '1F #t,5 7.5 $ - - a 8 T,5 & 5 4 - i4 D2 10 8 4... t# ij..10 8 7 1# 12 i0 8 R - i4 12 5. - - i� 12' R G5 - - s' a a E.@ 73 4 14 12 8.5 5 34 t#1L. 74- i 4 55 '- k4 t2 10_ 8 a - IIZ 8S _ 15.6 - - a 'R '3,5 45 3.5 - 5 12 10 10 b Ip-C 14 42 58 -Sr-33 « - ^«. 14 22 1 iA t2' td...-® 8 - 14 t# �- t4. •.9i 15 3S 5 Fr,8 � g t5-- ti 12 55 3 14 1 8 1 M 19 40 9 8 14.10.5 3 E4 17 7 - T{ t? to - -. - - 14 I2 'tq ^_ F0.5 a ! 65 R 5 $ 'a 5 S 3.S t4 12 �7 .<. 14 72 id-. _ �. '- 14 22 id. - - - t4.12 5 M - tb t2 t0 ..� 8 a -L-1- a a 5 7 3,5 74 t2 14 t'j' itl..._ .. _ '.. 14 12 f0 - '"",...'. :"..,. l2w 9.5 ..........._ i25 qB E _ __.. .... ,.,.g 5 4,..; 14 13.Z�t- - 14 17 10 - - 1s. 12 to �- - - 3,5 1p - - - 14. la 7 - - $. '844;,-d-!- 12_ 7 u.6 4.5 - - t4 12 G5 - 95 - 6 T 4.5 - Yt i2 ,5.5T µ - - 14 12 to - 14 12- t9 '- t4 12 4 t4 t2 B 8 6 3' V BLAD tt t2 9 - 14 72 tq i1.5 d9 #t 0.5 4 - 8 8 $.5 45 4... 1# 12 (- - - 14 t2 SQ - •• :._ t_ 14 12 7a - "" - - - f21 4,5 •• - - 135 8.5 4.5-114- 111 - 8 &- 6 9 4 - t 5 - 1< 12 - 14 17 _ - B +.5 ...... _ 9 a,5 - - B 65 15 3.. -3- - tW� R p1'i./ BLADE y��aL/♦� V...w Tb 12 - 14 12 tt 12.. - _ a $...,tl a 8 <5 �xj ��} [�[j WINDOW BLADE 13'-O 1z �- ,.�... 14 i2 a:55.5.- - d.s $- - _ a $ "s 4. 15 - > Z /V H Vi111'1.V1:JYY D.LADE -'"- .�.. 12 Z _ «. - _ - 1+.i2 -- �^..=.. i.S...a ._ - - S.5 &5 _ 8.. a >:5'4.5 t�r/o�p�/4p�t+ f UNISON 14 12 _ 92. ._ _ _ - iF 12 - 6. S. - --ice a a. a 6: K 3 _ WORKING IC(1ii'7�4a (iV 1JI�tiSViT1 14'_.O 14 12' '- ^.._ '' t4 T2...= "" ..:.., _ 14 !2' '_ "' f4 - ..Wi- f} t2 _ - @ 7,5 4 1i 7 - t# 1?. - - k4 12 td < 1A 7.5 _ {_,'_.... -8 73.5 4 1t 51,5 = W 14 12 - - Fd t2 - - 90:5 S - to.0 e' - - -1- 9 9 5 4 .. 14 - �.:.- ,_� 7 3,5 3 1ST'-O DF t# _ - ....14 _ '_^..�.. - 4W R 4. 7 1 J.S Y< _ 14 1+ (- 9 - 8 a 7' 4:5 3x 3 td 14 _ 1 .... .... ... .,._d_ `,. 14 u t �+ _ 4 '.... BUILDING r*�}(T�1 ((fiStt t�. .t u^ �il� 14 -' - - - - 14 - `- -. .es5 .. - . ._.'.. -_ - .g_ 7 tag ]FLORIDA OLit1_i3#1tU LUiJ t/a`>}tl High Y.BOCt(.V 87tSP(!G{3i'tr' .6G1T#4'; e, 01.017 TiLTECO,INC:. (F 2017EASTERN METAL SUPPLY,H1tC, \U ,�� �W. rl�rtw�rr E11TVim Accordion Shutter System ' ME'C Q rNC'. ■ ■ ■ ■ H.V. UXX#1 W/OR W/O H.V.W �t�E A TICCIT TESTING do ENGINEERING COMPANYAmericantv. Shuffer Sysfems. N DueR0+TIaN DATE dRAOt"`rs Lc. s � Association, Inc. i cF� s5-ax> 7/2111 Dn1s 07r27/17 r \ 8,555 xtY.3Gr',:51.,rY{.aaa.tbt3C ANA C,'+dioc?t^i,it:Otxba+33t6 % 1 458 tYestrotlda Drive 2 -'� 5 Gknerre:{3dsda7t-2530 (305}97r-is31 QRAIVING Mq L{`1 tG 1+1 a-moa..t.'itcan0aa#.r:am West fYaim Geoch, FL 336�Ci7 3 - '�� �'{�.! tY. T3'=' 11i WAVER A.71LE7'f Jr_RL *`1 FLORIDA Uro->t 44157 5 CuH!� s�.�. s�1Lp`srrrtttiRE/RATE E. 1x OF 20 MaIk4U¢ ANCHQR• SPADING (SII.) SCHEN 9 RQR A23Vi:N MAX SHUrrfR SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:PE3tlREf}:i;ONGRFTE'Oii GQidGRETB BLQGK SUBSTRATES (SEE Im'"NO3 E,0,-A.r§ON SHEETS 6 A,7) s.ANCHORS TO SUBSTRATE SHALL BE AS P0114W5: POURED CO EIE/CONCk'E7C MOCK POURM CONCRETE (A) TO EXISTINQ POURED,CONCRETE:(Ikn.4"C.�.'3 W) §#AX9EJ}t WALL SILL MOUNTING G C£it.1NG MGUTNTfNG H.FkG4R MOUNTING - 1/4'0 TAPCON OR TAP,CON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS�MANUFACTURED BY LT,W/ BUILDER-.(t�llri.ro m 3 wj+ A1f,.; SPAN . HFL:F1v bRS.SPACING Lb - 1/4"c,it 3/4"ALL,POINTS SOLIO-SU ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 4§46i.zea=s kap (11) SIGN Wrb+?n PATHCot - Ptiss2?Kp 3 .a,_ *z,wlwt flT .YATT4 tit - S/4 0 BLUE TAP CONCRETE ANCHORS-W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,..INC.'M7fl,f e - x ksil '-t TAPCON OR 33 44 8U 75 OD 124 T80 2AS 30140 ,6q 7S 90:.120 too 205 30 4O 60 75 94 T2a 1Aa 205 TAPCON VllTt,AOvAdNOED » i/4"H TAPPERb ANCHORS AS',4AANUFA,CTURED i3S"POWERS FASTENERS,INC..AtiO OtSTRsBUTED BY ALL POITNtS SCREW,801sT&^sPEC44.Tf. 14 12: IQ a 8 ¢ 6 Al5 14 12 10 5 8 e s 6 14 12 1 -H e 8 6 G T iRMFORM TECt hOLOGY COMPtsaY OR ANY OTHER'APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE ANEW*SHUTTER SYSTEMS A5S.00IATIOT,INC. 3'-0" _T4 12 10 H a & 6 6 14 12 to -:9 d B A $ T4.t 4 f0 9.. ¢. 6. (MAA.#'e v 3'icg7} . _.L - ALL POINTS SOLID-SET Oft DE 14 12 10 0 8 S 6 6 14 t2 10 D 8. 8 6 G 14 fit. tq 9 8 D $ :5. ULUE TAF'W/.CAP "NOTES: 1a t2 's0 9 8-I�S' .6 I tb T2 §a H 8 8 6 8 f% Y? iC 9 $ b 8 6 ....._..--..--------- A,1.)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPDON al° TAPCON WIN ADVANCED TWRERBFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 12 !0 9 ¢ 75.3A 14 12 ta. A 8 8 -A' $ to 1? 'fi0 .9 $ $ b 5 TAPPER+ ,.. �.. _. __ ...._ - ._,.I00 r.rNCHDRS IST 3/4'.AND FOR BLUE TAP Ill CAP Ah`CN4Rs IS a ifx-. 4" 0 t4 S2. 10 9 $ 8 & 6 14 12 to 9 8 8..8 $ to t2 ia- 9 ¢ 8, V. 5;5 . _........w. f4 12. It 4 8 $ 8 4 14 12 1O 9 8 B 6 +1:5.'!4 i2 t0. 9 '¢ A 4 3:5 A.x)M,NMUTA EMBEDMENT OF 1/4"0 x J/4'AIL PANTS SOLID-SET ANCHORS SHALL 0E 7/8"INTO THE POURED CONCRETE.NO EMBEgt,D4 _. 5- To 4 8 8 6 4,$ t4 12 :10 S 8 8 e S:5 14 f2 TO 9 8 8 A" 4,5. r.SE£;UN.xATN§h AF US#:PAR INTO STUCCO SNA!A.BE PERMITTED, 1,/4'0-20'S,S.MACHINE SCREW USED SMALL:BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 10 8 7:5 55 3.5. »- 14 t2 t0.-._„9, 8 8 8 5 tS 42. 70 9 8 7-..b_5. 4 E.s , 14 EJ(I$"1;AND i"NR!§64UM FOR WALES VfITF#NO STUCCO. ,AMO. 14 §2 10 s.. 8 U. A 6 34 12: t0 $ b $ G 5.S 14 k2 A0 H. '88- 6 43 - t4 12. TO H -$ Z • - 54. t2 lq h. 6 69 5 '3.& t4 t2 20 8 G:� 5 35 3 A.3)IN CASE'THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVE42S'OR A!1`r VENEER BE FOUND ON THE E105TING Yeh41 OR FLOOR, -..".. ..... - }4 S2. 10 9 8 8 8 4.:a 14 I%..i,, H 8. 8. 4,5 e3.75 'ANCHORS SHALL 8E LONG ENCiOak TO REACH THE MAIN'STRUCTURE'BEHIND'5A!D-WALL ftN1$#ES.ANCHORAGE,SMALL BE AS INCTICATED'04 74 ,t2 %a f3. 8 7 5 4 S. _ 14 12'f2 s14 9 7,5r45 J-- ts^ z2is .:...:40 &5 9 55 4.�^_. a J-2- 19 6.5 53e 3 3-y4LATIONITiTO)Ei€50WITH NEt`AL STVDSVE,FOR I 5�EEa$HEEd 20.TORIC AOR-EIFS-V+#M 4R WtiNO4iT"METAL 5ft1t15 CONSULT 7N15 ENGIfNEEF?.ROR 1412 10 $ $1 _... ,...I4 t2. to 9 8. .- ^ )4 f2 TO 9 a CS 5 3:75 14 to H.$ 8 5 �, -. (B) TO FJQSTING CONCRETE BLOCKa.(ASTM C"9O), t4 RUE. $ 6.5H-- S - - t4 t2 i¢ 9 (S 6.5 43,3.5 T42 �!Qi- 7 5 3S :3 1/4'0 x 3I4N"ALL.POtOR CNTO„,SOLID-SET AtNCN WITH OtiORS,RS AiSTR1809EOORM 01F30Y R CMOR^-a.AS MAt1UFACTVRED BI'T,T.44.BUILDER. '�'» - is f9. 9a r3 a 7 v . POINTS SCREW"eDLT.k SPECIALTY COMPANY:ti fl8 - 5 4 H i,m 8.5 4 3..... ..,_., ..__ _.. .111.,.10 :...._„.,.. ---^^- 9 4,5 ?,S _. - - tjs 0 BLUE TAP COHERES£ANCHORS W/OAP AS MANUFACTURED BX-.FLORIDA FASTENER$DJ ME,INC, 14 tq 8 � - 1/4'@ TAPPERED HNCHORS AS MA.'aUFACTURED'D5`PORAERS FASTENERS,.§NG„AND O1STR(BUTEO 8Y AL1.P(71NTSSCREVt,BOLT"&SPECIALTY • _ - T4 t2 10 9.-7,5 US 4 _ ?-7.5 4:5 TT t0 8.5 -' COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED W40OR REGISTE'RE0'WITH THE AMERICAN:SHUTTER SYTSIEMS.ASSOCIATION,INC. 14 17. 7 8 45 - 14 52 -11-1 s 75 5,5 4 14 i. 7 0 4.5 3 14 12" 1q C's - 14 12 10 S a 6 4 - 14 - k0 6.9 5_3g - NOTES:: $'O 14 12 8$ 5 3 - t4 t2 �& AT 5.S 4 3 125 9. 5 4 3 R.I)MINIMUM EMBEDMENT INTO CONCRETE.BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANC14ORS IS 1 1/4'AND TAPCON 14 G2 9.5 - 14 12 AS.8 8.5 S - 14 12,.8 G 8.5 WITH ADVAEtCEO.TNREAOFORM TECHNOLOGY ASiCHORS IS ?'. 73 9.5 F5 5 '2 1q $ 8.5 5 -^ 14 12.: 8 G.5 S 4 - S..yO 14 "t2 A4 71-4 I _ - 14 z2 10 9 7.5 45 w_ » 14 12 $'b�__5.5 4 - 8.2)MCN##FUM Ef48EOMEsx7 OF,T/4'*x 3/4'ALL POIFaTS'S4L#O�SEF A.NCffiDRS S1t?dT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLCCK,tt0 f4 1.5 5 < - i.t[(i% 7 S5 5 3.5 - 11 8 5.S 49 3,5 - - - DABEDIAENT INTO STUCCO SMI.BE PERMrMD. 1/4'0-20 ILS.MACHINE SCREW USED SHALL.8E 1 1/2'LONG MINIMUM SHOULD STUCCO /4 12 ail, 6.5 4„S. - - 14 I t2 8.S 7 S.5 4 - S4 f0.5 7 5,5 -6 4.5 - E70b"f.AeyD t'MINIMUM FOR WALLS NR1H NO 3TUf0, 1i S 8-5 55 4 _ - t{ 12 9 1 6 4.5 ..... 14- _7 45 3,5 - - 10' 0 y12 t0 B Z5 .. is 12 to .o f6.9 5 - 14 t 8 5.. 4 -1 8:3)IN CASE INAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS.OR ANY VENEER BE FOUND ON THE EXISTING WALL OR'FLCCRf 14 1�0.s 7µW 5 l!I •- 93 9S Ab 5 i 3 -_m-. 14.T,3': 1 4 }3 _ :_ ANCHORS SHALL BE LN1G ENOUGH TO REACH THE:M43N STRUCTURE'$EHINO;SAND YAA?3 FINISHES.A1N.CHORAGE SHALL.TdE AS lf:. ArEO ON 14 r4-S A- 8 5 4 - 92,5 93 5 5. + S - NOTES B.tj�'B12)ABOVE.FOR INSTALLATIONS ON VINYL SiOwl'aR.EIFS KITH OR WITHOUT METAL.STUDS CONSULT THIS.Et*NF;ER T2 A S.SH a t3 Ta 63 5 4 3 - r`•OR titSThLLATIOY INTO US WITH METAL STUDS SEE SHELT 120. 14 17 9 7 4 t4 §45 1 5.S 45 31 - ..""^` .- `.,'-.. (C') ANCHORS SHALL OC tN5TALLED.FOLLOWING ALL OF THE RECOMMESIDASICHS AND SPECIFTCAPONS OF T19E.ANCHOR'S-MANUFACTURER. 9f' 0 r251§:5 S ..._.. T2 3 5 43l 3 w N. as3. 3' tot4 f0 7 - - 14 ta.5 7 S- - lt5$.8 5.5 tS ,75 - W 11,5 75 A 5 - _ (D) SEE SCHEDULEE-.BELOW FOR EM DISTANCE(E;D.).VERSUS,SPACENC RELATIONSHIP FOR ANCHORS, » 12 9 6 4 4 sz. D. i4r i2 I4 L_... = is 12 ') 65 ss _ as tc 65 s 4 - - - £ t£....4tISTG£X£Lt. tSS'AGtNTr_SklEPt71LEBNSF9HS;. ! - f1 9 SS 4 3.5 $ b 4 T 3 - - MNAMUM ANCHOR SPACINGS ARE VAUD TCR£)CE O'STANCES INDICATED BELOW.FOR E,D,1.FS5 THAN THE I4MCATED.REDUCE ANCF{OR SPA�CINO BY REDUCED PAC ShACTN 54f0#N C: SCN R SH L THE FOLD.SS Tf FN TORS, fl i6,5 - _ §4 90:6 7 5&4:5 - - - ii sa r, s, 35 _ - - RED1.iCi0."5PAC1'tw OtlfAtNED U51IgG.-FA.C10R SHALL NOT OF LESS TI1M0 MWNAUM:SPAOg2G 1NDK:A7ED FOR EACH ANCHOR 1XPE, 13• 0 14., 12 »(u - ri ttS.Ya 6 5 -� 12 9 6 45 4 - FACTOR. _ ,...�_79 S.S. 4 t 3 -� ACTUAL CON WITH ADVAN' TAPPER z2s$.51 tt 9 5 s$' 'i » ss �` 5 d 4 """"`1 EDGE TAPCON. ,p > TECHNOLaGY ALL POINT SOLIDS SET BLUE TAP WJ COP 8 6 I- _ - z3 45 65 - - Toa 75 5- 4 - -----• -- ---_ _ - i h f�� E,D, MIN. PACING- 3 R MIN,SPAOINO-3' MIN,SPACING-3 1/2' MIFi.SOAC#NG ++:5' 33/4-C SPACING 14' 0 14 #d - _I C 1a tqu S5 7" &13 3 4 » j= QH LJ YT DE QRE 060110 EONCRETC 1aR -9 [ 49 35 _ - ..gip{ POCLfR�Qg1iETCE.h POE,OCONE k 71 8:. 5 45 - _. •. •• 6 6.S 4,5 �91r, 7 ". }� CONCRETE LOCI wt CIT ATE CONCRETE.i , Mid..EA.A3 t0' M .BLOCK UK, CO. CC0:,+Ea 2$tr 75 « t2 II -6 _ O5. 8 �5 6 - 911 AnF (y� .L� 3' _ f.O- 0.90 f.0 0,78 1.0 0.84 1.0 6.s 5 s - 2 t j2' ..... O.BT t0 _....... IN ...:. T. C1:91 - - ..-_._,. ...._.................. 0.43 M . 29: 0.35 _ - - 9.5 1.t}RflA $SJIi_OIP3C CODf'(Hon-High Velocity "Hurricane Zone. Oft++' " 1/ '.„ G2at7 TILTECO,#Nr. Ca 2017 EASTERN METAL sur=PL INC, ��TTM . Accordion Shutter System 1 L E� ,rr.. ..I . . .. . . 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QWAM/FLOOR MOUN--11NO [}L WAU/WALK OVER MOUMINO _tA.4t 2 Ft 0 _ TAPOON OR; }+ 4srat � 4,0."ITT SJOUK E aE W� 4{y t sat MSrA RM In rangy:{p k G t titer n PF=K�N m( TAPCON WITH ADVANCED _. . _. 30 40 t3D 75 "gR {1Q 160 205 30 40 d0 79' 60 120 160 2C5 SO 40 '65 75-r Op 72b 160 2Q5 7C! +D 50 T5 90 920 fdq 2Q5 THREADFORM TECHNOLOGY 14 72 F0. 8 $ 8 £ 11" T2 SY 12 F2 F2:.i2 1.5 a.5 6:5 7 7 ? 7 .7 7. 7 "'x 5 5 5 ,5 3 9, 9 1 9 ,ftLL PCINIn SOLID-SET 14 12 1'l0 .9 $ 8 a` T2 L12 72 t2 12 72 &6':-7 ? 7 7 �7 7 7 7 7 d 5 9-.5 5 5 5 'S - R tE55 44 12 YO 9 8 $...,.6. 12 11 t2 12. 05 8 4" 45 7 7 i' 7 7 7 7 6.5-. 5 ,", 5 'S 5 5� 9 -.'S BLUE TAP. 71 12 10 8 $ $ £ 11 71 F2' t1 10 73 6 7 7... 7 J 7 7 7...7 5 ,5' •5 ..5 S 5".. .� S TAPPER+ 14 4z itr 1 a a G fli-2112- 72 )2. 72 12. f.5$'.9 £:5 5 7 T" 7 7 7 X 53' "4 5 5. 9 5 5 5 5 4 _.. ,. ., .K-5 .w. ,...._.� 4'-0' 74 12 70µ"A $ $ G 7T. i2 4.9 $. 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