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HomeMy WebLinkAboutProduct Approval ESS _ I - SHU TE2t SERVICES INC" We're Taking The Shutter Industry By Storm" z balcony front entry 1626 S.W. Biltmore Street Port St.Lucie, Florida 34984 m(772) 871-1915 (800)749-9056 o Fax(772) 871-0990 5/21/13 Florida Building Code Online j1— Rofida n,,pan r ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff s BCIS`Site Map Links Search Business Professial l ° I Product Approval USER:Public User Regulation Product ADDroval Menu>Product or ADDlication Search>Aoolicatlon List>Application Detail S^ iI ` r FL# FL389-.RS � �' " '''" Application Type Code Version 2010 Application Status Approved Comments Archived I i 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 lrodriguez@easternrrietal.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 r 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 12/31/2013 Validated By John Henry Kampmann Jr. P-', Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192 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 Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EOUIVALENT LETTER ORIGINAL.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 wm.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFONlQQcD/o3d 1/2 6121/13 Florida Building Code Online VdLe VCHUdLCU 1L/Ll/LUll ' Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter:Blade 3 Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwo 11-190 ASSA.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 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwo 11-190.0 ASD negative load the HV3 blade w/o window blade,T-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 IT ASSA drwa 11-192,01' 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 p.s.f I FL389 R5 AE ASSA Productevaluationreoortdrwn11192 pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVl blade,W-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 HVl 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-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA DRWG 11-194,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. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwo 11-194.0f Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vdth an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address"bich can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: _cLhecV 1�CUTILV At f:Tltl Ca www.floridabuilding.org/pr/pr app dtl.aspx?paranr=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFONlQQc%3d 212 GENERAL, NOTES: 1.SERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E•D.)HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 1010 EDITION OF THE FLOR'OA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE 20N88. CESIGN WIND LOADS SHALL BE CETERMLNED AS PER SECTION 1620 0=THE ABOVE MENTIONED CODE,FORA BASIC WIND SPEED RECUIREO BY THE JUMDOCRON WHERE SHUTTER MU. TABLE OF CONTENTS: SE INSTALLED WITH A DIREC1101NALITY FACTOR K6-0.35,USNG ASCE 7-10 FOR INSTALLATIONS UNDER-2010 PBC AVD SHALL NOT EXCEED THE WO14M(ASD.) DMISN PRESSURE RATINGS INDICATED ON SHEETS it, 12, 13, 14, 15, 1S&20. IN ORDER TO VERIFY THE ASM CONDIDCN,ULTIMATE MS!GN WIND LOADS DETEJOIIPNED PER ASC`_7-10 SHN.L.BE FIRST REAUCED TO A.S.O.DESIGN VY:NO LOADS AREA 1: HV BLADES 6) BY MULTIPLYING THEM BY 0.6 IN ORDETO COUNIFE THESE W/MAY.(ASA)DESIGN PRESSURE RATINGS ONDICATED ON SHEETS 11.12.13, 14. 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO%TA.Y THAT COMPONENTS AND ANCHORS ON THIS F.E.D.AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR MNO LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 A:tALYSS.HOA'EVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VER.FICAPON OF FASTENERS m WOOD. SYSTEM COMPONENTS 21-37 SHIFT 3 BERTHA HN.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 1N ACCOMWICE VdTH SECTION i609.t.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 ATL REJ?ORTSI TYPICAL WINDOW BLADE&Y NOOV!DETAIL -HV BLADE 0 #0224.01-D3,10715.01-03,fIC04.01-05. f121.4.01-05,#C317;02•-GB;#0608.01.-10 AND#0210,01-11 AS PER TAS-201,TAS-2C2 AND TAS-203 PROTOCOLS AND AASRd E-1886 AREA 2: HV SIADE(1)AND HV W(NDQW BLADE-g AND E-1998 SrANDARCS(MISSILE LZ-4.-L D.WIND ZONE'S 1.2 L 3)&0122DDI-10 AS PER TAS 101,203 it 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICA84 -HV%INDZI BLADE 6#0505,01-03 AS PER ASTM E-TSE6.AND E-1995"(VISS1Z LEVEL D.VfID:ONES 1,2,3)BASIC PROTECTION ONLY AND f 0723.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELPATRON&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/3LOCK SHEET 6 2.Fv BLADE(D AND W✓'A',DQW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,EERTHA H.V.ACCORCON PIANS(HV SCREWS),LASED AT BLA ES KNUCkL!ANO FOR DIRECT MOUNT C04,NECTION TO TRACKS SHALL BE#14.2.75'AND#1411,75'RESPECMELY,410-KT MINIMUM SERIES CE?JTERt✓ATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 1310 kst YIELD STRENGTH AND 180 kSl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA K✓DACROSHIELD COATING SYSTIEU AS MANUFACTURED BY APPROVED CEIJTERMATE ALTERNATING DETAILS IIA SHEET 9 OCNIINC APPLICATORS.REGISTERED V,;TH AMERICAN SHUTTER SYSTEMS ASSOCIATION.'PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALLIUCNUM TRU EKSIONS SHALL BE AL.UMINUM.ASSOIDARON A'.1OY 1,140TEMPS AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY k5 90.0 kct AND 35.7 kat FOR ESD CONNMAXIMUM SPAN TPAN T DETAILS 776,CO?dCRETE/BLOCK SHEET 10 6005-15 ALLOY, ABLES SHEET 1T ANCHOR SCHEDULE-CONCRETE&B=r 'SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSi(MT RESISTANT COATED CAISSON STEEL AS PER IDA 50018 WITH 50 1.1 MIN.YIELD STRENGTH AND 90 ke;VDI.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SW:L COMPLY W/FLORIDA BUILDING CODE.SECTION 2411,3.3.4. ANCHOR SCHEDULE-CONCRETE&ELOCK 'SHEET 14 6.SOLS TO BE ASTM A-3C7 GALVANIZED STEL,OR ASI 304 OR 316 SERIES STAINLESS STEL.WITH 35 k41 UNIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FCU.O%lNG SHEETS FOR ANCHOR SPECIFICATIONS:K✓BLADE 0: 12.Q.14.15 AND 20 INSTALLATION DETAILS M-R.V.'00D SHEET IS NV EWCE '&Q .WGRK!NG IN UNISON: 12, 13&15- 11'WALIATION DETAILS S-X,WOOD SHEET 17 END CONNECTION MAILS 7-12&X.WOOD SHEET 18 S.THIS SRTm N.Y.A"CCRDKON SHUTTER S1•STEM SEARS A U.S.PATENT$079,582.COMPONENTS OF TKS APPROVAL ARE COVERED,IN WHOLE OR IN PART EY U.S.-PATENT#5'45R:'79 ISSUED TO EASTERN N0-AL SUPPLY,INC, 5.D SHALL BE-THE RPSPONSIBIUtY OF THE CONTRACTOR TO VERIFY ME.MUNDNESS OF THE STRUCTURE WhSFTE SHUTTER IS TO BE-ATTACHED TO INSURE PROPER • cc AREA 3: HV"1'�,+IDOW..BLADE:c"fi ONLY- S. Ez ANCHOP.AGE.CONTRACTOR TO..,1L/CAULM.. ALL SHUTTER COMPONENT EDGES'WH'CK REVAN.THRU PASTEMNO IN CO.NTInJOUS CaNTACT WITH THE BUILD!=TO PREVENT WIND/RAN INT^nUSION. TYPICAL SHUTTER ELEVATION SHEET 15 1G.EACH UNIT MUST BEAR PERMANENT LA-L.IN A NSaSLE PLACE WITH VARNiNO NOTE:DURING PERIODS OF HURgrANE WARNINGS HOME OWNER,TOMT,OR ODIERS,MUST PROPERLY CLOSE AL1.1N AND HO CENTERMATES AND•EtGACE OR,LOCK ALL KV AND HO LOCKS, AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LAOG SHALL SE LOCATED ON A READILY MOLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE 14TH SECTION 1715,3.3 OF FLOICA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD VMLLS SHEET 20 PLACED FOR EVERY OPENING, LASEUNG TO COMPLY V4174 SECTION 17118.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA NY.ACCORDION SHUMP SYSTEM'$wStAuATICN SHAT!-COMPLY WITH SPEC$INDICATED IN 7HOS ORAW'INC PLUS ANY BU:LGIND AND ZONING REGULATIONS PR01IO$D BY THE JUMSC CION YMERE PERMIT IS APPLIED TO. 13,(e) THIS P.E.O,PREPAI3EO BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROOECTL i.e.MEW-THE SITE COND€PONS PEV'ATE FROM THE r E.O. (6)CONTRACTOR TO BE RESPONSIBLE FOR TTL SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRO^:HILT,BASED ON THIS P.E.D..PRC✓'DEO HE/SHE DOES NOT OEVATE FROM THE CONDITIONS DETAILED ON TH:S DDCUUEAT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. {c)THIS P.EO.WILL BE CONSDEF'IED MSJD IF ALTERED 6Y ANY MEANS. (E� SPECIFIC PROJECTS SPECPROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT",ICH WILL BECOME THE ENGINEER OF RECORD(LO.RJ FOR THE PROJECT AND)AHO MILT.ES RESPONSIBLE FOR THE PROPER USE OF THE PX-13,E S64CER OF RECORO,A.^RNO AS A OELECATED ENGINEER TO THE P.Lo.Eii^„1NEER SHALL SUBMIT TO THIS LATTER 62 SITE SPEC'.m ORA'A1NG5 FOR REVIEW. (0)THIS P.E.C.SHADE BEAR THE CATS AND CRIGNAL SEAL AND SGNATURE OF THE PROFESSIONA2 SYGUNEER OF RECORO THAF P:RE-ARID 1T. FLORIDA BUILDING CODE i`on High Velocity Hurricane Zone: tt AA y 0 2011 EASTERN META.SUPPLY.INC. T BERTHA HVTm A � �+ Accordion Shutter System fL E c o�Hc. ■ ■ ■ ■ Hu r1 VI/OR W/O Hv 1NTY'JU aaaDE American Shutter SyStOM3 �,K OiSMIPTON DAT[ DRAWN GY.. Ac. i1Ll.IT TESTING & ENCINEERING COMPANY Assoctatlan! Inc. t O;.D 11-063 (/29/11 OATS: 11/25/11 V 7b1E nF 653 H:b,3€ ,F.. Ste.VINE xCJRCER5 2Lfi 3:66 ` Pha;(30055 6 530 Fc.71-1 .I(SCS}871;531 4288 W@StTOOdS Drove' 2 DRAVAtNG Na West Palm Beach, FL 33407 3 11-192 I_Og2 SS ZON........hGIIIR VIALTnj .1E Lc ieisSriEET P.E:"3E91 3Tu�E�/OHNE 6 1 OF 20 •<0.W n.to.B..l'•e > VAR:CS t 491" 0 ` a HV SOLID BLADE n s` 6 t�HV 90'/180• STARTER COVERED UNDER US PATENT g 5459179 ._.i l QUALIFIED AOR USE Y!J UPLIFTED FOR USE w/ Hv eLA (i"i 04 HV WRECT MQUNT W BLADE-�i 1 A HY WINDOW BLA�D•�ty 6005-TS ALLDY ANO TEMP[R QUAL FIED FOO U E W/ hY 6063-T6 ALLOY AND TEMPER EE LINMTATIOM� - � DE CA ON SH c 18 6063-T6 AB 0�AfJO TEMPEA 4'"" $$� 6063-T6 ALLOY Aw0 TE.. 3 65DD" 44' _:..i_.i I cas• �fil � 'e� 7G 2690° 3.556_ f� Tom-`•--� 831 i. C' L "fir !�_ �O';'�., � �,ai�•� x,oaz° • -, T• JHV ADJ. ADAPTER W/LIP `i3E^ f eta , aZS� �1,2�T6• QUALIFIED FOR USE W/KV ®.HV WALK—OVER TRACK �- 6HV ADJ. FLOOR TRACK GUIDE(� QUALIFIED FOR USE w/ HV L9 HV TRENCH TRACK �xs6 ,T�• ' 6063-76 :,tLOY AND TEM7 c 1 QUALIFIED FCF. USE W/ ITV QUALIFIED FOR USE W/ }IV 6063-TG ALLOY TEMPER GLADE 1(�ONLY, 10 H RA�1 1NGUARD BLADE(1) Tnl .; 6063-T6 ALLOY AND TEMPER QUAL iFIED FOR LAE W/HV 6063-76 ALLOY AND TEMPER -J WMES 1,936' BLADE VARIES t.9315, 6063-TE ALLOY AND TEMPER, 09.3' •tag- -� ' :..670 ,A AGC_ i i ,G'D•� 't' few r.� iz 1 67a 1.&36• i o 0•�tt 690 t 1 .Fg �•` i a'_ ~'� ' �`3,520" 3.528° - 3.520• 70 lily_ ((11 .HV CEILING HEADER 121 HV KEADE SILL . HD CEILING HEADS SILL Q'7ALInED FOR USE W/ HV BLADE rrl7"10f�LY, QUALIFIED FOR USE•1:'/ HV BLADE GNLY HEADER/ SILL ALLOYr AND TEMPE QUALIFIED FOR USE W/ hV 13LADErI SHO WALL NEdOER SILL SEE SECTIONS FOR VALIDITY;' SEE SECTIONS FOR VALIDITY. OUAUFIED FOR USE W/fi! 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEi+ BLADE Cl)ONLY. 6063-76 ALLOY AND TEMPER 1 MMF%DNENT A D Tt 72 x Y t tl 44h1 k .7 MN.5 ) 1 I (� I 2• S"MAX. 118' 1/9' 1• 3• 0.09D" !.�._.I (�8 p• (5"MAX. D.192' 0.192• I x SIDE ANGLES i —�- �D1 CORNER QU&IFIED FOR USE.w/ HV ALUMINUM ANGLES Its 2,5• 7'MAX. 0.190" o.t90" - . STS �� - �1L'AL rED FOR US-- 'N/ HV BLADE(1' QUAW-IEO F0 USE WJ tW __.... BLADE T 6063=T6 ALLOY AND TEMPER BLADE F06 ONLY. , 2° 5"Mhx.j 0.138" D.t}t° 6063-T6 ALLOY A TEM?E'n 6063-T6 ALLOY AND TEMPER I FLORIDA HONG COD=(Non High Velocity Hurricane Zone Il�tvtrriii r (O 2011 EASTERN METAL SUPPLY,4.ti0. Til+1lP��tiR A. oto BERTHA-HVTM S & A Accordion Shutter System. 1 L E C 1 N C. ■ ! ■ » H.V.BAX Wf OR Vd/O H.V.WN�V GLADE r1�D::g4167 - American Shutter Systems ft•: TILLIT TESTING & ENGINEERING COMPANY Y •e ccsLAlanoN DATE awcw•c Dr, 'G. l.7.9 r--4.°gym Association, Inc. a OLe 1T-CIE3 11/23/11 WE'. 11/29/11 -0-ti ft—:{3as)9?t-167a.FCA:(305)971-163; 4268 W'estroads Drive x —&� �--• a--a:W—ceol.:m West Palm Beach, FL 33407 s DRA'P:€NO Vc :FCORI�A;'\� ®-aoc691s 11—192 tilt WfLDFtlI;A Lc 4/167 S SHEET P,(''^: RL1/DATE 6 2 OF 2 a,65p' 2, .745• $ M °g2r^• a 92 t/a•-1a.tfl; t/a'-� W.GST oyL' SMVn9 1A(1( MEUM5 K>1 .S. (t TVP.) PMMW tr/ Hous�T EWNO } ( f mt � L I .Os2• �t; =5J� $ � G��--e6 I � l •l ��. mss mr.�-�. „1 e2T1 I L6RAs4 EYuvaTa DUSS Crt6aD0i _! I u 43e•R� :� , &xM(l nR w (C11XVs FATED) t:Y HV CENTERMATE PATE°) UALIFlED FOR USE W/ HV ELA.DE(D&f ON r 2 HV FLOATING CENTERMAT��� �° ' '' HVLOCKHV EGRESS LOCK 6063-76 ALLOY AND TEMPER QU IPI"ED FOR USE W/ HV BLADE(I)&�ONLY °A7 �3m 7' } QUALJFIEO FORSE W/'HV QUALIFIED FOR USE W/ Hv 6053-T6 ALLOY AND TEeaPEF: BIADEQ)&, -ONLY. ° I & (4 ONLY. O�LIFELAD IED FOR USE %V/ HV E 1 Ot.LY 2.61 L' --.2so"aa. 6a6� 6063-T6 ALLOY ANa TENDER fire' 1.759° 522' O N L.Dts' 7.o7e t.7ss � � � PIT •0--- �I o •nil, :380•AFTER R. Na 10 3y K" °h " € n �S.0g' , � ��4a 20$x 3�4n LEFORE.R VETNG .t i , j o a E!— nIVN VC (� n I S,% TH�.1#49SGREW �--i• r n �� ;` *SEPALS 2444 ALIJ N:6M(702a-TJ ALL"ORDE FIANCE iN pIEU tE M.PART I<NT,AS .LAY pRED Y AE PEA4 FRONT El"ATkON 123' HV MAL "T' LOCK C T - t 0,966• 1, LOOKER FOR "T" LOCK CENTERMATE OUALF1'c0 FOR USE W/ HV SLADE t ONLY LiV FEMALE "T" LOCK CENTERMATE HV aTa LOCK HY ALTERNATIVE LOCK 60 63-76 ALLOY AND 1EMFER. QUALIFIED FOR USE OUPLIFIED FOR USE W/ HV CUAlJFlED FOR USE tY/HV BLADE 1�ONLY OW UFIED FOR USE Yt/ HV BLADE nONLY W/w-ELADE Q ONLY. BLADE 1(7 ONLY, 6063-76 ALLOY-AND TEMPER 6063-16 ALLOY AND TEMPE �I•,R17 1,917' 5 I S.t6t Y'uv3TJRN �• .2f+' C11.LwaER OR w� i Lr CYLINDER ' ern. �i • p kill 16 OUALIFIE USE W.HV.BtA c`)d A� OU A�` _ FOR USE W/HV$)tLADE6) 3Y AND TEMPER 3-T6 ALLOY ANOvQUALIFIED FOR USE Yl/ HV BLADE(J,)& 6063-TS ALLOY ANO TEMPER. - (( THOva7URN (SEE tKTeas) :1/7I]o R�KEY CANDER I'CKING ROD�QUALIFIED FOR USE IAN T SLADE „ D LOC6063-TB ALLOY AND TEMPER �HV ,'�/6 0-18 A �7' HV �a'a. �-20 AISf 304 5Y REOE7T HaRD4VA4E MORiiSE LOCKS SERIES 7333 t!OCK paLT LOCK.RIES' S.S. THUMBSCREWS OVALIAED FOR US£W/ HV ELAAE 1 & A 3�+INSTALLATION WILL REQUIRE A 7/167 H C THUMBSCREWS OIMiLLED AT TRACKS FOR PROPER EMEED._NT QUALIFIED FOR USE Yt/ HOUAL]FIED FOR USE W/ HV BLADE" FLORIDA BUILDING CODE(Man High Velocity Hurricane Zone trtrrr ®2011 EASTERN METAL SUPPLY,INC. HV�/� A Accordi�onRTHA Shutter System 771 LT= Nor44167 lauc, /■!>.����d"'�■ µuBLADE 1 v�/at tv/o KV.wtNaaw RAM N OiSCRiP60K caA a m: Aa. TILLR TESTING& ENGINEERING COMPANY American Shutter Systems GATE -e''• STp7F�� � G:s!N.a.]n r.sY,Sea.Je}.rlk;ut;.{arR:£NS,ft:JrGA}7188 Assaciati0n, Inc. t-063 1t/2?j",i�T6: 11/23/4 t 3? •, Pnene:(05}4 7-t5J0.Fav; Ja5ja7t-tSJt 4268 Westroads Drive 7 —0! eocaa0 Lp West PoIrn Beach, FL 33407 s 1OP�)iNG;Ho2 Z SS+/''••.pp.••'••,,{Cyd 11t1 NITER A.TCU:h.P.E. A P:E�' Sl ru��/DAiE rLDR:DA u�0 04167 n SH 3 T OF 20 TJ'�a 0.0 NOTES ON Hy LOCKS AUQAENXRMA1f&- � rel t t � �-. �,f�,ma�, .,a;� t ONE HV LOCK G of a�SFVSI.BE USED AT 1J2 OF 5HUfR'R SPAN FO TION .3 T _L. OR 12'ABO4E OR 6 ra 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR M5iAL1�.Ti0N5 T M'Y 4 J 1 ELEVATIO`!,Ny LOCK'" cr MAY 6E USED AS AY INSIDE OR OUTSIDE LOCK,ATTACHED TO�Jt OR2 4I I R I I I CENTERMATES W/(2) 1/4'a-20 , 1/2'LONG FLAT HEAD S.S.M.S.LOCKPON OF LOCK SHALL RE AS INDICATED ON CAL SHUTTER ELEVATION, - 2. r R R PERFORM ^ - UP TO TWO M L:Jn Y LOCKS?u OR MAY BE USED AS AN INS1 OU 1-LOCK.CONNECTION OF LOCKS TO CENTERMATES 0SHALL 8£AS INDICATED ON NOTE III ABOVE. LOCATION OF L ON TYPICAL..l1U 1 s� � N -N �_�� ¢3 f5 ILSEp Wl_75YC1 F#?(„LODKR,1T LOCKING BOOS ARE.NOT REQUIRED AT URRiCANE POSITION, BUT MAY (� 22� 5ar3Jutu�dx, °° BE USED IF C£S'.RED TO"ENHANCE SHUTTER PEPFO,MANCE. LOCKING RODS _5 OR AN ALTERNATArE DEVICE VAY ALSO BE USED AT STACKING POSITION (NON HURRICANE T'OSITKIN). V 4. v SHALL BE U�EO r ANY SPAN £t MSD INSTALLATIONS AT ANY ELEVATION.HV LOCK or. USED AS M OUTSIDE OR vINSIDE LOCK, pie � ATTACHED TO Q CORNER CENTERMATE'W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S,M,S.TATO LOCY.iNG RODS AT TOP&60Tf0M SHALL.BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, a 8 Boc-K>n0 )LA')OMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 3a ffi$ 5.fTAST ALTERNATE TO MANDATORY CONDITION#�D ONLY FOR ITV LOd(0 W/SYMMEMn-FffMATES 6t `ay s _6 Opp' ONE ALTERNATE HV LOCK..Pp MAY BE USED IN WEU OF NY LOCK Cr Rp FOR ANY SPAN AND - .-��.--.. ER$.. A I 5 a iNSTAUATtONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE.USED AS AN NSIDE-OR OUTSIDE.LOCK,ATTACHMENT OF 1/4"o-20x3/4'S.S. THUMBSCREW TO C OR 4g CENTERMATYS SHALL BE MADE W/ 1/4'0-20x3/4_'ALUM. t NQp'Ig0— ffi 5 � h y RNNUT AS SHOWN ON 5£CTtON HVE.SHEET B, ONE LOCK SHAD.BE USED.AT 1/2 OF SHUTTER SP94 OR TWO LOCKS AT 113 OF SHUTTER SPAN. „8g S.MANDA70RY ODROMON M-FOR K-DYMONE MOUNFIRld DJSr IATIONS• ONE M/LOCK SHALL BE i USED AT 1/2 OF SHUTS SPAN FOR ANY SPAN OR,12'ABOVE OR"-910Yt 1/2-0F STUTTER SPAN FDR'SPAYS UP TO Be'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or MAY 6c USED AS AN L3'S:DE OR 1 ! ! { OUTSIDE LOOK,ATTACHED TO t5 or 4 SYMMETRICAL CENTERMATES Wj(2) 1/4'-20-x 1/2'LONG FLAT HEAD S.S. SEE END- u-S.LOCATION Or LOCK SHA_L BE AS INDICATED ON.TYPICAL SHUTTER SMATiO4. USE OF L.a^KNG RODS 01 W/0 CONNECTION .�� �Ey, [pI -OR 0 TOP AND BOTTOV,i5 COMPLETELY W.DATORY.. SHEETS ON f. Y N J Y L fYD ` ( Q� C Y W�' x(D SHEETS IO& 1_!f]�.kC_YYY V 18 •FULL " , *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER,, 1.SECOND Al TMR01TE TO VANOATORY CONDITION ji VA10 ONLY FOR NU Y IM.K: SND cnnFRUA�ND CENTERM,ATE .�;ONE ALTERNATE HV"T'LOCK Q4'I,MAYATE 6 WST O IN UEU Of HV LOCKS 0 OR Q� EE ANY SPAN AND a+'81�T0• !L" ` lNSTALL4T10N A7 ANY£L°VADON�ALTERNATE LOCK 6�L.NAY 6E USED AS AN tN51D£OR OUTSIDE LOCK.ATTACHMENT OF LOCK M INCLUGHS USING RDNFORONIG LOCKER AS SHOWN ON SECTION HVO•SHEET 5,wHtCH MUST BE CONNECTEC TO CENTERMATES 8 AND @ W1 1/4"a-20 x 1 1/2'LONG S,S.THREADED DOLT W/7/8"o x 3/32' u WINGNUT OR W/ 1/4`a-2Dri"S.SM.S.INTO A 1/4'Fx 5/8'RIVNLM,LLOCK MAY 6E INSTALLED A`: NSOSPAN OR 12' s <7 1 rA{'J �+ 09 W0flMUM ABOVE AND BELOW M!OS°AN.USE CF TWO LOCKING RODS 0 TOP AND DO;O`d IS MANDATORY. 8(�•�° 19 �oxis Z31>Q�-� *NOTES QN HE LOCKS & �Eq WITH TES:, L� �,` 1.ND • K U NO CENTERYATES ttf OR 3�W/M: ONE ALTERNATE HD LOCK Q 4AYBE USED IN LIEU OF TYPICAL (L HV BLADE SHUTTER ELEVATION! hV LOCKS 2 OR q$FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATUM A.TERNATE HD LOCK T4 MAY BE USED AS All INSIDE OR CUTSl,^LOCK.ATTA:HvID T CF HO LOCK I&TO 0'IS W/3 i8,x 3/0'F.H.S,S.EAS..AND INtLUDES T4•T-• RlONFORCEMENT INSERT;AS SHOWN ON SECTIONS H08-Hy�St'AND MDC-HVC,.SHEET I0.LCCK MAY BE INS-, AT MiOSPAN OR 12"MAXIMUM BELOR OR ABOVE MIDSPA.N.USE OF LOCKING RCDS @ IS COMPLETELY OPTI04L. RIDA BUILDING WDRIVon . igh Velocity urriccne one L1JEI"' A.TJ 02011 EASTERN METAL SUPPLY.INC. "4BERTHA HVTm �11�aP• ��CENS,�y - Accordion Shutter System IL E C® A.S.S.A. KV,ea�E�1 w/OR w/o KV,WINDOW BLADE ATn6f)Can SMLlH6F Systems VA DE5CRiPTION DATE mvJ "sr: Ao. TiLUT TESTING & ENGINEERENO COMPANY Association, Inc, OLD 11-063 11/2S/r DATE; 11/29/STATE DF . ems N.N.a�.�S e.scs.YRL NA afcxs< LOk A uIuPheh.t(305)871-1530.F^".1(30.5)871-153% 4268 WeSL'otds Drive DRAWING No a-maM Vh.. cw.am Wes! PcIrn Becch, r:L 33407 —192 RE �/�1LriNN1'RE/DATEI�i0�a0>lti0�'1a7 SHEET O 0 ORM, ANCHORS POURED CONatEM POURED OR CQNCFEIE BLOCK (SEE SCIfEDULE DN MIRED i/a'/-20.1/4"S.S. �C CON4 9 Sk£ET 73) I CONCRETE ANCHORS MACHINE SCREVIS RECUR raR r(SEE SCHEDULE ON W/1/�'-2a GaNCAEYc At1CNOR5 .©TS ..M ($ti W-thaecv SMEEi'y / SHEET 11} NUTS O 12'O.C. (SEE--HE LLE 0,1 SHEET 13) 1. ii t" I as14 11r- 'En— E � MACHINE SORE s.s I t r_ Ea Ea—/ IMC 1NE scFeus NUTS / E.0. 3.25V Nr" >� �ypi - 09 5 5 a.. / i�7`•_•r' {IL'.. ..I _ E/O,} ? it L OPTIONAL. 151 SPNL.'YN , E E , Sa G.ISS ls1E �� 1Ia .k I ' 1 r<SC+trw vt TA 1� 1,i :4N.S£7AR41[OA 70 GLASS A n1ti13Aumn I 1 OR 1( 'Y �.. t EwsTLNc�--( +... EklSi2lG 1 SEE SCHEDULE ON Si:-`fT W=a,&Q3� ,I MIN.SEPARATION TO cuss 11, CLASS GLASS "._(SEE SCHEDULE ON SHEET 11) ayj , E 140 1M GLASS= @:HV WALL HEADER INSTALLATION QA KV WALL HEADER INSTALLATION �j HV WALL WEADEi' KEYSTONE E osTLva L MIN SEPARATION QO TO SHEET GLA1 SEE sc xU�£cx sHEEr i:)—R ' ti GtA45--i ro,�p�,up,{ , IDR qAt� Mut.S�MnTtoN TO ctASS 1 t —� �C SS—I '"(SEE--r:MULE ON SHEET 11) I 'I ^� a pct+,rzn OPrIONAL aia6Odfj E Git S—^; 1 t/4'� r Tlah4L �1/4'uaz. .5... 1 ! 1 ;EL- ED 2 - 3 / I j T t/4'oS.S. a. 1/2 Ea ED PH2Al?5 TRUSS H;I�O � 1 TRU4 HEAD 1•S.S. SCREW 1 1 CONCRETE ANCH03S TRUSS ME uaCMN£SCREWS t�w 7 8 MACHINE SCREWS USING V. a \--COiCRFrE ANCHORS / 1• %'W-2D NUTS o 12•o,C. ( / /'- t /f�ffj// - POUND CONCRETE-1 CHEDULE ON W t ♦ 2a 13) NUTS O 12'O.C. POURED CONCR£t£_f (SEE BCHSUL ON SHEET 13) __L__A' 'r M:n• ORREQUIRED CONCRETE eLa^-K �CONCREit BLC1.'K r LCGNCRETE ANCHORS F.£U'-R.zO h ' REQUIRED HV WALL SILL INSTALL TA ION (SEE SCHEDULE.(jN F,HV WALL SILL INSTALLATION POUREDcar.•cR_ sHEEr 1+} OR ccN'cRETE eLxK WALLRE°U`RE° (ED LTV WALL SILL INSI'AUATION ,Nor FOR COMMATKIN F S£CR NC: INSTALLATION DETAILS W/ I-SE.z SHEET 4 MR TYPICAL SHUTTER •C.0,-EDGE QISTANCE SEE UU ATIONS OF USE FOR AS=_EUSLY (SEE SPECIFICA 1OKS ON SHEET 13) 6lOEaN SiST 19 Cr HV BLADE 2-!MOUNTING SECOONS CAN BE COMBINED IN ANY WAY b SUIT ANY INSTALLATION. F1QRiDA BUILDING CODE(Non High Velocity Hurricane Zone', MIto,. • 02011 EASTERN METAL SUPPLY.INC. P {�\CENSE •. A ' A Accordion Shutter System /TL E C O �N�.. Kv s(ar£ T w/oR w/o xv.H9MXNJ 167"" American Shutter Systems lk E/�f s `; : s TELUT TESTING & ENDINEERING COMPANY 31•h °�a'nIN GATE �"° s AG clan N.w.zoN se,s:e.a:5.V-W"WeNs.W1.1'CA.mice Association, Inc. 1 OLE) 1t-061 17!29/77 OArE:. 11/28/71 KO GYATt fit 'Mi i 4268 westrnads Dr ve x P,-,t(305)821-1513.Fa.:(2155)471-153+ OR4tVt7 G No a-.k m:eco°au.eom West Palm Beach, FL 33407 1 11_192 Fs Y4LTER A TWT M,P.E. P E"' �3kth�/DATE rLa�O+ua 1 u167 c SHEET-OF 20 CONCRETE A.NWNORS , f2L Y A e1i , - i l=v.srw.vnav CORE E c�(SEE SCHEDULE ON SHEET 13) E%6TING , t ro w9s t yyF k 5&7 I Q[E�zcu t an REGLRRED EOCE GFGLASS '�II Fpl EfA'>r N8 [ Y+.SW7NCN ' LEFT lt) I -----SLAB IF EN 9fET iv ¢ 'D f APPLICABLE LASi { !q 1 1 /// AL ,I l k:! .; GLASS ' Lo AtoN �j ptQk3/<'1Ez MASHER HEAD :( i I 11 3 15 3/a �vl. I J LEx SC; O 12°oC_ e ? t J fD°E OF (I I til � CONCRETE'ANCHORS / (SEE SCHEDULE ON SHEET 13) E 'y��)�7 '�! APPUCAS E �/ 'A✓' EDGE O ' 1 EXISRTNG n I WGE 0i-- r ''i/i SLI.IF / GLASS _4 5 SLgO L I /f/2 1 EDGL CF , APPLItCA9tE Sir9 F PauRW A�uCA9L P UREA i FIAT N sD CONCRETE ANCHORS -4Ess I ♦ POURED- J/ f j LTTE cut HEALS CONCRETE.wGHaRs aFa1r (SEE scHEQu E DN SHEET 14) [N L6LT t9 �,f _010R. I:ONCREff I1 TRENCH INSTALLATION I OLIN s as 61 Qy i I REOUiF. --E 0.` E D.♦ (SEE SCHEDULE ON SHEET 18} { HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING Z FOR SSPANS APER HV FLOOR INSTALLATION t SCHEDULE �3,SHEET 11 -- -------............._.._....----.— —- ---- ---._.._---_._ ....................................._.....--_..—.. ................. EFSRAnsA Y!u SPNJ:. T ..._.._._ __ CONCRETE ANCHORS ( ;EULE UO R0ty en =1001=at 1/4'0 A4606N 1-110 EMSnNEAISee FrrDas W-PER. GLASS an / GD� tvM 0w1 / swat l t5 y9 I1 tO' II 0..ICA UP TO 5-0 SW14 AID I t O.C:`FOR VANS LARGE VAN l I 6'-0'tM To 01-10,vN:'1}4Lr 1 1 t I ,. j fLAAX I/ s-AE Wett av s r"ra 7 s .r Q♦ -( 0104/4'HEX g "u NN kbr .3/e ILAx. 8 —i 6R ® I t) r 6 WASHER HEAD 1/ • ' I`.f5!�`1T.SF'MN7 I l —T I it yn TFJC SCRCNS !t" HEX HEAD A ,f 1'• {t �/ r /a / TE SCRECrS O 0 O.C. �1 tk3/4'"'S,D,4. twis OR 1/4'C-2n S.S.U.S. Oonfici E-ANCHORS i— �i L3 (SEE SCHEDULE G'7 VI/NUT®9'D.C. EXMW.U4N STRUCTURAL --a3 ------ 17 as 18 1/2• IT. -17 18 I^I 2.OD'uu: sw1 r u(Faa+ra .t:• _A. �r SIU EDGE OF -� �j14A3/4'F.H.S.D.S. d tl lei 1 0`. ti/0'-j•I / AF JCA3�- S CONCRETE ANCHORS texatEfE i f / SEE NOTE 13(b} o s D.C. (} POURED CONCRETE— (SEE SCi#£tbtliv QN' ON SHEET'1 POUR CGM1yRETE� a'NESH TE Is`a OR C°rC, Ec Bla"...n' Sth'T 14j 1 L- REOL:RED OR CONCRETE BLOCK RED :0 Q KEYST AZA O tdOUNTIN6 INSTALLATION I On, ' PDRET°J HV WALL FLQOR INSTALLATION OLL' H WALL WALK—OVER INSTALLATION " ""SA awn P'_C" "`.7'P`" CONCRETE xAlvuw SN+'IrfR SP.W 6'-O' � REQUIRED (J1 HV RAINGUAR9 INSTALLATION t THIS tr r P M=,N'NATIO'U Pr rFul N5: ♦ E REMOVABLE 144N PERFORMED SEE T-SEE SH'T A FOR TYPSCAL.SHUTTER. (SEE SPECLcCATIONS ON SHEET 13) OR ENTRANCE ADJACENT TO h4 aP£P35LE MIT suze A.y 0y SHMs OF VSB FOR n E,- 3 ASMINSTALLATION DETAILS Wf T HV BLADE �-ua iNTTNc s GrcNS 'Ai BE COUB;NE° FLORIDA BUILDING COOS(Non High Velocity Hurricane Zone I 1N AW WAY TO SUIT ANY riSTKLATION, 1tP F A. llkz02011 EASTERN METAL SUPPLY,INC, `�= S�Q�'v10ENg T✓�=i ® TIL' F - '` A Accordion Shutter System its G 2 M ,N c, ■ ■ ■ ■ N Y.3J!)E t W/OR W/0 H.V.NAt Y ffiALIE Amorlcon Shutters stems TICCIT TESTING h ENGINEERING COMPANY 'E/.N aESCRIPROx DATE allA.G. 9�lITE DF C, 6M N.x seas.St.S.3m VRrw cAaC4 S,FtSR 3 asES AS$OclattofaA Inc. 7 OLD 1 f-0e3 11I2R/i GSE 11/29/11 PF :(3G5 1.1_1530.1•a..:(xs)e71-t531 4268 Westroods Drive 2 DRAY#INC No .F I 6��I+511 `n;Ult-719 Coro West Palm Beach, fi 33407 3 11-192 S ONALIS A.TILLIT k.P.E. fLOrtOA Va Of 41167 D SHEET P,E,'§�4L/9!G`F,tATURE/DATE . p0 SEP END WALL Q 14 QfjAILS 10 & le SEE t.orm CN LCCMO RODS®.fw LOCKS®ar i s -D ALT—Tc w LOOK 0 ON s"Ea 0. OUT IN ExSnNo G a<S INSTALLATIONS W/ 1 HV BV.DE SfA:,K DETA'L HVF IS YALa F09 ALL BLADE Wj HY CENTERMA ES cEt.'l MXTE5 APPLICATION 41TM G-ECDi (2 0 D WALL CONNECTION X 10 ®`�.� 1Ju©•�� i AsrwG CLASS (D-0.©-©,0-@--7 r.r�l/E•aD-a 1 � O.®°°0,®���� � �/!. — ---7.— — ---- 6 1/2. --------r ----- -- I (6osa-Ta ALLOY)ALUM. OPPOSING SYMM�T YR CAE A�CdE 1Y/C21 11!'0 TM:�N I 1/2- ©' ,L+�p A S:N� NATION j AMC TO GQwOFETF." *�'�,� u� t! r / (lC''/eDTTCM) a1Cx3/4'S'b1.5.0 t2" `e„T, Q(r t yy�.-.�=1111a �s eylc TO �5 a lto+1 Z'SAI.S.TO^v'6E 1 I t O.C.FULL! T. O HV �,DCK ar llai AT P4w ANGLE(;rA} I � ! {SEAS kECU1£ 5 @° '�' \ 35 IN 3 ON Sal 11) l --------- - — - 1 -- - --- --- -- ' ---- — -- 5 r 0 OUT * C .HVA ®oii�m®•Oa.®q1D•�°a POURED CONCRETE OR ©•O''��4:J•O � ( tGs�mt�.�°a 1 «�ta /-E1itST1NG CLASS D BLOCK� FxrNc -• 8°Rtb�® �j7 �- \\ISYMMETRICAE --_.__—IN -�'�� .+lJ`�" uw. fAstancau---- Na s •�8 ®•4�3 p t a•t[S E7 STiN' ?Lr( CENTERMATE5 ,.a F i N I- {� 7o GLASS -.-- - ---. C1A55 �11 ^�� I v 9-(1) ®°A��1V' (SEE SCHEDULE 1 - 5, w HV LOCK OPTIONAL I �®•� �'} * � (I.Y+ERiCR ®'���•®°')•�'� Oa SHEET ti) 1.0N. CLASS [/4] a.�� TO GLASS CCJJ ���.777 w '--7•---� (SEE SCHEDULE I N OPTW"i.AL - ON SHEET 11) {LNTEWOR) _ --_—_— —..__.__ ..—_--- -_..._----_._..___ jj//�� CG?d i - CITE . - - - Q U T TQ I �A4 k DRS o I c iS auT (EX7ERIGR} HVE HVF** � - HVD FLORIDA 6UILDING CODS Hon High Velocity Hurricane Zone _ ...., ;_ ®zo11 EASTERN KETAL SUPPLY,INC. ys?r ENSF'•.�-_ Accordion Shutter System --- -� /TiMicO,N,. A.S.S®A. Itv.BILADEE#) w/OR W/O Kv,xsl,Wx svoE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .N 01 gMTI0N WE 0A.W4 M A.G. .. a>ss � �:,��vxr alae Association, Inc. i OLD 11-G6J 1TJ29 1 !SHEET 11/29/"' 'T��E ,' ``�'� Pnane:(375397,-1630.Fw:pwiin-lsst 3268 Westraads Drive x' N NG No FLDRta '\a�Pll °m° a "Cole wast Palm Beach, FL 33407 M-0036719 _192 •• '••••••••• Cy 111 NKTER A.TIlLTT-.r.P.E. a it TTaraA 44 1 44167 s P.E:'S£� i7tl§E/DATE a a Or �--POUREp CONCRETE OR •\ --POURED CONCRETE POURED CONCRETE POUrRM CONCRETE CR CON'C'RETE OR CONCRETE _ CR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REOUIRED BLOCK WALL REQUIRED BLOCK WA I.REOULRED / REOUTREO / ((—'� —7 / -E%,511KC CLASS � _ f CONCRETE AirCH�.7 II DOGTIYG GLASS / O 16./O.C, fitJJ -EXISTING GLASS '(1� ") 2•LAIN4.4• /EM%ISTiNO CLASS( 6, ;E�'.'-'Y• MIN. �- � F M.N.Si'ARNTION ---F--J -•,"-•.f ---T- 7 >_ - TO CUSS(SEE MNSD�--JJE ON WED .STARIM f EO ` i{ WARATION EC R MASS(SES MWATIONi / 11 FOR a E Q AND i r fel (SEE X70 fi v7{SEE !, I ON SHEET 1/16'«3•MAX. ON 3+F 79 OR SC •1,[pi sem. 11 FUR D.ADE(DA D (6053-70)COOT. 6t/Q^30&Q 1,FOR CFtSI 7 11 FOR 9/Z_CA`V CNS.cT 19 FOR ALUM.CLOSM O`1 9�T Fes. i/2• ON SVM FOR ETV SIDE �� 8-A'�O Q°� PLATE.S(L�OCATE• +/z' - -- ----i \ Bu'.i�0ty - )---� BLADa�b OF(D) AT EITHER SIDE MIN \ /z•ktN, O`.0) I _�b USE OR 2•MAY. (ASuLU4:N A APFJJ a)ANci a.kG-z --- - O --- - {\ {W63-T6 OY)AT VIDNEIGin d U= (1) *0/ sus.ToQ� {2}/4°0 T NS ANCHORS TO R WALL AT t' .C.{LOCATE AT ` 5 I sSID CO.AM TIOOn Q OR arNER slcE F®) Bit ®, T OR I& SEE DETAIL X FOR a OR ® TO TRACKS / SIDE CONNECTION. «®«©•7p«BQ«7�i(.®.+ "DETAL x fORJ 4 « a 6.7 a 8' 10•®!+ ro TRACKS «6 «B , .._m SIDE CONNECTION �•®«�� ©•�« TO TRACKS �'Y.;A'�'©•�« ®«© x«0.0« ®.a �o 0 «0.0.0« o•o.©«©•o �� o•o 0«©o 0a END CORRECTION DETAIL END CONNECTION DETAIL 20 END CONNECTION DETAIL END CONNECTION DETAIL .i.RECUIRED ONLY FOR SPANS ORMIM TFIAN 12'-0- POURED CONCRETE AL E70SfIKG.GNSSCONCRETE BLOCK WALL - EXIJ^TI / REQUIRE CLASS ._.. A4A17O'1 7,1A +lt j2"S.A4. _..W f rOcvss'.,:.: ct t SEPARATION - / y To GLASS(5'f .. j SOt�UTE CN SSE' R - L/\/ 11 FM MAX 0AND cONC+iETE 1/2•MIN. "' --- - --- .CNV S'"^79 FOR ANCHOR @ SOEWLE ON SHEET ------C-•--- t CONCRETE ` i aA>s 0�40 12•D.C. � ,�� I a. O FOR 11 FOR 4p q, I'. .... _ ANCHOR O �-^'T i L:J ------- C" 16'O.C. �, 2 HINT I � ` - --- 4 ,J , •� I T;0 6 OR®flR�OR 2•.1 / i S£:.1711 AT7Cla5 G USE F"OR. f E='aO£�! OR SNEEf 79 a�• OR�ORI�OR�OR� .31taE3_L ti 5 I I 1D OR Q�y' PIAN f (6 OR DETAIL X POURED CONCRETSLOCKE ORWALL ®«©•�«6 , •®« °° z«6 10' END INSTALLATION ONCREMREQUIRED ��®°•©" ©'"©°' �_©•O•®�©�O•�« ©'O•��C.�•C7•®« HV BLADE OR�/� HV WINDOW BLADE INTO NC �•�«®•��•�« CONCREl�. 4R CONCRETE BLOC WALL.. -END _NECTION DETAIL( _ © END CONNECTION DETAIL 6 O «�•�«� '®'� FLQRiDA BUILDING CDDE(NQn High Velocity Hurrlcene ZQnB, +F,11 ®2011 EASTERN METAL SUPPLY.INC. A..... .�ERs' TZ7�0S AA Accordion Shutter System ECO 1(N C. ■ . , ■ RV.MAX#1 V/�CR W/O H.V.VANW.V BLADE 1 7� American Shutter S tams f CV.'N Da"S*-4L' 6N DLTL �/AON 3T: AG.. 7@ y� TILLIT TESTING & ENGINEERING COMPANY Association. Inc. i OLD 117 063 I1/29ji7 OA76: 11/29/It e Fa i(JIM,71,15,Al,eo •--=tib` Paene;(Ja5)er,-t51D.Fe.:(3c51e71-Is3t 4268 YdestrOads 0!ive Z DRAWING No Vies: PQIm Beach, FL 33401 3 11-192 FS+ �\C,fFf1 WALTER &MOT i:,ei 5 1 SHEET P.c:�tQ �� E°/DATE 10 SCHEDULE Al SCHEDULE k2 SCHEDULE 03 MAXWUM SHUTTER SPAN 'L+'OR 'L-" MAXIMUM SHUTTER SPAN* 'L+' ;MAXIMUM SHUTTER SPAN*"L+' Tc (ftJ. FOAL INSTALLATIONS W1 OR "L-" (ft.) FOR DR 'L-" (It.)JNSTP.LLATIONS 11�ST UATION IFS NO - S• 1 &AS�, or ar INSTALLATfONS W/r, W C -.,� CONCRETE.& WOOD (1) L+.MAXIMUM ALLOWA3LE SPAN FOR A OWEN WJ ONE H.V, CCK @ Cr 0 of 0' r ® C MANSCRY POSITVE ASO.DESIGN PRE5SORE RATL•4C, & W/ ON HV LOCKS HD LOCK W/NO LOCKING RODS cr ON HV Lp x ar 0r ""— L MAX.AL:OYIABLE SPAN FOR A Gt'.cN NECATNI_ CENTERMATES &®W/ONE HV "T" W/ NO LOCKING RODS® OR Yt/ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, p, A.S.D.DESIGN PRESSURE f1ATlNC. LOCK© WITIN6 LOCKING RODS Q TOP & (SEE NOTES T,1•}) ODS MOUNTING F. K F4 L R. S, d V. 80TTOM (SEE NOTES .1t (YALIO FOR uat in.-G(M (2)PROCEDURE TO DETERMINE MAXMUM SPAN FOR t�11 SHEET 7) FLOOR/CEILING G,H, I, 11,J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEfIJ.YG: MAXWM CONCRETE&WOW INSTALLATIONS V CONCRLIE&WOOD -MOUNTING ASA=Mcl �N,T I.IA Ayuw v ItirANLLTIIOONS & M GIVEN A POSITIVE A.S,D.DEStON PRESSURE RATLVG, AI7£MIr WALL MOUt4TINO FLODR/CE61NG FREZ= WALL WOUNnNc vAravAt DETERMINE MAXWUM SPAN t+"FROM SCHEDULE. mroe RAINC fW'nr0 FLgOflILEPJ::.YQUNIE'e0 MOUNTING & GIVEN A NECv:TNE A.S.O.DESIGN PRESSURE RATING, (p R- (A"a•I h0c8/OCILNq MGYN;ING 0R ) (r 0R-? L>oA-T (+cA-) FL00R tLi YOW'11Nt1 A DETERNiN£p.,AX1MU11 SPAN '1.-'FROM SCHEDULE. L+ I4) 1-01 C i {g) L-t6 L t Rt t-f'J L t („^) L-FV 0 tdAXITAUM SHUTTER SPAN'i.+'OR'L-'FOR 30 OR LE 161-0' 1 i6'-0' 16'-0" 16'-D- 30 16'-0' 16'-0• 30 t6'-0' f5'-0' (nSTA DONS INTO WOOL'SHALL EE LLMttEO TO FINA:.WXIM.UM ALLOWABLE S?AV 5 TO THE 165 P 35 14'-tO` 4t•-1G' 1s'-2' !0'-0' 95 14'-10' ia'-10' 35 tS'-2' PSI.Ail,DESIGN PRESSURE RATIMINIMUM INIMUM DETE.RYiNED SPAN BETWEEN 'L+"AND 40 13`-f0" t3=10' fa'-2' _75-2' 40 tJ'-10• t3'-10" -!O i4'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1` 13'-4' 14'-3' 45 13'-I` l3'-1' 45 .t3'-4• 14'-3• 't HV CORNER CENTEFdAATE 13 MAY'pE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTNGS 50_ 12'-5' 12'-5' 12'-9' IN-7 5D 12'-5' 12'-5' 50 72'-3' 13'-I" MOUNTING INSTALLARONS.LOCCt1G SPECIFlCATICNS W/FLLOR/CDUNO MOUNTINGS: W55 12'-!' i2'-11' 55 55 11'-1' tt'-I t' MU BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 50 it'-a• 11'-4' 1'-7` 12'-4" 60 11'-a' 11'_4• 60 10'-1' 1Q'-11• NOTE p15,SHEET 5. RATING: fi5 1 - - 11'-I` 11'-11" 65 l - -q' 85 9'-5' iQ'-i' DETERMINE: �_._._._.. ._._.. _ ......__. ...._..� Lt+�MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 Sq'-v' FO'-8' 1q'-9' 11'-5' 70 1O'-6' id'-6' 7D 6'-9' 9-4" L3+�MAX.SPAIN FOR FL0OR/CEILl1,*MOUNTING 75 1Q'-1' ib'-1' f0'-4' i f'-1' 75 10-1' 10'-1' 75 �ly-8'S t t'E%G£PT THAT MAXLM M SHUTTER SPAN%*"OR INSTALLATIONS. 80 9-10' 9'-10' 104-0- l0•-9" 6D 9'-10'� V-10' 1-"AND MAXIMUM A.S.O.DEBUG PRESSURE RATIN.FOR FOR A G:VEN NEGATIVE AS.O.CESIGN PRESSURE 85 9'-6" 9'-6' 9'-9' 10'-5' 65 9'-6' 9'-6' INSTALLATIONS LNTO CONCRETE OR CCNCtM-TE BLOCK RATING; 90 9'-3' 9•-3' V-5• 10'-1' _90 9:-S-'- 9,_3• SH41_BE UNIXEU AS FOLLOWS! CETERP41NE: 95 9'-0' 9'-9' 9'-1' S'-70' P5 9'-0' 8'-9' CONNECTIONS TO KEYSTONE MOUNTING LI MAH,SPA: FOR WALL-MOUNTING INSTALLATIONS 100 E'-9' 8'-4' W-0' 9'-7" IOD 8'-9' ..8'-4' MOND G +64-72 EE'i.AND 8'-0' SPAN, SEE L3-= fAAX,SPAN FOR FLOOR/CEILMK,0T:f0UNTINC 105 B'-7' r-i 1' 8'-9' 9'-4" 1OJ 6'-7• 7-t I' MOUNTING"MOON SHEET 7, INSTALLATIONS. 1 f 0 8'-4` 7'-7' 8'-7' 9'-2" 1 i0 8' ALLOWABLE SPAN 15 EQUAL TO THE -a' 7'-7' - FINAL klAVULM ALL 115 W-2' 7'=3' 8'-4' 8'-,1` 115 6'-2• r-3' SEPARATION.. TO -MASS SCHEDULE - MINIMUM Bt N.z,+-, v+-,R,={:Nq u-' _ 120 .:."6'-0' W-11' W-2" 8'-9" 120 6='0• 6'-it^ (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' V-6• 8'-0' W-5` 125 7'-f0' W-6` ALLaWABLE-SPAN AND NEGATIVE A.S,D.CESiGN• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 V-6' 8'-5'. T-10' ,8'-i' 130 r-6' 6'-5• WIND ZONE MINIMUM SPACING, 135 T-T 6'-1i V-9- T-S' 135 V-r 6-11 SEPARATION 140 7'-5• 5'-I:' 7=� :-6' 140 T-5' S'-1,• ASTM E-1996 145 7'-3• 5'-9' 7'-5' 7'-3' 145 7`-3' S'-9' TO GLASS 150 7'-2` 5'-7' 7-a-a' 7•-O' 150 7.�2' 155. T-G'_ 5'-s^ T-a^ 155 7'-0" 5'-5 i TI IRU 3 9 —7r--r e,-7" leo V-11" 5'-2' 165 6'-10' S'-i' T-0' 6•-t" 165 V-10` 5'-,• 170 6,-9" 4'=17' 6'-11• V-2" 170 b'-9• 4'-it" 175�- W-7' --4'-9' W-9' 6'-0' 175 6'-7` 4'--9• ISO S'-6` <'-8' 8'-8' S'-10' 160 B-6' 10 Hy E LA D E 185 6'-5" 4'-6' 6'-7' S'-E' 185 8'-5' a'-8' 195 ...-,6'-}• -4�3` 200 6'-2' a'-2' 200 6'-2' 4-2" 205 6'-1" 4'-1 6-3 i 5'-t zas 6-r a' FLORIDA BOILDiNG CGDE(Non Nigh VelOCIty Hurricane Zone' 5L141t1—��F{A.TT1(�/T - 2011 EASTERN METAL SU-PLY,INC. ... uBERTHA HVTM �MLE C O tea. ,�t■S■�■�■ Accordion Shutter System -� FLV.6TAX#1 W/CAR W/O RV.WINDOW BLADE fir' f y American Shutter Systems tv.Ne 0 5CR?fION oA7t. ORA Or: TILLIT TESTING & ENGINEERING.COMPANY K3 AS3oclatlol'Tt Inc. I OLD ,1-C63 11/4/1i rAT-. 11/29/1; .ff1IC�I' �'t, 8?5}N.n......:+5.SI..P.-SCI,din.F.W4?i5.f.L58^A S],!6 4 1 PRe (y05)871=797fl.Fc.;(4`ti)bit-7531 �r266 Westroad9 Drive z DRAWING No i 0 D :`�� 51ti a-mem Ls soc9f.com West Palm Beach, FL 33407 3 (1^.. (\ 11—192 40, WALTER A r UTT 1,P.E. t FLORIDA U4,1 44167 5 SHEET P.E. 9tAtOR'E/DATE I I OF 20 11A7D14U4! ANCHOR' CPACINC a SCHED�F FOR A .IUB h�AX SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES a S.O.DOGN NET7aThtl Fcct!ac RATING Au0 A CORRFS Nflm 1rNHW'iYPE FOR 001 ETc OR 00NOR BLOCK IN_:AI M (SEE MOUNA.tivS E,0,k H ON SHEETS B h 7) 1.ANCHERe TO SUBSTRATE.SHALL BE AS FOLL071S1 F101RID OXICIUDIPtONOWE GUOICK POURED CD50= (A) TD EXISTING POURED CONCRETE:(Min,I'c-3!6) mkvwM @WAU_SILL MOUNTING ©CEILING MOUNT NG H@FLOOR MOUNTING, -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS,AS MANUFACTURE0.61'LUT.SUILDEX.(M n.Pe n 3 Lai) SPAN r .OE401 nFt.A?WE Y E L4LE AA9Mi -v�L51 TkSOL It:G4'0''FAtES.Ts::art&(m a5cv KLwm.E FfdSt't Mntr;ta., A`S�'SOA^.Ih""W0 IE E) =1/44•e x 3/d;ALL POINTS SOLD-SET ANCHORS,AS DISTRIBUTEE BY ALL POINTS SCREW,EOLT h SPECIALTY CC44PANY.(W'n,fc -3 Lsi) } AFCOtt OR / a-BW TA CONCRETE ANCHORS W/CAP AS W.:UFACTURED BY FLCMDA FASTENERS DIRECT.INC.(Mn Pc(OG 30 40 66 75 OO,120 180 2p5 33)4O FA,75 90 120 760 265 O 40 6G 75 a01txC 78J O5 - 1/4.0 TAPPER+ANCHORS AS K'ANtPi'A-TUBED BY POWERS FASTENERS,INC,ATD CISTioEITEC BY ALL POINTS SCREW,3v{..T&S"-ECUUTY iA,PCDN'RM ADVANCED CO'_1PANY OR ANY OTHEA APPROJEO LICENSED OR AUTnOR12EO VENDOR REGISTERED WITH THE AMERICAN SiU'TER SYSTEMS ASSOCIATAN,INC. :4 11 10 > 8 6 R 8 5.5 +4 ;7 ttl'n l ELI'4 6 8 J.-!_12{tC a B i 9 1 a 6 TNREADFORU TECnYOLDGY 3'-C" ;a 12 10 a 9 E 8 E ,a .2 10 9 a 6 6 Id 117 110 0 a I S 8 8 (NIR,fs 3 ksi) GR LESS :i 12 Ip G B 8 6 6 14 17 10 a 8 a 6 6 f4 112 10 1 9 6 9 6 5 ALL i'tYtrTS SOLID-SET 14 12.10 8 8 b 6 1 7 la 12 11 10 8 0' 6 6 lw 12 10 0 B e 6 6 BLUE TAP Wf CAP NOTES: 14 t2 t0 0 8!7 5.5 J5 +1 Ix a I _)B 6 •a 14 12 10 9 a 8 b 5 TAPPER? A.1)MINRI'JIl E48EC`•C'NT INTO PDUaE0 CONCRETE OF TAPCON OR TAPCON%ITh AC1'ANCEO THREAOFORM TECHNOLOGY ANCHJRS AND TAPIMi- a'-0' 1e 12 10 a B It d t1 12 1 a 8 b a 11 14 f2 l0 0 8 8 8 3.5 ANCHORS M 1 .7/4',AIM FOR BLUE TAP N'/CAP ANCHORS IS 1 1/2-. t4 17 f0 8 B 8 0 4 fa 12 10 9 8 6 a a•5 14 12 10 0 6 6 4 15 A,2)MINIMUM EMRIMS DENT OF t/4.0 X 3/4-ALL POINTS SOLID-SET AINCHCRS SHALL.HE 7/8'LYTO THE POURED CONCRETE NO EMBEOUNT 14 12 l0 9 8 a 6 4.`5 14 112 10 8 a 8 6 5.5 1+1:2 t0 19 6 1 a 5 4.5 1:4TO STUCCO SHALL BE PERUITTIEC. 1/4.0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG UlYvNUM SHOULD STUCCO EXIST.AND 1• t2 110 S }73 5.5 3,5 - id 112 I to 9 8 1 5 6 B 14 12 10 9 B 7 15,5 a e e£E L.v:iAit OF USE PCa I-MiHIMUM FOR WALLS V6DR NO STUCCO, 12 IP I'9 8 !8 I C _fl fit;12 Ip 9 B !1 6 8 5,5 14 12 10 9 8 g 1 6 65 MAX e�':2' !19 Ta 12 t0 a T e 7 4 tt t2 10'9 !B a,5 S 3.5 to 72 iC 6 a.S 14 tJ,S J .i.3) i CASE THAT PRE-AST STC;IE PRECAST CONCR' ANELS,PA�_RS OR ANY YE,NEFR cE FOUND-ON tr+E E%15TfNO KIALL OR FL00R, 3n 72 i 10 1 H 16 7.51 CS - ;4 12 114 1 161 8 6 iZ 14 12 10 4 6 16'(4,5 1.78 ANCHORS SHALL BE LONG ENOUGH To REACH T,_MAIN STRUCTURE REt YD SAID WALL FIN SH S.A1t;HOR.ACE SHALL BE AS NDICAIED ON 1a 12 9.RLVIV . 14 11110 1 0 6 7,5 a T4 12 i i0B 0 4.5 1.5 NOTES A7}S AL2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS ACTH OR';hTHCEJT METAL STUDS CONSULT INS CNGINEER,FOR -054 10 a 0 - f4 12 10 a a B a tt 12 Ip 7 9 a.5 5 I]'.SINSTALLATI N INTO UFS WITH METAL STUDS.SE S;IEET 20. 14 12 Ila 55 3 t4 t2 10 8.5 7 5.5 1 14 12 a 6.5 55 3 t4 12 It0 6 1-I- i+i 12 to a 8 OS 5 7, to 11 IC 6.5 B 5 14 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 6.5 58 1 f- I- 14 1: 10 8 18 16,5 1.5 JL5 f4 11 10 a 7 5 3.1 3 - 1/4.0 TAPCDN OR TAPCON WITH ADVANCED THRFArMAM TECHNOLOGY A!XHORS,AS MANUFACTURE BY I.T.W.SUILDEX. 7._D. to 11 t0 9 8 8 - - t4 12 10 9 p 7 5 4 to t2 I td 9 7.5 9S 4 3 - 1/4.0 A 3/4'ALL POINTS SOLID-$ET ANCHORS,AS DISTR;SUTED BY ALL POINTS SCREYI,BOLT&SPECIALTY CMPAM'. Sa 17 1 to 8 68 4 - - t4 12 S 75 a 4.5 3.5 - 11 110.5 7 5.5 45 J5 - - 1/4.0 BLUE TAP CONCRETE ANCHORS V7/CAP AS MANUFACTURE BY FLORIDA FASTENERS D!RECT,INC. la t2 I,I 6.5 1 7 a td t2 to a 7.9 5.5 4 - tai 71 D i 7 7,5 4 - 1/4.0 TAPPER.ANCHORS AS MANUFACTURED BY PO'A;ERS FASTENERS,INC_AND DISTRIBUTED BY ALL POINTS SCRs-W,BOLT C S>ECIALTV w it s.5 14.5._,)- - - 14 12 16 1 e 7.5 5.5 - 14 12 9 7 B 1 �,. COMPANY OR AtTY OTHER APPROVED UCINSED OR AUTHORIZED VENDOR REGISTERED VtTA THE AUERICAN 5i'JrXR-SYSTEMS ASSOCIATION,INC. B•-G` 14 12 IO 4 1 8 1 a5 1a 12 19 3}a I a 4 - 14,12 10 a 6S 1 _ NOTES: to t2 8s 7 155 3 !- 14 l2 a 63 65 4 1 - 11.5 93 6 9 14 9 1-1- B.R)UPaUUM V},,?FOMENT INTO CONCRETE BLOCK OF TA CCN,BLUS TAP NN/CAP ANCHORS AND TAPPER*ANCHORS 15 I 1/4"ANO TAPCON to 12 19.5 7,5 8 14,17 0.8 8 fi3 5 -I- la 12 a 16 651 a - WTTTi AOVANCD THREADFORM iECHNCLOGY ANCHORS IS 1-, U 191 16.5 5 JL5 - - 14 1 12 10 6 8.5 5 1- - 14 12 B 65 5 1 4 4'-0- 14 12 1a a` s - - - 1+ 12 10 9 7s 4.5 y ti 12 6.5 7 5s 4 - - 8,2)MINIMUM E14SEDVENT OF 1/4"0 K 3/4'ALL PC;.N?S SOUD-SET ANCHORS$HAL' BE ENTIRELY EMBEDDED I`M THE CONCRETE BLOCK.NO to 11.5 7S a 4 - - - la. 11 7 53 5 J5 11 a a,6 i5 3.5 - - - EMBEDMENT INTO STUCCO SWILL Be PEFvirm.1/4'0-20 S.S.MACHAS SCREWY USED'SAALL BE 1 1/2-LONE MINORUM'SHOULD STUCCO 14 t2 B 45 4,5 - - - i4 lx. a.5 7 5.5 a 14 'as t 5.5 6 14.5 - 1- EXIST,AND i'!AINIUUM FOR WALLS WITH NO SNC.^0. 115 A5 S4 4i- - 14 17 9 !7 8 4.5 la 11 715.6 +.S 3.7 to, t0 4 7,9 - - +- 11 t? 10 8 bS 6 - - '14 ?2 u 6 S f+ GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVER=OR ANY VENEER BE.FOUND ON T'HE EXISTING iYALL OR FLOOTL 41 to,_ 7 5 - 13 43 65 S + 13 - - 10 7.5 5 4 1 3 I- - AT CHORS SHALL.BE LONO ENC%JGH TO REACH THE MAIN STRUCTURE KiHIND SAD WA_F7:ISHES.AXCHORACf SAX-1 BE AS sIO;CATE.O ON A. 11 75 55(- --(-1- 74 111.9 0 !E 5 4 1-I- <26 9.5 6 5 - - NOTES DA)&8.2)ABOVE- FOR NSTAILATICNS ON V.NYL SIDING OR:FS WITH OR W.HGUT U?AL STUSS CONSULS THS E7:GINEER. 10.5,8 1 5 - -4 1'2 E 0.5 6.51♦ 1- - 13 To a61 5 (13 FOR INSTALLATION 1NIO'ellS WITH METAL'STUDS SEE SI-IaT 20, 11'-0• to t2 ITO -�- - is't2 9 7 S 149 - - 14 0,5 7 5.5 9 to - f 12.5 9.5 t 5 - - - - 17'9 8 4,5 a-j(3 - - 0 1 4.5 3.5 3 - - - (C) A;:CH_RS SHALL'SE IRSTALLED FOLLO'MM;ALL OF THE REmneET{CAT1^NS A.D SPECRCAT,O\'a OF;HE ANCHOR'S MANUFAM-IREP,. 14 Ip{7- - - - 14 1105 7 5.5 /.5 - 51518.5 54 4:5 1.7-1- 14 111 75 6 5 12 a e .8 . (0) SEE SCHEDULE BELOW FOR EDGE DISTMICE(E0.)VERSUS SPACING RETATIONSHIP FOR A%CHORS. to 11 to - !- - - 14 12 8 6.5 5.5 - - - Y,3 10 6.5 5 VERSUS 4 „E SPACING SCHEDULE FOR ANCEM, -_ - - V +1.5 6.^_ 4.5 - i- - - t1 8 BS 4 `S - - - 6 6 e J - - - - UkVX UM AICHEDGE DISTANT OR SPACINGS ARE Vk_'O FOR EDGE DISTANCES INDOATED 5ELDA',FOR E 0.LESS THAN THE Ci=AtED,REDUCE ANCHOR SPACING 13519.5 6 -( - - - 1J 9.5 6.5 5 - - -145,8 5 A 1-I- I- - BY ML•LTIPLY.NG SPA"O SHCAN ON SCITE91LE BY THE FCLI-OtONG FKTOPS. 11 Hoa i5.5 1�3 11 6.5 55-45 f 3.5 - - RE0110E0 SRA'1TIG OnTAINED UCNO FACTOR R1A:L NOT BE LESS tHItN WNIJ:M SPAGKG M• CATE0 YP YCR ETCH AtOHOR TE i 3,_Q• to•ix - i- R- __ is ns Zs 6 s - - T27 9 9 UI 4 ' - - FACTOR 14a 6 p _ tp 7a 6 1 d 3 I- - - 75•55 a 3 - TUa- TAPCON WITH A1')VANOED TAPPER+ tz.5 6.5 L -TEE - - I 2 4 6 4,5 .-1 - - 45 i 9 15 4- `-L'".... C !! 1`, FDG£ TRFCDN ALL POl"tT SOLID SET gLLE TAP W CAP i- I. 9� 6.5 5 4� - 0.5 75 5 4 _-��dI- BLADE OR DI 1-0. THREAOFORM VNGTEC - tAG'f 5 6 - MIN,SPA.^,!NG I. 51.5 7 55 i1:8815.5 4.5 T E.G. MIM•$PACING _J• U'N.SPACRR'v- J- MLN A.CL'b`u� J 1/2' UP. SPACING s S• 3 3/4' 1• tO Ta - - i 9 7 4.5 .5•- T 9 35 3 �1 HV BLADE W/ POUR-E�CONCRETE x POLF,�Cp,CRS. -r•BI POURED CONCRETE d: P--AED CO-CA-m&P79"T.D=;7RETc CO ATE ei3OOt - _- - -.T - -" j� S Al HV WINDOW cotsRETE ELCCK cC,c0.ETE BLOCK cO:.CRrE E31.oOK ! it a 93 a5 A a5 4.9 - I j U^I.ED.•31/1'Mal,ED••7 1/3• ,v rn.0 !A'4 EC•31/T MU E0..2 1/1' 9.5 7HIMd 4,- - - - - - - 1a:5 1G 6. - - - - - las a s - BLADE WORKING 090 I 1,0 o.Ws1.0 0.84 1.0 ,5-0' ' _ - - a5 QS a _ _ d8 6 3 _ - 2 1 2' - OSI�.. 1.0 W - - 0.07 1.0 L_ ..... ....... ......... . _..........,0 - - - =s= ia3 e s - =1- - 6,51 a 1 d - IN UNISON ® q. _. -o:7i�.._ 031 8.5 9S - - - - - 9 !a5 4.5 - I- !- - - 1 3/4' - 091 0.43 15�-C- . '•I- I- - 125&5 8 _ _!_ _ _ t0 Y,.5 5 - i_ 1._ _ _ - g 14,5 31-^,_ _ _ 1 1/2' 0.35 __. FLORIDA KILD111 CODE(Non High Velocity Hurricane Zone 41111/1WZ' A. 11Q1 CT 2011 EASTERN METAL SUPPLY,INC, '.;�CENsF BERTHA N TM A Accordion Shutter System K{t 44-ffi7=. �. w c. ■ ■ ■ _ KM BLADE#, w/OR W/O H.v 'M,NXYJJ aanE Atnorican Shutter Systems TILLIT TESTING k ENGINEERING COMPANY, y Y.NP oLsc9mneN GATE 1 O.TAIW IBC: aG STAGE OF Z17 Yi6:b5 HX,31;,St. AssoClatiOn, Inc. , 1 OLD ,1-063 1t/2sfIF GAT•_• IT 2B/Il n h'd :-c- �-• ,? PM<a:(3C5)5T1-15 0.Fa+:(305 E71-1531 42fi8 Westread5 Crive 2 J__ DAv1tf!NG No •.,LORiII,.• ; e-m02tuie:aowi.nm Viest PDIm Becch, FL 33407 1 1 I 1 'csS/QlUALE�`NGi ITT ER AUTIJY.P.E. 4 1-192 F.E�7Crt4f d RE/Dt4,E f1APodt Le. 14167 5 a I I-1 SH 3Y,OF 20