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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 y ME (`-ti]"� r� dx✓'. z z! r }a a � -y,,�,.,y+ yi ' '. ' -. ' �.• �'�. ,_ 'y _ .mss ' �: r M •'iii��i0.i11 r1' a.a�9, 7, . ;,-r-m—M M. fi',7II({C LS'p'Zrtire tcIf SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search hsines '--)) Professional1 9, 4USER:ProdPuti�APProval Regulation :.. Product Approval Menu>Product or Aoolication Search>Application Lis[>Application Detail I4 a' FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z 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 J Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI [IV ACCORDION CI NONFIVHZ.ndf 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 httDs://floridabuildina.ora/Dr/Dr aDD dtl.asDx?naram=wGEVXOwtDavYYHH2vTvx53Mw___ 7/15/2015 i 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 1S- (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.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 pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 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 for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.1)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pd p.s.f negative ASD load 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 HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 [I A.S.S.A. INC. DRWG.15-084.1)df 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.15-084.1)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Oack Me%t 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department 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 her . Product Approval Accepts: M � �_L'C_ck 0 securim urnail https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) FUS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE C• CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY T (AB HE JURISDICTION WHERE SHUTTER WILL LE 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 J: HV BLADES(1) BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(&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 bm 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 10214.01-03,$0715.01-03,01004.01-05,#1214.01-05, 90317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE hal AND E-1995 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND# 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 BLADE Q 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 CENTERMATE DETAILS W SHEET 8 3.BERTHANLE H.V.ACCORDION PINS(13.0 k i I USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275 AND#14xG S TESPECTNANU MANUFACTURED MINIMUM SERIFS CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS PLICA ORS.SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 kAT TENSILE STRENGTH. PINS SWUH BE COATED WITH BERTHA FIV OACROSHIFID COATING SYSTEM AS MANUFACNRED BY APPROVED COALING 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-TES ALLOY IS 30.0 ksi AND 35.7 WFOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-175 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50078 WITH 50 ksi MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHIFT 13 AND SWILL 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 ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE G): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FLV BLADE10&(D WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAIS S-X,WOOD SHEET 17 8.THIS BEH.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT x'6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,,IN WHOLE OR IN PART BY U.S.PATENT®5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC, (TALI 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORACONTRACTOR TO SEAL/CAULKAREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 70.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: HV WINDOW BLADE(1�ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, META_SND WAIS 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;T.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 DEVILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS TME CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y 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.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHAT SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone "NN2ZER A.rz'�" ©2015 EASITERN METAL SUPPLY, INC. ��y BERTHA HVTM �1Cf -�- D. I I L�E ® �Iy A,S■S■AnAccordion Shutter System H.V BLADE#1 W/OR W/0 HV. WINDOW MADE American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY �'• TE = Association. Inc. 1 OLD 11-192 4/13/15 DATE_ 4/13/15 36th.5L,St,305.NMS.WRDENS,FLORCU 371 4268 Westroads Drive z Phone (305)871-1530.Fox (305)871-1531 DRAWING No . d,•" ,••' e-mail:61te..0-I.... West Palm Beach, FL 33407 3 ''�As/ANAL EN����`�� WALTER -A.00 671UT Jr.P.E. 4 15=085 AYAAII MY HIL`` FLORIDA Dc.#44167 5 SHEET P.E. SEAL�SyUI�dTURE/DATE 6 1 OF 20 s ^i ]•.iDR_DM imoE @ s iv VARIES 1.918• 1.491' p 23q 6 v 7s' o Max. 1.00' (�n i .71' a8s4 4.385• �7 4.857' r .375' w p O HV SOLID BLADE HV 90*/180' STARTE 1O 3OHV UNIVERSAL FLOATER a QUALIFIED FOR USE W/ CO ED UNDER US PATENT 58179 OUAUFlED FOR USE W/ HV B1D LADE ®HV DIRECT MOUNT HV BI ADEQI D >k 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE TEMPER 1 .37 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 6063-T6 ALLOY ,t2a' 085' 3.556' o .994' V 670' 4 2.670' (TYP-) .6 1.000' w S' ..... 2.226' n 072 0 842 - - N V a.Bs7 a7 o2yp O .815' 2.092 77 HV ADJ. ADAPTER ;/LIP o 4.436' 12• 1.3 2" 75' 0.072" 0.07LIFIED FOR .920 QUAR USE'W HV ®HV WALK-OVER TRACK HV ADJ. FLOOR�fRACK n BLADE I QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK ' 3.750" 6063-T6 A AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AITD TEMPER BLADEONLY. HV RAINGUARD BLADE D • 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLO PER = VARIES " 1.93b' 13LADE`IJ 1" 7.915' ? VARIES 1.936, 6063-T6 ALLOY AND TEMPER Max. 1.917' bo 083' 7 083' .083' m .083 a .093• .093' .100' _ cat. r 060' .060' .060'o _ 670 �� .093' _ .093'c \A 1A p a��p3 670 1.686' 0. 670 _ 3.520' 5 0' 3.529' 670 11 HV CEILING HEADER 1® HV HEAD/ER/SILL D CEI G DER S Q LIF1ED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED ORT6SE oY AND BLADE ONLY QUALIFIED FOR USE W/ HV BLA 1O - 14 D W LL H FADER IL SEE SECTIONS FOR VALID N- SEE SECTIONS FOR VALID QUAUFIED FOR USE W/ F 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMP T1 COMPONENT A 8 T1 13 q YWo. MN XMN.Y MNt 2' 1" 1' 0.062' 0 2- 5'MAX. 1/8' 1/8' 3" iB 2' S'MAX. 0.192• 0.792' SIDE ANGLES � CORNER POSTS QUALIFIED FOR USE W/ FIV A MINUMANGLES IS z.s" 7"MAX. o.t90' D.tso" QUALIFIED FOR USE W/ HV BLADE( G-53 ALIFIED FOK USE W/ BLADE(D 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER -T6 ALLOY AND PER FLORIDA BUILDING CODE(Non High Veiocity Hurricane Zone TIC(�T'/.,,� 0 2015 EASTERN METAL SUPPLY, INC. .......GENS BERTHA HVw ;�- �, Accordion Shutter System E C ® �lV c. H V.MADE#1 W/OR W/0 FLV. WINDOW&ADE American Shutter Systems iEv.N DEsCO"ON DATE DRAWN 9Y: ML TILUT TESTING & ENGINEERING COMPANY STATE OF a 6765 N.W.36th 9L,file.JOS.V6 iND GARDENS,iLORd 3316 Association, Inc. 1 OLD 11-192 </13/ls DATE- 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Weslroads Drive 2 DRAWING No p'•-,fjORtO(•'�C,�` e-mail:h1lee o"I.eam West Palm Beach, FL 33407 3 /////F�S ••4�� WALTER A LLFr1 Jr.P.E. 4 15-085 FLORIDA Dc.R 44167 5 SHEET P.E. S7 �fIGtMY'�RE/DATE 6 2 OF 20 3 4.576' 4.660' .929- 745' 2.293' 1/4--20 DIE CAST 2.293' .745' 0.3.3 S.&U ILIAD THREADED ROUSMITO ENIMEL 1/4"_20 WED PAINTED THREADED DIE CAST 0. .A, (2 TYP) HI.NG ENAMEL BINGED PAINTED O 062' ro GROS TUR KNOB. I 'i�i 2 875* ne BRIISS C"DER BRASS CnIXDER KEYS(0010ME (CHROME PLAYED) PtATED) 21 CEN E MA I X/ T.C. HY LOCK HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE ll�ONLY HV FLOATING CENTERMATE""' F 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ W BLADE(9& )A ONLY 875* QUALIFIED FOR USE W1 HV QUAD ZED FOR USE W/ W 6063-T6 ALLOY AND TEMPER (2 BLADE 0& @ ONLY. BLADE & &ONLY. HY CORNER CENTERMATE 2874 Q21URED FOR USE W/ HV BLAOE(�)ONLY 250*O.D. 6063-T6 ALLOY AND TEMPERPLASTIC HEAD . . 78• 1 8'- 1.756, 922, _,32t- MOLDED To to d 4.045' SCREW 2.079' 1.753' ��ff JL360"AFTER RP/EnNG '06 to .825-X 3/4" BEFORE RIVETING MO /4�9-20 S.S. THUMBSCREW 1/4"0-20 RIVNUT* ZM — !I Lkij -:T *SERIES 9444 tALUMINUM(2024 ALLOY)LARGE E THIN ALL"__ HERRY SH I— ED BY A- r OR OF ED oRr PLAN ELEVATION HV MALE "T" LOCK CENTERMATE 4.566' 52a A'VF I .. LOCKER FOR 'T' LOCK CENTERMATEQUALIFIED FOR USE W/ W BLADE(!)ONLY BY FEMALE T- LOCK CENTERMATE H "T" LOCK E) ALTERNA E OC :1) 0 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W1 KV FOR USE W/ HV 13L.ADE(DONLY QUALIFIED FOR USE W/ HV BLADE ONLY BLADE(I ONLY.QUALIFIED F 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP W/HV BLADE ONLY. SLADE(I ONLY. 1.91 1.917' 3.161 .0 3. I THUMEITURN n!,q[B., 11 3 1. L .062" CYLINDER OR .214" KEY CYLINDER .145' 0.875'Mtn. on .40 -125"Mo.. HID CENTERMATE W/ NO LOCKING ROD HID CENTERMATE W/_ LOCKING ROD0 F_ QUALIFIED FOR USE W/ HV BLADEO& 9 QUALIFIED FOR USE W/ KV BLADE(D&UA I HD CENTERMATE'S INSERT 6063_T6 ALLOY AND TEMPER VARIES. 12*MIN. 6063-T6 ALLOY AND TEMPER J QUALIFIED FOR USE W/ HV BLADEQ)&(0 po �OR 3/6 o-15 1.130* 6063-76 ALLOYNO TEMPER (SM OEYAMS) *1/2- I Da OR KEY -57 Min dLj =1 CYLINDER 1.78"M.x. LOCKING ROD OC el HD LOCK USE I QUALIFIED FOR USE Wf HV BLAD I 6063-T6 ALLOY AND TEMPER w 3/8"o-16 AC L (�t HV 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 22k33 HOOK BOLT LOCK. '.'T.LLA�D. WILL Z� 5 INSTALLATION WILL REQUIRE A 7 6' HOLE THUMBSCREWS MIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV SLADE(D& 'L'E' T 'C S , P Me lql,UED AT TRACKS FOR PROP MSEDMENT QUALIFIED FQ%%U&V?!1Vo)jV BILA EQ QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0 2015 EASTERN mErAL SUPPLY.INC. BERTHA HVTm Accordion Shutter System 1L EC 0—IN C. A.S.S.A. RV BLADE#1 W/OR W/O KV WNDOW MADE American Shutter Systems �m H� DESCRIPTION DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.Mile.SIL,Sle.=.MROM GARDEMS.FLORIDA 3316C Association, Inc. I OLD 11-192 4/13/15 OATF_- 4/13/15 Phone:(305)871-I$30.Fax;(305)071-1531 4268 Westroods Drive 2- ——BRAWING No -if:b1t..ftol­ West Palm Beach, FL 33407 3 CO-DO06719 -- 15-085 10"INII II00%N WALTER A.TILLIT Jr.P.E. 4 #11"If FLORIDA U.. !44757 5 P.E. SEAL/SIGNATURE/DATE SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV-1 HV 3/80 12'T0 CE 41 40 3 70 BADE P oszs O 1A 1e7s'I-' Dfizs o s ® HV BLADE IA \I FN WINDOW BLADE .0625" i ceONOxR-x BLADE'S "0 OPENIN .107 1 B703 ' Y HV LONG RECESSED NYLON BUSHING i oz !II n KNUCKLE 0625 1.0625' 39 HV SHORT RECESSED NYLON BUSHING 39 I (TYP) .. 1 o i FLAT PORTION 111 7 �/ 3750" ® HV NYLON HAT WASHER (DOR ® ry'm I I B f ® HV WHEEL CARRIAGE AISI 302-303 SERIES 'I I 4491' 40 i I n X �/o2.e75o' X 0.870"x3/16" THICK NYLON WHEEL. 3 I I a z 7/8'MIN. HV wlNoow CLEAR 0.188"0 AS[ 302 SERIES S.S. RIVETS n 1 BETTv�r1 I .0625"J 315'0 SEPARATION 1 03.0 3.7500" ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR I �) o Op NE,,.,,GS f 5 3/4" s�y. 7� ON C ERS..a .7500' ©3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD41 4 0 ELEVATION.�7�'�a -! CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i a B 'sE" TYPICAL HV WINDOW BLADE (11A AND I I "[! I 3s ! 3 POLYCARBONATE HV WINDOW DETAIL OUR ® ' ® Or @ N.T.S. (SEE NOTE FOR j I ! I I 01 REQUIREMENTS) OOR ® I i *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 'k HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I 1m MIN. B CLEA ME INNOVATIVE PLASTIC LEXAN 103 RESIN I pro I (SEE NOTE "F" ON SHEET 19). HV C17 HV 1nA I ' (D OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR I 1 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR NN✓i i ! ! POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. i EXTERIOR TYPICAL SHUTTER ASS h TYPKAL PRS BLADES KNUCKLE. N.T.S. (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT HV PIN 42 EXT48I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV® ® OR RTNECE uc Load/ as 1Q 00.324" (SEE NOTE * FOR }} � GRAwr ASTM 0792 OA43 Ibtln 0.043 N,'w BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 04�r ® RE100 REQUIREMENTS) f TENSLE HE1D STRENGTH A9 T=G 9, wj. 9.s00 P 1 F RAL STRENGTH AT YIEU) ASTM D79D 125M P-L 13.4OG psl (3) HV PIN ® OR 13 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y 1 FLFxMnu Moan.lrs 7sTu D790 340.=Psi. 34S.wo PSR. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� ati I1 i I i Drffi I I A9TtlIED¢oD STM u2..6 16 FT-R,/'- 17 H-m! SHEEP A QO I; ! i -��.= WHEEL CARRIAGE DETAIL P RATE X13 R Ism Y 663535 0-1 LzTAss Oo-I RA1�5 N.T.S. ASSEMBLY LAYOUT N.T.S. SELF IGNRION ASTY01929 Colo T 000'F L A .133 TENSILE STRENGTH AETat WEATHERMASTM 036 9302 pvl. 6610 P.O. MHV BLADE SOLID & HV WINDOW BLADE DETAILS �T9�STRESS 66°E"�"E�"G �R"'6 60,Py. 0880 p..1 N.T.S. FLORIDA BUILDING CODE(Non H!9n Velocity Hurricane Zone T / / ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVIN �10EN Accordion Shutter System N I L ® 1 N C. ■ ■ ■ ■ H V.BLADE#1 W/OR W/0 KV. HtND05V MADE American Shutter Systems Ev.H DESCRIPTION DATE DRAWN Br: M.L. 50'. a.,'L TILLIT TESTING k ENGINEERING COMPANY 7E'� Assoclation, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ATE OF 63ss n.W.36 h St,St,305.VIRG—GARDENS.RORM 3316 Iz- Ph..:(305)871-1530.Fax:(305)871-1531 4268 Westroads Dive z DRAWING No Fs. ORIDN e-moa:an0000-Lcom West Palm Beach, FL 33407 3 I _085 S/..........VO NG�0' WALTER 0.EB-0TLLIT Jr.P.E.6719 4 P.E./'gYxVisi0"k URE/DATE FLORIDA Lie.B 44167 5 SHE 4 OF 20 2 *NOTES..ON HV LOCKS AND CENTERMATES: A D C G U9 5' ®.�a�9•�5a� i,IdAN1MLTLIRY CONDTitON tt:ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALUATIONSAT ANY EIIA110N. HV OR or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 OR IT CEMERMATES 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�®a TYPICAL SHUTTER ELEVATION. i 6 a 2.QISTjQ 1t IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D—HYG 3. OPITQNAI CONDITION t2 tYA!1Q Ir a Q�7 Y_1MH��,IA�DATORY C�I'INOTTIQN �1 OR LIMITED M4ND.,TORY�Q, DfI10 o g?Is USED 0 H V LOGK4)• LOCKING RODS V ARE NOT REQUIRED AT_k URRICANE POSITION, BUT MAY 4 oa ZSS 9-067-q °"Q BE USED IF DESIRED TO ENHANCE SHUTTER PERI. MANCE LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). '�- (a @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 4. INSTALLATIONS AT t2:ONE HV LOCK S o AND INSTALLATIONS AT ANY ELEVATION. HV LACK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO T�CORNER CENTERMATE W/(2) 114 4-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS � $ NDC KVC a AT TOP& 80 OM SHALL BE USED. LpCATIpN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �7 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 B OR QD: ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPASE AND N -Mo$ 1�n INSTATLATIONEI AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED 0. AN NSIDE OR OUTSIDE LOCK.ATTACHMENT #3; xoa-two = OF 1/4"0-20x3/4'S.S.THUMBSCREW TO C OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. I ¢�FAml3°d `� �$ RNNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 10EamS +'^l v _ LOCKS AT 7/3 OF SHUTTER SPAN. \ ® 6.MANDATORY CONDITION#3 FOR KEYSTONE MOONE HV LOCK® 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 SEE END OUTSIDE LOCK, ATTACHED TO @ orfs SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. CONNECTION M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�' W/ DETAILS ON D OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY, F E N 1 J K L Y p p R y % SHEETS 10& W 18 TYP.FULL J1 HEIGHT. NOT CORNER * ES ON HV "T" LOCKS AND CENTERMATES: OF r6a+Rty OF CORNER i.SECOND A>_1ERNATE TO M,A,+40ATORY CONDITION tt YALID ONLY FOR( 'r LOCK D 02MM�,SMU a AND ONE ALTERNATE HV 'I'LOCK 6d MAY BE INSTALLED IN LIEU OF HV LOCKS q OR� FOR ANY SPAN AND 1 oe�oaQ`0ore4�10+fly I STAl1ATION AT ANY ELEVATION.AI. NATE LOCK®UY 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 @ AND V W/ 1/4"0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/1/4'0-20x1"S.S.M.S. INTO A 1/470x 5/8'RLVNLrr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. �'Q" 19 QoR 1 s t s«T�}z• *NOTES ON HD LOCKS & CENTER RTES: 1.HD LOCK W/ND CENTERMATES M OR(; W/((A,: ON: ONE ALTERNATE HD LOCK(� MAYBE USED IN LIEU OF TYPICAL (1� HV BLADE SHUTTER ELEVATION HV LOCKS OR fZP FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSID„ LOCK.ATTACHMENT OF HO LOCK®TO(9 Is W/3 18 x 3/8'F.H. SS.M,S.,AND INCLUDES REINFORCEMENTIN 5'AS SHOWN ON SECTIONS HDB-MYB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricone one A.T!(</'l'., 0 2D1s EASTERN METAL SUPPLY,INC. '\\CErVS�A BERTHA RVTM �� --- Accordion Shutter System 11 L C3 ANG• KV LTIADE#1 W/OR W/O H.Y. WWW BLADE American Shutter Systems ` x TILLIT TESTING & ENGINEERING COMPANY ON oAZE DRAWN BY: MA. d STATE OF5755 N.W.36N,St,Ste.309,MGM CN OE 5,FDM6A 3316 Association, Inc. J OLD 11-192 4/13/15 DATE: 4/13/15 `��~ Phono:(30.5)071-1530,Fox:(305)871-1531 428$ Westroads Drive 2 - 'CORID" e—mGl:<RecoOaol.com DRAWING No ',FSS •••• '' G� � E9-000671E West Palm Beach, FL 33407 3 1*11,70NAL E���o` WALTER AD sr.P.E 4 15-085 p J Eta FLORIDA LLS•8 4x167 5 SHEET IRE. SEALfkSlGhA15E/DATE 6 5 OF 20 2 ONCREfE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POUR OI CONCRETE 13mULE ON REQUIRED CONCRETE ANCHORS 1MACHINESCREWS S CONCRETE REO UIRED REQUIRED �F�DR (SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS 17 18 RL.:J"LIR -(SEE MDUNRNG®ON SHEET 7) SHEET 13) NUIS ® 12.O.C. (SEE SCHEDULE ON SHEET 13) 1• _ i• 12 OR(R 4 Min. 1/4'0-2Ox3/4"S.S. --- Min. EQ EQ' MACHINE SCREWS t 9 EO EQ USING 1/4"-20 NUTS 012'O.C. E.O.r /2 .2sa'MOx. -- - 13 aR 15 _-- 13 oR 15 - -- t --- . I Max. Max. ED I I •0.• i i OPTIONALOPTIONAL , WL SEPMNx11 i m aAs(SEE SHM7 I EXISTING - MIN.SEPARATION TO GLASSiji r I-n wREEsnELDxn I 1 OR ® 1 r(SEE SCHEDULE ON SHEEP il) EXISTING i W SEM 19 F[R I 1 ' I I 1 GLASS g (Dg® i MIN.SEPARATION TO GLASS GLSS--�I A r(SEE SCHEDULE ON SHEET 11) EXISRNG 1 G'�s5 ©HV WALL HEADER INSTALLATION �A HV WALL H ADER INSTALLA 0 BO HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS 1 IXISfIN i 11 I 1 EXISTING SCHEDULE ON SHEET 11)GLASS� 1 I m aAss(S E r r 1 OR ® MIN.SEPARATION TO GLASS GLASS SOMIAE O 1 N Sfl:7 `(SEE SCHEDULE ON SHEET 11) I i N FOR OAOEON 19 ral mA`TID �WWj ryyFll aatEssOn® 4;7 ' i EXISTING i 1 '�OPTIONAL r It _ " E ; I Max. 1/4'Max. ' _ OPTIONAL I 13 oR 15 I II E.D.* ii li ii 11 /2. - -- E EQ 19 I --7 13 OR 1 1• --- 12 OR(q 1/4'0-20x3/4"S.S. 4'5S,PHILLIPS EQ E PHILLIPS TRUSS HEAD CONCRETE ANCHORS iRU55 HOFAD MACHINE SCREWS MACHINE SCREWS USING 17 R 18 1/4'-20 NUTS® 12"O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12"O.C. ONCRETE ANCHORS 1' HEDULE ON SHEEP 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK POURED CONCRETE REQUIRED OR CONCRETE BLOC CHORS WALL REQUIRED D HV WALL SIL INS AL to (SLE scHmu OF HV WALL SILL INSTALLATION O POURED CONCR SHEET 14) OR CONCRETE 6 CK WALL REQUIRED O HV WALL SILL INSTALLATION OF • _INSTALLATION DETAILS W/ 1-SEE SHEET 4 TYPICAL SHUTTER * E D.-EDGE DISTANCE + SEE LLMEYATIONS OF USE FOR H V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEEP 13) BIADE to ON SHFt.f 19 10 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. —till III 1Trr FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �NER !( �Y/i O 2015 EASTERN METAL SUPPLY, INC. .��� �/� BERTHA HVTM `SSP'�\GENs�' Ps+► Accordion Shutter System - I L IE b® �N c. . . . ■ H.V.&DE#1 W/CR W/0 H.V.W1rDON MADE �/ American Shutter Systems / � TIWT TESTING & ENGINEERING COMPANY y E1'•N DESCRIPTION DATE DRAWN Elf: M.L -a... SAT TE OF Association. Inc. T OLD 11-1 Bz 4/13/15 DATE. 4/13/15 9'•• 8355 N.W.-h.Sl.Sle.3D5,VIRGrtdA GARDENS.ELOROA 1116 � 4268 Westroads Drive 2 n Phone (305)871-1530.Fax:(305)871-1531 DRAWING No •••••...•'' •,C?\`�\`� a 61:u-00067U.M.— West Palm Beach. FL 33407 3 15-085 NA>11E 1AFA` WALTER A.TILUT J,P.E. s SHEET P.E. SEAL YgIN ATURE/DATE FLORIDA Ue.Q 44167 6 6 OF 20 a POURED CONCRETE ANCHORS � 14th,grnw7roN 1 OR HwT�N I I 1 CONCRETE (SEE SCHEDULE ON SHEET IJ) ro anss(9E i EXISRNG I F(SEE SnRD�GN REQUIRED EDGE OF -j SatntTE GIME ON SLEET GLASS---I Eox.sEPNutwH i I t SHEET it) t H FLR m/AO _ I W 9iFEf 18 fTA I 10� D. AP CABLE EXISTING �(s>f NInE i 9 GLAS5�1 I I ON sxEEr tq I ;; I r p1.lERNATE I I I i EXISTING ANCHOR ✓ a LOCATION i t i t i i i i i CUSS #10x3/4'HEX WASHER HEAD I I 1 1 1 1 11 GR 13 OR 15 c J/e'NIH. TIX SCREWS® 12'O.C. i EDGE OF 3/8 NIN. CONCRETE ANCHORS $ STAB II ©+ 7 (SEE SCHEDULE ON SHEET 13) E I APPLICABLE EDGE OF I I I SLAB IF 0. GLASGEXI I I i� EDGE OF—I SLAB.IF i I X1/2 1 SIAD IF APPLICABLE UK SEPM.7Drn I APPLICABLE ,Q, E0. MPUCABLE POURED FIAT HEAD CONCRETE ANCHORS ro cans(� POURED D CONCRETE CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) SCHEDME-{ tg pE®IOR POURED REQUIRED FLAT HEAD CONCRETE ANCHORS I IN SIERT 19 FOR i ® CONCRETE RAIrsOa© REQUIRED E.D. t� —E D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PS A.S.D. HV FLOOR INSTALLATION t ( HV WALK—OVER INSTALLATION DESIGNSCHEDPRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION U 11 DLIG SS--I NNro CONCRETE ANCHORS II----(STE SCHOAkES­ (SEE SCHEDULE ON �— Smoc i i 11 O I OSmt 101/4'9 �TAPOON�jSHEET 15) F O . SNRT It) I I s EXISTING III I I EXISTING GLASS—t FLSIBNES TAPPER+/4- POWERS NCHO S w/ EXISTING I J� rN sTnuumN ro cvs GLASS—1 f'�S IL• S UN ON SHEET II) �O I x SEPIAAIpN m I 1 3/4'UN.DIBEDUENT 0 6' 1 i i 1 I (SIE sCHmNE oN A 1 t) H 1 0.0.FOR UP TO 6'-0'SPAN AND II I Q I I I 4'O.C.FOR SPANS WiGER THIN I.I IA I 1 I I rfi 1 6'-0'UP TO B'-0'FN)C APRT �bU(. 1 (V(SEE NSE it al s°tIEET i t 1/2• D* I I I j10x3/4-HIX E. FtDR DaeTATlas 3/8' MAX. —. OR 1 5 i i 8 I I HER HEAD CONT.SEJUNi--�I` MAX Nw. I I tFJ(SCREWS li I I t '.... .•_� 1 e' 0 72 C.C. $ I I r •'A 74x3/4' HEX HEM i i •3 �- 7 S� I I 1 I �: ••^ t•.�,r` 1/4'0-20.3/4'SS NS TIX SCREWS®9'O.C. 4 - --- 14x3/4'S.D.S. _ i I I j 1 4' 'T�1 USI G t 4.0-20 NUTS CONCRETE ANCHORS _ _ 6 7 J/ ''" ,., a t2'o�c OR 1/4"0-20 S.S. M.S. I (SEE SCHEDULE ON n 1 ®9'O. C. 1 -- - Max. 4 .� W/NUT®9'D.C. I ) -LISTING NON STRUCTURAL 1 SHEET 14 WALL TRIM oRATTVE ____ ______+ 17 OR O 1/2' O SILL) EDGE OF III I SLAB IF 114x3/4'F.H.S.D.S. �• .MIN: r+—REQUIRED CONCRETE 11I 1 7/8' 1 7/8 I APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) O'9'O.C. - REWIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP D• OR CONCRETE BLOCK REQUIRED REQUIRED ®KEYSTONE MOUNTING INSTALLATION oPnoNAL POURED O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION Al xwum A.s.D.DESIGN P*ED'RE:+s4-7z PA CONCRETE MNOlAUN SHUTTER SPAN 8'-O' REQUIRED �J HV RAINGUARD INSTALLATION t NOTE- MIS INSTALLATION SHALL 13E N01F FOR COMBINATION OF SECTIONS: • 1 REMOVABLE WHEN PERFORMED E. D.-EDGE DISTANCE gD,IACENT TO AN 01—LE EXIT SEE LIMRATIONS OF USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE(SON SHEET 19 INSTALLATION DETAILS W f O HV BLADE ASSEMBLY _ N ANY W"AY TO SUIT ANY INSTALLATION1NED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``````���A:•!'C�IT A'''' ©2015 EASTERN METAL SUPPLY, INC. . ' BERTHA HVTM E "p® Accordion Shutter System l �b ® t A,S 1 S,A■/7T717L7 KY. MADE1 W/OR W/0 ITV.N1NDa"!BLADE *: /-'�/k����•'•* American Shutter Systems REV.R. DESCRIPnON DATE DRAWN BY: ILL o'• 7 TIATE TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 055 N.W.36th.St.Ste.305.MRGINLA GARDENS.FLORIDA 3316 4268 Westroods Drive 2 Phone (305)871-1530.Fox:(305)871-1531 DRAWING No c'•, R m�:Dlee4o®oPl.wm West Palm Beach, FL 33407 s WALTER A TILLIT'J,P.E. ! 15-085 P.E. SF�L�SIGNA�l1RE/DATE FLORIDA u`'9 44'67 5 SHEEP 6 E OF 20 SEE END WALL CON ECTIONI 8 SEE NOTES ON LOCKING RODS(D.HV LOCKS(D or� OUT 90' IN EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE NV LOCK®ON SHEEP BIADE SLACK Dt7AJL INF IS VALID FOR AU. BLADE WZ HV CENTERMATES CENTERMATES APPUCATioN WITH BLADEQ OR CFF END WALL CONNECTION FEXISTING GLASS DETAILS ON SHE 10 & 18 i ©` 7Q` 17�©+ 7Q+18x ---L----------- --- --� --— — ————— —— —— ------- KM I ®+®°R O9+O3 oa 19*O5 31/4• 7' 6 1/2• 7" (6D63-T6 ALLOY)ALUOPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON I I/2' -@-@ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& #10x3/4'S.M.S. E ® 12' GLASS (4)810x1/2"S.M.S.TO TUBE I O.C.FULL LENGHT. W� HV LOCK 4 of 5 W/ HV LOCK �4 or To C14ED AT EACH ANGLE.ANGLE.CM)) (ONSHEET 11 5 3 * "�I N tJvr/7 5 0 9U" r 49 --- �T ® ° ©aa®aN©,O�®°fl 10 ,O3m O O HVB ©on®oN©O7m®dilO+®01 HVC POURED CONCRETE OR HVA IXIST NG GLASS CONCRETE BLOCK WALL ©` 70• 1©«©+ 7O+�I 10+15�©,Q�©,0°" r aEou ED — 5t®°�'®°®'�°"� SYMMETRICAL -- *--- IN — s 0Rs + 7 8« M[N.STEPARAT1oN---- 8 +®aR 19 Q3 Q 19+O5 !I x'STIN CENTERMATES To GLASS rJ —J GLASS 1 W/ HV LOCK L(�6* oP11ONAL (sEE scHEDULE i}— ON SHEET 11) I ©+® ® � * 3 (INTERIOR) MIN.SEPARATION ©+® —_ (SEE SCHEDULE I N — — OPTIONAL ON SHEET 11) (INTERIOR) _—_—___—_—_ _—_—_—_ —_—_—_—__— — — — OUT _ 1 CONCRETE L 1ANCHORS —V -- ----- --- - * 1 16•D.C. 1 5 m * Z VARIES 3 * J 90' * m © C7om ® O U T 6 1/2•MAX.SLACK oUT * 5 (E)(TERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �5A1111111N1111!!/A!A!' ©2015 EASTERN METAL SUPPLY, INC. A;TIL (/T�; BER7HA HVTM Q GEN /+ Accordion Shutter System ■ ■ ■ ■ KV.MME#1 W/OR W/O H.V. WINDOW BLADE TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L. 8355 N.W.361n.54 Ste.365.Y3iGIWA GARDENS.iLORRY.7316 Association, Inc. t OLD 11-182 4/13/15 DATE: 4/13/15 o'• STATE OF �_= 4255 Westroads Drive z �-,. •gip`� Phone (305)871-1530.Fax:(305)871-1531 DRAWING No F�0RipP,=�a;� o-main: L..19— West Palm Beach, FL 33407 3 15-085 �xxAiFSS...A .�G�� WALTER Ran u 9 44167E 5 SHEET P.E. S2Al!/ iyiAil'* E/OATE 6 8 OF 20 a . ALTERNATE INSTALLATION -A/HV "T" LOCK PO. HV MALE/FEMALE "T" LOCKS CENTERMATES 9 & LOCKERS 0 WI—1—HV BLADE SEE END CONN TmnN QMIIt ON eHMS tQ & tg EI�� INSTALLATION 1 HV BLADE oUT '�� SIDEo5IACx WML HW.IN=TED Da S= 4Y/ HD CENTERMATES @- © AS WELL AS UNNERSAL FLOATING BLADE DETNL HDO-WO, • 7 Ow 8 e 10• 3 m INDICA70 ON THIS 5NEET.MAY RE USED WRN THMS N. I t0• m I(�•Q�1©.®I NSTNLADON DETAIL INC SHOWN IN Wars SHEEr. SEE END WALL CDNHE 6N DETAILS ON SHEETS 10 18 i a'o•�«®-o'�ce INK, R5 /4. uuu ' . INUItlPR5 to acRor I '/°. �+�`� 35 * 35 (TOP/90tIU,1)R L---- ----------_.----------- tormoNrt) 4 taPtlowu-) (-)It i/2'sus.m TwE , /wW/4-suse 12' ------------"- --- ---- --- '-'- ATFAtAI MISE(FTP) I 0.0 FULL Lvt - --'--'--'- IN--"---- --�- r� 30*HY IN paNSFLK IN (4)N.V. 3 3 LOCK (INSIDE) 1 ') s ,�,, RNs(rm.) sm aaT » —-—-—-—-—-—-— - ---�---- --- - ---- - 5 1 z8 29 1 1 1 5 3 OUT 31 OR32 33 31 Da 32 31 oa�32 31 oR 3�2 35 2 1/4" 0-2D x 1 1/2" S.S.M.S. 4 35* L HDC HVC (DP1mxu) SEE NOTE 6 FDR FN LOCK W/ 7/8"0 x 3/32" WINGNUT. (DmwL)HDB-HVB OUT r LDae oR sNEEr 5 * 3�0 HV "T" LOCK (OUTSIDE) /�. 26 SYMMETRICAL CENTERMATES SYMMETRICAL HD CENTERMATES SERIES44 94 ALUMINUM — HUG* W1(U* LOCK (EXTERIOR) .Wl 4d1* LOCK (INTERIOR,) (wzSHEET 73 AlloNUISER.. tr•RCE FWEGE TNN ��� ®• 10•�Q AS JA LIFACTLIR PMi A 0920. t0•�q�'ll�l©r'�� n NAR.PAR RED BT AEW a]ISEY 97054 O EARSIPPQSf,NEW JERSEY ©•(,,{{7��}.(j©�jm(�,Op�_�•/�]-�•,({(''j"�a 3 O *$FE HIES oN LCCNHID RODS w®toom 0 SHEF 5 V—IM ALL CEM6aWFs AP=AOgHS MIN MADEO HDD—HYD** FLOATING STACK "u FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Cs)2475 EASTERN MEfld.SUPPLY,INC. BERTHA HV7M 0 Accordion Shutter System _ 1 L E C Q c. • .I ■ ■ KV. MADE#1 w/OR W/O Hv.W1NMW MADE American Shutter Systems EV. DESCRIPTION DATE DRAWN DT: N.L TATE OF TiLUT TESTING & ENGINEERING COMPANY 6`33 N.W.3wh.SL,Stn 3ps,vmcwlA GARDENS,FLORIDA 331s AssOciatton, Inc. 1 OCO 11 4J17/15 DANE: aj13j15 j�P- o-a` Phone:{SDS)877-1530.Fox:(30.5)971-1531 4268 Westroods Drive 2 DRAWING No �Q ' �1G\��`�` r 'EB-006 rareOm West Palm Beach, FL 33407 s r//rrjT ZONA). AMS WAITER A TttLti dr.P.E. 4 15-085 ') 11 i 1 NAti FLORaA Ue. 1 44167 5 SHEET P.E. SEIa�L�SI(,NATURE/DATE s 9 OF 20 e POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRE REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS EXISNNC GLASS �— — —� 2"MIN CONCRETE OR EXISTING CLASS J r —-S MIN.SEPARATION 2"MIN. TO GLASS(SEE WN. ' n� I MIN.SEPARATION SEE SCHEDULE ON SHEEP MIN.S�PRATIIXJ i i _ E° EQ M GLASS(SEEF11 FOR BLADE(E)AND SCHEDULE ONTO GLASS(SHEET I SEE I TO SCHEDULE ONSHEET i Sa-hDULE ON SHEET 1/16"z3"MAX. ON SHEET 19 FOR 11 FOR BODE SAND 11 FOR BIPDE DPMI (6063-T6)CONr. BLADES &Q / \ ON BLADES T 19&FOR ,/2• 11 F'OR RADE FOR RAND (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER _ 0 g EITHE SIDE I (D&(D PLATE. (LOCATE +/2 \ S) AT EITHER SIDE MIN 1 2"MIN. OF(D) I $USE 1.OR 2"MAX. —_—_ #IO%1/2"S.M.S. I __—_—_ (AS APPUCABLE)x2"xi/0"x0•-2" (jtOxt/2•S.M _ a 16"D.C. ALUMINUM CLIP ANGLE ® 16" C. ----- 4 (6063-T6 ALLOY)AT MIDHEIGHT \ / (1) ®10x1/2"S.M.S.TO(D& 4 (2)1/4"0 TAPCONS ANCHORS TO rj SEE DETAIL X FO I OR ®. EITHERASIDE OFQ4)��AT I OR I& SIDE CONNECTION I 0R ® SEE DETAIL X FOR I OR & TO TRACKS SIDE CONNECTION w®w©•7Ow 8Qw 0•�3 w SEE DETAIL E FO 4 w®"©•O2L"',6O 10,®w SIDE CONNECTION g ® ©• ©•©�' ©®®w 6• 10•®w TO TRACKS ,�j w w 6• 7 w 8 w °•®w 10• �?©__ ©®w TO TRACKS 10.Om©wO O•®w .®w©•6:0,®w ,p.®w©,®w©•®w ©•O. 6 .7•®w 6 ©•7 w©•O7 •®w ©.Oj .1©w©•O.®w ®.®w©.�w . ©.®wt©•®w®.®w O w©® END CO NECTION DET I 03 END CONNECTION DETAIL ND CONNECTION DET IL Q END CONNECTION DETAIL 0 i.REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR (EXISTING GLASS CONCRETE BLOCK WALL 4 4 f REQUIRED MN-SERARA 1ON �1 1/2"S.M. TO GLASS(SEE ® 16• .C. MIN.SEPARATION ll------ ON_ 6 OR®OROOR II FSCHOR Q CONC ETE 1/2"MIN. �TO GLASS� 011 SHFfT 19 FOR ANCHOR® - 11 FOR 9.ADE ED �AM) 4 _-__'_ _-_--- OR 3 OR i OR i CONCRETE S&� 12.O.C. I SHEET 19 FOR S BLADES O&(0) __—_ - OR@ ANCHOR Q ® I6" 1 2•MIN. 4 `- II _1 2"-MIN. ----- EO - --__ G OR®OR�OR 2"MIN. 2"MIN. +SEE LIMITATIONS OF USE FOR V EW Y BLADE(9 ON SHEET 19 ©OR 13 OR(qoR(j3OR(g 5 IDR ®• PLAN DETAIL X ��, 1 OR Q' ©w®w©.moi w® tD•®w POURED CONCRETE OR ®w©•Ow®w+D•®w END INSTALLATION COUQUAE-B �G" `� 10'•®°"©'�6•©w ©•O•®w©•O•®w n HV BLADE OR h HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETA 5� BO ®wO ®w®O^®'® END CONNECTION DETAIL© w®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.TI(t�l.,,�� ©2015 EASTERN METAL SUPPLY,INC. SSP' GENS •'�4' BERTHA HVTM Accordion Shutter System L E C ® �N C. Y N . . KV. BLADE#1 W/OR W10 KV.WINDOW BLADE American Shutter Systems Ly.x DESCRIPTION DATE I DRAWN BY. M.L • TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF :¢ 6355 N.W.3—St.,Sia,305,NRGDM GARDENS.R.DRM 331 rP.E. 4268 Westroads Drive 2pnoDe:(3as)an-:silo.Fox:(3D5)fir-16x1 A�ORI�@�'`� o-WWII:tllteco®aol.eomWest Palm Beach, FL 33407 5 r4..N......�`� wairER -OW671A.11LUT 9 P.E 4 'I5_08J "St" l)'; 11PA�URE/DATE FToa1DA Ln.g 4410 6 SHEET OF 70 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER.SPAN*"L+" NOTES: • (ft.). FOR INSTALATIONS®/ ,.LCAL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INST I ATION 1 FGFND CEMF_RMATES. & or QP or w INSTALLATIONS W/ qQMI W SYMMETRICAL CF CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK or ® or or & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or @ or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV '7" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B. C. D• E. M. N. 0, P. 0, A-S.D.DESIGN PRESSURE RATING. ® ® ODS MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.tt SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD MOUNTING CONCRETE&W000 INSTALLATIONS d & M Mn.DOA DES INSTALLATIONS MAXIMUM CONCRETE GIVEN I POSITIVE MSP DESIGN PRESSURE RATING, A.s.e.DFsat ws.e.DrslcN 0.5.0.ebicN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE - DETERMINE MAXIMUM SPAN •L+•FROM SCHEDULE. RAjR1O MOUNTING �1P'10 & —NO FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P (pFLOOR/CEIUNG MOUNTING (P•''1') °R DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (+OR -) (+OR oa-) (+OR-) FLOOR ALL MOUNONO () MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR L+ (ft) L-(It) L+ (R) L-(ft) L+ {R) L-(R) L+ (R) L-(RJ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 O S •- 16'-0" 160' 1 '-0" 16'-0- 30 16'-0' 16'-0" 30 16'-0• 16'-0" INSTALLATIONS INTO WOOD SHALL BE TINGED TO 105 psf.AS.D. DESIGN PRESSURE RATING. INN IMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 3 -/0 4'- rIFIL2�- 1 ' 35 14'-10' l4'-10" 35 15'-2' 16'-10'0 ' 10' S- 40 13'-10' 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-I" 14'-3' 45 13-1' 13'-145 13'-4' 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED ATALL COMBINATIONS IN BETYEEN WALL MOUNTINGS 50 12'-5' 12'-5' 13'-7' 50 12•-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSW/FLOOR/CEIUNG MOUNTINGS: 55 11'-10' IV-10" 12'-11" 55 IV-10' it'-10" 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11•-4' 11'-4' 12'-4' 60 11'-4' 11'-4" 60 10'-2' 10'_11' NOTE#5,SHE T 5. RATING: 65 10'-10• 10'-10" 11'-1165 10•-10' 10'-10• 65 9'-5' 10'-1" DEffRMINELf+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 1W-6' 11•-5' 70 lo'-6' 10•-6' 70 W-9' 9-4" L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1" 10'-4' 11'-1' 75 10'-1' 1o'-1' 75 - W-9• tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+'OR INSTALLATIONS. 80 W-10• 9'-1o" 10'-0' 10'-9' 80 9'-10' W-10' 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9 10'-5" 85 9'-6' 9'-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5" lo'-1' 90 9'-3• 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0• W-9" 9•-2" W-I" 95 91-0' W-9' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0• 9'-7' 100 8'-9" 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9• 9'-4" 105 8'-7" 7'-11' 18'-7- 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 10 8'-4• 7'-7" 115 e•-2' 7'-3' 8•-4' W-11' 115 -2• 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+', L2+ "Lt AND Lz 120 8'-0' 6'-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'-B' 6'-5' 7'-10' e'-1' 130 7'-8' 6•-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 9 7'- 135 7'-7' 6'-2• WIND ZONE tis 7-7' 6-2" 7- MINIMUM SPACING. 9' 140 7•-5" s-n• 7-7" 7'-6" 140 7'-5' S'-11' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5" 7'-3' 145 7'-3" W-9• TO GLASS 150 7•-2' 5-7" 7'-4" 7'-0' 150 7'-2' M ss 7'-2" 6'-9• 155 7-0' s-s 1 TH RU 3 1" 160 W-I1" 5'-2' 7'-1' 6'77 160 C-11' 5'-2" 165 6'-10' 5'-1- 7'-0" 6'-4' 165 6'-10' 5--1- 170 6'-9' V-11' W-11' 6'-2' 170 6'-9' 4'-11' 175 6'-7' 4'-9' 6'-9' 6'-0" 175 6'-7" 4'-9" 180 6'-6• 4•-8' 6'-8• 5'-10• 180 4'-e" 10 H V BLADE 185 6'-5' 4'-6' 6'-7' S•-8" 185 W-5' 4--5- 190 6'-4' 4•-5' 6'-6' 5'-6" 190 6'-4" 4--5- 195 6'-3" 4'-3• 6'-5" 5'-5' 195 6•-3' 200 6'-2• 4'-2" 6'-4' 5'-3' 200 6'-2' zos 6'-1• 4'-1" 6•-3" 5'-1" 205 s'-1• a•-I' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. 11,III11,T,,,', BERTHA HVTM ..• Accordion Shutter System 1 E C ® 1 N C. ■ ■ ■ ■ FIV.GUIDE#1 W/OR W/O H.V. WINDOW GLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRUMON DATE DRAWN BY:MUXY_ G. N� * Association, Inc. 1 OLD 11-192 a/13/I5 DATE a/13/1s - SM N.W.36th.SL.Ste.305.MR@lIA GWDENS.FLORM 3316 4268 Westroads Drive z Phone:(305)871-1530.Fux:(305)971-1531 DRAWING Na i 4 o-mall: West Palm Beach, FL 33407 3 O'..FLORiaP• `�``� EB-0006719 4 15-085 WALT u..@ 44166E 5 SHEET S�i6l!)i'G6GE/DATE 6 11 OF 20 n t .111 .11 Lew.R •: '.�. . �� �11� 11' .: •U :al •: .. :al •i .7: 11•• PIPE 0 mommm�ma immmmmmmmoommm mmmmm OOM Jfm�®mmmmmm ' MENUS 0000©oom000000 Inman m99000 ®mO0000 ®moOooDDOA000® �jmm00000[�i�mm000DO0mm00O00 mmmOOpODo m000O0000"0IES"M 0MM 131 00 00��om®��oo 000mm0000oom000000�o000�mo ®m®mo00m0m®mo000®0 m000000®00®0000�000®®000�000mmo© .- ®0o000iif mmooOO®1On m00000®moOOVO6!®00O®v00oOoO®®0 ' m®m0O vO0®m000vo0®OOOo®®0®momOVO�®mo®00O�000®®OD commwmmvonvommmvonn®mM WHEN emmmnomoo'nnnonnmo I mm common000�C�mmvom©ommmonnvommoomQvoomm0000m0000lo a�maaan©oa.ammoom©ommmvonvom ooaao onn �I.. �1111 13 0o®�oOFmv000000000m0000000mno0000mmm000�o000�0mm �mmmom©oa�mmmvomvommm000nomm000000�mo®m000000m®moo _ oom000v000moo©oommmoo�ommmovoo��im�®®0000nnmo 00 ` " � '• , Mmmmm®000mmmom000mmmvovoomm000000®mm©00000nm©0000 inasmmO®000mmv000a mmmovovommmvoovomm©00000 o®OmOOOOOnOm®DOl� mmm©m000mmmo®o ommmEan000mm000000®m®00000nnmm®000 „ mmm©®ovo�mmom000mmmvovoommv00000mmmm©000nnonnmmo mmmveoosa mmn©000mmmvovoom�©ovvoom�om00000nom®®oo mmo®©ovo mmo©000mmmon000mm000000mm®0000000mo©000 �mmv00000mmmooaoommm00000moovovoomn©000veonAv©000 mmom0000mmm00000mmm00000mm©00000 mm000000nnonomo mm000000mmmovaoo®mm oua000mmov0000�m000v000nn©novo mmmooeoeammmvooemomm00000mm0000eo�m000000noommeoio mmm0000�ar�mmoovoo mm000vomv000000tanmov000nomm©ooe� mm000000m®0000000mmv0001111121111111111111 o�m000000�m©ov00000�®0000 mm©0000sammm000vommm000vommv00000®mm000000no©0000 0 , � • . 0 � , � �Imm0000vO m®Ov0v0O 00000000 ®oO0vO0�00000v0 0000®000 � • �mm000noom®OVOOOOmm000voomvoovovommovoovonomm0000 mmvvoovom®vv0000mm00000vv0000vv0000000000000111Iono • • 00000000 m®v000O0m®000000 0o0000vO�®OdOO�� ®MIKE m®0000vommv000nommooQoovmv0000n nvoov n©00000 �oov000a00000000000000vov®0000000�ovoonoo�0000moo m0000000000000vomv00000��v000000mvoonoPom000®©©ooeo m0000000m0000000m0000•a0000000000�a00000000m®00000 moov0000m00000vom0000voom0000voo oov0000non®n©oo 00000000000v0000�ioov0000m0000000�000vv0000m00000 �•�, ; � �i - o a•. 1 0 • MEE �I. 1 O���C�'L•� MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GWEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCREIE BLOCK IN_SLAl i ATIONS (SEE MOUNTINGS E,G.It H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CoNcRErptoN4RE7E MDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.V.-3 ks7) UAX7111111 OE WALL SILL MOUNTING ©CEILING MOUNTING HH FLOOR MOUNTING - 1/4'm TAPCON OR TAPCON WTIH ADVANCED THRFALIFORM TECHNOLOGY ANCHORS,AS MMNUFACTURED BY I.T.W.BUILDIX(Min.rc=3 Nsi; SPAN ANCHORS SPA-NG F.QHD - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.(Min.fc=3 ksi (R) ASD. NECAINE PRESSURE WIDNG(pef)A.S.D.DESIGN NEGAIhE PREO RE P.1NRG(wt) S.D.DESIGN IEGATME PRESSURE M1WG(MI - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. f�c=2 ksi) 30' 40 60 fO . 160 205 30 40 60 75 90 120 160 205 10 40 60 75 90 120 160 205 TAPCON OR _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND OISTFRIBIITED BY ALL POIN15 SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. _ 12 10 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY 3'-0 14 12 10 6 6 id 12 10 9 8 8 6 6 14 12 70 9 8 8 6 6 (Min.1'c 3 ksi) ALL POINTS SOIJD-SET OR LESS 14 12 10 6 6 14 12 10 9 8 8 6 6 14 12 10 9 a 8 6 5 NOTES: 14 12 10 6 7 14 12 70 9 8 0 6 6 14 12 10 9 8 6 6 6 BLUE TAP W1 CAP A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ Ig I2 10 55 3.5 to 12 10, 9 8 a 6 s 14 12 10 9 B 8 6 5 TAPPER' ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-D• 14 12 10 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 t0 4 14 12 10 9 8 8 6 45 14 12 10 9 8 6[14-53.5 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE'7/8"INTO THE POURED CONCRETE.NO'EMBEDMENT 14 12 10 6 4.5 14 t2 t0 9 B B 6 5.5 14 12 10 9 8 8 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 14 12 10 9 71 5.5 3.5 - 14 12 10 9 8 0 6 5 14 12 10 9 0 7 ♦SEE UMRANON$to USE FOR 7'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0• 14 12 10 9 8 6 6 6 14 12 10 9 B 8 6 SS 14 12 10 9 e 8 BLADE A ON SHEEP 19 14 12 t0 9 B 7 4 - 14 12 10 9 8 65. 5 &S 14 72 t0 8 6.5 5 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 75 4.5 - f4 12 t0 9 8 B 6 4S 14 12 10 9 B 6 ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON to 72 SIS 7S 65 a.5 - - to 72 t0 9 8 7.5 5S 4 t4 72 70 s 8 s NO7E5 At)&A2)ABOVE FOR INSTALLATIONS ONVINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 8 8 6 - 14 t2 70 9 8 8 6 5 14 12 1D 9 B s5 INSTALLATION INTO EIFS WITHMETAL SPUDS SEE SHEET 20. 14 12 10 9 75 5S J - 14 12 10 B.5 7 5.5 4 3 14 12 8 65 5.5 414 12 10 9 86 - - 14 12 10 9 B 65 5 .75 14 12 10 85 8 5 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 6.5 5S 3 - - 14 12 t0 9 8 6.5 45 .5 m 12 10 . 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 f4 12 l0 9 75 55 4 3 - 1/4'0 x.3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTIRI13UTED 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 f0 8 6S 4 - - 14 12 9 75 6 4.5 3.5 - 14 10.5 7 56 4.5 3.5 - - 14 12 70 9.5 7 4 - - 14 12 t0 9 75 55 4 - 14 t2 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY _ COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 i 1 7 55 4.5 - 14 12 10 9 75 55 4 4 12 9 7 6 45 3 8,-0" 14 12 10 9 8 (5 - - 14 12 10 1 9 8 6 4 - 14 12 10 8 5.5 5 3S - NOTES: 14 12 85 7 55 3 - - 14 12 8 16.5 15.51 4 3 - 25 95 6 1 5 4 3 - - B.1)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 6 - 14 12 9.5 8 65 5 - 14 12 B 6 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 SIS 15 5 13.51- - - 14 12 10 a 65 5 - - 12 8 65 5 4 - 9._0. t4 12 10 9 1 8 1- - - t4 12 10 9 75 4.5 - - 12 8.51 7 55 1 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 11.5 75 6 a - Y4 11 7 55 5 3.5 - - It 8 55 4S 3.5 - 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 12 B 661&51- - 14 12 0.5 7 55 4 - 14 105 7 15.51 6 4.5 - EXIST,AND 1'MINIMUM FOR WADS WITH NO STUCCO. 11.5 85 5S 4 1- - - - 14 12 9 7 6 ±5 - - 14 11 7 5.5 45 34 - - -I'-' 72 10 8 7.5 - - - 14 12 10 B 65 5 - - 14 12 8 8 5 4 - - 0.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - 13 9.5 6.5 5 4 3 - 10 75 5 4 3 AN SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 It 75 55 - - 14 11.5 9, 6 5 4 - 12.5 95 6 5 4 4 NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR IEFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 5 - 14 12 8 65 55 4 - 13 10 6.5 5 4 3 _ _ FOR INSTALLATION INTO EIFS WRH METAL STUDS SEE SHEET 2o. 11'-D" t4 12 l0 - - - - - 14 t2 9 7 6 4.5 - - 14 105 7 55 4.5 35 - -_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 125 95 5 12 9 6 45 4 3 9 7 45 35 3 14 10 7 - - - - - 14 IDS 7 SS 45 - - - I1.5 BS 55 4.5 .75 - - - 9S to 115 7.5 . 5 - - t2 9 s 45 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RElATONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 B 65 5.5 - - - 13 to 65 5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 12-D 115 9.5 4.5 - 11 8 55 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13S 95 6 - - - - - 13 9S 65 5 4 - - - 0 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - - - - 74 105 7 5S 4.5 - - - 11 85 S-15 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT DE LESS THAN MWIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - _ - - - - 14 Its 7.5 6 5 - - - 12 9 6 4.5 4 FACTOR 73'-0 os a - - -- - - - to 75 5 4 3 - - - 75 s5 4 3 - - - - ACTUALEDGTAPCON WITH ADVANCED TAPPER,+ 25 8.5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON All POINT SODD SET BLUE TAP W/CAP 8 6 - - - - - - 13 ss 65 s - - - - 111,517.5 5 a - - - - 1 HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - - - 14 105 7 5S - - - - 185 55 aS - _ _ _ E.D. MIN.SPACING 3' MIN.SPACING-3' MIN.SPACING 3 1/2' MIN.SPACING 3' 3 3/4" 4' 14'-0" 10 7.5 - - - - - 9 7 45 3S - - - - 7 5 3b 3 - - - - HV BLADE W POURED CONCRETE& pMM NLTETE 02NCfE3E BLOCK POURED CONCRETE& POURED CONCRETE&ppLA6D w+aETe CONCRETE 130TJC CONCRETE BLOCK LRL ED.=31/2, AO ED. 1/2• CONCRETE BLOCK CONCRETE BLOCK l41 M-3 t/2'IRU ED•21/Y I1 8 5.5 4.5 - - - - 9 65 45 - - - - - WL M-Y LIN ED..3 1 MN ED..3' 12 8 6 - - - - - 95 7 45 - - - - _ 1 HV WINDOW 14 - - - - - - - 13.5 To 6S - - - - - 0.5 a 5 - - - - - BLADE WORKING 3' 1.0 0.90 1.0 o- 1.0 0.64 1.0 15'-0" 2 1/2' - 0.81 1.0 - - 0.67 ...1.0 9 - - - - - - - 8.5 65 4 - - - - - 6.5 5 J - - - IN UNISON 2• _ 0.71 - - - 0.51 - 10 - - 10.5 8 5 - 8.5 6 4 _ _ _ 11.5 8.5 5.5 _ _ _ _ 9 6.5 a5 _ _ _ _ _ 1 3/4' - 0.91 - - - 0.43 - 185 16 4S 3 _ _ _ - _ 1 1/2' 0.35 - - - - _ 0.35 9.5 8 6- 4 - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. 9'; BERTHA HVTM �ENSF '.h I L E C® SI Accordion Shutter System NC. ■ ■ ■ ■ IHV.NIDE#1 W/OR W/O H.V.WINDOW MADE American Shutter SystemsEV.N DESCRIPTION DATE DRAWN BY: M.L. SLATE DF '�= TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 6155 N.W.J6lh.St..Ste.3G3.VWGINIA GARDENS,FLORIDA 3376 Phone:(305)671-1530.Fo4:(305)871-1531 4268 Westroads Drive z DRAWING No Q7(:.., 0 R . �` e-moil:Bltece0o01- West Palm Beach, FL 33407 3 WALTER ALUr1Jr.P.E. a 15-085 A/YY 11V1 FLORIDA Li..a x4167 5 SHEET P.E. S�E'A1! 1�NATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. &S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGs 1,J.K&L ON sNEET 7) POURED CONCRETE POURED.CONCR CONCRETE BLOC( ANCHORS SPACING LEGEND 1AA)GUUN I WALK OYERaU& 11 TRENCH QRAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALN OVER MOUNTING SPAN N WITH OR (N) AM.DESIGNNO'AINE PR65LRE RAIAIC a OF9p1 NECATNE PRES6URE R11B1G(pe( D.DM NEGOM:P9Fa11RE RAIiNC .DESIfiN NlTA17JE P16SSI3tE RAT97G TAPCOWITH ADVANCED 30 40 160 175 190 11201160 205 30 40 60 75 190 1126 160 205 30 40 60 175 190 1120 160 205 30 40 160 175 901120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 0 8 6 6 12 12 12 12 12 15 85 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-O" 74 12 10 9 8 -8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 1 5 5 5 5- 5 BLUE TAP R LM 14 12 10 9 R 8 6 6 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 12iT 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 s TAPPER+ 14 72 10 9 8 8 6 6 12 12 12 12 11.5 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 6 6 12 12 1212 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 9S B 6 45 J.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 t2 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 1 5 5 5 4 3 5'-0" 14 12 l0 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 9.5 7S 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 * SEE ANCHOR k42 10 9 8 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 ] 7 7 5.5 4 5 5- 5 5 5 5 5 4 10 9 8 B 6 6 12 12 1.5 9 7S 5.5' 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6'-0" 10 9 S 8 6 6 12 1x 12 70 e 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEEP 13 10 9 8 8 6612 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 10 9 8 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 :5 - 5 5 5 5 '55 4.5 10 9 8 8 B 8 12 12 10 8 6.$ 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 S 47'-0" 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 10 9 8 8 86 12 10 6S 5 4.5 3 - - 7 7 7 7 6S 5. J - 5 5 5 5 5 510 9 e e s 6 12 12 85 7 5S 4 7 7 7 7 T 5 5 5 5 5 5 5 4 0 VAUD ONLY FOR UP TO +70, -75 10 9 8 B 6 - 12 12 8.s 7 15 4 J 7 7 7 55 4.5 3 5 5 5 5 45 3.5 - PSF A.S.D DESIGN PRESSURE 8,-0" 10 9 8 8 6 12 12 Ds 75 6 45 3S - 7 7 7 7 7 7 7 4 5 5 5 s 5 5 5 s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 as a 3 - - 7 7 7 7 5.5 4 - - 5 s 5. s s 4 3 - SCHEDULE #3, SHEEP 11 14 12 10 9 B 8 6 12 11 7.5 6 5 .75 - 7 7 7 7.5 6 4S - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 15 75 6 5 35 - 7 7 6.5 5 S 5 5 5 5 4 3 9._0. 14 12 10 9 8 8 - - 12 12 9.5,65 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 74 72 10 9 8 8 - 0.5 8 5 4 3S - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 B 8 12 10 6.5 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 12 OS 7 5.5 4S 3.5 - 7 7 5.5 ±-_5_3S - 5 5 5 45 3.5 14 I2 10 9 8 B - - 12 11 85 6 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 B - 9.5 7 45 3.5 3 7 7 7 5.5 4S - 5 5 5 5 4.5 35 - 14 12 10 9 8 8 12 9 6 5 4 7 7 7 6 5 14 12 10 9 8 8 12 95 6 5 4 3 7 7 s 4 3 5 5 5 4 3.5 - 11'-0"14 12 l0 9 8 8 - - 12 10 7 S5 d.5 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 'S 4 14 12 ID 9 B 8 - - 8S 6S 4 3S 3 _ _ _ 7 7 fi 5 4 - - - 5 5 5 5 4 J - O HV BLADE O N LY 14 12 10 9 B 8 - - 11 8 5.5 4 - - - - 7 7 7 5S 4S - - - 5 5 5 5 45 - - 7 14 12 1D 9 8 1.5 85 5S 4.5 3.5 - 7 7 45 35 - 5 5 4.5 3S 3 12'-0.14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3S 14 12 10 9 B 8 6 4 3 7 7 5.5 4S J5 - 5 5 5 4.5 4 3 14 12 10 9 8 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 0.5 6 5 4 35 - 7 6S 45 3.5 - 5 5 45 35 3 13'-0"14 12 10 9 8 - - - IS B.5 6 4.5 35 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 3S 5 12 10 9 8 7 SS 3S 3 77 5 4 3 5 5 5 4 3 14 12 10 9 8 9 7 4.5 .75 - 7 7 55 L5 - 5 5 5 4.5 4 14 12 10 9 - 10 7.5 5 4 3 7 6 { 3 5 5 4 3 14'-0"14 12 10 9 1- - - - OS 8 15.5 4 3.5 - - - 7 7 7 7 7 4 1- - 5 5 5 5 5 5 4 3 14 12 10 9 - BS 5 J 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - 8.5.5.5 4 7 7 5 { 5 5 5 4 _ _ _ _ _ _ _ _ _ _ _ _ 1412 f0 9 7 4.5 3.5 3 7 5.5 3.5 - 5. 5 3.5 3 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 JS - - 5 5 5 5 5 5 4 3 15'-0"14 12 10 - 6 4S 3 7 7 4.5 3 5 5 45 3.5 14 12 10 8 6 4 7 7 5 5 5 5 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 - - 8.5 6S 4 35 - 7 5.5 3.5 - 5 5 35 16'-0"14 12 10 - - - - - 95 7 4'S 3.5 3 - - - 7 7-4-747- 7 7 6 3 - - 5 5 5 5 5 45 3S - 74 12 1D - - - - - 6 4.5 J - - - - - 7 6.5 4 - - - - - 5 5 4 3S - - - - 14 12 10 - - - - - 75 5.5 '75 - - - - - 7 7 4.5 - - - - - s 5 4s - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'N% ...TER A. Tj�''///,,� ©2015 EASTERN METAL SUPPLY. INC. �P� •.... . ., (/� ,,,, BERTHA H1VTM Accordion Shutter System A,S,vSmA H.V_RADE#1 W/OR W/O H.V.WINDOW MME 167 American Shutter Systems Ev.N DESCRIPRON DATE DRAWN BY: ML TILLIT TESTING & ENGINEERING COMPANY �'•_ STATE OF 6355 N.W.36th.SE.Ste.305,MRONIA GNTDENS.1L 10A=61Association, Inc. 1 oto 11-1 e2 4/13/15 DATE 4/13/1s Phone 4268 Westroods Drive z (305)871-1530.Far:(305)871-1571 -DRAWING No ORIQP • c4 D-mall:61100671vl.wD West Palm Beach, FL 33407 3 wwT�A ni6n719.P.E. 15-085 r 4 \\\ FLORIDA Uc.IT 44167 5 SHEET P.E. SEAL�'3tONA1PC10 DATE 6 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (p.s f) AND CORRESPONDING h'AXIh'Uh' ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). � LJ B !EE3 T F=;;�AT E SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W/MIN.G=0.55, FIR NORM FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN GG 0.50`V/ W/ MIN. G=0.43 W MIN. G=0.36 WV(MGN SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'O S&V S &V s&V km R9.1 WAX FFMA M(w M Mw WANT FHMMW ROOD(( D.D15DI ALTAAT HMMMK R6AD(AC) DAN WAX ITESK WK M W TESAA WA?E FRSSK WMTAIG M D501 NMWK P09AF WN M A RSGI NSAx PMM=a WADE M TICA1 NBAIE RESM MING M L311 LFSL1 NWTA"WK RO71G M 1511 Ill 1FOGAE PMM WC 14 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 05130 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 A 60 75 90 O5 30 40 60 75 90 OS -0'OR U: 12 70 10 9 8 6 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 70 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 17. 12 12 12 12 12 12 12 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 S'-0' i2 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12. 10 IO 9 B 7 6 6 6 6 fi 5 6 5 j42 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0' 12 10 /0 9 B 6.5 6 6 6 6 5.5 45 12 10 10 9 B 5 fi 6 6 .5 5 M1.5 12 10 10 9 6 J.5 6 6 6 6 5 4.5 6 5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 M1 3.5 12 10 10 7 3.5 - 6 6 6 5 4 J.5 6 5 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 758'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 3 6 5 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 659'-O' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 6 6 4.5 4 3 3 6 5 12 12 12 12 12 10. 12 12 12 11. 9.5 8.5 12 12 10 8 6.5 5.5 10'-0' 12 10 7.5.4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 a .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 1'-0' 12 10 5.5 - - 6 6 4.5- - - 12104.5- 5.5 3.5- - - 12 10 - fi 5.5 4 - - - 6 5 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 125.5 4.5 1Y-0' 12 10 4.5 - - 6 6 4 - - - 12 70 3.5- - 6 5 3S- - 72 10 - - 6 5 3.5- 6 5 12 12 12 1.59.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 d 13'-0' 12 10 - - - 6 6 - - 12 70 - - 6 4.5 - - - - 12 7.5 - - - 6 4.5 - - - 6 4.5 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 55 12 0.5 7 SS 4.514'-0' 12 10 - - 6 5.5 - - 12 7 - .5 4.5 - - 12 7 - .5 4.5 - 6 3 12 12 12 9.5 8 6 12 12 95 7.5 6 45 12 9.5 6.5 5 4 15'-0' 12 - - - 6 - - - 12 - - - - - 5 - 12 - - - 5 - 6 - 12 12 11 9 7.5 5 12 12 8.5 7 5 4 12 965 416'-0" 12 - 6 - 12 - - 5 - 1.5- 5 6 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.58. 5.5 4.5 3.5 I HV BLADE OR (!) HV BLADE W/ 1(�A HV WINDOW BLADE WORKING IN UNISON® •SEE AlIONs OF USE FORBIFDON SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID W000 SOFFIT3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SHALL BE AS FOLLOWS: -SOUTHERN PINE No.2 W/G-055(N.DS) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.13UILDEX W/MINIMUM 13ASOMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 15&17. -SPRUCE PINE FIR NORTH W/0-0.43(".S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM T_ Accordion Shutter System `y ® .N c. ■ ■ ■ ■ H.V.R-DE#1 W/OR W/0 H.V.WII W V BLPDE Q-: ,•z�/ •, //� American Shutter Systems EV.NG OESCRI1moR DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY 1&QA167 6155 N.W.36N.SI,Ste,30.5.VMWA GOOMS,RARICA 3316 Association, Inc. , CLD it-192 4/13/15 DACE: a/1J/15 7 N •• Phone (305)871-1530.Faa:(305)877-1531 4268 Westroads Drive 2DRAWING No * _ e-mail!tiltece0-1-m West Palm Beach, FL 33407 3 15-085 *- T cc` EB-0006719 4 STATE WALTER A.TILUT Jr.P E A'• ,.`�,��, �/ FLORIDA Ue.6 44167 S SHEET �; P EAL¢ Jt�Rg 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I�lA HV:+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 7-9 1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2"Min.PENEIRATfON - TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1 OF THREADED AREA TO > W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING 9 MIN.SEPARATION I! I I 1 OR 1 EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) ° TO GLASS(SEE I I (SEE SCHEDULE ON SHEEr 15) 1/4'0-20x3/4-S.S.MACHINE SCHEDULE ON SLEET /�y,_ SCREWS W/ 1/4"-20 NUTS 17 FOR R/•DE® 1��I7/ Q ON SHEET 19 FOi \ 1 OR 1 v 1R M8 ® 12'O.C. �— E11ADEs 0& x EXISTING ° E4 E GLASS-4qjJ III I WALL 42 .\\ 1 OR 1 S�-I�-0I'rI0NA1 �' I I FINISH I I W 1 OR EXISTING MIN. I I Li _ I ° 2"x4'WOOD 1 Oft p EXISTING MIN. \ HEADER REQUIRED I ® I 2"x4'WOOD - HEADER REQUIRED 1j"0 TAPCON OR TAPCON WITH ADVANCED EXISTING [ SEPARATION _ _ THREADFORM TECHNOLOGY W/t 1/2" GLASS--I TO IX/55 SEE Ill I 1p7 l l I 1 Mi.EXISPENETRATION OF THREADED AREA TO (— ( EXISTING 0— MIN.SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 15) "RAM N mpldl (SEE SCHEDULE ON SHEET 11) 9 ON SHEET 19 FOR I GLASS-1 2'x4'CONI.SILL BLADES &QA] PLATE REO'D. ON HV WALL HEADER INSTALLATION OO HV WA L SILL INSTALLATION ®HV WALL HEADER INSTALLATION ° J I EXISTING ° O GLASS MIN.SEPARATION TO GLASS I I I I ] (SEE SCHEDULE ONMON TSHEETGLASS I1 1 1 EXISTING �1tSEE SCHEDULE ON SHEET 11)2-x�CONFMIN.SEPARATION TO GLASS I GLAS'S-� ' x IXGLA55WOOD PLATE Q(SEE SCHEDULE ON SHEET 11) IREQ' 1/4'0-2023EWS 1/4'0-20x3/4'S.S. R MAC USINGIN'/4CI 1 _ I .`•,'`^'::�;�:Y.:(.�MACHINE SCREWS W/ I I 1 ® 12'O.C. ,r WALL FINISH l l I / O.C. OR 18 OR 10 1 OR 1 OR 2'x4'OONT=1 .{ WOOD PLATE 1 1'Min. REO'D. 1'Min. 1 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED �Iw OR� 1 THREADFORM TECHNOLOGY W/1 1/2" wti %- 2'x4'CONT. Min PENETRATION OF THREADED AREA TO 1/4.0 TAPCN OR TAPCON WITH ADVANCED SILL PLATE EXISTNC WOOD HEADER. Z. THREADFORM TECHNOLOGY W/1/2" 1/4'0 TAPCON OR NOTE: REO'D. (SEE SCHEDULE ON SHEET 15) Ain. PENETRATION OF THREADED AREA INTO PLYWOOD 7APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL _ (SEE SCHEDULE ON SHEEP 15) EXISTING MIN.2"x4' 1/2 MIN.CD�]• THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WWALL FINISH PLYWOOD REO'0. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REQ'D. STUDS® 16'O.C.MAX. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN.2"x4"STUDS® 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE qO HV WALL SILL INSTALLATION ♦SEE UMgMGGNNS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE VA ON SHEET 149 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm IL E C 0 �N.. A.wS.S.A. Accordion Shutter System fav 13.aoE#1 w/OR w/o H.v. wlrDrnv[BADE 'F`!°"4J6TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV- 'OESCRIKION DATE DRAWN BY: M.L. X C 6355 N.W.3M.St..Ste.305.NRGNIA GARDENS.FTARM 3316 Association, Inc. 1 OLD 11-1sz 4/13/15 DATE' a/1a/1s Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No m a ail:tilte U.M.— West Palm Beach, FL 33407 3 •�9p' FCORIDP ���•` - EE-0006719 4 15-085 �"•. .'�C�"� WALTER A.TILUT J,P.E.F G FLORIDA Lie.8 44167 5 SHEET P.E�'�i } NIS 'DATE 6 16 OF 20 nm J INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (D HV & IIIA HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME(!)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FlNISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON OR 4'z8'(Min.) STING EO ----1-2"MIN. TAPCON WITH ADVANCED I EDGE(IF MPLICABLE) _ 7HRFPDFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2"Min.PENETRATION STRUCTURAL ADEQUACY OF THREADED AREA TO 1/4"0-20x3/4"S.S. OF EXISTING W000 BEAM EXISTING WOOD HEADER. 1' PHILLIPS TRUSS HEAD TO DE CERTIFIED BY EXISTING WOOD 'I MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15)�M1O' I W/1/4'-20 NUTS ARCHITECT PRIOR TO EO E ® 12"O.C. SHUTTER INSTALLATION. 1/2" -f 1/2• D.C.REQUIRED 19 I$ 1/4"0 TAPCON OR 1 an TAPCON WITH ADVANCED EXISONG SOFFIT ,y57• THREADFORM TECHNOLOGY I 3/4'Max.THK. Max. W/ 1 1/2'Min.PENETRATION EO EQ �IM1x3/4" EO EQ 1'z4k1/8'CONI.ALUM.TUBE it f _�� I i EA TO EXISTINGOF �WOODED MHEADER 3 5 16'0 LAG SCREWS 70 OPTIONAL pM65 O.C. I I (6; —T6 ALLOY W I (SEE SCHEDULE ON SHEET 15) - 1 or Q or 1S EACH RAFTER OR TRUSS. I - 1 or 1© or 75 I LOCATE LAG SCREWS AT •�F+ l I MIDMDTH OF EXISTING WOOD i "~EXISTING MIN 2'x4" O I OPEN HOLE Ai EACH WIDTH)W/22 Mi..NOMINAL EXISTING—EI HEADER REQ'D I -I STUD TO ACCEPT .I1. PENETRATION OF THREADED GLASS 0 MIN.SEPARATION TO GLASS �f I' U (SEE SCHEDULE ON SHEET 11) EXISTING I 5/16.0 LAG SCREW TUBE {{{ . MFA.VALID FOR GLASS- 11[F}jLnjl INSTALLATIONS WITH 72psf II I AT CENTER OF TUBE I I � I I MAX.AS.D. DESIGN LOAD AND (S)HV WALL HEADER INSTALLATION I O" 1I a� 1- C I INsrwATIONSIS ONTLY'IVAUD -I 1 _t FOR ELAM ODANDI I��LxE w SHEET I I FOR WOOD W/MIN.SPECIFIC I w SHEET 19 Tw w 10 OR ® 11KR ON_ ®19_ GRAVITY OF 0.50 AS DOUGLAS NorEs: 9AD6mk® I I0AD[!;0)&( 1 OR 1FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR EQUAL 2-MOUNTING SECTIONS CAN BE COMBINED T CEILING INSTALLATION IN ANY WAY TD SUIT ANY INSTALLATION. U. HV CEILING INSTALLATION Mn.SFnN(SEE !I! _—l')OR 1@+ MW. I I 1 19 ON SHET I II SEPARATION MIN.SEPARATION TO GLASS EXISTING 11 not St"(DAND TO GLASS i 1 7 (SEE SCHEDULE ON SHEET 11) GAS\ 'I w sal 19 FOR I(SFE SCHEDULE FJCISTINYY —O \IION SHEET 11) I I I. .R I I i I 8 I I L � STING WA I I 1/4' i LOCATION 3/8'MIN. #IOx3/4'HEX GLAS I l 2'x6"MIN.WOOD FI SH - Max. ©+\:.l ' 3/a uIN. WASHER HEAD TEH I DECK REQUIRED 13 OR 2'x6'MIN.WOOD I SCREWS® 12'o.c ( FINI;H DECK REQUIRED(NO .'•�- FINISH ALLOWED)GE 1 2' I' O�E _ EDGE.OF DECK OF DEa 19 0 IFOAPPLICABLE DECK IF IF APPLICABLE .— APPLICABLE .ice � 1/4.0-20x3/4'S.S. — 1/4'0 TAPCON OR 1, PHILLIPS TRUSS HEAD 2.1.N . TAPCON WITH ADVANCED Min. MACHINE SCREWS 1/4'0 TAPCON OR TAP WITH ADVANCED 2'MIN. Ax CONT. P{READFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'MITI. SILL PLATE W/ 1 1/2'Min.PENETRATION ® 12'O.C. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED WREO-D. _ OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR OX LL HV WALK-OVER INSTAATION QV HV 'WALL SILL INSTALLATION BADE 1�ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone �"o``� A.T/l�� ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM � T9- Accordion Shutter System 1 0 �H�. ■ ■ ■ ■ H V.MADE#1 W/OR W/o KV.WNDON BLADE American Shutter Systems -d: �E�QF�d'•*= TILLIT TESTING & ENGINEERING COMPANY Y Lti- DESCRIPTION OATS DRAWN B!: M.L ••, UUUF- ••Q-` 6335 N.W.36N.SL,Ste.303,NRGPIN GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 Intone:(30.5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -� E`'••., • r`ma9:filteao®oal.con, West Palm Beach, FL 33407 3 EB-0006719 15-085 ' s`S�0NAL ENG``��``` WALTER FLORonAt I T J,P.E. 6 SHEET P,E. SEAL�S'IGYJAYURE/DATE 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•x4' N.WOOD STUDS REA'D. 214 YIN.WCCO MDS RED'D. 2•a9'YIN. _ 2'x4'WN. \ / fia/ioiors�0�6'O.C. `� \ / �' (AS Ana \\ / �PQ,xTRiiwx RiiD xx A. ',Y \ / 1S'n21•lfi DFQETRAnON � \ / E%ISTING CIA:S H TO 112- PLYW000 6 NO " 1 .r/,1 S,-S DOST. D"NG GL SS Da511NG CA55 '1 \ FXIS,Nc GIlSS / \ 1/z'uIN.CDx / \ _i I(!1 ST.PIRtDOT RYWOO IDR SD T CN PMirvrDw. s.TDro CN S,m _ TD IaAss m I _ ! »rom�on(s�vr SalmaE ON STEET M i 11 fCR a (DQ fy:�> 906D1aE 4`I 9fEf 1/2•ulll.CDx ,1Z,:`,�;,J 1 TCR 9 0)Aro "a]• CN 9EET 19 fIR w 11 Fdt H/IJ-c mNU PLYnWD. 1/2_ 11 FOR 9ADE(D" CN51Q{T 19 flA (6083-i6)CONT. RImN 1/2•YNL CD% CN,Nag 19 FDR 6/QS me ALUY.QOSOt PLYM]00. 'fie® WALL 9ARw'S t 1 I HILESmh� 1/2• M. PATE.(=ATE 1/2 fA95H AT OTHER SM YW .IIY Y tR x'ttAz _ OrE)) G�APPUGH�.]11/6•R-Y —- 016 0 G S.YS. �I W i/2'SYS -—- al11uT1UN ClF A!c]D 016 O.C. 2? -T l0© - 4 ow. n ANualac ro S 4 w Ar�tE o�e.Vl -Ar SEE DETAIL x Fro1 OR®� 1 OR 510E Co. SFE DETAIL%FDR 1 OR @* TO TRACI(s �ETµEQ .®- ® m-©O-6 10•®- / 50E ro cnDN ®'�-© 70-60'®®- TO TRACKS ®- ©.0•©-©•0•@_ �@-©•®-©•®- ©•O•©-©•O•®- @•t�-©•i�-O•©- ®.®_®.€s�-©.p- ©•O•©-©•O•®- ®•@-©•t�-O•Lei- O•i�-@•@-@• @ END CONNECTION DETAIL�9 END CONNECTION DETAI END CONNECTION DETAIL L (� © END CONNECTION DETAIL •REOOIRFD OTa]'iDR SP.urs cRFAIER TW.N 12'b- tXI5TIN0 rCV55 214•ON.WOOD 1/4.0 TAPCON ANCHORS 1/4•,TAPTAi ANCHD �IOaI/2•SMS. STIRS RGO'0 N/+//2'Iml. 1 EASOAG GASS� Pp1E6uTKK1 O 11•D.C. •R/1 1/2'MLY 016 0.C. � � 1• C'— PO+ETReTroN a Tr O.C. • SEE LIMMAT10N5 OF USE FOR 42'WN. 115O�wnEmWs ¢ 4 BLADE 1A ON SHEET 19 Soromuul s=gr5 RO 11To,elm® --- -___ M Sf£T 19 fOt 1/2 6 OR®OR�OR ----- ---- ;OR®OR(9OR@ W 1p OF, ' 4 4 !^.i'9. ^-3•'en:+.t.. .y'.x:. }�5:.1iw%�vs'9i •\. - -0.0'�•®- ®OR®OR�OR� VIEW Y 2•a1'til.wOW K4l t� PLAN �•@-©'�l':/"©- SRA)S RFp'D. F045H '@-A©��R,,•-�fY^©•®- DETAIL END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. ,(,IFI IIF(,,, 13ERTHA HVTM \CEN Accordion Shutter System /rOE C® i b c. ■ ■ ■ ■ ttv.BLADE#i W/OR W/o RV. WNCON MADE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems FY.N DFSCFNPTIOx DATE' DRAWN BY. M.L 6]55 m.W.]61A.SL,Ste.3 S,VRCINA GAROIS,RORaA]316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE DF S piwDe:(305)871-1530.F-:(305)871-1531 4268 Westroads Qive 2 DRAWING No D il:ult- CI.— West Palm Beach, FL 33407 3 15-085 ®-0006719 c WFLORIDA Uc.f 44167 5 SHEET RE/DATE 6 18 OF 20 i �MA�� �pA�� �TAY p r`Pv �15 ©a,I M1 + r.FNEReI LMITATIONS AND CONDfiIONS OF USE FDR BERTHA A G ( Y 5 1.MAY A.S.D.DESIGN PRESSURE RA71NC:+110.- 110 pa.f. 2.MAX.SHUTTER SPAN:9G' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6. 7;AS WELL AS MOUNTINGS M.O,T.U&W ON SHEETS 16& 17. E 4.ONLY CENTERMAT6�21\�(BOTH W/f OR Y ARE ALLOWED WITH Z1 pd)ORI757 2�AAEO IN A SYM``�� CAL OR OPPO�SI(NG LAYOUT.IN CASE OF OPPOSING 6 m 0 c/ v I�J(YOUr•p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CeVIFRMA E. TYP.EA.END • ♦ 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A WJMTUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS N /j���}' OF MIN.CLEARANCE FROM TOPSHA L BOTTOM EDGE OF HV WINDOW BLADE 1� ALLOWED AT HV • ♦ �J/ OF ANY 3"0 HOLE FOR SHALL BE 12'. WINDOW BLADE® a , �j (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE� w • a (D)HV WINDOW BLADE io MUST BE USED ALTERNATE TO A SOLID FP/BLADE 1O % THROUGHOUT SHUTTER'S WIDTH. f5 s ♦ ♦ • ♦ T� (E)C 7ES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV •i • • ♦ S_o� BLADE 1 AT F3RiER SIDE OF THEM. SEE ENO (F)POLYrARBONATE HV WINDOW®SI LALL BE INSTALLED SO Tw LABS FACE -THE INTERIOR OF DETAILS OPENING BEJNG PCTED.HV WINDOW 4�)MUST BE ION SHEETS • � � ONLY INSTAALLED ANDELOCKD USING A INSETTING TOOL PROVIDEDBY ASSA. ON 10& 16 TYP. 3 � TNG d FULL HEIGHT. 35y; 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 3 1 1r1p BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGNESLOAD(SEE NOTP 4 $ 4 1 &2 ABOVE). �m -V1 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMNED BY SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). ---t-------—Ll . =]� ---L—-----L B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: W5 (SEE PLAN FOR REQUIREMENTS) TYP TOP&80TTOM W ) ox®on�6 �] �ZONEMINIMUM SEPAAATIN TONUMBED WI ELEVATION MIN.SEPARATION TOCLASS s.zs DUSTING GLASS SEE SCHEDULE ON SHEET it FOR SLAT `-- AND ON THIS SHEET FOR HAD6p& ---5----A---------- -------- ---- zi��\\�--------- --------------- TYP. ( \ 4 UO TYP. W/2 IcRA ®5 ENTERMATES 2t 2® �`— / TansR \ W/O (SEE NOTE 4 ABOVE P 21 4 5 ! TYPICAL 1 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE (12 SHUTTER* --- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``\PSIR EI III= n/T ©2015 EASTERN METAL SUPPLY.INC. 1�A��E A. <<' /, BERTHA HVTM a� Accordion Shutter System Eco ... ■ ■ ■ ■ H.V. MADE#1 W/OR w/0 H.V.WNDON BLADE * ` American Shutter Systems Ey, DESCRIPTION GATE DRAWN 0Y: M.L. y[�/ /�� TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 'SSTATE z 6155 N.W.3m.St.,Ste.305.VIfZGINIA GARDENS.R9T 331 OF 4268 Westroads Drive z �-' r Phone:(305)671-1530.Fax (305)671-1531 DRAWING No O'•. F k, e-rt 1:t7teco6col.com West Palm Beach, FL 33407 3 15-085 RIDCPI `��� WALTER ALLR1Jr.P.E. 4 L " lA/ FLORIDA Ua B 44167 6 SHEET P.E. S6A h FDI�E DATE 6 19 OF 20 i >w 6"x 11/2•x 0.035•THICK. �' " � ' ''•`= INSTALLATIONS Wf� HV BLADE & HV CENTERMATES � —�2.000'M— in.ASTM A-653 GRADE 40 Mm. VWYIES:';l 083" a METAL-STUDS AT 6 c. $ ?"M � 43b INTO METAL STUD WALLS * a� ALO _L o 6"B.C. 40 41 m o°. 3a 114"o NOMINAL 475" 38 'I` GENERAL LIMIT TIONS AND CONDITIONS OF USE ALUMINUM SLEEVE J FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY I a/a•x s 1/4-x a.o3s•THICK urn,i 43c `•1...'430 N 12 0 . CONT • VTRACK CHANNEL.I®6 GD o s DG ^ SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-657 GRADE 40 Nin.G-60 I ,� SEPARATION TO GLASS SCHEDULE N 3.000" GALVANIZED FASTENED TO STUDS Mai. W/(2)16x(/Z"TTX SCREWS ON i EXISTING FINISH 39 �,' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) •L INTERIOR&EXTEMOR FACE I As APPLICABLE ,-Q1 N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I o ASTM E-1996 SEPARATION 43c LENGTH + 1' I MINT SEPARATION �'3 . ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLS lS -1 (SEE SCHEDULE) 3 N _ 43 �4"0-20X3" BOLT 4. ONLY-SENTERMATE 21 W 24 HV LOCK ARE ALLOWED U / 1 THRU 3 1 MUST PENETRATE 3c 1" ') WITH 21 ARRANGED A S METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4-x 6 1/4•x 0.015-THICK MI..i EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1,373" CONT.GALV.STEEL TRACKCHG_6 I AS APPLICABLE ,II I CENTERMATE. .,2n- ASTM t•- oso' ,� A-653 GRADE 40 Nin.G-60 , i i J� in �r GALVANIZED FASTENED TO STUDS n W/(2)16x1/Z"TEK FACE ON ; 43c 43a �� INTERIOR&EXTERIOR FACE L7/4"d-20 THREADS i O 6.O.C. 0 6"O.C. r� *� BLADE SLACK DETAIL HVF IS ALSO VALID FOR I43c 1/4"0 ELCO CONSTRUCTION u w I..,... 1/2• 8 12 CENTERMATE 21 APPLICATION WITH BLADE(j) PRODUCTS FAB-LOK HD YIrIYM!%tel' Q I -------- 436 6•x , 1/2•x 60.035•THIGK 6" O.G. COMPONENTS ASTM GALV. GRADE 40 :::;Z•:;Md14. MET c-TU SALT STEEL 7• ••:I MS WALL HEADER/SILL INSTALLATION / METAL STUDS AT I6.O.C. in. :� EXISTING FINISH/S APPLICABLE SCALE: 3 8•= 1" (TYP.TOP&BOTTOM)VA . 1 3/4•x 6 1/4•x 0.035•THICK Mtn. EXISTING GLASS - NT.GALV.STEEL TRACK CHANNEL ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS 1�1"" SYMMETRYCAL` I I - .:. I.: N,:yARIES:.:'i i IMERIOR&EXTERIOR FAC43a.43b 43c, : '.MrisWariririo z CENTERMATES W/:.::; 1 1.: :'': .' ;C roGLASS 2 .I1SEESCHEDULE).`; .: ENTERMATES W/. : .•: ;. . ..:_:;,..I ':::''1 (.;:.INTERIOR ACCESS SIDE::::. I :.:EXTERIOR ACCESS SIDE::''I I:'_:.:: :....:....,..., --- -- -- --- ------ --- -------------- -- ----------------- --------- 6'(�.—) LIN 3 (6"Min.) -- IN '\ 4 EI -------------------------- ---------- ----- — ---------- -- ------------- ----- ----- _===-- ----- -------------- -------- 24 ------------------ — ------------- ---------- ---- ------ a --_ 2)42 1 21 - 21 21 t 21 1 LOCATED AT 12 --_--- HV HEADER/SILL ENDS VIEW Y -- - -- -- -- 4 1 z 3 (6"Min-) SIDE CONNECTION TO TRACK 3 1/4•(Typ.) 6 1/2•(Typ.) 7• 7• 6 1/2"MAX. SLACK $* (cont) H—VVI HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA H V TM ,�.�, .�� Accordion Shutter System ytyl Q! - KV.BIADE#1 W/OR W/O H.V.WINDOW RAM American Shutter Systems EV.M OESCRPRON DATE DRAWN BY: M.L. �,' ;• _ TILIIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-792 4/13/15 M7E: 4/73/15 6759 N.W.30th.SL.Ste.MS.YI--GMDENS.FLORl>A 331 AAs Association, Drive 2 Phone:(305)871-1530.Fax:(305)871-1571 DRAWING No a-moil:BR-00-I.Com West Palm Beach, FL 33407 3 FS...... NG�� EB 00067,0 15-085 �� WALTER A TILLIT Jr.P.E. 4 1P.E.AAA9fi7J/ A 4 'OF FLORIDA uC B 40167 6 SHEET0 OF 20 a