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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 fi 2t5 F h iF N .: y Florida Depadmentof BCIS Home I Log In I user Registration ' Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Unks I Search Busines@USER: Product Approval Professi I Public User � Regulation iii =9 ' Product Approval Menu>Product or Application Search>Application List>Application Detaizz IJ l � - MAY 7 '1Nfr { FL# FL389 R8 016 Application Type Revision Code Version 20 PER:u11?7iRNG Application StatusApproved St. Lucie County, FL, Comments Archived M 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@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httns://floridabuildinL.orL/nr/nr ann dtl.asnx?naram=wC'TF,VXOwtDnvYYHH?.vTvxilMwc 5/5/xn16 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC, DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S,S.A.INC. P.E.R. DRWG.15-086 odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressuw,rating of+72,-72 and 84"for+64,-64 psf.See ,street 5 other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved foruse si i VHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistan .Yes Created by Independent Third Party:Yes Design Pressur :N/A Evaluation Reports Other:Large m ssile I el"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV Ddf p.s.f negative AS oad depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG 15-084 odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us;:1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 haveany questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® cLhctli sec:utI t ti{7RIC:r J haDs://floridabuilding.org/nr/nr ann dtl.asnx?nary.m=wCTFVXOwtT)nvWHH?.v.Tvx5lMwc 5/5/?nl6 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT'(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SFWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•): HV BLADES(7 FG BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 P.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THBR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT TOAD HAS BEEN VERtFlED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE #0214.01-03.#0715.01-03,#1004.01-05.$1214.01-05,#0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA•2: HV 13LADE n AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE) -FN WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCRS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE p, AND FN WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMrTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE¢14x275"AND$14x1.75•RESPECTIVELY,410-1-11"MINIMUM SERIES CENTERMATE DETAILS HV SHEEP 8 STAINLESS MEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FN DACROSHIE3D COATING SYSTEM AS MANUFACIURED BY APPROVED CENMRMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIaw ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 ksi AND 35.7 Iisi FOR EMD CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 60018 WITH 50 ksE MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEEP 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1) 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ID&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT$6'779582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR W PARE BY U.S.PATENT X5'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS COWACT WITH THE BUILDING To PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUSE BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADEi ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SPLUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING. LIBELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERM H.V.ACCORDION SHUTTER SYSTEM'S INST'AI.IATION SHALL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUIY. (a)THIS PED.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL'BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT'TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Cum FLORIDA BUILDING CODE(Con High Velocity Hurricane Zone R A.,r/ ©2015 EASTERN METAL SUPPLY.INC. BERTHA H TM ® � ® ® ® Accordion Shutter System Lv MADE#1 w/OR w/o H v WINDOW 131 N7NDDADE -o American Shutter Systems H oscwlmoN DATE DRAWN n: M.L _ TILLIT TESTING & ENGINEERING COMPANY 0�. �f � 6755 N.W.36th.5t.Sta.30.5.NRGIMA G4ROEN5.FLORIDA,4316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 i1' '•. ��` o-men:nim�o®eol.com West Palm Beach, FL 33407 s DRAWING No s/o....... G \`.�� EB-0066,9 4 15=085 l., NAL tiN \\. WALTER A DLl1f Jr.P.E !!//I/ L 11\\\ FLORIDA Uc. 44167 5 8 . P.E. SEAL�UI�TURE/DATE SHEET s. 1 OF 20 .. • 3'0 WR%V=W MADE® VARIES s iV 1.918• 1.491' o .0 6g .200" A.�• u • 0.454` c 09 cal 1n �n m 4.371 aS50" 4.3&5• •� o 4 4.999' 375" V SOLID BLADE ONb UNIVERSAL FLOATER >= (2!EADE 0'/180" STARTER VERED UNDER US PATENT# 54 m FlED A�OR USE W/ QUALIFIED FOR USE W/ HV BLADE(D ®HV DIRECT MOUNT �1JD * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U((SS�E W/ HV ND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY AFT)TEMPER '�" 6063-T6 ALLOY AND TEMPER 3.226' I-Sao" .724' a 3.556• (TYP 670' y2*.671.000' 670' 670' 2226" .9p072 04.897' o AQ�Ir, 815' 2092' HV ADJ. ADAPTER W/Lip a.436 1.375' o7z^ 3 zzs' o'o QUALIf1ED FOR USE'W/ HV HV WALK-OVER TRACK ©HV M. FLOOR TRACK BLADES HV TRENCH TRACK QUALIFIED FOR USE W/ HV O9 37 6063-T6 ALLOY AND TEMPER BLADECl) UALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE OI ONLY. HV RAINGUARD BLADE(j) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER VARIES X. 7.936" Ci 1" 1.975' B VARIES 1.936' 50153-15-WD TEMPER 1.91.7' 083' 083• .083' CO .083' g .093'' is .100' N .060' .060' " .060' 670 �' N .093" .093"' �. 14 c 4' 670 1.696' 4114 670 3.520` 90 3 529 870 .2 q. HV CEILING HEADER 1Q HV HEADER/SILL 11o 1 3 ND CEILING FO EADER/SILL QUALIFIED FOR USE 411/ F1V BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADEOONLY 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE W/ HV BLADE 1O - 14 HD WALL HEADER�SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TE BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a T1 T2 X Y t MP!%MN.Y A41J.t t' 1• 0.062' 2" 2' 0.125' Q 2" 5"MAX. 1/8' 1/8" If fl 3' 3' 0.090" 18 2" 5"W. 0.192' 0.192' . E6063- NGLES CORNER POSTS USE ALUMINUM ANGLES 19 2.5•• 7'MAX. 0.190" 0.190' QUALIFIED FO QQ USE W/ HV QUALIFIEDB OR USE W/ H AND TEMPER BLADE(V ON ® 2• 5'MAX. 0.139" 0.1'31" - ALLOY AND TEMPER 6063-T6 D TEMPER FLORIDA BUILDING CODE(glon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ENSF .9 BERTHA H TM _ v F►® ® Accordion Shutter System Ileic. I�'a® ® ®�® H.V.BLADE#1 W/OR W/O KV.WNXW BLADE �°/ •-* American Shutter Systems MV.N DESCRIPTION DATE DRAWN BY: Mi- z TILLTr TESTING & ENGINEERING COMPANY ' STATE OF w sass NW.3s1n SL.sk 305 vRSTNw GWENS.rtora0n 331s Association, Inc. t OLD 11-192 4/13/15 M1E 4/13/15 Phone:(305)071-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No o FLORio e-mail:tllteco®aal.com West Palm Beach, FL 33407 s 15-0�5 . .� •.. ONA� � WALTER A TLLIT1Jr.P.E. 4SHEET P.E. Sr�t/61G1Y41M1 E/DALE FLORIDA Go D 441x7 s 6 2 OF 20. 4.660" 929' % 4.576' CAST .745" 2.293" 1F pT IffAD/• %4'-20 IE HOUSIN DUVEL 2.293" •745 m•�• S.9.M.5. 6Nw PAINTED 1/4'-20 THREADED Olt Vw RQ pp 0 m R•p (2 UP.) 'pV HOUSNG ENAM BAKED EL ° 1 • m p o^ m ° .�18 m BAKEDPAINTED KN T fl r U m N m ESSURN T sd. .062" n n O n nj rJ BRASS NDER 1.325' 'pm O{ary p .378 0 .4$q• _ _ _ __ � CYLINDER E (CnROYE PLATED) A41 0 m m PLATED) 21 H CENTERMATE �,,�'� 's, o, 3zs m' V O ® jHV EGRESS LOCK QUAUFIED FOR USE W/ HV BIADE01 & ONLY (a V LO NTE M E a�"h 6063-T6 ALLOY AND TEMPER QUA EO FOR USE W/ FIV BLADE 1 & 1A ONLY ? 3.az3' 875" m QUALIFIED FOR USE W QUAUFIED OR USE W/ HV 6063-T6 ALLOY AND TEMPER (2� HV CORNER CENTERMATE LY. BLADE ONLY. 250'O.D. bb 0 AUFIED FOR USE W/ HV BLADE 1 ONLY ,lg• �, 2.817e 6063-T6 ALLOY AND TEMPER PLASTIC HEAD `p1 m io 1.756 • .922' 2 4.045' MOLD CREW 2.079" 1.753" 1.000' o ro o P .825' .60"AFTIIR RNEIING 1•+ 0 n M BEFORE RIVETING M S.S. THUMBSCREW 114"0-20 RIVNUT- 76D1• 'm m -O *SERIES 9444 ALUMINUM(2024-T3 ALLOT)LARGE FLANGE THIN m SHEET TE)RF.PART I 0620,AS MANUFACTUREDJERSEY705 By AEQU m m .822• CHERRY lE%TORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN n FRONT ELEVATION HV MALE "T" LOCK CENJERMATE 4...566' ® " HV "T" LOCK ® Hb ALTERNATIVE LOCK ®7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY ® HV FEMALE T LOCK CENTERMATE 6063-T6 USE AND TEMPER QUALIFIED FOR USE gUAUFlED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE(j)ONLY. BLADE(�ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 5' 1.917 �1.917, 3.161 � a I p l .0 3• - mv 43 THUMBTURN .063' .n Cri1HIDER OR 214• m .063 .062" KEY CYLINDER . •1, .214' in 1n m 0.875'Min. 1 .125'Max. 3� HD CENTER TE O LO KING ROD ® HD CENT R AEW 'LOCKING ROD ' .ao m 16 O0 0 o QUALIFIED FOR USE W/ FIV BLADE(q&& A QUAUFIED FOR USE W/ HV BLADE 1 -& 1A804" - 6063-T6 ALLOY AND TEMPER ® HD CENTERMATE'S INSERT MCI 6063-T6 ALLOY AND TEMPER VARIES. 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1Q&0m 1/4.0-20 S.S.OR 3/6'0-16 1.1J0 6063-T6 ALLOY AND TEMPER TERUMHNRN Ar1:rN.DRw95caEws. tt/2' - CYLINDER (SEE DEEMS DO OR KEY r iS Min. CYLINDER * 1.78"Max. S �ED�FQHV 1/4.0 ® HD LOCK m Q 375.0 � 6063-T6 ALLOY AND TEMPER rt 3/8"0-16 ACETAL _ 1/4" T0-2QHUM AISI 304 BY REGENT HARDWARE R USE LOCKS SERIES 2333 HOOK BOLT LOCK. r,+,JINSTALLATION WILL REQUIRE A 7/16HOLEHUMBSCREWS ERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADED&:) ff[LLED AT TRACKS FOR PROPER EMBEDMENT D F \1 1 111 v QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 f J l, O 2015 EASTERN METAL SUPPLY.INC. N.Erls�''9 ,_ 13ERTHA HVTM ApC�rw �nShu �System N Ism,9 C® t �� KV.RADE j w/oHv�Nvv 1• ,! '� American Shutter Systems IEV.NO DESCRIPTION DATE DRAWN BY: M.L. • C •4++ TILLR COMPANY G S TESTING & ENGINEERINCkY a Association. Inc. 1 OLD a-tsz a/13/1s DATE 4/13/15 N.W.38th.St.,5)Ste.305,Y.Fox:(305S,1LOfVA-153 3316 Phone:(305)871-1530.Fax:(305)671-1531 4268 WestrOads Drive 2 DRAWING NO a m'I:4ThsoOa0Le0m West Palm Beach, FL 33407 3 Fr�S/ONA� \\ EB-0006719 15-085 /!1111111111111\\\\ WALTER A TIlN Jr.P.E. 4 P_E. SEAL�SIGNATURE/DATE rowan U.g aa1e7 6 SN 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR III,, HV @ 3/80 12"MIN. CE 41 40 38 TO BLADE P ,I .625" W BLADE 1 O 013E 1A .1675'rW BLADE 1AWINDOWBU DE0625`HV LANG RECESSED NYLON BUSHING Y n KNUCKI£E'S 0625 1875' Y3 N (TYP) 0.0625- HV SHORT RECESSED NYLON BUSHING � Q HV NYLON HAT WASHER Q OR ® ,, N N iC LAT 6 RRON WR R1/ �➢'r� 3 5p' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I 114 I" 40 /.2. so• X 0.870"x3/16"THICK NYLON WHEFI 3 Fw N 2 7/8'MR HY WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPARATION m3.oD * I BETWEEN .0625' 0625" 3.7500" ® HV 1 3/4" ACCORDION PIN W1,#8 HEAD EXTERIOR OPENINGS ±5 3/4' SFCTDN Y-Y ® II oEON C 5 x.rs HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 47¢"A -4 m 2 t/a' mraorsD�anoN �� ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i I i 8CLEAR TYPICAL HV WINDOW BLADE AND ! OR ® I 4 or ®3 ^ 1 1 39 1 3B N.Ts. POLYCARBONATE HV WINDOW DETAIL REOUNOTE FOR REMENTS) I 1OOR ® j i �Ic POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, W—STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADEKNUCKLE FOR 1 12"MIN. BILADE B ME INNOVATIVE PLASTIC L.EM 103 RESIN 1 HV( 1 1 I I DOR I I (SEE NOTE "F" ON SHED 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O N� j''� I ( EXTERIOR POLYCARBONATE SOURCES FOR HV® BLADE. ICAL SHUTTER SSEM APPLICABLE " 117 N.T_S. ^�+� TYPICAL PROPERTIES SCANOW Deu em woemc (2) HV PIN ® MAY BE USED IN LIEU OF(9 AND ONLY AT HV PIN®oERicTE TOR RFTBR]ICE Dmd 7 E dewsvw nm of m,3, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10mD.324• BLADE'S KNUCKLE. a>r$ret BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. a ® 3 (SEE NOTE#FOR SPECIFIC GRnvRY ame 0792 M043 m/ut am s/4 REQUIREMENTS) 7EN9LE 147D STRea H ISM DIM 9.400 Ps. 9$00 P-L (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I FLEXURAL.WROX7H 3,r YIaD ASM D) Iz5w P.J. 13,400 PSL I 1 FLEXURAL dODOLVS ASIA D190 360.000 Ps.i. 319.400 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. + I I Mao SHEET No aIn I7D0 ASTM D2-% IS Fr—Ib/m 17 Fr-mM I ' Pr+F w��xs"�mnc 1�HEEL CARRIAGE DETAIL SMOKE DENSITY ASM D280 47.2 x 63,5 X MAx N.r s. ASSEMBLY LAYOUT RATE of SURNNG ASTM Dazs C-1 a s o-1 CLASS N.T.S. SELF IGHIDON ASTM-DIM 1010 T 080•F . -ASTM GiSS. . TFNSDE SIRFN4TN AFIFR WEATHERING ASM 636 9302 Pal. 0090 PAL nHV BLADE SOLID & HV WINDOW BLADE DETAILS TFuvi c STRFS BEFORE WEATHEMO ASIN 636 MIPal. am Pa N.T.S. FLORIDA BUIIDING CODE(Non Ifign Velocity Hurricane Zone ` \`\'(EN '. ]��'A \\\\\ /A7j ©2015 EASTERN METAL SUPPLY,INC. P'VICEN �r/���'''- BERTHA HVTM OL ® i�c Accordion Shutter System ®�® ® H.V.BLADE#1 W/OR W/O H.V.WINDOW RADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N OESCRIPHOM DATE DRAWN BY: NL O; ATE OFA 6355 N.N.36th.St.Stm 305.VIRGIWA GARDENS,FLORIDA 3310E Association. Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 —.1t t.-C 1—M West Palm Beach, FL 33407 3 DRAWING No WALTER A.'nLLLIr Jr.P.E. 4 15-085 FLORIDA Lim 0 44167 5 SHEET P.E. �kk'�610A'I��URE/DATE 6 4 OF 20 ®• m ®°" Q *N ON HV LO ND CENTERMATES: a e c o 9QJJ T", ru ®��®+��® �DA��.CONDp10N 81:ONE HV OCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'v OR 12'ABOVE ORB OW 2 OF SH ER SPAN FOR SPANS UP TO 105:AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK or 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON O m®� TYPICAL SHUTTER ELEVATION. 16 m 0 2. IF DESI FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV O LOCKS OR MAY BE AS AN INSIDE OR OUTSIDE IDCK. CONNECTION OF LOCKS TO CENTERMATES o- OR 0 SHALL BE q'INDICA N NOTE(1)ABOVE LOCATION OF LOCKS S E AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB_ NVB= 02 I ED WL1W0 H.V_ r1L:KS1: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION,BUT MAY 11 4oR 56on5�0`oB® O ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION ail:ONE W LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN IADt1r AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LACK, ATTACHED TO Q?CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Na-r AT TOP& BOT O OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 5 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 R 3's gF9 5 ALTERONE ALTERNATE HV LOCK TO MANDATORY MAY BE USED M UEU OF HV LOCK or FOR ANY SPAN.AND 2 � INST TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 3 3 xoD-xw = OF 1/4'0-2Ox3/4"S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL 9E MADE W/ 1/4'0-20x3/4"ALUM. t H D- Dz3:G Lim RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LACK SHALT.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ` ® 6.MANDATORYCONDRION &i FOR KEYSTONE MOUNTING MCr LIeTIONSt ONE HV TACK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR SPANS UP TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL GENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE END-J M.S. QLOCATION OF LOCK BOTTOMSHALL BE AS INDICATED MANDATORY. NTYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ CONN CTION DETAILS ON D F E H 1 J K L N P Q R Y W x SHEETS 10& 1B TYP.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES:_ HEIGHT. OF CORNER � 1,RFMNp A!TERN.9TE 70 lAaNDATORY CONDT110N�VALD ONLY FOR FIV'h'LOCX�.AND CENiFRMATES 0 AND CENTER MATE %ONE ALTERNATE HV'T'LOCK(S�f MAY BE IN TILLED IN UEU OF HV LOCKS®OR®FOR ANY SPAN AND 1 STALLATION AT ANY ELEVATION.AL TE LOCK t� Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER�,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/B'0 x 3/32" WINGNUF OR W/ 1/4"0-20x1"SS.M.S. INTO A 1/4'0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. O+ aOft�+®p11 M1+DOR 8 + 8 on + t©+® *NOTES ON HD LOCKS & CENTERMATES: /� 1.HD IACK�31- HD CENI'ERMA.3 OR 3 WW W_ONE ALTERNATE HD LOCK Ly MAYBE USED IN UEU OF TYPICAL n HV ®LADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS.AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3B x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-LNC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDI G CODE( on High Velocity urricane one A.Tl(�/�7��i� ©2015 EASTERN METAL SUPPLY,INC. \CENSE T��;; BERT HA HVTM -_ �- P L E C® I N ® ®�® Accordion Shutter System I.V. MADE#t W/OR W/D KV WINDOW BLADE American Shutter Systems .N DESCRIPTION DATE DRAWN BY' M.L. TIWT TESTING & ENGINEERING COMPANY - STATE OF ,Q- 6353 tLW_3618 St,Ste.M.V=IN GARDENS.ROMA 331 A$sOetOttOnp Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive DRAWING No ORIG��` o moi®ti��191.com West Palm Beach, FL 33407 3 I5-085 �ii CONAL�,Tp�` WALTER FLORIDn u•B LUT 4416P'"/E 5 SHEEP P.E. SEAtf t FORE/DATE 6 5 OF 20 ONCRETE ANCHORS PoUREp CONCRETE POURED OR CONCRETE BLOCK POUR CONCRETE .(SEE,SCHEDULE ON REQUIRED 1/4"0-20x3/4'S.S. PONCRLE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS ) 17 18 R A�J .Yy7oNE(SFE MOUNONG®ON SHM 7) SHEET 13) NUTS 0 12'O.C. (SLE SCHEDULE ON SHEET 13 1' 1. Min 1/4-0-20x3/4N S.S. Min• 12 OR® - -— EQ USINGN/4C 20 NUTS 1/ - - 19 EO 2' f ®12,O.C. E D.* /2. .250'Max. __ _ 13 GR 5 _-- 13 GR 15 CIA 750' .250'Max. i Max. ILL I I iii E. .D! I i OPTIONAL I I ill I I PRONAL Ili i i I i I TO aASS(SFE I I I I i I SCfW sNa¢r i TI ® �i - i I - MIN.SEPARATION TO GLASS I 1 I t1 Fat aAMDE mNa COR ® EXISTING SCHEDULE ON SHEEr 11) I ON SHM 19 Rai I I 1 I I I I I 1 GLASS I i LI DfISTWC i �mg® I i i MIN.SEPARATION TO GLASS I I GUaSS--'I I I`(SEE SCHEDULE ON SHEET 11) I j EXISTING i I I 1 I G'nss— I ©HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATiON © HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS I I IXLSTIN I I I I i i i r—(SEE SCHEDULE ON SHEET 11) I' 1 MIN%PAWM I I i �� I l i I I �� EXISTING i 1G tans(T i I I I I I 1 OR 1 I MIN.SEPARATION TO GLASS I GLASS i`9`N;o 0`�¢T i l l Ili i—(SEE SCHEDULE ON SHEET 11) I i I i I I 11 Rai BILE®AND n m i ON%w 19 FOR ILQI @AOES/D&® !H� ii yG IXISNNG i I N OPTIONAL II ii I I I I GLASS--� 1 MlI OPTIONAL T i l i i 1/4'Max. 1315ED.* ii iID. J"01 19 EO ED 1/ r 1© 1' 12 OR® '0-20x3/4'S.S. Min EPHIWPS TRUSS HEAD 1/40-20x3/4"S.S.PHILLIPS VZZA 17OR18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS TTI/4 1/4'-2O NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 127 O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEEP 13) POURED CONCRETE OR CONCRETE BLACK OR CONCRETE BLOCK C NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON ®HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED 0 HV WALL SILL.INSTALLATION p� p� NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS. W 1-SEE SSEMBLYHEET 4 FOR TYPICAL SHUfTETi *E D.-EDGE DISTANCE O SEE LIMITATIONS OF USE FDR 22-MOUNTING SECTIONS CAN 8E COMBINER (SEE SPECIFICATIONS ON SHEET 13) BLADE 0 ON SHEET 19 n H V BLADE W ANY WAY TO SUR ANY INSTALLATION. 111111101E FLORIDA BUILDING CODE(fon High Velocity Hurricane done . %: /�C/T//�i/ ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm kv j RWovwiroroAO#raonhKttervym0L E C ric, Am ® a ® {• American ShuHer Systems IEV.N DESCRIPNON DATE DRAWN BY: M.L. TiLuT TESTING k ENGINEERING COMPANY ATE OF ;��` Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 ��•, sass xw.aan. 5)t.71 30.3,v.F x GARDENSS.1-153FLORIDA 3316 4268 Westroads Drive s C„4 •'1/Iw1 '(Cry Phane:(305)871-1530.Fax (305)071-1531 DRAWING No %�/FS+�;/......-•��y\``���`� a-maiB-Ultec 0005719 l.eam West Palm Beach, FL 33407 i WALTER A.TILUT Jr.P.E. 15-085 P.E./SEALi�t�NATURE/DATE 0k, FLORIDA u`$ 16' SH a SHEET 20 CONCRETE CONCRETE ANCHORS �j St3MFRDt L1sEramlsaFNEF III iiI I I1I ,",,�."M' �Iroif lI iI Ii MIN. ARXRO4POURED (SEE SCHEDULE ON SHEET 13) ----TOR g* XO RS �TImij9F 9� ON SHEET DFOR APPLICABLE FO�S0.Y 0r REQUIRED rREQUIRED -4 Di;I itII IIi IiII 1 EEAOLsma® I \ ( s,a¢nulE \ i I 8 ALTER NA i it i i i i li i EXISTING i it '1 I I f ANCHOR I II 1 G I I✓ I LOCATION $70x3/4'HEX WASHER HEAD j t t OR 3 OR 1.9 o 3/e NTN. TEK SCREWS 0 12'O.C. f 8 EDGE OFF 3/a xw. CONCRETE ANCHORS 1 I ©+ 7 1 (SEE SCHEDULE ON SHEET 13) APPLICABLE i 11 I I EDGE OF EXISTING Jf I I Ili EDGE OF--1 I I III SLAB IF GLASS--! I i SLAB.IF I I 1/2 1 MME OF APPLICABLE O . i YK SFPAAMaT 1 I I APPLICABLE EA. O. SLAB IF TO MASSoRAnE i APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS sT 0 BOLT I CONCR D. CONCRETE (SEE SCHEDULE ON SHEET 14) -I 11 FOR MAIL I ♦ POURED REQUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED OLAOMT,S Rn t OR ® coNCRE D I1 .TRENCH INSTALLATION ®M60d<d REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) VAUD ONLY FOR UP TO +70, -75 PSP A.S.D. ® HV FLOOR INSTALLATION t OI HV WALK-OVER INSTALLATION DESIGN LPRESSURE E �TI' G&FOR SPANS PER SCFIEDUHV CEILING INSTALLATION i CONCRETE ANCHORS EOSIING S�AxAnoH «SCS® 1 ro aa�sem' I I I SHEET 15SEE EDULE ON 1/4O��iLwFPM W/ 'ox srmi,t7 I 1 1"—fes soRnulc EXISTING I ox sxtEr iO i l y EXISTING�i I l i i'i EXISTING I TECHNOLOGY OR 1/40 POWERS I 1/4" GLASS—I GLASS -I ®' ^'y1Oy�t,l t I 1 1 ctASS-� f I f FASTENERS TAPPER+MPC M W/ Fl,/4" ' D l i l' III ; I 1 I IN1.:kFNWI(Ix ro I I 1 t 3/4'MILL EMBEDMENT 0 6' I O.C.FOR UP TO 6'-0"$PAN AAID I 4'D.O.FOR SPANS LARGER TRAIN I. 1 1 I 1 1/4" UP To e'-0'ENX APPLY I 1 n i t f f I rrrtTT,I I t SEAM AT EWK FASTENER HEAD I I I MAX. I I I MP.)C.EE NOTE tt ON SLEET 11 _ O D i i I I 10x3/4'HEX E. x: I i POR UA9IAlLOHS 3/8 MAX 1 1 3 OR t S i a I I WASHER HEAD I I CONT.SFJQAlir NTN. I TER SCREWS I #14x3/4' HEX HEAD I i 1 8" ® 12"O.C. 1 8" E, 7IX SCREWS®9'O.C. I _ __ i i i i •:•<,�.•..'T 1/4'0-20x3/4'SS NS .I 14x3 4"S.D.S. OR 1/4"0-20 S.S.M.S. I CONCRETE ANCHORS _ _ 6 +O 3/ / -_ I I I 1/4" - ••y> USING 1/{'ORO NIRS 1 ®9"O.C. Max. �e:. .:: 0 12'O.C. W/Nllr®9"O.C. i (SEE SCHEDULE ON 1 i' I SHEET 14) .,'�,,:•• T�. EXISTING NON SIRUCNPAL WALL MW(DECORATIVE •.1.-` ED, SILL) SII /P SLgg�p 814x3/4"F.H.S.D.S. , c.MIN., ETE .'.�yf PoUR m CONCR I L I o 9"O.C. 1 7 8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) - -- •h REOuutm D POURED CONCRETE (SEE SCHEDULE ON ON SHEEP 1 ''• .:• - .'+ D: OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIONAL - PouRED REQUIRED ®KEYSTONE MOUNTING INSTALLATION CONCRETE K HV MALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION KkxwM A.S.D.DESIGN PRESSURE:+64,-72 pf REQUIRED MAl0/uM SHUTTER SPAN e'-0" QJ HV RAINGUARD INSTALLATION NOTE: htOTIF O COMB ONO SECTIONS-—— * 'I'THIS NSTN.LATION SHALL BE E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ♦ SEE UMrTATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 18 INSTALLATION DETAILS W l (V HV B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A;. ©2015 EASTERN METAL SUPPLY, INC. �GENSF'' SERITHA NVTM Accordion Shutter System ` r ® � ® H.V.BADE M W/OR W/O H.V.Wl=W NADH ' liF•/!�(''�'k American Shutter Systems _N DFSCIWMON DATE DRAWN BY: N.L TIWT TESTING & ENGINEERING COMPANY -o'•, TATE OF 5 ry,W.36N SL., to.305,VRG NY GARDENS•RORRM X316 Association, Inc. 1 OLD 11-182 a/L3/Is DATE a/13/is Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No c' OR -.,it:Ulte..9-1— West Palm Beach, FL 33407 3 �'�a`SS�ONAL� `\ WALTER A.006719 P.E 4 15-085 �� FLORIDA U.0 44167 S SHEET P.E. S '' gfudk\GE/DATE 6 7 OF 20 SEE END WALL CON ECTIONAI 8 FE NOTES ON LOCKING RODS®,W LOCKS(23 or 90' If INSTALLATIONS W j 1 HV ND ALTERNATE IN LOCK®ON SHEET 5. OUT IN EXISTING GLASS LADBLADE W HV CENTERMATES CENTERMATES APPLICAno WT BSE@ OR SEE END WALL CONNECTION 10+5oR©+6°"Q+0- EMSTING Guns DETAILS ON SHEETS 90 & 18 2"x2"xt/8SA'-2 1 I ®+®'aR O*OoR 19+� 3 1/4" 7^ / 7" (6083-76 ALLOY)ALUM. , OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON I 7/2° ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)& I0:3/4'S.M.S.® 12" MIN. GLASS (4)#10x1/2"S.M.S.TO TUBE i /4.FULL LE 12" W./ HV LOCK 0 or 1251 W/ HV LOCK ®o 2a TO°� AT EACH ANGLE(TTP) Z * Z (ON SHSEE EET 1) 5 ® "° 35* I N J 5* 1 -- 1 5 90 O 0 "06 ® � * HVC HVA HVB Q°R®�©+OoR®ors 10+©� EX STING GLASSPIC. CONCRETE OR ©+O+Qat©+O+1 1 + m ors ors ED BLOCK WALL 5t goal 8a<8 eRL ---- * �—�------- - G I�sn�Nc © © Q O ® SYMMETRICAL IN 6 70 on 7O Q Q Q Q Q CENTERMATES 6 ©+®°RQ+@�®+QUR IN.SEPARATION 8 + 8 ors 9+ 3 w 19+ 5 t7OSRNG TO GLASS 5 — GLASS 1 * (SEE SCHEDULE W/ HV LOCK oPnoNAL ON SHEET 11 >�- 19+1$ ) �WN.-:EPARATION TO GLASS OR©+ (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) _—_—_—_—_—_ Ak _—_—___ —_—_—_—_—_ - OUT 1NCRETEHORS I 16"O.C. 1----- - 5 W * 1 Z VARIES * J 3 9P m v Z m OUT 6 1/2"MM.SLACK OUT * 5 (EXIEF2IOR) HVE HVF** HV.D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1�1111111111ti111//�/ ©2015 EASTERN METAL SUPPLY,INC. , BERTHA HVm IGEN gg C�e Accordion Shutter System z L. �e BIVc. AAAA m 0 H.V.BADE#1 W/OR W/O H.V.WiNX1W BLADE TIWT TESTING & ENGINEERING COMPANY American ShUtF®� Systems .N DESCRIPTION DATE DRAWN BY: NL • 6SSS N.W.36N.St,5[<.JOS,VIROMIA GARDENS,FI.ORQtA 33164Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 _C11 STATE OF = 4268 Westroods Drive 2 Phone:(305)871-1530.Fox:(3°5)871-1531 DRAWIN�QF NL2O ............ °-m°®-000B®-1—n' West Palm Beach, FL 33407 3 15 yL ����• WFFLLDamn u#44167 8 SHEET P.E. 5 1//�J�i A 'iCN�E/DATE 6 8 II POURED CONCRETE POURED CONCRETE OU RED CONCRETE CONCRETE CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BL CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -EXISTING CLASS —T-'— 2'MIN EXISTING GLASS ®16'O.C. T JJJ g2-MIN. TAN. LASS(SEE PA I" F— To Gross(SEE _ MIN.SEPARATION SaiiEDULE ON SHEET LEt4.SEPARATION 1 MN.SEPARATION ED TO QASS(SEE 11 FOR BIADE®AMT SCHEDULE GtASSON(E(SEE I TO GLASS(SEE SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR 11 FOR RADE MEET 1 SCHEDULE ON SHEET it FOR FAME QAND (606:S-TE;)CoNT. BLADES ON��18 F it FOR BLADE QAND ON SHEET 19 FOR ALUM. CLOSER � V2• / CN SKEET 19 FOR (LO CATEAT ) BLADES O&® PLATE. (LOCATE I/2 I elAnlsO&Qr� 'r—'- EITHER 51DE AT ERNER SIDE MIN I OF©) 1/2'MIN. OF®) I �A USE 1'OR 2'MAX. //10x1/2•S.M.S. (/t0x1/2"S.M.S. I N.1 (AS APPUCA5LE)x2"x1/8'.0'-2' I —_-- Ell ®16"O.C. ALUMINUM CUP ANGLE 1 ® 16'O.C. ;OR ----- (6063-TES ALLOY)AT MIDHEIGHT(2)1/4o011APCONSANRSToWALL AT 1"O.C. (LOCATE ATcj SEE DEC X FO EITHER SIDE OF®) 1 ORSO- SIDECONNECTION SEE DETAIL X FOR ) QR' TO TRACKS SIDE CONNECTION 3 m SEE DETNL X FO 4 Om 8 f0•©w TO TRACKS w m-6.7 m 8 0• SIDE CONNECTION®m TO TRACKS 10•®m©•®'°©•®°' ©+Q7 .pro©�+p�7+0m �6.07 •©w©+O+®w 2-2- .®'"V`©m ®}®m®•®m�+®m�,y'rry 0`®m®+®w®+®m�.7'C7 � ®°q® ®"®`� ®`® END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 03 END CONNECTION DETAIL •1'REQUIRED ONLY FOR SPANS GREATER iTL4N 12--0- POURED CONCRETE OR EXISTINGz—DLISRNG GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED MN.SEPARATION #1 1/2'S.M V� TO GLASS(SEE 0 16" .C. MIN.SEPARATION 1 y L__—_—_ 1 LEELON SH CON ETE 1/2'MIN. m MASS(� G OR H OR�OR ON SF¢Ef 19 FOR ANCHOR® - i SCHEDULE ON ---_-_--- CONCRETE L'AAOES & 12'O.C. J ON BLADES SHE O&QO 4 -'---- - "'- ) OR) OR� OR i ANCHOR Q 16' 1 2'MIN. O.C. _ ----- EQ - --- - 6 OR 8 OR I OR 2"MIN. 2"MIN. ®SEE UMRATIONS OF USE FOR VIEW Y 5 BLADE to ON SHEET 19 QOR'I30R�OR�OR� 1 OR ®° PLAN / 1 OR ®° ©m®mQ+pmOmto+®m POURED CONCRETE OR d,®w©.7Qm® f0•®w 10•®w©•pmp.®w CONCRETE DETAIL X BLOCK WALL REQUIRED 10'®m®•Ow©'®m ©•O-©�©•O•®m 9 HV BLADE OR -a HV. WINDOW. BLADE. INTO ®.®w®.®w®+®w ®.®w® ®w�•� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® OB•®w®`®w 1®.®w®® END CONNECTION DETAIL© mp® FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM 1L E C® INS ® ® � ® Accordion Shutter System HKV.BLADE#1 W/OR W/O RV WIWX MADE in y �� .➢l A ®,Icon Shutter Systems Ey,N DESCRIPTION DATE DRAWN 6Y: ML • TILLIT TESTING & ENGINEERING COMPANY STATE OF N.W.36N.SL.Sta.30.5,MGMGARDENS FLORIDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-15314268 Westroads Drive DRAWING No �� a-mail:tiltecovaol.com West Palm Beach, FL 33407 3 iss/ONAI- 4-N`\` WAL1ElR A.TIUIT1Jr.P.E. ° 15-085 P.E. 141`A"}�9�VAGE/DATE FLORIDA Uc.#44167 5 SHEET 6 10 OF 20 I SCHEDULE 91 SCHEDULE2 SCHEDULE A3 MAXIMUM SHUTTER SPAN* "L+" OR "L—" �` IMUM SHUTTER SPAN L+" { NOTES: MAXIMUM SHUTTER SPAN "L+" *" INSTAL ON LEGEND -� (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES.® &® or orINSTALLATIONS W/ W CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or® or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 86�W/ONE HV LOCKS HD LOCK IS W/ NO LOCKING RODS or ONE HV LOCK or®or® A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B. C. D. E. M, N, 0, P. O, ASDESIGN PRESSURE DATING. ® ® ® ODS MOUNTING F, K & L R. S. & V. LOCK® W/1WO LOCKING RODS ®TOP & (SEE NOTES t,It) (VAUD FOR MOUNTING O (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES .1f SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M ��� A ON INSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WAIL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RAIMG MMG & RATING FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING �) (P�°A) FLOOR/cE1uNc MOUNTING OR D(?ERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. (+oa-) (+aR-) FLOOR' Au.MOUNTING 0 MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR L+ (ft) L-(fU L+ (10 L-(R) L+ (RL+) L-(ft) (Il) L-(R) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LE 16'-0' 170" 16'-0° 16'-0' 30 16'-0 ' 16'-0" 30 16'-0" 16'-0" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND"L-'. 35 14'-10' 14'-10" 15'-2' 16'-0' 35 14'-10" 14'-1 D" 35 15-2' 16'-10' 40 13'-10' 13'-10' 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 73'-4' 14'-3' 45 13'-1" 13'-1' 45 13'-4" 14'-3" 1' HV CORNER CENTERMATE$3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-B" 13'-7" 50 12'-5" 12'-5' 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-1o" 11'-10" 12'-1" 12'-11" 55 11'-10" 11'-10" 55 11'-1' 11-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" 12'-4" 60 11'-4' 11'-4' 60 10'-2" 10'-11" NOTE#5,SHEET 5. RATING: 65 10'-1o' 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10' 65 9"-5' 10'-1' DETERMINE. LI+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9' 11'-5" 70 10'-6' 10'-6" 70 8'-9" 9-4° L2+-MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-7' 10'-4' 11'-1' 75 10'-1" 10'-t' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN•L+'OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-0" 10'-9" 80 9'-10' 9'-10° "L-"AND MAXIMUM AS.D.DFSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" W-9' 10'-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3° 9'-5` 10'-1" 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9-0" 8-9' 9"-2' 9-10" 95 9-a" B'-9' LIMITED TO +64,-72 P.R.f. AND 8'-0" SPAN. SEE L2--MAX.SPIN FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'-4" 9'-0' 7-7' 100 8'-9" B'-4" MOUNTING )ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9' W-4" 105 8'-7" 7'-11' 110 W-4" 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE B'-2- 7'-3" 8•-4" 6- ' 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+","l2+", "L7 AND Lz-" 120 8'-0" 6'-11" 8'-2" 8'-9" 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ' 6._'. 8'-0' B'-5" 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' - 130 7'-B" W-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7-9' 7'-9' 135 7'-7" 6'-2• MINIMUM SPACING. 140 7'-5" 5'-11' 7'-7" 7'-6" 140 7'-5' 5'-11, ASTM E-1996 SEPARATION 145 7'-3' S'-9" 7'-5' 7'-3' 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7" 1 7'-4• 7•-0' 150 7'-2' 5'-7- 155 7'-0" 5'-5• 1 7'-2' 6'-s' 155 7'-0' s'�° 1 THRU 3 1" 160 6'-11' 5'-2" 7'-1' 6'-7" 160 W-11" 5'-2- 165 W-10' 5'-1" 7'-0' 6'-4" 165 W-10" 5'-7' 170 6'-9" 4'-11' 6'-11' 6'-2' 170 6'-9" 4'-11' 175 6'-7" 4'-9" 6'-9" 6'-0'. 175 6'-7' 4'-9° 180 W-8' 4'-8' 6'-8' 5'-10' 180 6'-6" 4"-8' BLADE 185 6'-5" 4'-6' 6'-7' S'-8' 185 6'-5" 4'-6' 190 6'-4' 4'-5' 6'-6" 5'-6' 190 6'-4" V-5" 195 6'-3" V-3" 6'-5.' 5'-5' 195 6'-3" 4'-3" 200 6'-2' 4'-2' 6'-4" 5'-3' 200 6'-2' 4'-2' zo5 5-1" 4'-1• s'-3' S'-1 zo5 6'-1" 4'-t" FLORIDA BUILDING CODE(Mon high velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. 11110"l, 13ERTHA HVTM A Accordion Shutter System TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MM]Y.LG. fy+ ASSOCIatIOnP Inc. 1 OLD I1-192 4/13/15 DATE 4/13/15 * s 6355 N.W.361h.St,Ste.305.VIRGINIA GARDENS.FLORIDA 3316 4268 Westroads Drive 2 L Pho (305)871-153D.Fax:(305)871-1531 DRAWING No kr -9:hit"w®a"1— West Palm Beach, FL 33407 3 COAD F P EB-0006719 15-085 O,� •.• •.•�Z`a WALTER a nur LJr.P.E. ��G1??�E/DATE FLORIDA D` 1� 6 SH 11 OF 20 1 17. � � .:111. 'C acl. : ::1, i:.l �::i.•/.� � u• cll� 11�. •: 11 :al �: J� :al Q � . 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O „� mmooaaaommooaaooa�mov000a0000mmma000vaomaa0000r�mmm"mmmm©000 mmv000aommooaaoommaoaoa0000mmoaaooanno - .mmooaaoor�maaooaomm0000aamma00000m0000aoonoQo©000 �) r• ° •� � mmaaaaO�mmOaa0v0mmOCfaaHO�iDaaaaaammaaaaaOO"®mOOaO' - mmaaovaommoaa000mmoammmmm©aaaaoa000aa000nno©oaao t• • m®000avomm0000aommoaa000mca000000mmooaoamumonm000 ' mv000000mms�00000mmoaaovom0000a��a¢imooav000mooA000 m®000Qoomma000aommaoaoao:mooaao om000aooann©000eao ®mo m mommmmm0000vao�oov0000®avaaooa®ooaoaoom®®©0000 mom0000000®0000avom0000aoomooaaooanonoomoo ' maaooaaomooa000aa�aaa0000vaoaaaoovaaaaoaoom®©ao maoaooaomoaa0000�aa�aoovoo maaoa000maoaaooanm00000� moovooaomvaa0000mooQaaaovooaooe�oAaoa000aommmmmmm mooQoovomaooa000�ooAooaomooa00000000aaoonoomo©oo ' • ' maoaaovomooaavoo.�aov0000va000aoowoaoovoanmomooao moova000moa�aoovo;maovovvom0000000maoaaaa000moaaao ;•;. ; ;� :, ._ , _ •, ,; - o i u - § K •1- Y• :Iv •F • 1I z ©=� . 1 AfAXIMUM ANCHOR¢ SPACING M.) SCHEDULE FOR A GiVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES RC (SEE MOUNTINGS E4 O,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHAW BE AS FOLLOWS: Fb111FD oma/ max POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Vc-3 ksi) UA10A0171 @WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Mm,rc=3 ksi) SPAN ANCHORS SPACING LEGEND -1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.('c=3 ksT) (0) OE9M!N6i11N'(9E9TRE IUOPRC oE4GN MITNE (psi OESR7 F61GAlIVE Pf1Fs1I.RE RAMC - 1/4'0 BWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Bf FLORIDA F/SfEJFRS DIRECT,INC.(Min.rc=2 ksi) 30 40 60 75 90 120 760 205 30 40 60 75 9 720 0 205 30 40 60 75 90 120 160 205 TAPCON OR _1/q`0 iAPRER+ANCHORS AS MANUFACTURED fTt POWERS FASTENERS,INC.,AND DISTRIBUTED BY AHI-POINTS SCREW,BOLT&SPECIALTY 14 72 10 e e e 6 SS to 72 70 9 6 6 e i4 72 t0 9 8 e g g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" 14 12 10 9 8 8 6 . 14 12 10 9 8 8 6 6 14 12 t0 9 B B 6 6 THREADFORM TECHNOLOGY (MIB.f'c-3 ksi) OR 14 12 10 s 8 8 6 6 14 12 10 9 8 8 6 0 14 72 70 9 B e 6 5 �-POINTS SOLID-SET 14 12 10 9. 8 8 8 7 14 12 70 9 e 8 6 6 14 12 10 9 8 B 6 6 BLUE TPP'W/CAP NOTES: 1 12 10 9 8 7 6.6 7 14 12 10, 9 8 8 6 6 14 12 10 0 B B 8 6 TAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED 7HREADFOR61 TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 70 B e g 6 (: 14 12 f0 9 8 8 6 6 t4 12 70 9 e 8 6 55 ANCHORS IS 7 3/4',AND FOR BLUE TAP P!/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 9 8 8 6 4 14 12 10 9 8 B 6 4S 14 12 10 9 8 8 .4 3.9 0.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SbUD-SET ANCHORS SHALL B('7/6'INTO THE POURED CONCRETE.NO-EABEDMEM 14 12 10 9 8 8 6 45 14 12 10 9 8 B 6 5S 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO"IST,AND 74 12 1101.9 7s 55 as - 14 12 70 9 8 B B 5 14 12 f 0 9 B. 7 5.5 4 •SEE UuJ[nT NNS OF USE FOR 7'MINIMUM FOR WALLS V47 H NO STUCCO. 14 12 10 9 8 B 6 6 74 12 10 9 8 E. 6 55 14 12 70 9 8 B fi .5 [NODE�1A)ON SHEET 19 5'-0" 14 12 10, 9 8 7 4 - 14 12 10 9 e 65 5 &S 14 12 10 8 6.5 6 3.6 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 B 8 75 4.5 - 14 12 l0 9 B 0 s14.5114 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHW.L BE AS INDICATED ON 14 12 9.5 %5 65 aS - - 14 12 10 9 8 7S 55 4 14 12 10 9 8 8 4.5 35 NOTES AI)&A2)ABOVE FOR INSTALLATIONS ON'VIWL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 e 8 8 - 14 12 10 9 8 8 s 5 14 12 10 s B 65 'S as INSTALIATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10- 9 75 6S 3 - 14 12 10 8.S 7 SS a 3 14 12 B 6.5 5S 4 3 - 74 72 10 8 8 6 - - 14 12 10 9 8 BS 5 75 14 12 10 8S 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASEM C-90) ' 14 12 a 6.5 SS 3 - - 14 12 10 9 8 BS 4.5 3S 14 12 10 8 7 5 3.5 3 -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 t0 9 8 8 - - 14 12 10 9 8 7 S 4 14 12 10 9 75 55 4 3 -1/4"0 x-3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0' 1 4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 14 12 10 8 6S 4 - - 14 12 9 7k 6 45 35 - 14 105 7 55 45 35 - - - / 14 12 10 B.5 7 4 - - 14 12 10 9 75 4 - I4 12 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 4 11 7 5.5 45 - - 14 12 10 SF_ 7. SS 4 - 14 12 e 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,HNC. 12 10 B 8 6S - - 14 12 70 9 B 4 - 14 12 10 8 55 5'35 - NOTES: 4 12 8S' 7 ES 3 - - 14 12 8 65 55 4 3 - 2S 95 6 5 4 3 - - B.I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 - - _ 14 12 s.5 8 eS 5 - - 14 12 8 8 85 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 6.5 5 35 - - 14 12 10 8 6.5 5 - 14 12 8 6.5 5 4 9.-O" 14 12 10 9 8 - - -114,12 10 9 7.5 45 - - 14 12 85 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"O x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 f 1.5 75 6 4 - - - 14 11 7 55 S 3.5 - - 11 8 5b 4.5 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 T2 B 85 45 - - - 14 12 85 7 5.5 4 - - 14 105 7 5.516 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 85 55 4 - 14 12 0 7 8 4.5 - - 14 11 7 55 4S as - 10'-0" 14 12 t0 9 7.5 - - - 14 12 f0 8'6S 5 - - 14 12 8 6 5 4 - - 9.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 23_12..2A. 5 4 3 - - 70 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 77 7S 55 - - 14 11.5 9. 6 5 4 - 25 95 6 5 4 4 NOTES 8.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WfiHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 6.5 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SFE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4,5'- - 14 105 7 55 45 3S - - I25 95 5 - 12 9 6 4S 4 3 0 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 4S - - - 15 OS 5S 4.5 75 - 95 7 4.5 - - 14 115 75 6 5 - - 12 9 6 4.5 4 SFE SCHEDULE BELOW'FOR EDGE DISTANCE(ED.)VERSUS SPACING REUQIONSry1P FOR ANCHORS. 72'-0" 14 12 10 - - - - f- 1 12 8 8.5 5S - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEOULE FOR ANCHORS: 115 85 4.5 - 8 55 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN 111E INDICATED,REDUCE ANCHOR SPACING Iasi9.5 6 - - - 95 65 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - 10.57 SS 45 - 11 85 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0" to tz - - - - - n5 z5 s 5 - - - tz 9 s as 4 - - - FACTOR 05 s - - - - - 75 5 4 3 - - - 7.5 SS 4 3 - - - - ACTUAL- TAPCON WITH ADVANCED TAPPER,t 2s as - - - - - s 6 45 a - - - 9.5 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP B s - - - - - ss ss 5 - - - - 05 7s s a - - - - ��/ BIDE Q DICTANCE7HRt3ADFORM TECHNOLOGY MIN.SPACING I4'-0' 14 12 - - - - - 10.5 7 55 - - - - 11 8.5 5S 4.5 - - - - ED. MRN.SPACING=3' MIN.SPACING m 3' MIN.SPACING=3 1/2' MIN.SPACING=3' 3 3/4' 4'10 75 - - - - - 7 4.5 35 - - - - 7 5 35 3 - - - - I'IV B D W POURED CONCRETE& pgpED CONCRETE LTTE a= POURED CONCRETE& POURED CONCRETE&poM CO GRITE OOZE B.DDR 1.5 8 - - - - - 8 5S 45 - - - - 9 85 45 - - - - - b WINDOW CON R ED.ETE 3"CK MN E0.=3 1/Y MN.ED.-2 T/Y MiL RE SLLO OU Lt CRETE BL�K N01 Fb'11/2'MN EA=2 1/Y 7.5 - - - - - - - 12 9 6 - - - - - 9S 7 45 - - - - - 1 e 3' 1.0 0.90 - 1.0 0.78 1.0 0.84 1.0 FE - - - - - - 3.5 10 65 - - - - - 0.5 8 5 - - - - - BLADE WORKING 2 1/2• 0.81 1.0 0.67 1.0 85 65 4 - - - - - 8.5 6 3 _ _ _ _ IN UNISON- 0.5 8 5 - 8.5 8 4 2 - 0.71 - - 0.51 - - - - - - - 15 85 5.5 - - - - - 9 eS 4.5 - - - - - 1 3/4" - 0.91 - - - 0.43 - - 25 95 6 - - - - - 10 7S 5 - - - - - 1 1/2" 035 B 6 4 6 45 3- - - - - - 9.5 7 5 - - - - -F. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone TILS/ /ij,� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ® Accordion Shutter System J ® iFdc. ir1•® ®vb®ffka FIV.MADEff1 W/OR W/O H.V.WINDOW BADE American Shutter Systems IEY.Ne DESCRIPTION DATE DRAWN BY: M.L. s TE OF TIWT TESTING & ENGINEERING COMPANY Hr:�` Association. Inc. , OLD 11-I9z 4/13/15 DATE 4/13/15 STA 6355 N.W.36th.SL.St.30.3.VIRGINIA GARDENS,FIDRigA 3316 r-pl, . Phone (305)871-1530.Fax:(305)871-1531 4268 Westrood9 Drive 2 DRAWING No e-mail:tilteco0.0- West Palm Beach, FL 33407SWALTER A TLLIT1Jn RE 415-085 Nkk FLORIDA Lie.g 44167 5 SHEET.E. S��A1! idNATURE/DATE 6 13 OF 20 I I MAXIMUM ANCHOR* SPACING an.) SCHEDULE FOR A GIVEN MAX SHUTTER n7AN ASD DESIGN NEGATIVE PRESSURE RA"n G AND A CORRESPONDING MOUNTING TYPE FDR CONCREIE OR GONGREIE BLOCK INSTALLATIONS (SEE NOUNTNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED.CO CONCREIE.BLOCK T A1K 0=1112) 14R& n TRENCH ANCHORS SPACING LEGEND MNOIIUN JQRAINGUARD MOUNTING (EK WALL/PLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR SPAN .15D.DEM NDIV E PI ESSIM W NG oE%H NOXIM .DFSCN NET.aNE P9.E�lf�6AP10 .oE90N 1QT.9NE PIESSI.FE fW01c tR) TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 1 0 205 30 40 60 75 90 120 160 2115 30 4o so 75 95 1zo 160 los THREADFORM TECHNOLOGY 14 12 10 9 8 8- 6 5 12 12 12 12 12 65 7 7 7 7 7 7 7 S5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 8 8 12 72 12 12 12 12 eS 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R L65S 74 12 f0 8 a 8 8 8 72 72 12 12 105 8 6 45 7 7 '7 7 7 7 7 65 5 5 3 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 42 12 12 12 10 75 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 TAPPEF�4- 14 12 10 fl 8 8 e 8 12 12 12 72 1.5 BS OS 6 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 4,-0' 14 72 10 9 8 8 6 6 12 12 12 12 12 8.5 7 SS 7 7 7 7 7 7 7 7 b 6 6 5 5 5 5 5 14 72 70 9 8 8 6 8 12 12 12 9S 8 6 4.5 35 7 7 7 7 7 7 &5 5 5 b 5 5 5 5 5 5 14 12*10 9 8 a 8 6 12 12 12 12 10 7.5 S5 4 7 7 7 7 7 7 7 SS 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5-0" 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5S 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 6 12 12 9S 75 6 45 aS - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 14. 12 10 9 8 8 6 6 12 12 12 95 E 6 4.5 - 7 7 7 7 7 7 55 4 5 5 5 b s 5 s 4 °k SEE ANCHOR 14 12 f0 9, 8 8 6 8 12 12 1S 9 75 5S 4 3 7 7 7 7 7 4.51.3.51- 5 5 5 5 5 a.5_R - SPECIFICATIONS /4 12.10 y 8 8 6 8 12 12 12 10 8 8 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 9 6-0� 14 12 10 9 6 8 8 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 ON SHEET T 3 74 12 10 9 8 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4, - 5 6 5 5 '5 5 4S - 14 12 10 B B 8 6 6 12 12 10 8 0.5 5 3.b - 7 7 7 &5 55 4 5 5 5 5 5 4 3 7.-0. 14 12 10 9 8 8 U 6 12 12 12 &5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 10 61, 6 4.5 3' 7 7 7 7 85 5, J 5 5 5 5 5 5 3S 3 14 12 10 9 8 6 6 6 12 12 8517 5S - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 12 10 9 8 8 6 - 12 12 ab 7 5 4 3 - 7 7 7 55 4.6 3 - - g 5 5 5 4.5.3.5 - _ O VAUD ONLY FOR UP ES +70, -75 PSF A.S.D DESIGN PRESSURE 4 72 10 9 8 8 6 12 12 0.5 7.5 6 3S - 7 7 7 7 7 7 7 4 5 5 5' S, 5 5 5 5 6�-0" 4 12 10 9 8 8 6 - 12 9 6 41 - 7 7 7 7 55 4 - - 5 5 S. 5 5 4 3 - SCHEDULE3, SHETING & FOR ET PER 14 12 110 9 8 8 6 - 12 11 75 6 5 .75 - 7. 7 7 7.5 B 45 - 5 8 5 5 5 4.6 14 12 10 9 8 8 - - 1211.574 6 5 35 - 7 7 65 5 4 5 5 6 5 4 3 9.-0. 14 72 10 9 8 a - - 12 12 85,BS 35 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 8 6 - - 0.5 8 5 4 3.5 - - - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 B 8 - - 12 10 6S 5 4.5 - - - 7 7 7 85 55 - - - 5 5 5 5 5 4 - 14 12 10 9 6 8 - - .12 0.5 7 5.5 45 3.5 - - 7 7 65 45 35 - - - 5 5 5 45 3S - - - 10,-0`14 12 10 0 8 8 - 12 11 85 6 b 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - - 9.5 7 CU 3.5 3 7 7 7 5.5 45 - S 5 5 5 45 3S - t4 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 f0 9 8 B - - 12 95 fi 5 4 3 7 7 5 4 3 5 5 5 4 35 - 11,-0 14 12 10 9 8 8 - - 12 10 7 15.5 4.5 3S - - 7 7 7 7 7 7 3.5 - 5 1 5 5 5 5 5 'S 4 1412 10 '9 8 8 - - 111 61 4 3S 3 - - - 7 7 6 &5 5 4 - - - 5 S 5 O �� BLADE ONLY 14 12 10 9 6 8 - - 11 6 5S 4 - - - - 7 7 7 4S - - - 5 5 S 5 4S - - - 14 12 10 1 9 8 - - - 1.5 85 5.5 4.5 3.5 - 7 7 4.5 3.5 - 5 5 45 3.5 3 T2•-0.14 72 10 8 8 - - - 12 9S6.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 35 14 72 10 9 8 - - - 6 8 4 3 7 7 5.5 4.5 35 - 5 5 5 45 4 3 14 12 10 9 8 - - - 10 7.5 5 47 7 B 1 5 5 5 5 5 4 14 12 10 1 9 8 - - - OS B 5 4 35 - 7 6.5 45 35 - 5 5 45 35 3 13'-0"14 12 10 9 8 - - - 1S 8S 6 4.S 35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 - - - 7 5.5 35 3 7 75 4 1 3 5 6 15 4 3 14 12 10 9 8 - - - 9 7 4.5 1,75 - - - - 7 7 5S 45 - - - - 5 5 5 45 4 - - - 14 12 10 9 - - - - 10 75 5 4 3 - - 7 6 4 3 5 5 4 3 14,-0'14 12 10 9 - 1- - - OS 8 5,51 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - HS 5 3 - - - - - 7 7 5 14 12 10 9 - - - 8-5.16Z 4 7 7 5 4 - - - 5 5 5 14 - - - - 14 12 10 - - - 9 7 4S 3.5 3 7 5.5 35 - 5 5 3.6 3 14 72 10 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 34 - - 5 5 5 5 5 5 4 3 74 12 10 - 8 45 3 7 7 45 3 5 5 4S 35 - 14 12 10 - - - - 8 8 4 - - - - - 7 7 5 - - - - 5 5 5 4 - - - 14 12 10 - - - - - 85 65 4 35 - 7 SS 3,5 - 5 5 31 - 16�-0�14 12 70 - - - - - 95 7 i__5 3S 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4S 35 - 14 12 t0 - - - 6 45 3 7 65 4 5 5 4 35 - 14 12 1D - - - - - 7S 55 .75 - - - - - 7 7 4S - - - - - 5 5 45 - - _ _ - FLORIDA BUILDING CODE(P on High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM - ® [�,p Accordion Shutter System �� '. ® oItic. TA 1� ® ® H.V.MADE#1 W/OR W/0 KV.WINDOW BLADE l•� American Shutter SyD TICCIT TESTING & ENGINEERING COMPANY Y REV.x FSCBIPIION 0A7E DRAWN BY: NL s�'•. STATE OF ; 6355 N.W.36th.SL,S .305,VIRGINIA GA90ENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 [ATE 4/13/15 �,.• O Phone:(305)8871-1530.Fc,:(305)871-7531 4268 Westroads Drive 2 DRAWING NO %RFs•. RID P ••�4�,``�1 me1h 01-0.01- West Palm Beach, FL 33407 3 sA4�NG,w``��` WALTER A TILLIriJr.P.E. 4 15-085 P.E. SEAL ONAi1l'la�/DATE FLORIDA Uc.Q 44167 6 SHEET 6 14 OF 20