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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVrD APR 19.2018 Sl K $"gg`�rrrt r � r- iN ffnrk;�`/�011 �x19I�1y4. `a` ri'a j t F°„y,yCSa �11 f4:.. '�,.._+k ^�t4.,'..W xa" 'fit' Florida De aweltof BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ProfeBusines�, ) 61-102. j�{� Product Approval ssilll 1l USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ¢ 7 }ate FL# FL38 - 8 Application Type ion Code Version 2014 Application Status Approved Comments Archived p Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 91 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 W 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 Horida building Code Unline 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 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 Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-086 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 �Befth. HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks nly-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use o VHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist :Yes Created by Independent Third Party:Yes Design Pres re: N/A Evaluation Reports Other:Larg 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 ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 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 Ddf 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 E1 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,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail:If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Ed W _c-Glieik se4,llPlt'1f IiTI:{Ls' https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQ.wtDavYYHH2vJvx53Mw... 4/15/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL 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 INSTAULED WITH A DIRECTIONAL TY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NDT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED T 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-1: W BLADES C1)& a BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 40214.01-03,40715.01-03,41004.01-05,41214.01-05.40317.02-06,40609.01-10 AND 40210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA-2: HV BLADE n AND W WINDOW BLADE 11 AND E-1996 STANDARDS(MISSILE LEVET.D,WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPUCA13W -HV WINDOW BLADE (9 40505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.O,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 4 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADED AND HV WINDOW BLADE '@ 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.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SFWl BE 414x2.75'AND 414x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS Mn SCREWS WITH 135.0 kv YIELD STRENGTH AND 180 ksT TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING 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-T6 ALLOY IS 30.0 ksi AND 35.7 k i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO w MIN.YIELD STRENGTH AND 90 ksT 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 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 KV BLADE I &Q WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS SUPPLY. H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 46'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR W PART BY U.S. PATENT 45'458,179 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: W WINDOW BLADE .1(l.. ONLY ALL SHUTTER COMPONENT EDGES WHICH RDMN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST 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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: W WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SEW1 BE LOCATED ON A READILY VISIBLE,LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN 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.E.D.,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 RESPONSIBILITY. (a)THIS P.E.D.WILL BE CONSIDERED INVALID 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 F.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. .-011111181- FLORIDA BUILDING CODE(Edon Nigh Velocity Hurricane Zone EA A.,j/�A�/i ©2015 EASTERN METAL SUPPLY,INC. LlCfi '. rr9 BEFITHA e G Tffi TM 0.. Accordion Shutter System s 0L3 ECKslic. 19%00 ■ m H.v SLADE#1 w/OR w/o ttv N7NMriN 13I.DDE American Shutter Systems N OESCRimoN DATE DRAWN TTY: M.L.•�; �'� TIWT TESTING & ENGINEERING COMPANY ASSOC10ttOn. Inc. t OLD 11-792 4'T IS DATE. 4/13/15 per, OF ..•; 6355 NX.36th.St.Sta 305•VIRGINK G•VtOENS.FLORNA 3316 / y Phone:(30.5)871-1530.Fox: 305)871-1537 4268 Westroods Drive z i?s"'•. 44 �� a-mol:blteco®aal.eom DRAWING No EB-0006719 West Palm Beach, FL 33407 s 15=085 INAL WALTER A TILUT Jr.P.E. 4 SHEET P.E. SEAL��I�I�ATURE/DATE FLORIDA Ue.4 44767 6 6. 1 OF 20 .. why 1'o EOR WNDOW BIODE as VARIES " 1.491' As 1.200" x. O 44.857'9 HV SOLID BLADE O HV 90`1180° STARTER c sasat7s OHV UNIVERSAL FLOATER QUALIFIED oR USE W/ QUALIFIED FOR USE W/ HV BLADE( T W BLADE�iHV WINDOW BLADE'S 6005-T5 ALLOY AND TEMPER HV EMPER *SEE LIMITATIONS OF USE OF BLADE 1©ON SHEET 19 .37.6063-T6 ALLOY AND TEMPER 3.226' 1.500' PER 1Y4• 670' f 994' 2.670• 3.556• ) .67 1.000' � . .670" 2226" 072 N 842 = - y o o v 4.897 = N .815" 2.092" ®HV ADJ. ADAPTER WILIP 4'436 1z' 1.375' 0.072' _ o.a72' sea 3.226• QUALIFIED FOR USE w/ W ®HV WALK-OVER TRACK ©HV T M. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV 9�HV TRENCH TRACK 55" 3.750' 6063-6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. I HV RAINGULARD BLADE ) _ @063-T6 ALLOY AND TEMPER QUADFlED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER VARIES 1.936" BLADE 1 1' 1.915' VARIES 1.936" • 1.917' • Max. 0 083' -083' ,083" .083' v ,093' .093' m m N .100" N .060" 60aq 060" .060' 670 .093" .093"_ .0o Q 1`A 670 1. t4 670 n 5 3.529' a2 670 91 HV CEILING HEADERHV HEAD/ERISILL 13 HD CEILING HEADER/SILL 3 Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIE FORTE E AND BEMPER1 ONLY QUALIFIED FOR USE W/ HV BLADE 1O 1Q HD WALL HEADER�SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER - BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER X ' COMPONENT A B T1 T2 X Y t MDLXMN.Y HMt t' 1' 0.062' 2" 2" 0.125• Q 2' 5"MAX. 1/8" 1/8" 3" 1 3' 0.090" 18 2' 5"MAX. 0.192• 0.192" 1� SIDE ANGLES B CORNER POSTS QUALIFIED FOR USE W/ FN t9 2.5" 7'MAx. 0.190' 0.190" QUALIFIED FOR USE W/BLADE Q !ALUMINILIM�ANGLES UALIFIED FOSE W/ W BLADE Q6063-T6 ALLOY AND TEMPER BLADE NLY 2' S"MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEM TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. rict/T�9, BERTHA K t'd TM P _ [� Accordion Shutter System Q !� ® �as C. ® ® ® ® H.V.BLADE#1 W/OR W/O H.V.WINDI tv MADE = = American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L e & ENGINEERING COMPANY l/ �(� = TIWT TESTING gTATE DF 6355 N.W.36th SL,Ste.305.VIRGMN GARDENS.FLORIDA 3316 AS50CIatlOn, Inc. t OLD 11-192 4/73/15 DATE. 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No a-"'a�1W.0 1- West Palm Beach, FL 33407 3 WALTER A.TILLrr Jr.P.E 4 15-085 P.E. /FaIGi+1FlN��2E/DATE FLORIDA UG y 44167 c SHEET OF 20 4.660" .929" '-20x1 1/4"-20 DIE CASE 4.576' 745" 2.293" FIAT HEPD THREAD HOUSING F71AlEl 2.293' 0.334' 9S.N.5. BAxED`PAINIFD 1/4'-20 .745' (2 1W.) THREADED HOUSING ENFMEL 0• O C o' 0y ED N X18 m m BAKED PAIWED D ° IURN ED N n� 12 m ANDD. 62, .062' - p .875° c 25' _ y'L .319_ _ BRASS BRASS CM DER O m-Q • _ _�Y -KEYSC(CHRONE (CHROME PLATED) CILIIE HV CENTERMATE 0s, o, sa, 1.325' ® HV LOCKHV EGRESS LOCK FOR USE W/ FNB 1 &5:�'ONLY '12 HV FLOATING CENTERMATEm� 3.023' a7' m QUALIFIED FOR USE W IV QUALIFIED FOR USE W/ HV 063-T6 ALLO TEMPER QU ED FOR USE W/ HV BLADE 1 & to ONLY e' BLADE 1 LY. BLADE1Q&®ONLY. 6063-T6 ALLOY AND TEMPERHV CORNER CENTERMATE VFI6 250'O.D. FOR USE W/ HV BLADEQONLY ta" 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD °o `m MOLDED 1.756' .922" 4.045' 2 . 2.079' 1.753" o .360'AFTER RNENNG vaaD' °°oV 061• o 10 n 825' .B n N BEFORE RAFTING o /�"�-so X a/a" S.S. THUMBSCREW 1/4"0-20 RIVNUT* 'I SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT,PARR If 0820,AS JERSEY URED0705 By AEQU PLAN `y FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566" CHERRY TEXT V PALTERY, T VRSEY 07054 OR EOLULL. ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE W/ HV BLADE(1i)ONLY W/HV BLADE4Q ONLY. BLADE(J)ONLY. 6063-T6 ALLOY AND TEMPER­ 6063-T6 ALLOY AND TEMPER 1.917 1.917' 3.161 'm� A .43_ D THUMBTURN m E CYLINDER OR 4' V -063 .062" KEY CYLINDER .214' n .545' n 0.875"Mia. n .40 0 - e b 1 .125'Max. 31 HD CENTER ATE W O LOCKING ROD ® HD CENTERMATE W' LOCKING ROD O ° 0 QUALIFIED FOR USE W/ HV BLADEQ)& A QUALIFIED FOR USE W/ HV BLADE(j)& to 1 HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER m vutiEs,t2"MIN. QUALIFIED FOR USE W/ HV BLADEQQ & SS.0R 3/8 -16 1.1J0' 6063-T6 ALLOY AND TEMPER THUMHIURN ALETAL 7MARBSCR 11/2' CYLINDER (SFE DETABS) DO OR KEY _...- 1.57 Min. CYLINDER * 1.78"Max. ' LOCKING ROD A 1/a"m ® HD LOC N QUA FOR USE W 1 375'm 6063- AND TEMPER © HV 3�8"0-16 ACETAL /4H bi-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � THUMBSCREWS FRIES S.S. THIIMBSCR_EWS QUALIFIED FOR USE W/ HV BLADE 1O& QA 15,INSTALLATION WILL REQUIRE A 7/16" HOLE 1 I 1 QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone DiiFFILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 1i `1 1W . L �i�� ©2015 PASTERN METAL SUPPLY,INC. � .. BERTHAH1'>✓TM Acc1 E C® im , �m�>a a ® FLV.MAE#1 W/°OR W/O�KV.WINDOW System * // ��•- Trr American Shutter Systems TEV." DESCRIPTION DATE DRAWN BY. M.L �! �C1T •�Lr 711117 TESTING & ENGINEERING COMPANY 6355 N.W.36th.SL,St,.305,ViRGNIA GARDENS,FLORIDA 3316 A380CIOtlOno Inc. t OLD 11-192 4/13/15 DATE 4/13/15 Phone:(30.5)871-1530.Fax:(305)071-1531 4268 Westroads Drive 2 DRAWING No /EF"••.•, •�` �` e-mai1:47Gxo®aol.wm West Palm Beach, FL 33407 3 15-085 'Psio��lli �I7��```` WALTEEB-0008719 a TILLR1J�•P.E. 5 P.E. SEAL/SIGNATURE/DATE FLORIDA ua.y aa167 6 SH 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1O, HV A 41 12TOIBLADE PCE 625° Q HV BLADE 1 4O i E 1p .1875'1- ® HV BLADE 1A �I I1 HV WINDOW BLADE 0625` «DN y y •0675' .0625" 11 ® a 1675' Y HV LONG RECESSED NYLON BUSHING x z I I r�i KNUCKLE m OPENIN .0625 3 a ¢ a �I (TYP) 0.0625" Q HV SHORT RECESSED NYLON BUSHING ��� v ® HV NYLON HAT WASHER OR ® I FLATF Pgo�Arm�FoN RI 750 'NW - I OR f 350' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I4' ' 40 n /�m2.750' X 0.870"x3/16"THICK NYLON WHEEL 3 2 7/6"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS t—�, ��.-1315"o 6s�a R m3.00 ErWEEN -"1062,9" 0625' 3.7500° 4 HV 1 3 4" ACCORDION PIN W 8 HEAD * EXTERIOR ! 6BLADE ±5 3/4" 0625" © / / # .4715" OPENINGS ON C TERS x Y-Y .7500" ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD � 41 X475 -1 I �� z ty4" EX ER OR Fl vA ON POLYCARBONATE IMPACT RESISTANT HV WINDOW I 13— TYPICAL, HV WINDOW BLADE 9 AND ® I' I; - I 7 s I I i 39 f I 3 CLEAR POLYCARBONATE HV WINDOW DEEAIL ® 1�OR ® ® or ®3 �1 I N.T.S. (SEE NOTE FOR I I REQUIREMENTS) i I 1OOR ® j rREIN NATE IMPACT RESISTANT HV WINDOW I i ROLON 3103 POLYCARBONATE I -STABILIZED GRADE OR SABICHV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x 1T0 OIAOE B ME PLASTIC LEXAN 103 RESIN HV©HVI I 1Q OR ® °F" ON SHEET 19). 0 I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR NNS r I i I POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. EXTERIOR APPUrAm E RESULT TYPICAL SHUTTER ASSEMBLY TWIAL PROPM1105; SrANDARD e m N.T.S. HV PIN®2 OR 43 AT pETDRTICE �laoawE mv+im (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT } eLAOE's KNUCRI KLOR E errtareli EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' S (SEE NOTE FOR SPECIMC awvnr Asu m92 O,D43 IbM MM Ib/Y BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D4 ® 3 REQUIREMENTS) TMP — 1 TENSILE 9,509-3. HFJD SRR4CN ASN 0939 9AOD p.a.i. FUDOIPA.SIR MM AT'nETD ASN DT90 17,500 P.si. 13,400 p•.L (3) HV PIN © OR.©3 W/ 1/2" O.D. 1/16' THICK S.S. WASHER FIDCP MODULUS Asiu Ono 3u9DO p•9.I. 30,000 P,9. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1D�cD SHEET QO 1 1 xOTC=IxCD ASN D255 1a Pr-5t.. 17 nT 11 FiRF DLR»nYn DN=^�^ - WHEEL CARRIAGE DETAIL SMOKE DUI= ASTMD7 3 47.2 x 04.5 R MAX N.rs. ASSEMBLY LAYOUT RATE OF DUID4MG ASN DWS o-1 aAss 0-1 OAPs N.T.S. SELF ICNIOON ASTM.D1929 1010 T 980 T 1tlFA4¢l3mQ- ASN G155 TOME SI✓F M AFTER WEATNERD.'G _ASN 9J99J92 Ps' 9640 psi. M HV BLADE SOLID & (A HV WINDOW BLADE DETAILS 1QAE �°�W TM°aN0 ASN 9� 9W1 pst. H88 psl. N.T.S. FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 02015 EASTERN METAL SUPPLY,INC. V��N • 13ERTMA HVTm ® � ® Accordion Shutter System _ yy H.V.BADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems iElf.Nc DESCRIPTION DATE DRAWN ITT_ MJ_ • _ TILUT TESTING & ENGINEERING COMPANY ATE pF 9355 N.N.39N.SC,R.30,VWGINu GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phano:(305)971-1530.FOA:(305)871-1531 4268 Westroods Drive 2 F' ORIDP \��.� —R:ult—GPPlsom West Palm Beach, FL 33407 s DRAWING No •• G\ � WALTER 0.00Or7l91'.PX 15-0185 �i„ONAL EN �P� TILUr 4 P.E. 9pA"!.+/61W%RE/DATE FLORIDA U0.#44167 5 SHEET 6 4 OF 20 ®•gym ttt®���°" © * ESO Hb LOCKS A D 'ENTERMATE� =SkAU MANDATORY CONDITION 0.ONE FN LOCK or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OVE OR B OW 2 OF SHUTTER AN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY HV LOCK V or MAY BE USED AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©1 OR ES W/(2) 1/4'0-20 x 1/2"LONG T HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON UTTER ELEVATION. Qa®a IF DESIRED, BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 OR MAY BE U AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES LL ON NOTE(1)ABOVE LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DDDa-11_ V8= 3. QIMONA1 CONDITION ! OND ONLY WHEN MANDATORY CONDITION #1 OR LIMITED MANDATORY CONpniON #2 IS US m W/tW0 H.K LOCKS) LOCKING RODS®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4 oa5 oa6 as S0 oa®Y a'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). = IY 4.MANDATORY CONDITION - ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN LgBW `yll a AND INSTALLATIONS AT ANY EIFVATION.HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, EhATTACHED TO®CORNER CENTERMAIE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS �N= x°e-xvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 0 3qz EL` aux 5. ,QNDMON FOR HV IMag/SYM &o9ei �i gFVONE ALTERNATE FN LOCK MAY BE USED IN 1JEU OF HV LOCK or FOR ANY SPAN AND O `� F,a'� INST T' NS AT ANY ELEVATION.A1. NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT iOS '3� £ OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. xD�o_�xpyD___ iM�> —xo�o-xyvo RNNUT'AS SHOWN ON SECTION HVE,SHEEP B. ONE LOCK SHALL BE USED AT 7/2 OF SHUTTER SPAN OR TWO v ; LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION a' FOR KEYSTONE MOUNTING IN3TNieT10NS_ ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 7/2 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®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S. SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR,®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS OND SHEETS 70& 18 TMP. FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER VunTn xv i_SFY`OND ALIERN.47E TO LIsuATOR/CONDITION#1 VAL ID ONLY FOR FIV"i'LOrJC Cul.AND CENTERMATES a AND CENTERMATE ONE ALTERNATE HV'f'LOCK GCB MAY BE INSTALLED IN LIEU OF HV LOCKS®OR® FOR ANY SPAN AND ©°a®oR©+OoR®oR70+13 I STALlAT10N AT ANY ELEVATION.AL TE LOCK� Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING RELNFORCING LOCISERAS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE t 0+O$ea©+Oea 1©+1©m CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' MIDSPAN @).0+©-@-0+0- MAXIMUM ABOVE AND BELOWI MIDSPANS USE OF TWO•LOCKJNG RODS®TOP AND BBOTOM IS MANA ATORY. OR 12" *NOTES ON HD LOCKS do CENTERMATES: � 1.110 LOCK W/HD CENTERMATES' OR(3 MV(0: ONE ALTERNATE HD WT LOCK MAYBE USED IN LIEU OF j(PICALIn HHV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY opnomAL FLORIDA BUILDING CODE(Ron High Velocity Hurricane one A:.TI<<�j/ ©2075 EASTERN MErAtSUPPLY.INC. BERTHA HVTM �: ��CENSF•.•9�. S® Accordion Shutter System [KV.MAW#1 W/OR W/0 FEV.VdNDOw .ADE American Shutter Systems DESCRIP ION DATE DRAWN SY: M.L STATE OF TIWT TESTING & ENGINEERING COMPANY Association, Inc. OLD 11-192 4/13/15 DATE 4/13/is Q7 6355 N.W.36N.SL,Ste.305.VJLGNIA GARDENS.RDWDA 331 Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No e— 1:YiNecovool— West Palm Beach, FL 33407 3 i tiA �G:�`� WALTER LL E1r.RE 4 9 5-085 �/�ONAI \N\�` FLORIDA Uc.#44167 5 SHEET P.E. SEAt�t%M MRE/DATE 6 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK (SEE.SCHEDULE ON REQUIRED 1/4"0-20x3/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REQUIRED FDR (SEE SCHEDULE ON W/1/ 120 CONCRETE ANCHORS 17 18 R©A cEYSfoNE(SEE uOUNONO®ON SNEk1'7) SHEET 13) NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1, 1' Min. 1/4'0-20x3/4"S.S. Min. OR 14 EQ EQ M4CHINE SCREWS EQ EQ USING 1/4'-20 NUTS 1/ - - 19 2' r a 12"O.C. /2. .250'Max.. _ __ 13 OR $ ___ Jn 13 OR 15 .750' D _ -- ~ t .250"Max, i Max. i ED i -t .D.+ I N � OPTIONALi i i i i I PRONAL m a (sem SUtDULE CN S Er I - MIN.SEPARATION 70 GLASS ' 1 �'-11 FOR an>x:CDxn ---COR i EXISTING I Cw stFEr t9 FOR r t' 1 ® I I GLASS I f--(SEE SCHEDULE ON SHEET 11) FXISR i I3rte.,mR� i i MIN.SEPARATION TO GLASS G EXISTING 1`(SEE SCHEDULE ON SHEET 11) I E t GLA53 I ©HV WALL HEADER INSTALLATION QA H WALLA R INSTAL O HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I MM.SEPARATION TO EE T 11)- G I. t I i (SEE SCHEDULE ON SHEET 77) 1 GLAss 1 � i 1 OR 1 ;1 1 EXISTING_ I 10 CLASS(SEE I I ® t MIN.SEPARATION TO GLASS _ GLASS I SaiMUE 1 FOR ON ti �,1 ~(SEE SCHEDULE ON SHEET 11) + yyy111 ®,+�me® I 1{;,� EXISTING I N OPTIONAL f i • GLA�.Y—� j N I i I I,,,OPTIONAL 1/4'Max. -lWi 13 OR 15E D* i i D* i i i 1 i 19EQ EQ13 aROR® 1/4'0-20x3/4"S.S. Min.E PHILUPS TRUSS HEAD CONCRETE ANCHORS 1/4"0-20x3/4'SS.PHIWPS oR 18MACHINE SCREWS USING HEAD MACHINE SCREWS ONCR ANCHORS 1' 1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON W 1 4'-20 NUTS® 12"O.C. ( SCH LE ON SHEET 3) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOC C NCRETE ANCHORS REQUIRED WALL REQUIRED O V SILL INSTAL 10 (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION OURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIREDO HV WALL SILL INSTALLATION NOTE I z INSTALLATION DETAILS 1N/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.D.-EDGE DISTANCE O SEE UMITATONS OF USE FOR � `, BLADE ASS MBLNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE(DON SHEET 19 \1/ I�Y F-r� IN ANY WAY TO SUR ANY INSTAUA ION. L1E711E1FF FLORIDA BUILDING CODE(bon high Velocity Hurricane Gone `\`�� �R �� /,,7j ©2015 EASTEF2N METAL SUPPLY, INC. TM %�\G ENs�'• %'% BERTHA HV _ { a AE# ° Shutter System 8LEC® 11mc. A 3S®A® RV. W/ORR WO V.. MW MADE *; !f /(' *c' American Shutter Systems n DESCRIPTION r1DN DATE DRawr1 ar: MJ - TILLIT TESTING & ENGINEERING COMPANY S AF :�Q Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �'•, SS55 N.W.3W.SL,Ste 3w,W vGn GARDENS.FLOROA 3316 4268 Westroads Drive z Phone:(30.5)871-1530.Fax:(305)877-1531 DRAWING No ....••....• \ •� a- Gil:itow col.com7 9 West Palm Beach, FL 33407 4 15-085 WALTER A.TWT Jr.-E- FLORIDA SHEET P.E. SEAL����NATURE/DATE ARIDA Uc.0 441675 6 OF 20 CONCRETE ANCHORS I O I I I MIN.SEPARATION POURED sFPNu7DN i I I ® 1 1 I 1 1Q CONCRETE (SEE SCHEDULE ON SHEET 13) I 70 Gens(SEE I I ( OR I I 1 I TO GLASS I IXISTING I REQUIRED -i Sa�trtE sm I GIJSS-j '(SEE�NmuI)ON EDGE OF 11 FOR BLADE mND I uOl.EPPRAnaN I I I 1 I ONI SNFEf 10 FOR 1 1O GW5 I I 1 I D. APPLICABSLAB ILE IX>�NC� aADFsmr�® i I ~(oris 1 II II I II II I it ' 1 ALTERNATE III I I I I I I I EXISTING 1 ANCHOR 1 i 11 1 GLAS x I LOCATION 1 1 I I I 1 1 1 1 i t 70x3/4'HIX WASHER HEPD I I 1 1hb 11 OR 3 ORIS 3/6'NIN. TIX SCREWS 0 12'O.C. I EDGE OF N i 3/B 8 UM.. CONCRETE ANCHORS I I APPLICABLE ©+ 7 (SEE SCHEDULE ON SHEET 13) E I i i EDGE OF EXISTING I I n I I I I SLAB IF EDGE OF— GLASS—i I II II SLAB.IF I 1/2 III 1' EDGE OF APPLICABLE NM SFPNWION I I i i APPLICABLE E.Q. Q. SLAB IF I APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS I TO�(� POURED D. CONCRETE ON SHEETCONCRETE REQUIRED ( SCHEDULE ON SHEET 14) -{1�EBPOE(D I O POURED-Z/ REQUIRED FLAT HEAD CONCRETE ANCHORS I O,MEET 19 FTR I Q OR ® CONCRETE11 .TRENCH INSTALLATION eU•OLSm&® I REQUIRED 0. D. (SEE SCHEDULE ON SHEET'14) VALID ONLY FOR UP TO A -75 OPSF A.S.D. ® HV FLOOR INSTALLATION t THY WALK—OVER INSTALLATION DESIGN PRESSURE SCHEDULE#3, �TI;G &FOR SPANS PER © HV CEILING, INSTALLATION EXISTING ION.SFP. wa CONCRETE ANCHORS Gt/SS SFPAwRION i 1 (SEE SCHEDULE ON -.1 s�iCHO,1� sHEET 15 I/4'o LTW BUODE)TAPOW W/ Oj ° I i i i y IXISTING-I III i l EXIS TING ) TECHNOLOGY a'0 FaYIERS I 1/4" LOOSRNG I a �•syprAlwN,O Olwts ' I GLASS-4 i i i I FASTENERS TAPPER+ANCNas W/ MAT(. GLASS { i GIA55 -�(s¢so-nE ON sR>Er 1,) _O I rn sswwnoN TO 1 1 1 1 J/4'Fnn.EMBmuFNr®6' i i i l I I, i I I "�(s¢soavuls oN „) ill III O.G FOR UP TO 6'-0"SPAN AAD p I I I I i I I I I 1 I I I 4.—W FOR SPANS MAX. TWW 1/4- I I SEALANT UP TO 8•-0'ENL PPRP 1 rl 1 1 1 1 / i I 1 1 (TYP-) AT EVERT FA'N SH IPM I 1 1 I i i l i l MAX. I I i pYP,)(SFE NOTE nOR A X11 3/8. 1MAx. i p y (/10x3/4"HEX E. ' I I I 3 $ i B 1 1 WASHER HEAD i I DONT.SFALPM I I W ITIX SCREWS ® 12"O.C. #14x3/4" HEX HEAD I �- 1 8' I I I I y 1/4'0-20x3/4'SS Ns TIX SCRElYS(�9"O.C- I - --- 14x3/4"S.D.S. I i i 17 4 - •• '1 '' USING 1/4'0-20 If- OR 1 4"0-20 S.S.M.S I CONCRETE ANCHORS _ _ 6 +3 3/8 _- _ /, '•�;'•'•• -" 0 12 O.C. / n ®9"O.C. Mak. W/NUT TQ 9"O.C. i (SEE SCHEDULE ON 1 1 i•..'.� SHEET 14) ...•,n..;. r '.T•. :• "v EXISTING RON STRUCTURAL i 7 OR(6 1/2• 1° (7 R)6 .•. Do N.':» (DECORATNE �• ".1,—• III i EDGE OF SLAB 14x3/4"F.H.S.D.S. 't MIN:':; .• POURED)wnraELE 1 7/B 1 7/e II APPucaBLE t CONCRETE ANCHORS SEE NOTE 13(b) ®9"O.C. _ REOUOim POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) D_ OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 REQUIRED OR CONCRETE BLOCK OPTIONAL POURED .. - REQUIRED ®µ UM A�S,p,06 MOPURmNTIN�641N+TAUATION cD R HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION EOUIRED EIAxwum smurrm SPAN 6'—O' i HV RAINGUARD INSTALLATION t THIS INSTALLATION SHALL BE NO FOR COMBINATIONO SECTIONS' »: t REMOVABLE WHEN PERFORMED E. D.= EDGED E ADJACENT TO AN OPERABLE FJ(Ir IFSEE UMRATIONS OF USE FOR 1-SEES CAT DNS GN SHEEP,3, DR BLADE lA ON SHEET 19 INSTALLATION DETAILS W/ C1) HV BLADE ASSEMBLY II� N ANY WAY TOECTIOSUR NiNY INSTS CAN BAL ATION.INED FLORIDA BUILDING CODE(EVon NighVelocityHurricane Zone A.•�•'�C�/A//�', ©2015 EASTERN METAL SUPPLY, INC. T BERTHA H V TM CENSF''��% 7EC® H . �GwowmavACgdoahK�esymIL " �� TILLJT TESTING & ENGINEERING COMPANY American Shutter Systems •,; DESCRIP71M DATE DRAWN BY: ITL -a'• STATI OF Association, Inc. 1 OLD 11-192 4/13/15 UTE 4/13/15 6355 N.W.36N.St,Ste.305,VNRF.x:ARDENS.(305)B FLORIDA 3316 4268 Westroads Drive 2 PbonO:(305)671-1530.Fax (305)871-1531 DRAWING NO c' OR o-,n-i:tilLeoo®ool. Im West Palril Beach, FL 33407 J 15-085 ��.'•........••��j �` Ee-0006719 %i/,S/N N A1-���.�� WALTER a TLLUT a..P.E 4 P.E. S�tLLf SIu"NA�"RE/DATE FLORIDA U.4 44167 s SHEEP OF 20 SEE END WALL CON ECTIONAI O 8 SEEN'TTS ON LOCK NG RODS®.HV LOCKS(2}°r 2Q o u T 9D I N r EXIST! GLASS INSTALLATIONS W f I HV AND ERNATE HV LACK®ON SHEET 5. BLADE W HV CENTERMATALL ES Com° WATESKAPPLICATION IS BLADEQI *�°" OR SEE END WALL. CONNECTION EXISIINGGLASS DETAILS ON SHEETS 10 & 18 Q Q © Q Q 6 + 7 +1 at6 + 7 + 18� 2'x2"x1/e"tA'-2' I (g).5.19+ 9+5$ 3 1/4" 7•• 6 1/2" 7" (60637TES ALLOY)ALUM. oR©*® OPPOSING SYMMETRYCAL ANGLE w/(z)1/4'0 TAPCON I I/.., ANCHORS TO CONCRETE CENTERMATES (TOP/BOTTOM)& g1ox3/4'S.M.S.® 12' ,-. CENTERMATES MIN. GLASS nON (4)g1ox1/z's.M.s.To TUBE i O.C.FULL LENGHT. W/ HV LOCK 4 or (2bJ W/ HV LOCK �2�4 0 2 To cuss 3 * 3 (ON SHEET SCHEDULE1 AT EACH ANGLE(TYP) 5 ® � * 35* IN 5 90. 1/2 z" O * HVB oUT ® � HVC OR ©+O+©°R©+O7 •.1 ae I ras CONCRETE IXI5nNGCLASS LOCK p+ j 3aR -Ou O 5« $fxtl + $aR $ � 4\_EXI-11 ------------ + + OR ;I S © O SYMMETRICAL *O ©��*Q 18+ $oR9+ 3 oR 19+ MIN. G1ASSON1 CENTERMATES* 6 8 1 + 8 8 + 7 (sET sGLASScuss © � © W/ HV LOCK 26 oPnoNu �$ ON SHEET 11)MIN.SEPARATION TO GLASS(SEE SCHEDULE I N ON SHEET 11) o a CONCRETE ANCHORS* 1 I 16"O.C. 101 * 3 VARIES 3 'Z m ® OUT 6 1/2-MAX.SLACK OUT * 5 (DOERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone ```,tg5At1A 1T'uA,p��� ©2.015 EASTERN METAL SUPPLY.INC. �� ..... , BERTHA H V TM Q IGEN ® Accordion Shutter System 1 E C® 1@!t. iP`�1C7 ® ®A® H.V.MADE#1 W/OR W/O KV.WINIM OADE • l !`T:*= TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.No DESCRIPTION DATE DRAWN BY: M.L. -o'• STATE DF 6358 N.W.36th.St.Ste.30.5.VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 tEp-S Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No _dl:BNaao®..I_ West Palm Beach, FL 33407 3 � ••....... •• ��\ EB-0006719 4 15-085 .i�,�SS/O 'rG�`��.� WALTER Rmn u#44167 P.E. 9Y�L���W `i' EJ ;DATE a SHEET OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRflE OURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED —EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -EXISTING GLASS _'C�— 2'MIN EXISTING GLASS ®16"O.C. t T JJJ _ 2"MIN. -7 hON. EPARATIONMASS - 1• F TO ULA4 SFE MIN.RA om MIN.SEPARATION 1 MIN.SEPARATION SCNEOULE ONSHEETi i EQ 1 1 EQ TO CLASS(SEE 11 FOR BLADE RAND SCHEDULE GLA S(SEESE{EEE i ro r(� SCHEDULE ON SEF):T 1/18"x3"MAX. ON SHEET 19 f-0R 11 FOR BLADELTDAND 1 MADE 11 FOR BLADE 1OAND (6063-T6)CONT. SLADFS0&QD ON SHEET 19 FOR 1/2' CC7 SREM iEID ON SHEtT 19 FOR ALUM.CLOSER 7—'- (LOCATE AT ' BLADES C)& E{fADFS O&Q� I BIAD6 Q& E1THEft SIOE PLATE (LOCATE 1 MI OF 50) AT EITHER SIDE MIN 1/2'MIN. OF®) I •P.USE 1'OR 2"MAX #1ox1/z"S.M.S. #10x1/2"S.M.S. I _—_—_ (AS APPl3CABLE)x2"x1/8"x0'-2' _—_-- ® 16"O C ALUMINUM CLIP ANGLE ' ® 16"O.C. %R@- ----- 4 (6063-T6 ALLGY)AT MIOHEIGHT (1) gloat/2'S.M.S.Top& W4 � ` (2)1/4"0 TAPCONS ANCHORS TO cj SEE DETAIL E FOI OR EITHERWALL T I"SIDE OF®)(LOCATE AT ' OR & SIDE CONNECTION SEE DETAIL X FOR OR'®° TO TRACKSSIDE CONNECTION ©m(103 ) 8 SEE DE ON X FO 4 6 m 8 f 0+®w TO TRACKS w m 6.7 w 8 O+ 510E CONNECTION ©p1®"� Q ®m 1o•®m©•�©•®w To TRACKS 10•®°°© dam©®w 10•®m©.®w©.®w ©.0j • . m- 6,7 , 6.7 &Q+©® ��®m ©•07 •©"©+./Oji•®w •®m®•®osOB+©?° ®.®w®.m®mO.®m ®'®w1©•�8w®.®m ®+®wi©•®mOB+©°^ - ®+®m O9•®mt®•OS m©•® ®. 8w t END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR �IXISIING GLASS CONCRETE BLOCK WALL GAS G 4 4 REQUIRED __--_ -1 MM.SEPAWOION g1 1/2"S.M To LASS(SEE ® 16" .c. D MIN.SEPARATION Y �"------ ------- 1SCHEDULE ON S= DIADE�AND CONC ETE 1/2"MIN. TO(LASS((SEE 1 FOR 6 OR®OR�OR ON SHEET 19 FOR ANCHOR® - 11 FOR BLADEON SHEEr 19 L77AND HEDULE ON SHEET __------ 19 ___ ------ __ -___ QORQOR(9ORO CONCRETEstADEs S&Q� 12•D.C. 5 BLADES�&0 FOR 4 ____ _ OR(g ANCHOR EQ 16' 1 2'MIN. o.C. -- -- (� 4 ---- ED 6 OR®OR(qOR 2"MIN. 2"MIN. O SEE LIMITATIONS OF USE FOR VIEW Y BLADE QA ON SHEEP 19 Q OR�3 OR(qOR(gOR� 5 PLAN DETAIL X 1 OR ®. ©m®m©•07 w® 1G•®m POURED CONCRETE OR ®w©`�"'©mt0•®O1 END INSTALLATION COCRErEBLOCK WALL REQUIRED 10.E®m©.�3m©•©m 10•®m�•�©`®w ©•O•©w©O•®m 1 HV B R 16 HV WIND )Dk INTO CONCRETE OR BLOCK WALL. END CONNECTION DETAIL 5Q pB•®m®•®wp+®mph END CONNECTION DETAIL 6 w®•® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A:r--al �''' ©2015 EASTERN#pMEET&SUPPLY,INC- ....... .. NC_ BERY TM • �CENS •.9 ®�® ��® Accordion Shutter System ttv 131.ADE#1 w/OR w/o fLv WINDOW BLADE American Shutter Systems Ev.x DESCRIPTION DATE DRAWN Ere M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-t92 4/13/15 Dare 4/t3/15 STATE OF ioz S 6355 N.W.36th.St,Ste.305,VIRCM GULDENS,FLDR 331 'rP.E-*"ftL'pVk*fU •• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No 00o6719West Palm Beach, FL 33407EB- 1g_085 /ONALE�;I�S�\` WALTER A TIU7T Jr.P.E 4RE/DATE FLORIDA Lc.g 44167 a SHEET OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN` "L+" IMUM SHUTTER SPAN*"L+" * NOTES: LEGEND (ft.). FOR INSTALLATIONS W/ ICA OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS "`•`"I "�-�T10- - CENTERMATES,® &® or 0 or W INSTALLATIONS W/PTaNG W CONCRETE & (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ® or(or ( ® MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. Bc�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or L-: MAX. LGN FRES 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, Q, As.D. DESIGN PRESSURE RATING. - ® ® / ® ODS MOUNTING F.'K & L R. S. &V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,It) (VAUD FOR MOUNIING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t ft 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 MOUNTING & M !A.DLIMM TO.DM uAwDE CONCRETE GIVEN I POSITIVE A.S.D.DESIGN PRESSURE RATING, A.SD.DESIGN Aso.015ICN .INSr lAMION A.SJL OF9GN INSTALlATI0N5 PREMRE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNRNG PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RAIINc RATWG & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUMING FLOOR/CEIUNG MOUNTING (P•a) OR (+ OR-) (+OR-) (+DR-) FLOOR' ALL MOUNTING �7tt DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L+ (II) L-(R) L+ (R) L-(R) L+ (ft) L-(B) L+ (D) L-(RJ V MAXIMUM SHUTTER SPAN "L+"OR "L-•FOR 30 OR LES 16'-0" 16'-0' 16'-0' 16'-0' 30 16'-0" 16'-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'_70' 15'-2' 16'-0' 35 14'-MO" 14'-10" 35 15-2" 16-10' 105 psf.AS.D.DESIGN PRESSURE RATING. INMINED SPAN BETWEEN 'L+°AND MINIMUM DETER 'L- 40 13'-1.0" 13'-10" 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4" 14'-3" t 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' S0 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 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 AS.D. DESIGN PRESSURE 60 11'-4" R9'-3' 11'-7' 12'-4" 60 11'-4" 11'-4' 60 10'-2" 10'-11" NOTE#5,SHEET 5. RATING: 65 10'-10" 11'-1' 11'-11° 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE; LT+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-9' 11'-5" 70 10'-6" 10'-6' 70 8'-9" 9-4" L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 f0'-I" 10'-4' 11'-1' 75 10'-1" 10'-1' 75 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10' 10'-0" 10'-9" 80 W-10' W-10" "L-"AND MAXIMUM A.S.D. DFSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-9' 10'-5" 85 9'-6" 9'-6' INSTALLATIONS IMO CONCRETE OR CONCRETE BLOCK RATING 90 9'-3" 9•-5" 10'-1" 90 9'-3" 9'-3" SHALL BE UMITED AS FOLLOWS: DETERMINE: 95 9'-0" 9'-2" 9'-10' 95 8'-9• 1- CONNECTIONS TO KEYSTONE MOUNTING LT-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0"SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MQ ON SHEET 7. INSTAUATIONS. 105 8'-T 7'-11" 8'-9' 9'-4' 105 8'-7" 7'-11' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2' 7'-3" 8'-4" B'-11• 115 8'-2" 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+'."L2+", 'U-"AND "L2 120 8'-0' C-11' 8'-2" 8'-9' 120 8•-0- 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8" 8'-0' 8'-5' 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5• 7'-10' 8'-i' 130 7'-e" 6'-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' S'-9" TO GLASS 150 7'-2" 5'-.7" 7'-4' 7'-0' 150 7'-2' 5'-7' 155 7'-0" 5'-5" 7'-2' W-9" 155 7•-0' 5'-5" THRU 3 160 6'-it" 5'-2" 7'-1' 6'-7" 160 6'-11- B '-11" 165 6'-10' 5'-1" 7'-0' 6'-4" 165 G'-10" 5'-1" 170 16'-4- -9' 4'-11" W-11' 6'-2" 170 6'-9" 4'-11' 175 -7' 4'-9" 6'-9' 6'-0•, 175 6'-7" 4'-9" 180 -8' 4•-B' 6'-8' 5'-10' ISO W-B" 4'-B' O BLADE. 185 -5' 4'-6- 6'-7' 5'-8' 185 6'-5" 4•-6" 190 4'-5' 6'-6' 5'-6" 190 6'-4' 4'-5" 195 -3' 4'-3" 6'-5. 5'-5' 195 6'-3' 4'-3" 200 -2" 4-2" 6'-4' S-3" 200 6'-2' V-2• los -1' 4'-1' 6'-3' W-i' 205 s-1' 1 4'-1°_j FLORIDA BUILDING CODE(fJon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. LL�711P 1H IIflf/f// BERTHA IRVTM ,PTIL : (/Ti.,, Hn Accordion Shutter System liv MaDE#1 w/OR w/o IV.WINDOW IADE • (�'`'� TICCIT TESTING & ENGINEERING COMPANY American $hUtt61P $yS#®m3 EV. DESCRIPTION DATE DRAWN 0r.IA DY. G. ' 6355 N.W.361h.St,Ste.SOS,NfRG411A GARDENS,FLORIDA 3316 Association. Inc. 1 OLD I 1-192 4/13/15 DAME 4/13/15 ZPh...:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No STAI In Ur s-n,4a:EueGoDuul.GGm West Palm Beach, FL 33407 3 0•••. .......... 103-0006719 4 15-085 ER /C �,\\`�� WALTA.IIUJT J,Re / FLORIDA U.6 44167 5 SHEET AW E/DATE 6 11 OF 20 �. I:R/ ::li. ::�1 •:: '•1, . -„• �Il�rr 11'. ,: , ,1 :al /: �•�.:al :.� .•- : aL! 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'� mm000000mm000000mmov0000�m000000mom000000nnmm000® mmmoovoommoov000mm000000n©000000mm000000nn©©0000 • NIX I • . , mm ooaoommom0000mmoov000mm�aoomoom®ovodoon000®000 mv00000a mo 0000mm o0 00 0000 vom®000000m® 00000 m®000000mm000000mmmoo®oo�00000®ommmmm 000000nnm©0000 �moAoovoomo om0000moov0000vovomomvoovv 0000m'oom®©omm. m0000000moov0000m0000000m00000aomv0000000m©ooeoo m0000000mv000000m0000000v00000vovv00000vo®®00000 - , m0000000m00000vomoo��v0000��00000vvoovv000�o®0000 m00000vo.m0000000mo mmmmmmmp me0000vo mm000000.m 00000.®0000000 oomomooea ;•;r ; , 0 0 �I MAXIMUM ANCHOR* SPACING (t0,) SCHEDULE_ FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN bEC,0E PREMRF RATING AND A CORRESMING MOUNTING TYPE FOR CONCRETE OR OONME[E BIM MLUUMNS (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED 00NUM7/bONCRETE HOOK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Pc-3 ksi) 1 wM% E@WALL SILL MOUNTING ©PAUNG MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Mm.Pc=3 W.) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SCUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Y0=3 ksi) (11) ksR.DENSMw NFfANE RATING OERRGN NET,AINE )k&D.OL90L NETaNE PNFAUPE RAZING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.fc-2 W.) 30 140 160 175 191 120 160 205 30 40 60 75 9 120 0 205 30 40 80 75 90 120 160 205 TAPCON OR - 7/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY to 12 10 e s s s 5.5 3 12 10 8 8 8 is 12 t0 9 e e s e 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 6 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 THRFAUFORM TECHNOLOGY (Min.fb=3 w) OR LESS 14 12 10 9 8 B 6 6 14 12 10 9 8 0 6 6 /4 12 70 9 B 8 6 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 70 9 8 8 6 6 BLUE TAP W/CAP NOTES: 74 12 10 9 s 7 55 3s to 12 10. 9 8 t1 6 s 14 12 L 9 s 8 s s TAPpEFt+ A1)MINIMUM EMBEDMENT INIO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 10 9 8 8 8 6 ib 12 l0 9 6 8 6 6 t4 12 10 9 8 a 6 5S ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 9 8 B 6 4 14 12 10 9 8 9 6 45 14 12 10 9 8 6 .4 3.5 14 12 10 e 0 8 6 4.5 14 72 10 g s B 6 55 14 12 70 8 B 8 8 45 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCREI&NO EMBEDMENT Ta 12 10 9 8 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 B. 7 SS 4 o sEE uu�ADONs of USE FOR INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 0 8 6 55 14 12 10 0 8 B 6 4.5 ®M6 I TINT sHEEF t9 1'MINIMUM FOR WALLS WITH NO STUCCO. 74 72 10 g. 8 7 4 - 14 12 10 9 8 65 5 as 14 12 LO 8 6.5 5 3.5 3 A.3)IN GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE OBSTING WALL OR FLOOR. 14 12 10 g 8 7S 4.5 - 14 12 10 9 B 8 6 45 t4 t2 10 9 e 6 4.5 3.75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 12 9.5 7.516.5 45 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 35 NOTES A.1)&A2)ABOVE.FOR INSTAULATONS ON'VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 74 12 10 9 e 8 6 - 14 12 10 9 6 8 6 5 14 12 10 9 8 65 15 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 1; 10- 9 75 55 3 - f4 12 t0 8.5 7 55 4 3 14 12 8 6S SS 4 3 14 12 10 9 8 6 - - 14 72 10 9 8 65 5 3.75 14 12 10 85 6 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6S 5S 3 - - 14 12 10 9 8 BS 45 35 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.BUILDEX. 7'-0. 14 12 t0 9 O B - - t4 12 10 9 8 7 5 4 t4 12 10 9 75 5S 1/4'0 x.3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 t0 8 65 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5S 45 35 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC- 12 12 10 8.5 7 4 - - 14 12 10 9 7S SS 4 - 14 12 9 7 75 4S - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 4.5 - - 14 12 10 9 75 55 4 - 14 12 9 7 s 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 6S - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 14 12 B5 7 55 3 - - 14 12 8 63 55 4 3 - 25 85 6 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON la t2 95 7.5 6 - - 14 t2 9.5 a ss - - 14 12 8 0 6.5 4 - - WITH ADVANCED 1HREADFORM TECHNOLOGY ANCHORS IS 1. 13 9S 6.r 5 3S - - 14 12 10 8 8 5 - - 14 12 8 6.5 5 4 - - 9,_D" 14 12 10 9 8 - - - 14 12 10 9 7.5 - - 14 12 8.5 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO /4 115 75 6 4 - - - 14 T1 7 53' S 3S - - 71 8 5S 4S 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAD_BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 816.514.5 - - - 14 12 ES 7 55 4 - - 14 705 7 5S 6 4.5 - - EXIST,AND 1"MINIMUM FOR WAILS WITH NO STUCCO. 11.5 85 55 4 - 44 12 9 7 6 45 - - 14 11 7 5.5 45 3.5 10'-0" 14 12 10 9 7.5 - - - 14 12 10 8'6.5 5 - - 14 12 8 6 5 4 - - 8.3)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 - - t3 9.5 6.5 5 4 3 - - 10 7.5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 it 7.5 55 - - 14 t1.5 9 6 5 4 - - 25 95 0 5 4 4 NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER_ 0.5 8 5 - 14 12 8 6.5 5.5 4 - 13 10 6.5 5 4 3 FOR INSTALLATION IMO EFS WTH METAL STUDS SEE SHEET 20. 11•-O" 14 12 10 - - - - - 14 12 9 7 6 4S - - 14 10.5 7 55 4.5 3S - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 9S 5 - 12 9 6 4S 4 3 9 7 45 3.5 3 () 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5 85 55 4.5 75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - 14 115 7.5 6 5 - 12 9 6 4.5 4 12•-0"14-12-10 - - - - - 14 12 a 65 5.5 - - - 13 to 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 85 4.5 - - - - - 11 8 55 4 3.5 - - - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VA' FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 95 6 - 13 95 6.5 5 4 - 0.5 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE 11Y THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 5.5 4.5 - 11 8.5 5S 45 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING N01CA7ED FOR FpLH ANCHOR TYPE 13'-0" t4 12 - - - - - - 74 11.5 7.5 6 5 - - - 12 9 B 45 4 - - - FACTOR 05 a - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 2s 8.5 - - - - - - 12 g s as 4 - - - s.s 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 13 95 ss 5 - - - - os 75 5 4 - - - - HV BLADE OR DICTANCE THRFJLDFORIA TECHNOLOGY MIN.SPACING 14 12 - - - - - - 14 105 7 55 - - - - 11 85 5.5 4.5 - - - - E.D. MIN.SPACING-3" MIN.SPACING 3' MIN.SPACING=3 1/2' MIN.SPACING=3' 3 3/4' 4' 10 75 - - - - - - 9 7 4S 3.5 - - - - 7 5 3.6 3 - - - - HV BLADE W POURED CONCRETE& F'ol�D CON�iE CONCRETE HCOC POURED CONCRETE& POURED CONCRETE&pgpED CONTE lE I3DDC I1.5 8 - - - - - - 11 8 5.5 4S - - - - 9 BS 45 - - - - - CONCRETE BLOCK MN FD.=3 1/2'MN.ED.=2 1/T CONCRETE BLOCK CONCRETE BLOCK IAL M=3 1/Y AEN EA=2 1/Y 7.6 _ _ _ _ _ _ _ 12 8 6 _ _ _ _ _ 95 7 4.5 _ _ _ _ _ HV WINDOW A0N ED•z3" MN.ED."31 MN FD.=3' 14 - - - - - - - 3.5 tO 6.s - - - - - os B s - - - - - BLADE WORKING 3• l.o o.s0 l.o o.7B 1.0 o.B4 t.o 15'-0" 9 _ 8., 2 1/2' - 0.81 10 - - 0.5 8 5 - - 8.5 6 4 - _ _ _ _ IN UNISON ® 2• - 0.71 - - - 0.51 7 - - - - - - - t5 85 5.5 - - - - 9 65 4.5 - - - - 1 3/4' - 0.91 - - - 0.43 14 - - - - - - - 25 9.5 . - - - - - 10 7.5 5 - - - - e B 6 4 6 4S 3 11/2 0.35 - - - - 0.35 - 9.5 7 s - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone TIL(/A/ij7� ©2015 EAS ERN METAL SUPPLY. INC. 13ERTHA HVTM ��•'' GENSF 9 11L1E C® ��C Accordion Shutter System M Oak J I� I� ® KV MADE#i W/OR W/O HLV WI WW MA E Amedcan Shutter Systems EY_N DESCRIPTION DATE DRAWN BY: M.L. _ e TILLIT TESTING & ENGINEERING COMPANY SSATEOF ��,` Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 6355 N.W.36th.SL,St.349•VIRGIM GAROFNS,FLORIDA 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:UlteCOGG01.com West Palm Beach, FL 33407 3 15-085 S/00�-�C.lS\ WALTER A VLLUr1Jn P.E 4 P.E.YYS�' tySI NATURE/DATE FLORIDA u`'®4°167 5 SHEET 6 13 OF 20 M6MMUM ANCHOR0 SPACING X10.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 4 J.K&L ON SHEL7 7)- POURED CONCREIE POURED.CONCREIE.BLACK "A"M {WAUC OVER 1& TRENCH QRAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALX OVER MOUNTING ANCHORS SPACING LEGEND SPAN ASD.DEMN tGTM PFESS 11E RATKG DEM ML6ATM: .N DMN NECA K PR6Sm WORK .DEE=WANE PRFSW RUM tAPCON OR (R) TAPCON WITH ADVANCED 30 40 60175190 120 Iso zos 30 40 80 75 9 120 0 205 30 ao 60 75 90 120 160 los 30 40 so 75 s0 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 B 8 6 5 12 12 12 12 12 &5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 6 5 5 ALL POINTS SOLID-SET 3,-0� t4 12 70 9 e B 6 6 12 12 72 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 72 10 9 8 B 6 B 12 12 12 12 0.5 8 6 4S 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 e e s e 12 42 12 72 12 10 75 8 7 7 7 7 7 7 7 7 5 5 5 6 5 5 5 5 TAPPER+ 14 12 10 0 8 0 8 e 12 12 12 12 I1.5 85 85 5 7 7 7 7 7 7 &5 4 9 5 5 5 5 5 5 4 4•-0- 14 12 70 9 8 8 6 6 12 12 12 12 12 B.5 7 5.5 7 7 7 7 7 7 7 7 5 5 6 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 S 6 4.5 3S 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 a 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 B B 6 8 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 7.515.514 7 7 7 7 7 7 7 7 5 5 5 5 5 5 s 5 ib 12 10 9 8 8 6 6 12 12 9.5 75 B 4S 3S - 7 7 7 7 7 7 S 3.5 5 5 5 5 5 5 5 4 74. 12 10 9 B 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 55 4 5 5' 5 5 5 5 5 4 * SEE ANCHOR 14 t2 10 9, 8 8 6 6 12 12 t15 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIRCATIONS 6,-0• 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEEP 13 14 12 10 9 B 8 6 6 12 12 a 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6S 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.6 - 7 7 7 &5 55 4 5 5 5 5 5 4 3 7,-0. 14 12 10 9 8 8 6 6 12 12 12 &5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 s 5 14 t2 f0 9 8 8 6 6 72 10 8S, 5 4.5 3' 7 7 7 7 65 5. 3 5 5 5 5 5 5 35 3 14 12 10 9 8 8 6 6 12 12 85 7 5S 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - QVALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 &5 7 55 4 3 - 7 7 7 55 45 3 - 5 5 5 5 45 35 - PSF A.S.D DESIGN PRESSURE 8,-O" fa 1z tO 9 s 6 6 -• 12 1210.517.5 6 45 35 - 7 7 7 7 7 7 7 4 5 5 s s s s s s RATING & FOR SPANS PER 14 12 10 s a s s - tz 9 6 45 4 3 - - 7 7 7 7 65 4 - - s s 5, s s a 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 - 12 11 7.5 6 5 .75 - 7 7 7 7.6 6 4S - 5 5 6 5 5 4.5 - 14 12 70 9 8 a - 12 1.9 7.5 6 5 7 7 65 5 4 5 5 6 5 4 3 9•-O. 14 12 10 9 8 8 - - 12 12 9.5 65 5.5 { 3 - 7 7 7 7 7 7 6 3 5 5 6 5 5 5 5 5 14 12 10 9 0 B - OS 8 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 12 10 6S 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 - .12 0.5 7 SS 4S 3S - 7 7 55 45 35 - 5 5 5 45 3S - 1O,_O'14 12 10 9 8 8 - - 12 11 85 fi 5 3S - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 4S 14 12 10 9 8 8 - 9.5 7 4S 3.5 3 7 7 7 5.5 45 - 5 5 5 5 4S 3.5 - 14 12 10 9 8 8 - - 12 9 6 5 4 - - 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 - 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 11,-0`74 12 10 9 8 8 - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - NS 6S 4 4 J - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - ( '� l LADE ONLY 14 12 70 9 8 8 - - 11 B SS 4 - - - - 7 7 7 55 4S - - - 5 5 6 5 4.5 - - - �'JHV 14 12 10 9 B 1.5 8S 55 4.5 35 - 7 7 4.5 3.6 - 5 5 4.6 35 3 12,-0.14 12 10 9 B - - - 12 95 6.5 5 4 J - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 8 8 4 3 7 7 55 45 3.5 - S 5 6 4.5 4 3 14 12 10 9 8 - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 1.4 12 10 9 B - 0.5 8 5 4 35 - 7 &5 45 3S r 5 5 45 35 3 14 12 10 9 8 - - - 15 85 6 4.5 3S 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 35 14 12 10 9 B 7 5S 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 6 - - - 9 7 4S .75 - - - - 7 7 SS 45 - - - _ 5 5 5 4S 4 _ - _ 14 12 10 9 - 10 75 5 4 3 7 6 4 3 5 5 4 3 14,-0'14 12 10 9 - - - - 0.5 8 5,5 4 3.5 - - - 7 5 4 3 14 t2 10 9 - BS 5 3 7 7 5 3.5 - 5 5 5 4 1a 12 10 9 - - - - BS,6.5 4 - _ _ - - 7 7 5 4 _ - - 5 5 5 4 - - - - _ 14 12 10 - 9 7 4S 3.5 3 7 5.5 3S - 5 5 3.5 3 15•-0"14 12 10 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - S 5 5 5 5 5 4 3 14 12 10 - 6 4.5 3 7 7 0.5 3 5 5 45 35 - 14 12 10 - 8 6 4 7 7 5 5 5 5 4 - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ 14 12 10 - - BS 6S 4 35 - 7 5S 35 - 5 5 35 - 16,-0"14 72 70 - - - - - 95 7 45 75 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3S - 14 12 10 - 6 45 3 7 6.5 4 5 5 4 3S - 1{ 12 10 - - - - - 75 5.5 .75 - - - - - 7 7 4.5 - - - - - 5 5 !--5- FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone A. Tj '�., ©2015 EASITRN METAL SUPPLY.INC. ya?.• �' ��''., BERTHA NVTM ILI ECO INC. ® Accordion Shutter System �7 la ® ® H.V.BLADE#1 W/OR W/0 KV.WINDOW MAE American Shutter Systems IEV.N OESCRIPnOR DAZE DRAWN BY: ML _.p; '•1Ir TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/75 DATE 4/13/75 �;• STATE DF 6355 N.W.36th.St,Ste.305,YR601N G ENS.RORIM 3316 T,• O Phone:(305))871-1530.Fox:(305)871-1531 4263 Westroads Drive 2- DRAWING No 1 61tec4®o corn West Palm Beach, FL 33407 3 ES-WALTM A.TILU19 15-085 T Jr.P.E.P.E. 4 P.E. SQDATE RDRIOA U.B 44167 s SHEET 6 14 OF 20