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HomeMy WebLinkAboutProduct Approval �;� �:� r' � ', 'i qIN�` � � ���Rk . r�,.`Y�e b�,•.i�.�,n• `a' 1rA�aa ,, BCIS Home ^� Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications ( Contact Us I BCIS Site Map I Links t Search V loida Product Approval USER:Public User E q� Product Aooroval Menu>Application Detail 'z FL# FL1850-R1 i `n9 pg�t► Application Type Revision X'�_UC`e G` Code Version 2017 5t• Application Status Approved ' Comments Archived 0 e?: Product Manufacturer American Shutter Systems Association,Inc. » Address/Phone/Email 4268 Westroads Drive. West Palm Beach,FL 33407 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com r Technical Representative Address/Phone/Email Quality Assurance Representative 3 s fM Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida a<, Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. F - the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Q ty tY 9 Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received 4� :K Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER.SYSTEMS,INC. DRAWING 17- �� 19Z _CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard �. Year ASTM E1886 2005 - ASTM E1996 2005 ASTM E330 2002 - TAS 201,202,203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw...ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 9/16/19,11:26 AM Page 1 of 3 - r Certified By :j. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 t ' Date Validated 10/13/2017 � t Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 c r Summary of Products FL # Model;Number or.Name Description n 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and wx { r (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,• Approved for use outside HVHZ:Yes INC. DRAWING 17-103_BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. xj Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT PDF w s Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded:aluminum Interlockin blades retained b tracks to s �, 9 Y (top t z (Combo)-HVHZ-Drawing#17-102 and bottom)for storm,protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC: a y $ 3 Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV-ACCORDION SHUTTER > Impact Resistant:.Yes SYSTEM.PDF ` Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. a Other: Large Missile Level"D". Max span is 13'-2 for 30 psf Created.by Independ"ant Third Party:Yes positive ASD load w/o window blade 16'-0"for 30 psf Evaluation"Reports negative ASD load for HVi blade w/o window blade for FL18s0 Rii AE AMERICAN SHUTTER SYSTEMS.INC. conditions indicated orrschedule#1',sheet 12.And'12'-3"for DRAWING 17-102 RODUCT EVALUATION REPORT.PDF " ' r 30 psf positive ASD load w/o window blade and 15'-5 for 30 Created.by Independent Third Party:Yes psf:negative ASD.load for HV2 blade w/o window blade. See sheets number 12,25,28'-and 28A of installation drawings for other spans and Pressures. �to'Tl{r4'� t 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top k �p 1 Only(HVHZ)- Drwg# 17-122 and bottom)for storm protection . Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC,INC * t Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports - for 30 psf ASD negative load depending on centermates and FL1850 Bil AE AMERICAN SHUTTER SYSTEMS ASSOC. . ' , , locking rod configuration for the HV1 blade,8'-0"for+64,-72 INC DRAWING 17-122 _PRODUCT EVALUATION REPORT.PDF �,3c+ r psf load for HV blade for Keystone mountings 7-0"for+75, Created by Independent Third Party:Yes -75 psf for metals stud mountings and 8'-0"for 110 psf.for xis T HVi and HVSA working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQw...ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 9/16/19,11:26 AM Page 2 of 3 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 mall 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 Departmbnt 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 hgm-. Product Approval Accepts: Wim ® cCh�tf tom... Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw...ftC0hpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 9/16/19,11:26 AM Page 3 of 3 GENERAL NOTES: t,BERTHA H.Y.ACCORDION,SHUTTER SYSTEM SHOWN ON THIS.PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE INACCORDANCEWITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO.LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE dURJS(X nON WHERE SHUTTER WALL TABLE OF CONTENTS BE INSTALLED.WITH A:DIRE09WM 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, 19It 20.. _ AREA-1• HV BLAD€S(D& A _ IN ORDER TO YERIFY,THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS:DETERMINED-PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS " BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 17 THRU 15, 19&20. GENERAL NOTES SHEEP•1 IN GROER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS j'}QE.USED IN THEIR ANALYSIS,BERTHA SYSTEM COMPONENTS 2-20 SHEET 2 H.V.,ACCORDION SHUTTER SYSTEM'S ADEQUACY'FOR MND AND�ARGE MISSILE IMPACT LOAD RAS'BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626'OF THE ABOVE MENTIONED CODE AS PER A71 SYSTEM-COMPONENTS 21-37 SHEEP 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 .-HV BLADE( (10214.01-03,#0715.01-03,OlOG4.01-05,#1214:01-05,.#0317.02-06.00609.01-10 AND#0210.01-11 AS PER TAS 201.TAS 202.AND TAS 203 PROTOCOLS &01220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE(1)AND HV WINDOW BLADE -HV WINDOW BLADE @#0505.01-08 AS TAS 201,:202&263-PROTOCOLS AND 0725.01-08 AS.PER TAS 202 PROTOCOL (WHERE.APPLICABLE) ripicA2.HV BLADE-Qt 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. INSTALL SON ET ELEVATION&(MOTES 3L LOCKS SHEET 6 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PMS(HV SCREWS),USED AT BLADES-KNUCKLE.AND FOR DIRECT MOUNT,CONNECTION TO TRACKS SHALL BE#.'14X2.75 AND 0 14XI.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0'ksi YIELD STRENGTH AND 180 ksi'TENSILE STRENGTH,PINS SHALL.BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9" 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 31,7 kst AND 35.7'ksi END CONNECTION,_DETAILS 1-6.CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY, MAXIMUM:SPAN TABLES SHEET 11 �C. 5.ALL SCREWS-TO BE STAINLESS STEEL-304 OR 316 AISI SERIES OR CORROSION RESISTANT'COATED CARBON STEEL AS PER DIN 56618 WITH 50 ksi MM.YIELD'STRENGTH AND 90 W MIN.TENSILE ANCHOR SCHEDULE CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411:3:3:4. ANCHOR"SCHEDULE- CONCRETE SHEET 13 6,:DOLTS TO BE ASTM A-307 GALVANIZED STEtI..OR AM 304 OR 316 SERIES'STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A. Fy 7.'SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE.tD: 12.13,14,14A;15 AND•20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE�.t & - ®. WORKING IN UNISON;�12, 13& 15 INSTALLATION DETAILS M-R;WOOD SHEET 16 TI n `t INSTALLATION DETAILS S-X,WOOD SHEET 17 `• i E,THIS BERTHA N.V.ACCORDION,SHUTTER SYSTEM BFARS A U.S.PATENT#6779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-32&X,,WOOD. SHEET 18 .EASTERN METAL SUPPLY,INC. 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.ANCHORAGE.CONTRACTOR TD SEAL/CAULK ALN.SHUTTER COMPONENT EDGES M WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAINTRUSION. AREA 3, HV WINDOW BLADE 0 ONLY LEI{I1 10.TACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WIARNING NOTE:DURING PERIODS:OF'HURRICANE WARNINGS HOME OWNER,TENANT.OR:OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE CR LOCK ALL-HV AND HIT LOCKS. TYPICAL.SHUTTER ELEVATION SHEET 19 11,SHUTTER" MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION"1709.9.3 OF FLORIDA-'BUILDING CODE.ONE LABEL. SHALL.BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE Cl)ONLY 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: INSTALLATION RETAILS, METAL STUD WALLS SHEET 20. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC:AND DOES-HOT PROVIDE INFORMATION FOR A SITE SPECIFIC'PROJECT,ie.WHERE THE,SITE CONDITIONS DEVIATE FROM THE P.ED.. (b)CONTRACTOR TO BE RESPONSIBLE-FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE.SAFETY OF THIS PRODUCT,BASED.ON THIS P,ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITONS'OETAiLEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SHE IS THE CON_1RACTORt RESPONSIBlum (t)THIS P.E.D:WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO O WILL OBTAIN PERMITS IN THE SPATE OF FLORIQ (E)E RESPONSIBLE SITE SP.ECIFIC ORT THE PROPER USE S SHALL BE OF THEE PED.BY OENGINER RIDA DF NECORDERED INACTING AS AEER OR HDELEGATED ENGNEERITECT VkcH WILL CTO THE RE.D.ENGINEER SHALL SOME THE ENGINEER OF RECORD UBMIT TO THIS LATTER THE SITE FOR THE PROJECT AND ISPECIFIC - DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL,SEAL,.AND SIGNATURE OF THE PROFESSIONALENGINEER�OF RECORD THAT PREPARED IT. H _ FLORIDA BUILDING CODE (High VelocityHurricane,Zone :......` ✓''E," ©.2017 EASTERN METAL SUPPLY,.INC. /� BERTHA-HV-w p A■ ■ ■/'1L■ Accordion Shutter System ITL�E G O Y f�:v�1�1 w/OR W/a H.v-WfNoow MnoE GLV r .OT�r• + AmalZCGR Sf1Lifter Systems REV.N. - DESCRIPTION DATE. DRAKN Br. �? TILLIT TESTING &ENGINEERING COMPANY Q F • Msoctatron. Inc. I OLD 15-080 /02/1 - DATEt 08/02/17 .� Sam N.. sr_,51.306.vwcnan eeROFNs„FlARDA 3st 4268 West RaOds Drive ,(Oct-�-- � Phonn:(305)871-1530.Fax:(365)871-1531 - 2 e-mA: DRAWING.NO d 01 s `G . aOltacotDaol.<om. West Polm Beach, F1 53407 P14 �N/At `,,•� EB-00057'19 Phone:(SLTo)432-2204 .Fox: (561)2b9-9380i7-922 WALTERA Holt a...P.E.PE SEAL/$INATURE/OATS FAROAUe:#4b167 SHEET 1 OF 20 r' ha ^J'o fOR MDOW S ADE es 1v� VARIES 1.9�8�. 1:491' s. 4.371' 4.857' 4.999' 4z• �1 'HY SOLID BLARE .375-" Y 5 Hy 90'/180'\�TARF£! • 3 HV UNIVERSAL .FLOATER m QUALIFIED��Q,R DSE w/ COV UNDER US PATENT # 545 9 QUALIFIED FOR USE W/HV BLADE(D �}IY DIRECT MOUNT HV BLADE( # 600S-T5 ALLOY AND TEMPER .QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONSOF USEOF BLADE. ON SHEET 19 D�E`O ., 6063-T6 ALLOY.AND TEMPER 3-226" 1.500" ,J � ALLdY AND TEMPER .Z451«I • ,y9, 670 y 2.670• 3.556' :999 6 q3 ' 72 8424.697• .815' 2.092'0.072 HV ADJ: ADAPTER W/LIP x.436 12 QUALIFIED FOR USE'W/ HV $ V A -0 ER C � SIV ADJ. FLOOR TRACK BLADED QUALIFIED FOR USE W/ l?/HV TRENCH TRACK 55• 3:7so" D TEMPER BLADE(? QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV _-- 6063=T¢ ALLOY AND PER' BLADE Q,ONLY. HV..RAINGUARD. BLADE Oi i 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER = VARA '�. 1.936... BLADE 1 VARIES 1:936' 6063-T6 ALLOY-A TEMPER Mox. o 1917' b b _083" .083' .q43',. .093.•o m oo N .106 ar .060. A60' ,ol. 670 a .093"0 1.( _ .060' nI 14 2}4 045. 670 }.8@6• m. ,.', 0 670 3.520- _.3 520' .529' 870 � D£ 11 HV CEILING HEADER HV HEARISILL 13 HD CEILING HEADERLSILI. Q LIFTED FOR USE W HV BLADE��{�1}ONLY.' ` QUALIFIED FOR USE W/ HV BLADE,(I LY J ITY- 6063-T6 At AND TEMP.EFt QUALIFIED FOR USE W/ HV BLADE 70 14 HD WALLIJSILL SEE SECTIONS FOR .VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND FOR, _ 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER l COMPONENTA B Ti T2 MPLXMKY MNt X Y t Y t' :062' }Uj 2' 5'MAX. 1/8` i/8- 2• 2• D.12S" II 3' 3- 0.090' 1@ 2" 5"MAX. 0.192' 0.192' 16 SIDE ANGLES 19 2.5' 7"MAX:, 0.190" 0.190' QUALIFIED FOR USE W/ HV ALUMINUM- ANGLES O OAu�NOR UP05WTS BLADE Q, QUALIFIED f0R USE W/ HV,.' /HV 6663-T6 ALLOY AND TEMPER ._ BLADE&ONLY. % V 5'M)%X. 0.139' 0.131' BLADE.Q 8063-T6 ALLOY AND T R 6063-T6 ALLOY AND TEMPER ,tisriay� FLORIDA BUILDING CODE (High Velocity Hurricane Zane �ttiht'�1" "••, j,{'/ .M� �©2017 EASTERN METAL SUPPLY,INC. ictus mss; BERTHA HV TM =Tv�co N�. A.S..S■A, Accordion Shutter System M.V.MADE#1 W/OR W/O H.V"WINDOW SAM American Shutter Systefxls REV.No 'DEScrapnom ,DATE I DRAWN sr: M.L. S ATE QF TILUT TESTING & ENGINEERING COMPANY e Association; Inc. i Ow/5-060 . 9/02/17DAie 08/02//7 Cr tie .6355 G.W.36th SL:Ste:305,,MONA G°RDEAS,'FLORIDA 3316 Phone (305)@71-1530.Fm:(305}871-1531 4268 west Roads OrWe a DRAWING No; �t` 4pRIpP w 11 a-math sDtecagmt.com West Palm Beach, FL 33407 S :�tr ,,• �'�'tiTEB-4046719 - Phone: (800)432-2204.Fox.(561)209-8380 4 �� `Z, WALTER A.YIWT Jr.P.E. •'R.E`5�'61G J1REt/OATE FLORIDA Uo:S 44167 5 SHEET ...fr 6 2 OF 20' 29•, '.r f/4-20Y7/ /4-20 LYE CAST 4.576' .745' 2. 3' p-3y' nAT.HEAR RFADED HDU4IND IX4'dEt 1,4._� •2.293' .745"! S.SMS, �. (NNUU PAINTED MREAOED GST . (2 M.) '0 3 , -MOUSING ENAMEL. �Q• $ GG mm 0 m :3i8�''`) 8AM71 PAR2iE0 T11"W1 13 5` m :ory_ .318' BOn'T C(CH ER (OARS C1 PLAW 9. 'AAJ `, o K �. . RAIM)(GH (awoirt FLATELI) 21 FIV CENTERMATE 's a q co, 325 �jV LOCK SS OU. ED FOR USE W/ HV BLADE 1� A ONLY P2FLOATINGCENTERMATE <, 3023' 87' QLiALIFIEO FOR SE W HV QUALIFIED FOR USE HV 3-U 'ALLOY AND TEMP QUALIFIED FOR USE W/ HV BLADE 1)&. 1 ONLY / 6063-T6 ALLOY AND TEMPER CORNER CENTERMATEBLADE U7 & ONLY. BLADE 1G& Ly. - - LIFlED..FOR:.USE W/ HV BLADE U1 ONLY 250'O.D. 51a'.- 1a* 2.814'. 6063=T6,ALLOY.AND TEMPER - _ p- m. ,����I:= ` i-75 .922'. 4.045' 2" ._ SCRED EW n FLU 1.753- . .— m o n ..360'AFTER RNETWG 825` BEFORE'RNERNG ' 1/4-9720 x 3/d" V K 1�ld"sa-20 12IVNtlT* `SERIES 9445 ALWWWA{2024-T3 MW*LARGE RMCETHW d SHEET NUMEW.PART®DH20,AS MANUFACTURED BY'AVDD_ 8227 PLAN, FROM ELEVARON HV MALE "T" LOCK CENTERMATE 'a.5ss cHERRr TExcDRN.PAR6IPPENY Nov Jn"iLcEY 07054 OR Lza1A1. „LOCKER FOR "T LOCK CENTERMATE QUALIFIED.FOR'USE W/ HV BLADE T ONLY r1�9 H FEMALE "T" LOCK .CENTERMATE' HV T" LOCK ALTERNATIVE LOCK 6063-T8 ALLOY AND TEMPER, '"1 QUALIFIED FOR,USE QUALIFIED FOR USE W/ FIV OUALIFIED.FOR USE W/SHV BLADE'1QONLY OUALIFIED FOR USE W/.HV BLADE(1�ONLY �y/HV BLADE.Q ONLY. BLADE 1O ONLY- 6063-T6'ALLOY AND TEMPER 6063-T6'ALLOY AND TEMPE 1. n` 5 1.917 bigi s.16i a ' of 1. m t-t7 I{-d3,h^ THUMBTURN 063` '� .063 CYLINDER OR -062" 4 .:06 � .. KEY CYU14DER 214 � .545" a .n 0.875'Min. N 445 •Nm O O 1 125'Mos. 31 C o LOCKINGD r C 'LOCKINGo mm u Qo QUAUFI rOR:USE-W/ HV DE 1' & 1 QUALIFIED FOR USE W/ HV BLADEQ)&& 1 --063-T6 ALLOY AND TEMPER - D CENTERMATE' } m 6063-T6 ALLOY AND TEMPER QUALIFI USE W HV BLADE(!)& m "' VARIES; t2'MIN: ,i.130' 83-•T6..A ND TEMPER I - ` 1/4.0-2o S.S.OR 3/8'0-16 31%E-. 1HUMSTURN 11` CYUNDER ACETAL tHUM('dCREWS. go _ OR KEY iv .,If i.57 Min. CYLINDER. _ 1.78'Moi, LOCKING-RODLS - m 375'C DIED LOCK m QUALIFIED FOR USE W/ HV BLADE''1 H-V /8"0-16-ACETAL " 0-20 AIS 30 BY REGENT HARDWARE M01iDSE LOC KS SERIES-- HOQK 7 1nC, 6063-T6 ALLOY AND TEMPER. TM.UMBSCREWS E S S.S. U B QUALIFIED FOR USE'W/SHV BLADE(D& 1(� Q&INSTALLATION WILL REQUIRE A`7 B" HOLE QUALIFIED FOR USE W/ HV BLADE Q UALIFim FOR.USE W/ HV$ Q DINLLED AT TRACKS FOR PROPER BEDMENi j7AAAU/iirr44 FLORIDA BUILDING CODE High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY,INC- 'A� BERTHA HVTM ASSA s I L. $C C? INC. ■ ■ Accordion Shutter System 7 'a ,, Kv.MAX#1 W/OR W/0 KV.'wlwav BADE American Shutter Systems REV.Tto DESCMMOH DATE ORARTt Br- ul a'CF TiLtIT TESTING &'ENGINEERING COMPANY Association, Inc. 1 OLD 15-G(o /02/1 DATE: 0e/02/17 6355 NA 36M,St.St 3w.VIR=A CAFW&4 FLORIDA 331 4268 West Roads Drive Phone:(SDS)87i-i53D-Foi:(30.5)871-1531 = DRAWING No +""-'.'L(„ R.ID .' 11� a mal:G7tecoOcol.com West Palm Beach;FL 33407 3 is .. t.\ 1y E8-OD06719 Phone:'(800)432-2204 . Fox; (561)209-8380 4 17-122 70 i{,y �j?ifMt WALTER'A TRifr J'P.E P 'S p;�ggglJdl DATE ILORrDA Dc.0 44167 S SHEET 6 3 OF.20 SHUTTER ASSEMBLY SCHEDULE FOR �y HV 3 f8e KV BLADE.1 41 12'MIN. CE 0625' 4D ® ! I TO BLADE TOP 1A 1875`L T _ c�i _1 �j} HV BLADE lA HV WINDOY!'BLADE .06� as y_X�.0625' } c BLADES: m 875- HV LONG RECESSED NYLON BUSHING a .0625 3 ( Y 0.06 s' 39 HV SHORT RECESSED.NYLON BUSHING �i t { ® HV NYLON HAT WASHER O OR N y I,i T e R710N R7 0� l Y HV WHEEL CARRIAGE AISI 302-303 SERIES I I } 4Y" 40 3 �' M 4;1 ;A2.18750" X 0:870'x3/,18"THICK NYLON WHEEL 3 �: N -r-s < 2'7/8-Mlrt HV vnNnotx CUM 0:188'0 AiSI,302 SERIES S.S. RIVETS 3i 5'0 sBMVEEN BEf WEEN .0625`._;0625• 4@2 HV 1 3/4"ACCORDION PIN W/ #8 HEAD EXTERIOR II;, o, OPENINGS aN s 3 4�' HV 2 3/4" ACCORDION PIN W/ 8 HEAD * 41 �a7'@ 9 �4. r� t-2 1/4' „5 WON Y-Y 7s �y G POLYCARBONATE IMPACT RESISTANT HV WINDOW i VWg 8E1vtEEt1 TYPICAL HV WINDOW BLADE Lt FV AND I ' ; ? 39 POLYCARBONATE HV WINDOW DETAIL _ 3 OOR q or V111 11 tREMEN73R (ICOR ' 7(c POI„YCAIZ80NATE IMPACT R,E51STANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE L C 12'MN.a CE RESINS UV-STABILIZED GRADE OR SABIC * '' s NOVATIVE PLASTIC LEXAN 1 RESIN pIbj REQUIREMENTS AT EXMRIO {' ( (SEE'NOTE "F" ON SHEET T) 70 BLADE 1 H M, � � I Q)OR Q ; (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR � c'Nx 1. � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/. HV Q OR I POLYCARBONATE SOURCES FOR 44 HV A BLADE., TYPICAL SHUTTER ASSEMBLY jBi I ; EXTERIOR NWPLr S6 FXMT N.T.S. -IYPIGI PRDPFRN73 STA!lQV7D woi vrse wwRe HV PtNl 4 ORAT Rt3TFFNCE � l N 4 at.Ta (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT � EXt RRLo1i EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(D 00;324• # BLADE'S KNUCKLE. a8sset -, (SEE NOTE a FOR s"Lo"C GRIM AMU one 00a3 W/" 0943 m/' BLADE WHEN CORRESPONDING TO INSTALLATION "11', .SHEET 7. Dain m C% REQUIREMENTS)' TOrAETIEID SPOIOM ASM 0638 8.400-1 9.500 P+L. (3) HV PIN @ OR @'W/ 1�2" O.D. 1/16" THICK S.S. WASHER 0. 5 i i FLOWAL SFRDWM72 AT iwn Ami ono $,Sd1 PST. 345.OD P.L 1�1 nsxNn+AL.Nooaxs ASM D7sa �3to.OoD w1. a's600 P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> (t i WAM NOTa1Ep ROD AM 0356 is Er-mr 17 rr_mt SHEET WHEEL CARRIAGE DETAIL 51,101M DENS'` Ame DM3 472 s ".5 x w N.T.S. AS EMBLY LAYO� RATE OF'Otn"a' Asne esm o-1 CLASS a-/CLASS7.5. $ELF tpRNON AWU 01929 IOW T sea T ' f ASM G1SS 'TENSILE STF04TH MEN ASQ1 638 8362 Pei. 8810 PbL JHV BLADE SOLID & CA HV WINDOW BLADE DETAILS 70,1SU STRESS 80`0RE 1+EAnMMG AM 6M E461"" I aSS°RwL N.T.S. �Ay�s{are�1 11FA FLORIDA BUILDING CODE (High Velocity, Hurricane Zone }}},t1 P�.••1,�C � ���= _ Q 2017 EASTERN MErAL SUPPLY..INC. BERTHA HVTM 1 L E C O �N�. A. ■ ■A. Accordion Shutter System ItvMADE#1 w/ OR w/0 KV WINDOW RADE Qom` TICCIT TESTING &,ENGINEERING COMPANY American Shutter Systems REV-No DESCRPnaN DATE DRAWN,er: LLL % •.'}(�} 8153 NAY.38th.s[ Ste:M.YDSGWA CARD77NSr FLAlnPA 3316 Asacoiaiiad' Inc. t OLD'15-080 �02l1 OA1E: Dfi/02/17 • fi 4268 West West Roads Drive 2 }} PhonG:(sos)871-15s0,Fax:'(sas)8i1-1531. DRAWING No "• '•G,�. tt� a-NN9➢:tilte<o0ool.<om West Palm Beach;FL 33407 3 S�BNAI � `1;} ED-0606710 Phone: (800)432-2204 . Fo1c (561)209-8380 4 �T—�ZZ WALTER A.TILLN Jr.P.E. P.E-SEQ.�91GNhNRE/DATE 'FLORIDA U.Q 44167 54 OF 20 Q• *NOTES ON HV LOCKS ANDEC NTERMATESt i. 1L•.ONE NV LOCK IS or�a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR O OW 2 OF SHUTTER.SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONSdT ANY s ELEV9DON..HV LOCK 'or 2j MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO r0 OR . ♦ e c 0 t AAte�,,.. ;;�� CENTERMATES W/(2) 1/4'0=20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF DOCK SHALL BE AS INDICATED ON 5 '!t�a' ``LY/"® TYPICAL SHUTTER ELEVATION. 2. LIMITED MANDAMRY CONDITION#2 ALTERI al OW TO F OOR/CEILING MS T"MNS, TWO NV LOCKS OR ".OR ONE HV LOCK. OR VlJ 7W0 LOCKING RODS AT 70P & BOTTOM SHALL BE SE F ANY SPAN AND IN ALLATIO A. ANY ELEVATION. HV LOCK @ OR @ SHALL BE ATTACHED TO OR(4 CENTERMATES Wj SAME"SPECIFICATIONS AS PER i6« MANDATORY CONDITION,#1. LOCATION OF LOCK7LOCKS AS.APPLICABLE SHALL BE AS INDICATED ON TYPICAL a SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. R-xvO , 3. CONDITION,41, IF DESIRED, FOR RET'TER PERFORMANCE OR FOR SECURITY'.PURPOSES. UP TO,TWO HV IFLOCKS ..0OR.IN MAY BE USED ASAN INSIDE,OR OUTSIDE"LOCK:CONNECTION OF,LOCKS TO'CENTERMATES ORCOgrOAS INDICATED S NOTE (1)-ABOVE:4�I !E6lUK�;/ ti;l '�� LACA'TiON.OF LOCKS SHALL RE AS'INTACATED ON TYFtCAt SHUTTER ELEVATION. 4 .:opnoNAL CONDITION 12 ONLY WHEN Mwpmm CONDITION Jl OR, DIDON ter_ VF f2ISUSEDW/�WH.V. LOCKS): LOCKING RODS ARE'NOT REQUIRED AT-HURRICANE POSITION, BUT MAY a —1 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS ffS r OR AN ALTERNATNE DEVICE q�U MAY ALSO BE USED AT STACKING-POSMON (NON HURRICANE POSITION). 5.MAMQe*IWM CONDITK}N 12:.ONE.�Wy LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOC or @ SHALL.BE USED AS AN OUTSIDE OR INSIDE LOCK, °k3 613n, G ATTACHED TO t�'.CORNER CETNN'IERMATE'W/(2) t/4 0-20 x 1 j2`TANG FLAT-HEAD SS:-M.S.TWO LOCKING RODS o � S� AT TOP"&BOTl'OM;SHALL BE USED. LOCATION OF LOCK.SHALL BE AS INDICATED ON TYPICAL.SHUTiER ELEVATION. � N MA)DMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON .SHEET 12:- xV_o H3� _ „>vx �Q�22--��•ONE.ALTERNATE HV LOCK MAY BE USED IN UEU OF-HV'LOCK or FOR ANY SPAN AND 1 j Cv iNSTAYlATIONS AT ANY ELEVATION.AL TE LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF-1/4'0-204/4 S.S.THUMBSCREW TO @ OR 0 CENTERMATES SHALL BE MADE W/1/4'0-26x3/4'-ALUM: "UT AS SHOWN ON SECTION HUE.SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT IIX OF SHUTTER SPAN. . . 7_'�,gATORY GONDTRON+3 FOR_KE.Y57DNE MQUknRG MSMAtIATIONS: ONE 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. SEE.END .. . CONNECTION TO 88',AND FOR INSTALLATIONS AT ANY ELEVATION. KV LOCK Fi�� DET. ON o F E H 1 J R - L x P a 6 v w x OUTSIDE LOCK,-ATTACHED TO @,or AT or/ or 1/ MAY BE USED AS AN INSIDE OR SHEETS,10& ?SY1.tMETRiCAL CENTERMATES Wj{2) 1/4'-20 x 1j2*LONG FIAT HEMI S.S. is TYL;FULL 77 OR M.S� LOCATION TOPOF LOCK BOTTOM SS COME AS II INDICATED N TICAL.SHUTTER ELEVATION_ USE OF LOCKING RODS®.Wj I@ OF CORNER CENTERMATE *N-OTES ON HY -11 LOCKS. AND CENTERMATES: AND 10*QcRt:.'.r+0g IYSTAtiAT10NTAT ANY ELEVATION.AL ATE LOCK-09, IBEUUSED AS AN INSIDE OR OU SIDE LOCK.ATTEU OF W-LOCKS 0 OR FOR ANY ACHMENT � OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS.SHOWN ON SECTION HVG. SHEET%WHICH.MUST BE CONNECTED TO CENTERMATES @ AND W/ 1/eo0-20 x 1 1/27 LONG S.S.THREADED BOLT Wj 7/8*0 x 3/32', WINGNUT OR W/ 1/4'0-20x1'SS.M.S..INTO A 1/4`Ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR•12' *NOM ON 'WD LOCKS & CENTERMATES: lJ t. :ONE ALTERNATE HD LOCK Q MAYBE.USED IN ttE11 OF TYPICAL I HV BLADE 'SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK e4 MAY BE USED �.-i-.S - AS AN INSIDE OR OUTSIDE LOCK:ATTACHMENT OF;HD LOCK TO(`3�IS Wj 3 f8 x 3/8'F.H:.S,&MS..AND INCLUDES REINFORCEMENT INSERT®AS"SHOWN,ON SECTIONS HDB- AND C-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW'GRAMME MIDSPAN.USE OF LOCKING RODS @ LS COMPLETELY ofrnoNAL 7Fp1/�Naiiuii S FLORIDA BUILDING CODE i"h Velocit urricane'. one 1+,711\Q•...,r�rA. 2017 EASTERN METAL SUPPLY,INC: V C,tsF•. BERTHAHVTM A A Accordion Shutter System WTvi .. ■. . ■ Hv mADE1 w/OR w/o Kv.NANDQN eLa>E !) �• �' �— .American Shutter Systems REV.N4 -OESCRIPRON DATE DRAWN 1Tf: M.L t A TILUT TESTING do,ENGINEERING COMPANY �;Q» * Association. Inc. t OLD 75-080 /62/1 MIT.. 08/02/17 C� ,C 0 tt 63.35 N.M 36a.Sf_Ste 305,+na M aAR[OO*.FLOF A 331 DRAWING No ,5 t 4268-West"Roods Drive t Phane:(345)877 153D.Fax:(305)877-153/ 2" • tr { a m t tat ecoQaoLcom West Palm Beach, FL 33407 ey s/(1ArAL,7�(�y1 7tII7 `E8-0006719 Phone: (800)432-2204 . Fox: (56'1)209-8380 4 1���24 +Y � WAI:iER A.MUJT Jr.P.E. _ P.E.SEAtf�s167Nd11(SE"DATE.'. FLORIOA,.Uc.p 44167 s SHEET 6 5 OF 20 P OURED CONCRETE POURED, CNCRETE BLOCK POUR CONCRETE CONCRETE ANCHORS - 1/a'#-20x3/4'S.S. REDUIREa f CONCRETE ANCHORS MACHINE SCREWS REN IREO t SEE SCHEDULE ON, ` •�' (SEE SCHEDULES ON W/ 1/4'-20 y J CONCRETE ANCHORS ,/ � , j r SHEET 13) ",i' / ( / �SHEETS'13'& 14A) NUTS,O 12`O.G. (SEE SCHEDULE ON..SHEET 13) - ,' / � f {F/ rMin. 1/4'0-20x3/4 B.S. rf ,.rf ,./� HLn ".?OR�._l t E E4 LWCHIN£SCREWS' }' J �:EO USING 7 4x20 NUTS 19 ij / ( ,1/2 i" ®.12'O.C: / f i E.0.4 f .250 Max. r ./_ 1,3 OR 5 I f l��1� _ r.3 OR r 5 / i cI _0`}r. / -_ iv El.D.�!` .I,y .250' r J. � I .250'Max.: f; / PJD' I t ..._ '..I Max. OPTIONAL t TAN-SEPAROMON r I a ,'•L. i i `7 MIN.SEPARATION t I TGGLASS� (SEE � t _� � TO�GLASS } SCIiEDT1LE oN(�,?EAENTD ��t''A�e, I � 1SHEET 79 t�R 1 t '.� r..O .MIN.SEPARAM w I; 1 NGG—i SHEET SS) E)G' G E3ADFS 7& TO GLASS GLA55--i 0 �N �"—"(SEE SCHEDULE O �- .. .EXISTING I .SHEET'11) 1. GLASS-7 (�)HY WALL HEADER INSTALLATION HY W ALL HEADER INSTA. 10 HV, WALL HEADER INSTALLATION _ EJOSTING. ' GLASS-(-'— l MIN.SEPARATKIN TO CLASS(SEE I �- EXILgSg (SEE SCHETO DULE ON ''yyryt 15� .LAND 1 MIN,SEPARATION �. _fi�— SHEET 11) ' MADE i TO GLASS ON SHEET t�& �—"'-(SEE SCHEDULE GN A/ i i WIN' SHEET 11) f /ElD / f OPTIONAL I 1 i I 1/4• Ma:. 1/4 Max. ,•' ! .�---� IloPnGNnL r.3/�t OR©5 E.D.+ 'r f"r }+` / ,, ,e ;r /.' r f �' t e+ i + ! .:1 _f •--_- -1'2 OR 1 d '` j--r 1/4•0-20x3/4'S.S. ! / ✓ Min. I/ i �__ ` j____ EO .7EQ. PHIWPS TRUSS HEAD fr/'� f tf4'#-20x3/4'S.S.PWti1PS f�. MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD I+IACHINE SCREWS CONCRETE ANCHORS 1/4'-20 NUTSds.12`O.C.. ) '(SEE S("HEOULES ON W/ -20 NUTS B 12'.O.C. (SEE SCHEDULES ON POURED CONCRETE 'SHEETS-13& 14A), r ff yj� 7.11n. OR CONCRETE BLOCK. POURED ONCR LO SHEETS 13& 14A). i ,t r i• i REQUIRED OR CON BLOCK j CONCRETE?NGHORS WALL REQ ED.. H WALL S S (SEE SCHEDULES ON ;HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13&14A) OR CONCRETE BLOCK WALL REQUIRED O HY WALL SILL INSTALLATION NOTEF F INSTALLATION DETAILS Wl t-.5EE SHEET 4 FOR'TYPICAL,SHUTTER. ED. =EDGE DISTANCE O \j ASSEMBLY • (SEE SP€LYFTCATIaNS ON SHEET f3} SEE LIML7ATIDNS OF USE FOR � H Y BLADE, 2-'MOUNTING SECTIONS CAN BE COMBINED BLADE:'.1A ON SHEET 19 S IN:ANY WAY TO SUIT.ANY 111111 ATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone \L711 �''`'• ��,,,+ CA 2017 EASTERN METAL SUPPLY.INC. �1 'iGMSF:•�� BERTHA HV, 1L E c a fiK�. A■S,,s■,A■ Accordion Shutter System Kv.BlAOE#r w/DR W/D�v WINDOW BLADE • /�rA /�ry1tt •* TIlLI7 TESTING do ENGINEERtN6 COMPANY Afli6t'ICOp. h4ter Inc.ySI'9iftS REVJJ. DESCRIPTION DATE ORAWN BY; ILL. V7' : 6755 N.W.36UL St.,Ste.309.MROMA GiRDa6.FWRM 3316t: A3SOCICII'IOFf. 1 OLD is-0BO /n2/I DALE: o8/oz/17 • \ 4268 West Roads Drive 2 DRAWING No 1 Phone:(345}671 1530.Fax_13415}877-1531 Beach,`FL 33407 {` - 1�(. \\ a mal Nlt mo ol.com West Palm 3. slsf/''.• Gr��L14F EB 0006719 Phone:,(800)432-2204 .Fox: (561)209-8380 '4 17-122 WALTER A T1LUT Jr.P.E P E 3EA �JAUlsIJOATE FLORIDA U..j 44167 5 6 H 0117,20 CONCRETE ANCHORS UK POURED (SEE SCHEDULE ON SHEET 13) I sw 1 OR CONCRETEk, a<��ET - REgUIRED j EDGE OFSLAB �1f tat eADEfilvo I m m -1 D:- �J '/ PPPUCABIF I ON SHOT III LE IXIARAIION STING f3lA�5Qk Ti�t�gtORR ` - �v _ S r roodASS m� 1 DIASs EXISTING ASS a (src s EET 11) ALTERNATE -i{' �.'' r MIOX3/4'HEX CLASS-I P i SHEET„) ANCHOR s HER HEAD +r:' f + { LOCATION • f ! ! rf !'1 ,t 1 r TEK SCREWS e rr 11 GR 1. _- 5 f. 12.D.C. i t i iEXISTING �r i�i 3A MEy , s i 3/ M CONCRETE ANCHORS 'r GLASS) 11 1 r (SEE SCHEDULE ON B 1 f rr f r`r t f—...-� SHEET 13)M;f 1 J"f EO -a t- Ed l f'j ( r, /f'/ EDGE OF ISDNG t r i r I, r.% r / r .f r�.,✓.i,. ✓/./i/r !i( rr/ r r r EDGE OF // f/.//' 1/ ////! LAB IF gLAcc r mOE OF }%t / +' �'i / f,r / r/ / f r > ! / ' SLA9 IF f/: APPLICABLE SLAB ff t 7 /% ,�f EDGE fF 1,,j`/f IML Si:MtwWN / r �9YV�t r / f/ APPLICABLE '/. f J'/ '� �] / APPLICABLE APPLICABLE / +-E 0 Q i r /r r r /i! /` L 1D CLASS(SLE // r`.' / rr .. •t..`!t" /f r / 4 rr/ D ;+'p I IfPoR ERiAoEsfE�t w' POURED 'r%� r'' / rY�// /~d�Y/-.i j POURED ON sorts T6R- 1 OR COHCREfE CONCRETE D POURED-.. f73DE5C�91 REQUIRED A. D.4 REOUiRED FLAT HEAD CONCRETE ANCHORS FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) CONCRETE.REQUIRED .(SEE SCHEDULE ON SHEET'14) © HV CEILING INSTALLATION 01 HV FLOOR INSTALLATION !1 TRENCH INSTALLATION HV WALK—OVER, INSTALLATION VAL1D ONLY.FOR UP TO 470• -75 PSF A.S.D. DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE , SHEET 11 . 4 � _ %" -L NCRETE ANCHORS ¢ (SEE SCHEDULES ON �"`(=zcvama£ax EXISTING r s r SHEETS 14&.14 9�[r rt) MIN.SEPARATION. /` ', TA) _ s G1 TO GLASS r 15TING Ew51IKG �.56,yur EXISTING ui O r �_. '(SEE SCHEDULE ON . ---Vr r' .�G�� 'MIN.SEPARATION �1� �-(y.�°= SHEET 11 TO G1A55 ! r'(SEE SCrIIEIULEO' t t/4`D a Tw/t 1/4• r 'SHi; OR,/4h FOAMIS 1 3" IMAX. / `/ ' n F TAPPBis ArmlaRs W/ f r i i' ji 1 t /4'UIN.FLBLV V W O V 3 I 3 15 ai t xV HEX� / / f oc 0R UP'To s-o•:rnv A•a t W HER HEAD ( ,r ;�f rr 4 0. FOR STALLS 4AROM TKAN +SCREWS C' UP TO IT-W.MAX APPLY t 3 8•/ / D.C. l , i' 'AT C.TR!FASTENER TEM 14x3/4' HEX HERO • < /- )-t-. _ &T2 r' ✓ / ,r*ii�iIi ' E tk17E tY Rv sNELT i1TEK SCREWS 0 9 OC. l ix%4 5.05. !!! 1 3/9' ! rt, Rai/2OR 1/4.0-20 S.S M.S. ; - CONCRETE ANCHORSi _ 6'" D/e(SEE SCHEDULE ON. r'/,2 - C. ' 4 'i ' �. W/NUT 1D.8.O.C. r' r' Mox. 1 SHEET 14) r rJr 1 � :/1/2 /" 18 dr / �'t / r rr / ,r /r�,r'r f/f , ` , '1/rr'///f,•/ .:1] N 18 i' :i.; t. 1/4--20 NUTS 7/8 N S •}, r/ +.414x3/4"F.H.S.D.. �o.a2*O,c. 1 7 8" �+' % / / .CONCRETE ANCHORS I .�i SEE.NO t)3(D) M1 ` 9•..O.C. / O'STIC Nat S`R`c`URAL POURED CONCRETE (SEE SCYfEDULE5 ON ON S' 1-l EE NOTE 13(b) 2.00'MIN. WALL TRW-(DECOMTNE OR'CONCRETE BLOCK SHEETS 13.&14A). , 1 1.• E.D. �' REQUIRED POURED CONCRETE- ON.SHEET 1 EDGE OF ,t OR CONCRETE BLOCK MIN. . POURED OPT7(1NAL POURED} SLAB IF d HV WALL FLOOR tNSTALt.ATIOId ,;:REQUIRED ' REOU�CONCRETE CONCRETE � - + REQUIRED APPLICABLE ' _ _ •• •. (�J HV RAINGUARO INSTALLATION t L " L A — ` ' KEYSTONE MOUNTING INSTALLATION •` -':'�`-., /l 'UWUUM A.S.D.DEEM PRESSURE::+64,-72 pat NH _FOR COMBINATION OF$fCTI0N5: t THIS 0WALiATION SHALL-BE, =° .r' ' A KAXUUM SHL.!M SPAN ��W-0' �'`� 1 A ASSEMBLY E.-0. EDGE� � REMOVABLE WHEN.PERFORMED_ .'BLADLIM 04 SEE USE F4 `': STALLATION DETAIL'S YY/ I BY BLADE 1-SEE SHEET 4 FOR TYPICAL,.SHUTTER- (SEE SPECIFlCATON5 ON SHEET 13) REMOVABLE TO AN OPERABLE-EXff OR ENTRANCE BLADE t OY SNEE7 19 2-MOUNTING SECTIONS CAN BE COMBINED �� �� IN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity, Hurricane Zone) )t r ©201.7 EASTERN METAL SUPPLY,INC. . BERTHA HV>M A A Accordion Shutter System IL ECO �N�. . ■_ H.v. eu+DL#1 W/OR w%o H.V.WwDw l i�. Am@riEr'an' Shuffer Systerhs RLV.t2e DEScamoN DATE DRAWN.BY; ALL:. TILUT TESTING &ENGINEERING COMPANY TATE OF Assocta4Ton. Inc. i OLD 1s-0ao /02/1DATE 0e/02/17 f) ,w, sass N.W:3sbu s,..ste.:os.HRavu aaRDBu.tTDRJM uf6 4288 West Roods Oliva 2- .. - Phone:(305)871-1530.Fo -;(305)871-1531: _ DRAWING No ^ p West Palm Beach,.FL 33407 l •+•.•R ', 41. ermwl:.tiltemOooLcom s 1-7-122 q m (1^ E9-D00871D Phone: (800)432-2204 .Fax:(561)209-8380. 4 .[7- 22 I{�� .t4 WALTER A.TILUT Jr.P.E.. 5 SHEET 'M/DATE FLORIDA UCL B 44167:. 6 . T OF 20 SHELLS SEE 40TES ON LOCKING RADS la.HV COOKS 0 or 2 O T I N EXISTING CLASS INSTALLATIONS. W j 1. HV AND ALTERNATE HV LACK®.ON SHEET 5. 9b' F BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CIN OUATES APPLICATION WITH 6-0�aox1.0 OR � - SEE £ND(WALL EONNECTION 14 Q 17 1�3 1�7 c � EXISTING GLASS DETAILS ON SHE 10 do i o-o;��a•o ---_ 2'A2'at/6 r0:_2 ®i Loll„O'��I.9�N✓°R® 3 1/4' 7' 6 1/2' 7' :(6063-TB ALLOY}ALUM. , lJJ l.:l \:/ N..J ()PPQS3N{i ANGLE W/(z)1/4'0 TAPGON t 1/2' SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES (TOP/RonoM} giozal¢ SALS:11 12' CENTERMATES MIN.SEPARATION (4)#10x7/,2•-S.M.S.TO TURF. ( - O.C.FULL UENGHT. W/ HV 'SOCK AI Or 5 001 HV .LACK CLQ Or ` To CLASS AT FACH.ANCLF-(1YP) (SEESHCHE 11LE.ON 5 ce 3.5 FIN 3 -- --- - -'--- - - --"`-- '-- ----�-- —` - - ----- 1 * so 1; 3 J � � OUT lo•Qs�© �� �«� HVA HVB Q O.O O O' 7 HVC oR aR 6 7,oR S 10 3 aR POURED CONCRETE OR (� F-�EXISTaNG GLASS L;lL;,1 O l'.J- �{ - 70 5 0e t oR oA / ER�OUGREfE BLOCK WALL f———————————————— © �'� _ F SYMMETRICAL * 6 7 aR 6 7 .• �—_N ——— GLASS ��!,"e1�19 1@3at T9. o.@k-IX�S ocK * � �+�}© M� MIN .SEPARATION —, —— —— CENTERMATES I N Q. � �aR�B •@aR To SCHEDULE MM. °P * � NI/ HV—���� (OPTIONOR) EE SCHEDULE ON OPTIONAL SHEET 12) SEPARATION TO GLASS (�G"q��.,j , (SEE SCHEDULE OPTKINAL J - - ON SHEET 11) (INTERIOR) y�r'�r JT% FOUT] - -—- - - _ - ._--.._—..__ —'—--'-'- 0-1 .l ANCHORS PARI 1, 16'D,C. frr VARIES % iv 97 «: . aur OUT -tti fl (ErrERIOR) HVE. HVF** HVD tl+iaui�� FLORIDA BUILDING CDDEHi h Velocit Hurricane Zona ®.2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Ti V E C O A.S.S.A. Accordion Shutter System h Iter ms RV. OADE#1 W/oR W/O RV WIWOW OAOE America. Shu Systems M.N. DESCRIPTION � � DATE DRAWN DY: M.L TILLIT TESTING do ENGINEERING COMPANY Association.Inc. 1 OLD 15-080 /02/1 DATE 08/0267 6333 N.W.36M SL,Ste.363 MkgM GARDENS,nnRDA'3316 3tiA P)tona- (3015)871-1530.fo (305)671-15314268 west Roads Drive 2. DRAWING No /C •'�� 1I7 a m4T tlHac40ao3Com We9t Palm Beach, FL 33407 S 1.7-122 C� �+@� Ii E8 0006718 Phone: (800)432-2204. Fox:(561)209-8380 SS/•••• y`' �,I WALTER A TIL IT Jr.P.E. • P;� '/ i(,VjTE FLORIDA LJc.5 44167 5 SHEET 6 8 OF 20. ALTERNATE INSTALLATION W HV "T" LOCK O V MALE FEMAL "T" LOCKS CE TERMA ES. 8. 9 LOCKERS OL W In HV BLADE ,SEE END CONNECTION DETAILS ON SHEETS 10 &1a INSTALLATION (1) HV 'BLADE ouT IN rl1 ,—Owm DL SWEOS1Acx MAIL fl.,INDI MlED ON SHE7STa. W/ HD CENTERMAJES i t INDCAE1. O UNIVERSAL ELMAY .USED®DETAIL HALTER . $• 7 m$ SO n INDICTED ON'(Htu".SHEET,MAY BE USED MOM'71415:ALTER -INSTAStADON DETAIL"SHOWN 1N THIS SHM. EEyJQ WALL CONNECTIDN Io`•�a�:��`ti�m uEi IA LS ON NS EE�s �o�.�e � o•o•�«®•o•�n (606s-To Roan Am, ots t 35 T 35 .SHERD N/CU s/4•A=. . hZ ANCN0.R5 70 CWIOAE(E- (OP00— 4'.,rL t (aPDO.YAI) ROP/60TfW)_. —-- (4)l1Ar Rn5 d1a.7to sus Lo tz' 3 -��- a Eu1t LENUNf. 30,.HV "T" IN a¢asµ(rvP.y IN pms{iva "io«A V"" m—,40 3 LOCK`{INSIDE) t 4 ,- s r a s I g 5 i 28 29 1 NI 53 OUT 31 olt 2 33 3i oR�J 31 oR 31 aR� 35 * EE rvoiE 8 FOR Hv LDcx 7 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35* (ap11 5 (, * w/ 7/8"0 x 3/32" WINGNUT. COF=13-HDB—HYB OUT MDC-IIYC -r LOM ON SHEET 5. (O � t'.Y✓HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES Wt 31`�l*'LOCK INTERIOR) y HVG* w!�S LOCK tExiEa:aR} { 1 SERIES 9444 ALUNINUN (zona-is,u?m'J—Fw4vr— .%NUISERT.PART.a.0820.. f.nl'f.'eZm A"�`L' Q• � AS MANUFACTURED SY AVOID.CHERRY L.:1 �1 W(10101�PARSIPPENY,NEVJ JERSEY ©•O.©°'l:l•A✓•®m 07054 OR EOWL •�m^.(�vmv®. j m 3 r V. . 0 ffi S . \ vxiO TOO ALL conn am APPlAJ01S6 W111 ellDEQ ttQQ=HVD� FLOATING STACK ,NA/�aiiiir y<. FLORIDA BUILDING CODE (High Velocit Hurricane Zone _.t.+ - �l ©2017 EASTERN.'METAL SUPPLY,,INC. '14, V l+iV •.• �.=� _,,,I_„� BERTHA HVTIA. I O �H�. A.S.S.A. Accordion Shutter System H V. RADE,#1 W/6R W/0 H V.WI MADE -t1. S American Shutter Systems REva4; DESCRIPTION DATE DRAWN DY: uL 9 A a�, '' TICCIT TESTING &.ENGINEERING COMPANY ASgOCIOtIOn, Inc. 7 atD is-oao V02/1 DATE- ,08!02/17 .• 8}55 N W.7681.St Ste 70S VIRURIA UARDENS.FWFXA 3318 ! 4268 West Roads Drive - _M�1 Phan.:(305)871 1530.Fo :.(305)871-1531 2 DRAWING No Ef1tr'•.,,• '� 11 e-xnol aTt eo0ool cam West Palm Beach, FL 33407 3 1s+'V YVWaEEB-OQOA. ui1J P.E Phone :(800)432-2204.Fax: (561)209-8380 47 17-122 P E.SEAL/j�,yE7URpy(IATE FLORIDA uc.0 4.4167 5 S�OF 20 s �/ POURED_CONCRETE POURED CONCRETE PpUREO CONCRETE "POURED CONCRETE OR ! s/ / A` CONCRETE BLOCK WALL '' j OR CONCRETE OR CONCRETE A OR CONCRETE � "REQUIRED i' BLOCK WALL REQUIRED ,/ �/} l BLOCK WALL REQUIRED // �� /r BLOCK WALL:REQUIRED / f/" ! fiJ� fir 1 ,/-EXISTING GLASS r EXISTING GLASS �•'` ' //� / 'CONCRETE ANCHOR EXISTING GLASS Z / /' / I '- 7 / ,r/ % I ffi / EXISTING CLASS @ Q:C.� / J ! f f LAN.SEPARATIOaR JJJ _ - t !,,•' / _ 2"MIN. TO CyhSS(SEE /1:1MIN.SFPARATTIX# SCNFDIRE QY 91FET r' 1814.SEPARATION .tAM1t SEPARp1KRi./, TO CRASS(SEE 11 FOR.BLADE QDAND 4 / TO"WISS(SEE jJ � TO GLASS1EO • SEE SCHEDULE ON 9 E7 t/16'x3"MPJ(. CN SHEEr 19 FOR ,/ , J/ SCt4SAn.E ON SHEET Ott(9iFfT 1tFOR FADE(DANJ BiADESQ , ,. li FOR&ADE(T�M'b ,%• 11 FOR Bu�DE Pw ON SHEET,19 FY%2" (6063-T6)CONT. - (LOCATE AT BLADES(1)& 1 ALUM."CLOSER ON StffET"19 FCX! 1/2- ON SHEET 19 FOR EDHER SIDE} PLATE.(L MIN tf2 i ( ` � '� r--F- �✓ &Q OF 5) AT EITHER SIDE !#IN 1 1 ` t/2'.MIN. OF Q) I $USE 7'OR 2-MAX. I }— B10id/2',S;M.S; ( ___ _.((AS APPUCABLE)x2'zt/6'x0•-2' 18'O.C. ALUMINUM CUP ANGLE -----� 16"O.C. 4 (6Q63-TB AU.OI�AT MIDHEIGHT 4 (1)g1oxT/z'S.M S:T.D (2)1/4.0 TAPCONS ANCHORS TO n WALL-AT 1'O. {LOCATE AT " SEED_ CALL X FOJ ON } OR dry' EITHER,SIDE OF©,) }..'p(j �4 1 OR W SEE DETAIL X FOR OR �♦ TO TRACKS SEE DETAIL X FO 1 SIDE CONNECTION �,.©.,C7�,C�'�}'m__B 1p.�3ry 4 "10•®m TO TRACKS a - 6. 7 8 10.'�3 P' 01 °r�j• "'a' ;sa. SIDE TO NECTION t0•�+»31�-�a-�R 1a•® �•��a•�p a.o"..dna.©.p,.;�w. CKS � �mv � n�.aa. o•o-©-c�!a .gym ©•Q @a®-oga . P $ B. o. ao•o's Q Boa �.�pa a� L�. (a) @- o ��� a�ac �Ro �-� �-�W�-�ac�.�«�®ar�.� o o �•�ac�•��o�c�•� B B. 9. 1 • 9 Q o ���•� c�•�ao �•� END CONNECTION DETAIL) .END CONNECTION DETAIL END CONNECTION DETAIL) ENI? CONNECTION DETAIL POURED CONCRETE OR k REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- .EXISTING GLASS ,.. l,. r/ CONCRETE BLOCK WALL EXISTING--ED GLASS Q: M!L SIPARAnON / ltt 0x1/2 S.M.f"` h4lL SEPARATION - ;fTO QASS.(Stf / !'` 0 16'OIC: TO GUSS(SEE ,..� SC}0 av ,T / £�+ /J 6 as 13 GR}}OR ii FOR EADEQNID CONCRETE 1/2'MIN. 11 FOR KADE(DANLI -- ---'-' ` ------- t-' *-' ON SlffIT 19 FOR ANCHOR e 1 ON SE.ET 19 FOR '_ } OR 13 CR(q OR} OR 1 AANCNCRETE BtnDES.O& 12'O.C.J''/ „/ �& �� � C HOR fir/ I EQ 0 ^_ t 2 MIN. /� _ i 4 / _Y 2'�mIN: OR f fi/'2'MAN f/,rr - :3 //�/�2'MiN./fi , ♦'.SEE UM§MONS OF USE FOR � ��7.� � / SLADE 1�A ON SHEET 19 ti.7 OR}3 OR(9 OR`f. VIE i 5 i t OR PLAN OR(O } OR DETAIL X POURED CONCRETE OR. Qo�A©•�°1�"10+�3a f 10 ���•Qja+.a.(ISa REQUIRED , BLOCK WALL t0 �'a• p p•pap.�.�,. END INSTALLATION" ® � •p,��.. '8 �_® a� (1�HV BLADE OR e;) FIV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ETAIL END CONNECTION D �a,,,�ND, CONNECTION DETAIL.. U ) _ a�,� FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2017 EASTERN"METAL SUPPLY;INC. uc �rss ,.may zBERTHA HVTm I L ECO ,xc. A■s w S w n Accordion Shutter System KV, .#1 W/OR.O ttv WrSLADE, 7 _ American Shutter Systems REV.No OPSCRIPT10R DATE DRAWN BY. M.L. TILUT TESTINGGINERING COMPANY `y O' $ ENEAssociation. "Inc. OLD 1s o60 W-02-1-4- DATE. oe/azttT 'r+�F �S —3 N.W.38M SL.St 365 Y�RGP+1�CIl20at5;'FLOROA 3316 -'-✓ �' Phone z,(105)571-1530.Fa':(MS)71=15$% 4268 West RaatlS Drive 2 DRAWING No �10 111 wramRR�I00067 A.TILUT 9 P.E. Phone:{800)432I2204.Fax: 33407 56)209-8380 17--122 TUR0'/ TE FLORIDA Lie.Q-44157 S SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #4 NOTES, *+• MAXIMUM SHUTTER SPAN* XIMUM SHUTTER.SPAN L+ AXIMUM SHUTTER SPAN L+" GIVEN L+:POSITIVE MAXIMUM .D.ALLODESIGN SPAN FOR 4 SEPARATION TO G(�SS REOUIREME'NTS. *" *" .GIVEN POSITIVE A.S:O.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L-"I (ft.} R "!_ (ft.} INSTALLATIONS R "L-" (ft. INSTALLATIONS RATING. FOR INSTALLATIONS W/ "L+' OR "L-" (ft.} FOR L MAX.ALLOWABLE-SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO & or •or W/ ONE INSTALLATIONS W/ N W/'SVMME"TRICAL CEAITE IN NEGATIVE A.S:O. DESIGN PRESSURE RATING - GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES..2 & &�W/ TWO NV OR & W/ ONE HV LOCKS THE FIRST 30'<O-ELEVATION OF BUILDING' HV LOCK or 2(� Or R or HO LOCK W/ ONE HV LOCK OR OR LOCKS OR 0 OR W/ NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCK! RODS 0 CENTERMATES & OCKING RODS TOP SPAN FOR WALL MCIONTIM OR OR W NO OCKING %SOTTO ODS FLOOR/CEIUNG: W% ONE }iV LOCK.� W%TWO LOCKING RODS j ONE HV LOCK OR (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS TOP &,BOTTOM • SEE NOTES t f$ RODS •(SEE.NOTES t, / E% '(VALID FOR MOUNONG,((t INSTALLED ABOVE 30'-0'-ELEVATION OF BUILDING, ( GIVEN A POSITIVE AS.D.DESIGN'PRESSOR R • SEE.NOTES }. SHEET 7) DETERMINE MEASURED AT BOTTOM OF SHUTTER IS 3'. RATINMAXuUM MAwuuM C ET.& IOD MA IMM .. CONCRETE&c WOOD WWMUM CONCRETE FROMGSCHEDULE. MAXIMUM SPAN'L+' CONCRETE&WOOD INSTALLAHONS() Asa. M. GIVEN A NEGATIVE A.S.G. DESIGN DESA. OESION INSTALLATIONS CScam INSTALLATIONS INSTALLATIONS vRESSURC WALL'MOUNTINGS. PRESSURE PRESSURE FIAOR/COLING-MOUNTING PRESSURE.RATING,DETERMINE MAXIMUM rI RE FLOOR/CEILING RAIM & MTM RATWO OR .MINIMUM SEPARATION jO LASS ,$ HED n WAIL MOUNTING MOUNTING (o.n.fJ FtAORJCEtUNG MOUNTING (P-1•) SPAN'L FROM SCHEDULE.. °' I.oR'.-) R.00R,CEE.ING MOUNBNGS .(�:OR_) ... (�OR-) FLOOR ALL 110uNTW/i ,SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS- (' -) L t (0) L_10 L 4 (4) L-(0). L+ (0) L-(0) L+'(4) L (Il) L+ (0) L-(1) FINAL MAXWUM ALLOWABLE SPAN IS E 14'-9' 30 13'-2` t6'-0" TO THE-MINIMUM DETERMINED SPAN .SHUTTER INSTALLATION W� INSTALLATION iVf 30 73-2' 16'-0" 13'-2`- 16'»OT 30 12-3• 73'-1' 16•_0" 30 B£FVIEEN''L;."AND'1c 35' 12-877 14•-70 X22'-$" 14-10' 35 1U-9' 13'-6" .35 12'-7' 15'-7' 35 92'-8" 14'-10' SPAN SYF+fMETR(CAt OPPOSING 40 12'-3"' 13-10" 12'-3" 13-10' 40 11'-4" 1.2'-9' 40 12'-2' t5'-2" 40 12'-3" 13'-10"• -(3)PROCEDURE TO DETERMINE MAXIMUM CENTERMATES CENTERMATES 45 11'-11' 13'-1' 19'-11' 13'-1' 45 il'-1' 12'-0' 45 11'-9' 14'-3' 45 it'-/1" 13'-i' "SPAN FOR COMBINATIONS IN BETWEEN 105' 3 3/81s 4- 50 W/FLOOR/CEILING MOUNTINGS:, OR.LESS 50 11'T 92'-5' � 11'-7" 12'-5"- 50 10'-9' 11'-5' 50 1:1'-6` 93'-7" 50 a1'-7" 12'-5' >S05"TO MAX 55 it'-4' - 11'-10` 11'-4' ii'-10" 55 - 'IG'-6' - 1Q'-1 i' 55 19'-3' 72"-71" 55 11'-2" ,11'-10" FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED 3 7/81s 4' 60 11'-1" 1T"-4' 11'-0" 11'-4' 60 10`-3' 10'-5" 60 11'-0" .12'-4" 60 10'-2' 10'-11' PRESSURE RATING: DETERMINE: $,USE 2 t/2"FOR HD LOCK ]OR'S t(S� 65 10`-10' /0'--SO' 10'-7" t0'-10' b5 iQ'-0` t0'-D' 65 t0'-9` it'-71` 65. 9'-5` 70'-1' L7+6 MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR Hit CC1Tt ROMR S 70 10'-6• 10'-6• 10'-2" 10'-6 70 9'-8• 9`-8" 70 70'-7' 11'-5" -70 8'-9' 9-4" INSTALLATION$. 7510'-1" 10'-1' 9'-70" 40'-1' 75. 9'-4' 9'-4' 75 10'-4 11'-T' 75 - 8'-9" u+=MAX.SPAN FOR FLOOR/CEILING' MOUNTING INSTALLATIONS. MINIMUM SEPARATION Tb GLACC cEpLIL 80 W-10' 9'-9' 9'-7 W-10" 6o. '9'-0' 9'-0' 80 10'-0' IO'-S' SHUTTER W/ONE LOCK&TWO LOCKING ROM OR 85 9'-6 9'-6" 9'-3" 9'-61 85 4-v B'-9' .85 9'-9' 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 9'-3' 9'-3" 9'-0" 9'^3" 9D :8'-6" 8'-6" ..90 -9'-5" 10'-1" PRESSURE RATING: .. 95 9'-0' e'-9' e'-9" 9'-0' 95 e'-3" e'-3' 95 9'-2' 9'-t0` DETERMINE: SHUTTER 'INSTALLATION W/ INSTALLATION W/ Ara MAX.SPAN FOR WAIL MOUNTING SPAN .SYMMETRICAL OPPOSING 100 8'-9' 8'-4" _ 8'-6" W-V 100 a'-t'' W-1- 100 9'-0' 9'-7` INSTALLATIONS. CENTERMATES - CENTERMATES 108- $'^^7` 7'-11' ''8'-4" 8'-4' 705 7--1i' 7--11,t" 105 8'-9' '9'-4' Lz_=MAX.SPAN FOR FLOOR/CEIUNG 105" MOUNTII40 INSIALLATtONS. 2 3/4"+* 3 3f16" 110 8'-4' T-T 8'-2' T-ti" t10. F7'- .T-T Ito 8'-T 9'-2' (} MAXIMUM SHUTTER OR LESS 115 8'-2" 7'-3" 8'-0' 7'-7' 115 7'-3" 775 -8'-4" 8'-11' SPAN l.+"OR"L- FOR FINAL MAXIMUM ALLOWABLE.SPAN.IS.EQU >105"TO MAX. 3 if4"-4*" 3 1f4" S'-1t" 7`-10` 7'-4" 120 6'"11' '120, 8'-2" $'-9" tP15TALVQ10N5 INTO WOODTO:TIIE MtNiMUM BET}IEEN'U+-,'L2+',. At4APtEDL,-"AND'L2-' ss 125 7'-10" W_S8 7'-B' 7'-0' 12.9 6'-8" 125 8'-0'- W-5' SHALL BE LIMITED TO 105 'USE 2 15/16'FOR'!iV'T`LOCK130 7-8" 6'-5' 7'-6' W-9' 130 W-5' 130 7'-t0' $'-I' Psl. DESSGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL I"`r USE 4 1/B'FOR FIV"T`LOCK 0 W/ 135 T-7" 6'-2' T-4" 6'-6' 135 6'-2` 135 T-9' T-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE• USE'INDICATED VALUES FOR HV CENTS TES.14o T-5' S'-11 Y-3' 6'-3' 140 5'-t9' 140 T-7' 7'-6' A.S.D.DESIGN PRESSURE RATING TO .DETERMINE,MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7=3' S'-9 T-Y '6'-0" 145 6'-$' 5'^9' 145 7'-5' 7'-3" 150 7'-2' W-7' 7=0" 5'-10' - 950 6'-7" 5'-7' 150 7'-4" 7'-0' CONCRETE&NANSORr WOOD .155 T-O" 5 .5" 6'-tO" 5-Er 155 6-6,- 5'-5" 155 7'-2" W-9` HIM. CORNER CENTERMATE#3MAY BE - 160 6-1T' 5-2" W-9" 5-6'- 160 6,-V 5'-2" 160 7'-1"' W-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A. B,C,D, E. M, N; 0,P.O,R. 165 b'-IG 5-1" 6'-8" _ 5'-4' 165 6-3"' 5'-1' IS$ 7-0" 6'-4' .SPECIFICATIONS SHALL BE AS.INDICATED ON MOUNTING F. K 8c L S&V. 170 6'-9' 4'°-11` 6'-7' 5'�2' 170 6'-2" 4'-11' 170 6'-11" 6'-2' 'MANDATORY CONDITION #2 NOTE$5, SHEET 5. FLOOR/CEILING 175 6'-7' 4'^9' 6'-5" S-0" 175 6'-1' 4,-9" 175 W-9" 6'-0' G, H. I,11 + J. T. U. W& X. 186 6'-6' 4'-B' 6'-4", 4'-10' 180 .6'-0' 4'-B' '180 W-8' 5'-10' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR"L--'AND MAXIMUM A.S.D. MOUNTING + M. 185. 6'-5' 4'-fi' 6'-3" 4'-9' 185 5'-i i' 4'-6' 185 8'-7' S'_g• DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE,LIMITED AS FOLLOWS: 190 6-4' 4-5' 6'-2" 4'-7" 190 5'-f0" 4-8'_. 190 6'-6" 5'-6' 9- CONNECTIONS TO KEYSTONE'MOUNTING LIMITED TO +64,-72 P'.s.f. �'f, j BLADE '� A ('� T95 6'-3' 4'-3' 6"-1' 4-6" 195 5'-9' 4-3', 195 W-5" 5'-5' AND 8'-O"SPAN V ILKJ H U 200 6'-2' 4'-2" 6'-0"' 4'-5 200 5•-9' 4'-2` 200 8'^4' S-3• SEE.MOUNTING�M ON SHEET 7. 2O5 6'-O' 4'-tC 6'-0" 4'-3. 205 5'-8" 4'-1" 205 6'^3' 5'-1' FLORIDA BUILDING CODE (High Velocity Hurricane Zone TirtfEee �A1 02017 EASTERN METAL SUPPLY,INC. BERTHA HV 11. E C O iNc.. A.S, .IA. Accordion Shutter System KV BLADE'#r:w/,OR W/o Kv niiDoweiaDE TILLtT TESTING & ENGINEERING COMPANY American Sht&er Sysfems Rof.No BESCRIp1LON BATE DRAWN Sr. M.L -p Association. Inc. t am 16-060 6/02/17 OATS: CY02/17 'Lt 6333 N.W.S.t 5)Ste M.V.To.GM10!5)9 11 15A 3}15 +E-Q Phone:(305)87...510.Fax:(3651871-1531 sWest Drive 2 a-mad.ORero•om.cm Vet Palm Beach, FL 33407 3 DRAWING No {n�yRID + , 1t EB-0005719 Phone:(800)432-2204 : Fox: (561)209-8380 .7_122 +1 WALTER A 71LUT Jr.P,E. 4 FLORIDA.lie.If 44167 5 SHEET RL 6 :. '1 01:'20 V4 171 1111?1 W.1.19mi.+: �ti • •: VIAS 111 + i :111 +:+ a• +; -•,o� +.• ' fi fi3:T.7�.7:.7�ii.�i�..• +.n .;a X11 u.�i`T'Z• 1�t1) fFsf7 �iommm��aammi�t®em�c��o�r�®m�mc�� ��mioomm��mm�mmV�mprn� ,• ;,mmmoovAo�mmaa ®®moonona�i�mnoA ©aQim�4dn MAn . NLiiY3@@N�R7N�N� mm@i3N7N�N@tSiNfiira@�@oi�@�ma�@c>T@@n�amm@n@n�ic�@@@ca@@tea 113113@NON®loomp" H931 :iNEiNm@o@Eili�N®mm@@NanN�E®i®@i [J1Nr7 3Q@@@@@oodca MKMECi@[�i>0 1nRlNF1113- "@�i@[GNII®NL]NCAA@N 0NY3NGiNa@nm�c=Damm@�@riot@®igm@@ocsc�t®i�sa@@@QOOm�i�@�mu�Qo@@@@@nm •. . Wim¢roe@m®Qm®rc�@@r:�c�i®u�mm@i�va�@mi�m@mnQs�a�iniz�@��QQ@nn@��n� . 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Inc. 14268 West Floods Ufive i 1 —.1 West Palm Beach. FL 33407 INN ,t;, MA)O1 UwANCHOR*"spACING'tin) SCHEDULE FOR A Gam( MAX. SHUTTER SPAN ACD *SPECIFICATIONS.ON ANCHOR REQUIREMENTS`POURED.CONCRETE OR CONCRETE BLOCK SUBSTRATES D NET7ATiYE LOAD AND A CORRESPONDING MOUNiiNG TYPE FOR CONMEFE INSTAIIATIONS (SEE MOUNTMGS E.G,&H ON SHEETS 6&�7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: _ POURED E- (A) TO DUSTING POURED CONCRETE:(Miri.Vc.-3 6) MAXIMUM WALL SILL MOUNTING ©.CEILING MOUNTING (9 FLOOR MOUNTING ANCHORS SPA IN• F FTND - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDU.(Min.1c-3 Ian) SPAN - -1/4`0 x 3/4'ALL POINTS SOLID-SFT ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.HOLT&SPECIALTY COMPANY.,(Mn.YG-3 la, {R) ASO.DESIGN NECAIM TOAD pst ASD_DESIGN NEGATIVE LOAD } A.S.D.. DESIGN NEGATIVE LOAD TAPCON WITH ADVANCED 1/4`4 BLUE TAP CONDRETE ANCHORS_W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC:(Min.Fc m 2 ksi) 30 40 60 75. 80 120 160 205 30 40.. 60 75 90 120 160 205 30 40 1601175 96 120116017.05 THRFAOFORM'T ADVANCED 1/4"0 TAPPER+ANCHORS AS MANUFACTURED:BY POWERS FASTENERS,INC.,ANWIDSTRIBUTED BY ALL.POINTS SCREW,BOLT&SPECIALTY 14 12 110e. t4 12 70 9 6 8. s 6 _ COMPANY OR ANY ali;ER..APPRQJ®UCf7N5ED OR AUIHOR2ED VINDOR REGLSTF.RED WffH'THE AMIEWCAN SHUTTER SYSfFAd5 A55DCW710FL.INC. 3'-D' - 114 12 10 9 8 8 8 6- ALL POINTS SOUR-SET (Min.Ya-3 ksi). OR 14. 112 t1. 9 a B 6 6 14 12 10 9 8 8 6 :8 14 12. 10 '3 8 6 6 5 BLUE TAP W/AAP NOTES: 14 12 8 8 6 7 14'12 10 9 8 8 6 6, 14 .12 10. 9 8 8 6 6 - TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED'THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS.IS 14 12 8 7 5S 7.5' 14 '12 10 8 $ 8 .6 .6 14"12 10 9 8 8, 6 5 - 1 3/4',AND FOR SLUE TAP W/CAP ANCHORS IS 1 1/2", 74 12' 10 9 8 8 6 SS _ - 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 TO- 4 12 $ B 6 4 /4 12 10 9 :8 e E 4S 14 12 f0. '9 @ 6 4 J:S. TATO Sii1CCO SHALL.BE PERMtiiED„'1 40-20 S.S.MACHINE SCREW USED SHALL BE i t/2"LONG'MINIMUM SHOULD STUCCO DUST,AND 14 12 6 8 6 4S 114 12 10 9. a- 8 6 53 114 12"10 9 8 8 6. 4.5 14. 12; 75 5S 3.5 - '14 12' '10 R 8 8 6' S 14 12 10 9 8. 7 SS a: 4 SFE M �'�FDR 1'MINIMUM FOR WALLS WITH.NO STUCCO. 6L10E IA ON SHEET 79 - - - 14 12 10 9 8" 8 6 4.5 may`-D' - - - - - - - A3)IN.CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY.VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 'f2 e 7 4 - 14 12 10 9 .8. &5 5 35. 14 12 f0 8 6s. 5 3S 3' ANCHORS SHALL BE LONG ENOUGH TO REACH THE.AWN:STRUCTURE BEHIND SND WALL FNISHM ANNCHORAGE'SHALL BE AS INDICATED ON 14. 12 8 7S 4S - 14 72 10 9 8 8 6 45 14 121101 9 B 6 45 75 NOTES,A7)'&A2}ABOVE.FOR tNSTAtLATtONS 4N YtNYL SIOSNG OR OFS WNH OR WITHOUT tAETAL$NDS CONSULT THIS ENGINEER.FOR 14: 12 9.5 75 6S 45. - -. 14 :12 10 9 8 7S'5.5 '4 14 12 10 9 8' '6 4.5 3.5 INSTAUATION INTO E1FS WITH'METAL STUDS SEE SHEEr.28A. 6'-0'lIl .. _ _ - - - 14 12 10 9 8 65 5 35 10 8 7b 5.5- 3 - �14 l2_LD 8s 7 SS''4 3 14 12 8 6S.55 4 3 - (B) TO FJ WING CONCRETE BLOCK(ASTM C-90) f0 9. 9. .6 - - 14 12 t0 9 8 6.5 5 .75 14 72 10 8s 0 5 4 •- - 1/4'0 TAPCON WITH ADVANCED;THREADFORM TECHNOLOGY ANCHORS,,AS.MAMUFACTURED BY I.T.W.BUUDERL 8 6s 55 3 - - 14 12 10 9 8 6.3 45 3S.14.,12 '10 e 7 5-3S: 3 - 1/4'4 x 3/4'ALL POINTS SOUR-SET ANCHORS.AS DiSiR18UTED BY ALL POINTS.SCREW,BOLT&.SPECUt.TY COMPANY. 7_0. - - - - - - - - - - 14 12 10 9 75 SS 4 3 -'1/4'0 BLUE TAP CONCRETEANCHORS W/CAP AS.MANUFACTURED BYFLORIDA FASTENERS DIRECT,INC. 10 8 65 4 - - 14 12 9 7S 6 4.5 35 - 14 10.5-7' 5S 4s 35 - -- - 1/4"4 TAPPER+ANCHORS AS MANUFACTURED BY:POWERS FASTENERS,INC„AND DISTRIBUTED BY ATL POINTS SCREW,BOLT.&SPECIAI:TY10 85.7- 4 - - 14 12 10 .9 7S 55 4 - 114 12 9 -7 7S 4s - - COMPANY OR ANYOTHER APPROVED LICENSED OR.AUTHORIZED VENDOR.REGISTERED.WITH THE AMERICAN SHUTTER SYSTEMS ASSOCULDONMC: 1 -7 5.5 4.5 - - - 14 12 10 '9 7.5.5b 4 - 14 12, 9' 7 6_4.5 3 - - _ _. _ _. _ _ _ _ _ _ - 14 i2 110 8 65 5 3S - t'TUTES:@S 7. 55 3 - - 14 :12 8 65 Ss 4. 3 2S 9.5 .e. 5 4 3 - - B,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK;OF BLUE TAP.W/CAP ANCHORS,AND TAPPER+M64ORS IS 1 1/4'ANO TAPCON WITH 2 95 7.5 6 - 14 12 9S 8 &S 5 - t4 12 8 '6 65 4 ADVANCED.TNREADFORM TECHNOLOGY.ANCHORS IS 1�.6.5 5 3S - - - 14 12 10 @ 65. 5 - - 114 -12 8 ISS 5 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4-ALL POINTS SOUD-SET ANCHORS SHALL BE EN(RELY EMBEDDED TATO THE CONCRETE BLOCK.NO - 6 4 - - - - 7 -- 5: - - - 14 12 1&5 8 55 7 54 3.5 4 -_ EMBEDMENT INTO STUCCO SHALL BE PERMITTED,1/4'4-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 2 a tis 4S - - 14 12 8.5 7 S5 - 14 LOS 7 55 9 45 E70Si,'AND Y MINIMUM FOR WALLS WITH NO STUCCO. 1S 85.5.5 4 - - - - 14 12 9 7 6 +.5 - -: 14: 11 7. 5.5 4.5.3.5 - - B.3)IN CASE'THAT PRECAST STONE.,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER'BE FOUND ON THE EXISTING WALL OR FLOOR 10'-0" - 14 12 '8 6 5 4• _ ANCHORS SHALLBELONG ENOUGH TO REACH THE MAIN:STRUCTURE BEHIND SAID WALL,FINISHES.ANCHORAGE SHALL BE-AS.NDICATED ON 14 10.5 7 5 3.5 - - 13 9.5 0.5. 5 4 3 - - 10.7S 5 4 3. NOTES B.1)&B.2)ABOVE.'FOR iNMAUkTIONS'CN VINYL SIDING OR OFS"WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 114 11 7.5 5S - - - - 14 115 9 6- 5 4 - - 25 9S 6 S 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20: 0.S B 5 - 14 12 8' 6.5 5S 4 - 13. 10 6.5 5 4 3 ' tS`-O- - - - - - - - - - - - - 14 10.5 7 5S:45 35 - ANCHOR B G OF RECOMMENDATIONS AND CATIONS OF THE ANCHORS MANUFACTURER -` (C) 5 SHALL. E INSTALLED FOLLAWIN ALL THE - SPECIFICATIONS ... ' 25 9.5 5 - 12 9 6. 4S '4 3 � 9 7 45 35 3. 14 10 7 - - - - - 14 110.5 7 SS 45 - - - 1.5 8S 55 4S .75 - - - {D) SEE SCHEDULE BROW FOR EDGE INSTANCE(E.D.)VERSUS SPACING REL 71ONSHiP FOR ANCHORS. 9S 7 45. - - - - - 14 1137.5 6 5 - - - 12 '9 6 4b 4 - - - EDGE DISTANCE V - - - - - - - - - - - - - 13 10 65. 5 4 - - - F,RSTlS'SPACING SCHEDHLF FOR ANCHORS- t2•-0" 15 8.5 45 - -- ii 8 5.5 4 3.5 - 8 6 4 3 - MAXIMUM ANCHOR'SPACNGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE 35 9.5 6 - - - 13 95 6.5. 5 4 - - - 0S 8 5 4 - _ _ _ ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 771E FOLLOWING,FACTORS. 9 6,5 = 14 OS 7 5,51451- - 11 8.5 55 45 35 - _ REDUCED SPACING OBTAINED USING'FACTOR SHAD.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR.EACH ANCHOR TYPE 13'-O' - - - " - - 12 9 s 45 t - - _ ACRlA1. FACTOR f05 8 - - _ 10 75 5 4 3 - 75 SS 1 S IAPCON- zs 12 s 6 45 4 - - s.5 7 5 4 r EDGE W/ADVANCED iIiRFADtUtat ALL POINT 50110 SET BLUE TAP W/CAP TAPPER+ 8 8 - - - - 13,95 ISS 5 - - OS r5 5 4 - - - V DF OR DISTANCE MIN.SPACING MN,SPACING it. 85 5S.4s - - E.D. 3' 4• SPACING 3 / MIN.SPACING 3' 3 3/4' 4' _ MIR a 1 2' 14,-0" _ _ .. _ _ _ _ _ _ - - _ _ _ V 'B' D FOlpiE71 mHQTETE ODNOEie 1110aC POURED CONCRETE& POURED CONCRETE k POISED CONO&TE COFIOiETE'gDIX 10 7.5 - - - - - 9 -7 45 3b - 7 5 35 3 ^ 15 8 - - '» @-S5 4b. - -1 0 a5'4S - - - - 'i H 0 WL M-3.I/f MN E.O.+21/2' ctayNjtREOE�.381 OCK EDIO ED..SNCRETE�K LOT.FA=3 1/2"MDL,FA'z 1/Y 7S - - - = - 12 9 6 - - - eS 7 4:5 - - - - ts-o' - - - - -- - - - - - - - - - 05 @ 5 - - - BLADE WORKING z 1/2' oe 1:0 . _ os7 t.o 0.78' 1.0 9 _ _ - _ _ - 85 6.5 4 - - - 65 -5 3 - - - IN UNISON 10. _ -.. _ _ - .: OS 8 5 - _ _ 8.5 6 4 - - - - 2" :0.71 - - -051 - 7 _ _ _ _ _ _ _ 1.5 85 ss.- _ _ _ 8 ISS 4S 1 3/4' a -91 As aaR _ 0.43 - - 16'-0' - 10 7.51 5 - _ 1_ _ _ 1 1 - - 0'35 - - 8 9:5 - - - - - 9.5 7 s - 4. - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ttiNft' R T� ©2011 EASTERN METAL SUPPLY,INC.. `1t''Pti�� .l(���- BERTHA HVTM .,.•` E 1L A� � �A■ Accordion Shutter System EC0 imc. H VBLADE#1 w/'at W/o RV. NANoorY anDE e American Shutter Systems REv.No DESCRIPTION DATE DRAWN 6Y: M.L. TiIUT TESTING & ENGINEERING.COMPANY AssociaflOn. Inc. 1. OLD 15-080 /02/17 DATE: 09/02/17 -e STA7F nn[ ! W55 N.W.36tH SL,St ai J .YJ70W'A aWOM ROR@A 3316 �-� UI• Phone:(30.5)871 1530.Fax:(305)871-1531 4268-West Roads Drive 2. DRAWING NO 4 email:STtgc agol.com West Palm Beach, FL 33407 �f ... ....OP.' ,a�tit' ffi-OD06719 Phone:(804)432-2204. Fox: (561)209-8W 4 17-122 �'p�',` , WALTER A TTLLn Jr,P.E. R E gA^W A�NIyJ3 E/GATE FLORIDA Uc.#44167 s. SHEET 6 13 OF 20 MAXIMUM ANCHOR• SPAG(N�j jin SCHEDULE FOR A GIVEN MAY, SHUTTER.SPAN.A.S.D. d fE CSE ATIVE LOsd ANd A CORRESPONDING MOUNTING TYPE FOR CONCRME INSTAL I AFIONS (SEE MOUNTINGS 1,J.K k L ON SHEET 7). POURM ANCHORS SPACING LEGEND wmmuY 1. WALK OVER& 11 TRENCH Oj RIVNGUARD MOUNONG QK WALL/FLOORMOUNTING @WALL/PIALK OVER MOUNTING TAPCON WITH ADVANCED AS.nZMGN NEGATIVE COAD(Ps AS.D.DES}GN NEGATIVE LOM:(psf) .A§.D.DESICN NEGATIVE IDAD(PsQ AS.O.OESIGN NEGATIVE LQAD(psf) (R) THREADFORMTECHNOLOGY 30 40,160175.' 90 120 180 205 30 '40 BD 75 90 120 760 20.5 30 '40 60 75 90 720 760 205 30 40 60:75 90 120 760 205 ' 14 12 10 9 @' 8 6. 6 12 12 12 12 12 11.51&5 - 7 7 7 7 7 7 -7 S 5 5 5. .6 .5 5 5 S ALL POINTS SOLID-SET .3'-0" 14 12 t0 9-'.a e 6 8 12 12 i2 .12 12 72 85 7" 7 7 7 7 7 7 7 T 5. 'S 5 5 5 5 5 S SLUE TAP R:LESS 74 X12 10. 9 B 8'- 6 8 12 12 12 12 &5.8 8 45 7 7 7 7 T 7 7 65 5. 5 5 5 5 5 5 3 TAPPER+ 14, 11 10. 9' 8 8 6 6 .12 12. 12. '12'12. 10-7.5 6 7- 7 7.'7 7 7 7 7: 5 8 5 5 5. 5 5 5 14 12 10..9 8 8' 6. 6 12:12 12.12' l5S R5 65 .5' 7 7 7 7 7 7 5.514 5- 5-13 5 5 5 5 4 4,-0" 14 12 '10 9 B 8-.'6 6 12 12 12' 12' 12 95 7 55 7 7 7 7. 7' 7 7 7 5 5 S. 5 5 5 5 5 t4 12 10. 9 8 8 6 6'12 12 12 9S 8 6 45 35 7 7 7 ,7 7 7 6S 5 5 5 5 5 5' 5 5 5 74.72 7D s a a 8 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 7aW1 . B 6 6 12 12 12 it 9 '7 'S 4 7 7 7 7 7'5.5 4 3 S 5' 5 5 5 5 4 3 l4. 12 t0 8e, 12 12 12 12 i0 75 ss.4 7 7 7 7 7 7 7 7 5 3 55' S 5 s s. 12 t0a 8 6, 12 12 9S 75 6, 45 35.:- 7 7 7 7 7 7 5 35 5 5,.'5- 5 '5 5 5: 4. 72 10 8 6 6 72.12.12 95 a 6 45.:= 7 7 7 7 .7 7 95''4 S 5 'S 5 5' 5 5 '4 *SEE ANCHOR 14 T2 70 9 B 8 6 6 72 12 iS"9 75 55 4' 3 7 7 7 ,7 '7 4S 3.5 - 5 5 5 S 5 4.5 3.5 SPECIFICATIONS 14 12 8 6 6 12 12 12 10 8 6 49 35 7 .7 7 7 7 7 7 7 5 5 S S 5 5 5 5 ON SHEET i3 14. 12 70 .9 9 8 6 6.i2 12 8''6 5 4 3 7 '7 7 7'-7 15.514 5 .5 5 5' 5 5.- 4 3 14 12 10 S B 8. W B 12 12 10' 8 65 5 .75 - 7' 7 7 7 7 6 " - 5. 'S S. 5 5 .5 4.5' ^ 14 t2 10 9 -8. 8 e. .8 52.E }2 /6 8 65 5 3.5'- 7'7 7 &5 5,514 5 5 S S s s' 3 14' 12 10 9 a a e 6' 12 12 12 a5' 7 5 4 3. 7 7 7" 14 12 10 9 8 8 6 6 12.10 6.5 6 45 3 7 7 7 7 65 5' 3 5 5 5 5 5 "5 3413 74 12 -10 9 8 8 6 6 12 12 E5 7.5-5 4 - 7 7 7 7' .7 5 - _ 5 5 S. 5 5 5 4 0 VALID ONLY FOR UP TO-+70, -75 14' t2 r0 9 e e 6 - 12'.12,.6.5' 7'.5.64 `3 7' 7 7 55 4.5 :3. - - 5 5 5 5 4s 3.5 - - PSF'A.S.D. DESIGN PRESSURE 4 t2 10 8. '8 E 6 - 12:i2 105 7S 5 4.5 3.5 -7 7 7 7 .7 .7 7 4, 5 5 5' 5 5..•s 5 s RATING &_FOR.SPANS, PER 14 12 10 9. B B. .6 «. 12' 9 6.4.S--4 3', - 7' 7 7 7 5.5.•4' - - 5 5 5' 5 5, 4 3 'SCHEDULE #4, SHEET 11 14 ST 10. 9 'e 8 6 ^ 12 11 1.5 S_ s 75 - 7 7 7 75 5 4.5 - - 5 5 S 5 5 45 - 14 12 10 9 6. 8, 12 15 7S '6 5 3S - 7 7. 65 5 4- . 5 3- 5 5' '4 3 '14 12 10 9 8 B' 12 12 95 6.5 55 4 3 7 7. 7 •7 7 7 6 3 5 5- 5 5 5 S. 5 5 4 t2 70 9 8 8 - 05 8 -S 4 35 7 7 7 8 5 3.5 - "5 5 5 5. 5 4 3. 14 12 10 '9 8 a - 12,110 65. 5 45 - 7 17 7 65 55..1- - 5 5 5 S: 5 4 - 14 12 110 1,9 18 18 ^ 12 00.51 7 15.5 4.5.35 - 7 17' S5 45 3.55 5 5 1,44:35 - 10,-0"14 12. 10 9 8 e - 12 111 18-51 5 5.3.5 - - 7 1 7 7 7 7 7 4.5.- 5 5.' S 5: 5 5, 5 45 14, 12 1O 9 8. 8 - ^ 9-6 17 14.5 13,5 3 - 7 7' 7..5.5 4.5 - - 5 5 5 5 45 35 - ls 12 10 8 8 8_ 72 1.9 16 Is 4 7 17 7 6 .5 - S. ':5 5 45 5 - - 14 12 10 9 6, 8 - 12. 95 6 5 4 3 - 7 '7 5 4 3 5 5 5 4, 3.5 - 14 12 10 9 •& @ 42 1a: 7 I&5'4_5 3.5 7. 7 7. 7 7- 7 3S. - 51 5 5 5 5 5- 5 4 14 12 10 9 8 8 - - 8.5 65 4 35 .-3 - 7 7 6 -5. 4 - - 5- 5 5 -5 4 3' - / iR.) [}"�/ 14 12. to t1 0.55 4 - 7. 7 7 &5 45 - 5 5 S S 45 _ H_ • B LADE ONLY LY 14 12 110 9' 8 1S&5 S5 4.5 3S. 7 7 45 15- - - - 5 5 45 &513 - 12--014 12 10 0 8 - - 12 9.5'65 :5 4 3 - 7 7 7 7 7 6.3 - 5 5 5'--5 5 5 45 3.5 id 12 10. 9- 8 - 8 6 4 3 7 7 55 45.35- - S 5 5 45 4 3 - - 14 12 10 9 a 10 7.5 5 4 - 7 7 6 5 - - - 5 5 5 S 4 - 14 12 10 9' 8 IS 8 5 4 3.5 - .7 65 45 35 - - 5 5 45 35 3 - 73,-0 14 12 10 9 8 - 13 8S 8 46 3.5 3 - 7 7 7 7 7 4.5 - 5 5' 5 5 5, 5 4.5"J5. 14,12 10 9 8 7' 5:5 35. 3 7 7 "-5 4 3 - 5 5'. 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DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&-17). !EE3" L_! B -Sz T F::;--.+?.T E= SOUTHERN PINE No. 2 W/'MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE.FIR SOUTH. 1/2SOUTHN PINE No. w SPRUCE PINE SPRUCE PINE " MIN..,CDX 2 WL M".G=0.55, FlR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/ MIN. G=0.43 W/MIN. G=0.36 PLYWOOD DMOtI GG�.SOR'WJ WJ MIN. G-0.43 W MIN. G=0.36 MAUYDY VAN(11) WALL MOUNTINGS .CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 8i R 'FLOOR MOUNTINGS M.:N,0.& R FLOOR MOUNTINGS M, N. 0 & S2 FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8:0..WALL MOUNnNG5 B.O.'WALT..MOUNi1NGS W & X ,W & X W & X P & 0 S&'V S&V S&V ASlma em WLtWE we w 756 ow am Mw SO&(pfl AS6 D4@&M Tfi4 X tiJNG W ASIX MITI ISM FMM PAIL tP>7 ASA MSDI WME FF=9 KW W MR USD7 SM MW BTIC 9 ASA @471 NLEM HUM EARL(RQ Ul Q=MWE FWA Me W,AM MITI MUK FT'15 R WC(RQ,ISD.OW N7%AE.FFF9lS w6 w 30140160 75 90 OS 30 40. 6075 90 05 30 4011.0175 190 05 30 40 60 75 90 65 30 40..160 75 90. 05 30:40 60.75..90 05 30 40.' 60 5 90 05 30 40 60 75 90: 05 30,40 60 75 90 05,30 40 60 75 90. 05 -0`OR ffi t0. 10 9 8 8 8 6, 6. 6 6 6' 12 10-11019' 8 8 6 B 6' 6 6 6 12: 10 10.9 '8' 8 6 6 8 6 6 6 6 5 4 4 -4 3 12 12 12 12 92 12-12 12 12.12.112-112 12 12 72 12 12 12 4'-0' 12 10 t0 8 6' 6 6 6 8� 6 72 10. 1Q 9 '8 8 8 6 8 6 8 66 5. 4 4 4 3 i2 /2 12 i2 12:17 12'12 12.12 72 72 12 12 72 12 72 12 •-0• 72 10 f0 9 8 8 6' 6. 8 6 6 5.5 12 10 10 9 '8 8 6 '8 6 6 6 5 12 10. 90:9 8; 7 6' '6 6 .6 6 5. 8' S 4. 4 '.4 3 t2.12 12 12 12 12 12 12 72 t2 72 17 12 12 12 72 12 0: 6'-0' -22 70 f0 .9 8 6:5 6 .6 6, 6 SS 4.5'12 10 10 9 8 5 6 8 $ :5 5 4.5 72 10 70.9 6 3:5 b 8 6 fi 5 4:5 6 5 4 4 3.5.- 12 72 12 72 12 17 72 12 72 72 72 12 12 12 12 12 10 8.5 T-0' 12 10 10 9 6.5 4 6 66' i5'4'.5 4 12 10 10 9 S 3 6 6 6 5 4:3:5 12 10' 10 7 .5 - 6' 6 8 5 4 3.5. 6 5 4 4 - 12 12 12 12 72 12 12 12 12 12 12110.. 12 12 12 OS 8.5 7.5 8'-0• 12 10 10 7.514.51 J 6 -6 6 5 4 3.5.12 10 10 6 3.5 - 6 6 5 .5 3.5' 3 12 10 To 4 - - ,6 6 5 .5 3.5 3 8 5 4 12' 12 12 12 12. 12 12 12 12 12 1119.5 12 12 1.5:9 7.5 6.5. 9`=0" 12 10 l0 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 3.5,- - - 12 12 12 12 12:10. 12 12' 12 1. 9.5 6.5 12 12 10 '8 S:5 5,5 70'-O" 12 10 7.54 - - 6 6 5.4 3 '- 12. 10 $ 3 - 6 6 4 .5 3 -V2 10 3 - - - 6 6 4. .5 3 - 6: 5 - - - 12 12 12 72 1.59,512 12 12 O. 8.57.5 12 12, 9 .7 6. 5 11'-0" - 12' 70 5,5 - - 6 6 X4.5- - - 12: 10 ,4.5- - 6 5.5 3.5- - - 12 10 - - 6 55 4 - - 6 5 - - - 12 12 12 12 10 8,5 12. 12 72 9.5 8 7 12 12 8 6.5 :5 4.5 12'-0' 17 10"4.5 - -- --`6 8 4.- - 12 70 3.5- - - 6 5. 3S= - i2 d0 - - - fi 5'3.5 - - .6 5 - - 72. t2.12:.1.59.5-8 12 72 77 8:5 7 6ii5 Z5 6 54 12 10 - - 6 4.5 - - - - 12 .5 - - :6 4.5 - - - - 6 4:5 - - - 12.12 12 0. 8.5 7.5 12 12 10 8 ES,5.5 12 0(5 7 55 4.5 4 6o 5.5 - - - 12: 7 - - - - -5 4:5 - - - 12 7 - - - - :5 .5 - - - - b 3. - - t2'12 72;9.5 8 16 72 72 9.5 .5 6 4.5 12 9.5 8.5. 5 4 3 15'-0' 12 - - - 6 - - - 12 - - - - 5 - - - - - 12 - - 5 - - - - 6 - - - - 12 12 11 9 7:5 5 12 .12 8.5 7 6 4 12 9 6 5 4 - `!fi'-0`. 12 - _ - _ 8 _ _ _ .: 12 _ _ _ _ _. g _ _ 1. _ _ _ -. 5 _ _ _ -- 8 _ _ _ _ 12.72 0. 85 6S 4 12 12 8.6.5 5. 3 1. 8.5.5 t 45 3.5- HV BLADE OR HY BLADE W/ i A FIV WINDOW BLADE WORKING IN QNISON* f=STS UY ATtON9 SiF S.M>E FGR @LACE,R(�ON,SNEEf 19 }NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1:ANCHORS TO WALt,.FLOOR OR SOLID-WOOD'SOFFIT SHALT.BE AS FOLLOWS 3.SUBSTRATE SWILL CONSIST OF THE FOU.OWiNO: SOUTHERN PINE Na 2 Y!/G-0.65(NDS) - 1/4`0 TAPCOH ANCHORS,.AS MANUFACTURED BY I.T.W.SIALM W/MINIMUM D BEDMENT AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.OS.) EACH SECTION ON SHEERS 16&'17. -SPRUCE.PINE FIR NORTH.VA/G-0.43(KCS.) EXCEPTION:SEE NOTE 2 BELOW. SPRUCE PINE FIR SOUTH W/0-6,36(MDS.) -MW.1/2'COX PLYWOOD(1986 APA). 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND.SHALL CONSIST OF LAG.SCREWS AS PER NDS 2015 SPELYFRGRONS. 4: HORS MANUFACTURER.U INSTALLED FOLLOWING ALL OF THE RECOMMENDAT70N5.AND SFECIFRCA110NS OF THE ANCHOR'S iAAtTUFACNRER. 00 FLORIDA.BUILDING CGDE High t icc,it Hurricane Zone + CL A 1'"�i�` Q 2017 E*MRN.METAL_SUPPLY,INC. 1I4 '4�' -S� /1`=:. - BERTHA HVTM 'T c£ = r� Accordion Shutter System 1 i I L E C v t im Q.S.S.A■ KV. BLADE#1 W/OR W/O KV. W€NDOM BLADE r".67 AmeriCGn Shutter Systems REYHe DESCRFP0011 QATE DRAWN BY_ M.L. TiLUT TESTING &ENGINEERING COMPANY 7€r; Association, Inc. I OLD'18-6@0 /0211 DATE: . 09/02/17 5363 NW 361h.St.,Ste 303.VRGM GARDENS.HDROA 331 $TATs h 4268 West Roads Drive 2' j, rE�' Phws :t3D5)$71-1530.Fox (3Gs)671-1531 DRAWING No O F ti, A6 a mat NTtawl?aol.crom West POIm Beath, FL 33407 3 n �dRIDP. AA E8.0006719 Phone: (800)432-2204 .Fax: (561)209-8380 4 17-122 S Il WALTER A 71LUT dr.P.E. - P FLORIDA tic.®44167 s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & 64 HV! BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO lWOOD WITH HV BLADE n ONLY SHALT. BE LIMITED O 105.0 sf. A.S.D. DESIGNPRESSURE RA ING SEE SHE 19 FOR MAX SPAN & A.S.D. f 1/4'0 TAPCON WITH ADVANCED DES IGN FIR ESSURE RATING FOR INSTALLATION WITH BLADE & W WORKING IN UNISON THREADFORM TECHNOLOGY Wf 1..if2".Min.PENETRATION -.l 7/a•0.TAPCON WITH ADVANCED DF 1HREADEDARFA TO THRFADFORM TECHNOLOGY - ( / EXISTING W000 HEADER. I W/1 1/2M1in..PENETRATION t ( '(SEE SCHEDULE ON SHEET 15j OF THREADED AREA T4 ) /4N SEPAPADLW •! 'r } DR ) x EXISTING WOOD HEADER. Q TO CLASS(SEE I I (SEE SCHEDULE ON SHEET 15) Tz D,, l� f \ / iv 11 ERR BLADE(1OR ,fi ! t_oR 18 1•M�' 1f4"O-2oz3/a•SS.MACHINE SCRE\YS EXISTING B- 1 t w V7/1/$x-20 NUTS®12'O.C. CLASS--4 WALL t r ltt is . j . FINISH..e (I! ( x 1 N tee •/ N�.., PTIONAL I i I �'.•+• .. ...�. H� �t Z F'","-'O tel'. EXISTING MIN. (• """`... FINISH ori 2'A4'WOOD1.DR EXISTING-MIN: I co HEADER REQUIRED EXISTING I { HEADER REQUIRED rl 't. ` 1 i 1/4"0 TAPCON WITH ADVANCED MR.SEPPFA71Qi ( 17HRE%RM TECin.NOLOGPENETRATIDN 10 Gll6S(SE:E Aa MIN.SEPARATION I (I 2'x4'CONT.SELL ( OF THREADED AREA 0 G SCHEDUUE OV��� -ry. TO GLASS - PWTE REQ D. � '3 4� 11:FOR MADE(77P!>a {, EXISTING ¢'^-----(SEE SCHEDULE, t j t{L t TADt'itDTti of WoaO 'ON'MEET 19 FFOR GLASS•—i ON SHEET 11) ` �, , , ,1� (SEE SCHEDULE ON SHEET 15). .t HADESI�&�) ttO HV WALL HEADER'INSTALLATION N HV WALL HEADER INSTALLATION (_G)EtV WALL SILL INSTALLATION i MIN.SEPARATION 5 E%ISiING E MPI.SEPARATION i TO GLASS Gtp MIN.SEPARATION TO GLASS. - }V�.�(SEE SCHEDULE - k TO DLNSS r • ) EXISTING ( (SEE SCHEDULE ) ON SHEET 11) z 2"x4'CONT:I—�—(.E SCHEDULE I GLASS✓�L ON SHEET 71} z. GWarS—q Z 'REO'D:PEATE} ON SHEET 11) S.S.S:S. L (. 8 1/4'0-20x3/a /4 0-20x3/4 "5.5. r I 1 ( f MACHINE SCREWS W/ ' MACHINE SCREWS �. B ( • L� .`" ( USING 1/4'-20 NUTS I, 1 WALL `y 1/4"-20 NUTS FINISH ORQ. 2"x4"CONT. _ oa@ WOOD'PLATE i `P'� !-f�''�'�El ' 1•M1n. REO . I '. --+I'uim 1/4 0 TAPOON WITH ADVANCED { THREADFORM TECHNOLOGY 1/4 ib'TAPCON WITH ADVANCED 1/4"p TAPCON WITH ADVANCED W 1 2 M PENETRATION OF t „. THREADFORM TECHNOLOGY NOTE• `` ' �! I.1F( ' THREADFORM TECHNOLOGY / / �1 Z. CONT. W/.1 1/2'Min.PENETRATION ,i THREADED AREA INTO PLYlWX)0. W/ 1/2'}Ain.PENETRAVON-OF 1%SHEET 4 FOR TYPICAL t (. -$ THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. SILL.PLATE yt;� OF THREADED:AREA'® (SEE SCHEDULE ON SHEET 15) _ (SEE SCHEDULE ON SHEET 15) 2-MOUNTING•SECTIONS CAN BE REQ'D. 1�-WALL (SEE STH D WOOD PLATE. EXISTING MIN.2'xe'S1UD5 ` COMBINED IN ANY WAY TO ,,��. i( i' FINISH (SEE SCHEDULE ON SHEET 15} A`1/Y MIN.CDX PLYWOOD REQ'D. PLYWOOD TOFBE ATTACFIED�TO 1/2• N.-CDX� SUIT ANY INSTALLATION. WALL FINISH E)GETING MIN,2'X4"STUDS 0 16.O.C.MAX,REQ'O. STUDS IN ACCORDANCE WITH 'PLYYt00D REO'. .. ®HV- WALL SILL INSTALLATION PLYWOOD TO BE.ATTACHEDI TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B:C.. ♦•SEE LUA ARONS.OF USE OF WITH SECTION 2322 OF THE F.B.C, HV LL SILL INSTALLATION 62ADE 1 oN srtEEr 1s HY WALL SILL INSTALLATIdN 1N+AA�Ao�, WA FLORIDA BUILDING CODE.(Nigh Velocity Hurricane Zone) 0.2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM� AA S. A Accordion Shutter- System .I LIE C 0 Inc. - KV..MADE#1 W/OR W/o KV.uWNDo MADE l ;;F American Shutter Systems M.N. nEscrDrllDH DATE DRAWN 1Y: ML TtwT TESTING & ENGINEERING COMPANY 6356 N,W.76N.st:,see 303;-YutGvaA W10ENS,:FLOaaA 33i0 Association. Inc. i OLD 1S-O80 /02/1 DATE: 08/02/17 _1011110'e" to Phcne:(305)871-1530..1-:(305)871-1531. 4268 WesU Roads Drive 2 DRAWING No „ i'i •'air 117 e-mail:'trlt...0.ol.com West Polm Beach,FL 33407 3 �T 4+� 4$'�1j ....•• � 11 ®-0008714 Phone:(8D0)432-2204 :Fox: {562}209-8480 4 1 l—122 LZ �� rt1 WALTER A TitiD Jr.PZ 5 SHEET P Ef- t r109�WRtr%DATE FLORIDA U.y 44167 . 6 16 aF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR .:9' NV & (N NV! BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL .BE LIMITED 'TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE S EE 19 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE i)& WORKI g IN UNISON 1/4"0 TAPCON WITH ADVANCED THREADFORM O. //-EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2'Min: 4 z8"(Min.)EXISTING PEN ION OF THREADED WOOD.GRAM REQUIRED. AREA 70 EXISTING WOOD OF EXISTINGURAL ADEQUACYWOBE - HEADER. 1/4`0-20x3/4"SS- OF EXISTING WOOD BEAM EXISTING WOOD (SEE SCHEDULE ON SHEET 15 PHILLIPS TRUSS HEAD RE BE RED ENGFIED BY TRUSSES-OR _ ) I Min REGISTERED ENGtNEF32 OR £O E i - CHINE SCREWS ARCHITECT PRIOR TO 1/2-`-+"' ... 1/2 ^_ RAFTER O.24' E. EO Y// 1/4-20 NUTS — O.C.REQUIRED 1j W 12"O.C. SHUTTER INSTALLATION. — 1/4"0 TAPCON WITH �- I l OR 15 ADVANCED THREADFORM � 1 �j r �. EXISTING SOREST ADVATECHNCED tV i 1/2"Mm. EXISTING NG FT .257' PENETRATION OF THREADED M_ AREA To EXLSDNG WOOD's 814x3/4' E t x4'xt/8`'CONT.ALUM_TUBE �--OPTIONAL .(SEE SCHEDULE.ON SHEET 15) �EQ S:LI.S. (6111,1; pLLDY)W/ ®6"O.C. ( {3)Sf16'0 tAG SCREWS TO or 1�3 or 15 i 11 or 1@3 or 1S EACH RAFTER oR TRUss. i 1 LOCATE LAG SCREWS AT EX)STING WOOD EXISTING MIN 27x4' 1 I. I ( MI=ER.(2DTH f Min.NOMINAL WIDTH) EXISTING-^G HEADER RED' MIN.SEPARATION f i I OPEN HOLE AT EACH W/2'Min.PENETRATION OF GLASS '11 TO G1A55 EXISTING ; i - STUD TO ACCEPT �j THREADED AREA.VAUD'FOR- ( ,(SEE SCHEDULE,ON SHEET'11) I GUSS_"I I I 5/16'O.LAG SCREW t)'I INSTALlA7IONS P1fiH;72 PST I AT,CENTFR OF TUBE (€WW{{}} MAX.ASD,DESIGN LOAD AND ttttY1Ra1oN • 1 j. 9,-:0"MAX.SPAN.THIS. i [ori s�i6:z ,q I. W� I S, H INSTALLATION IS ONLY VALID Q}IV WALL HEADER INSTALLATION L 1 n EXISTING�1 ZFw t 1 I . FOR YmpD w. taA.SPECTRA GRAVWOOD 0.50 N. DOUGLAS gpDOg i av SFEtT 16� 1. DR 0, FIR.OR SOUTHERN PINE No.2, NOTE'S: 1 OR 1�1�, 1''.�` OR EQUAL. 1-SEESHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. ' - 2-MOUNTING SECTIONS CAN DE COMBINED IN ANY war To SUIT ANY INSTALLATION. FIV GEFtING INSTALLATION @HV CEILING INSTALLATION 1 m =E 1 OR IMIN.SEPARATION I. I t .MIN..SEPARATION ,_I; (`+ 7o GLASS TO'GLASS EXISTING I 1 sFOR EI Is ' --�(SEE SCHEDULE —(SEE SCHEDULE ON SHEET t 1) GLASS 6lAo6Q8® ; ON SHEET 1 T) EXISTING #(TjDy� jmi� �''Ci T EXLsmNG WALL (1-0CA7tON J GLAD-{ i I f 1 ,,!l��2-A6`Mitt.WOOD FINISH 1 I fµk" ©.. 7 J/9 WN. WiASHER4 HFAD.TEK /f (NQ FINISH REQUIRED J — DECK j M ,i__, I SCREWS 13 42"o e t u t 2'x6`MIN.WOOD t — 'A DECK REQUIRED(NO EDGE.0 DECK OR FINISH ALLOWED) --IF APPIICABtE EQ 0 t/4'0-20x3/4'S.S. EDGE OF DECfC 1 2` yr 1" —tf4'0 FH.TAPCON WITH f 1/4'0 TAPCON WTM ,1' 1'FlittlPS TRUSS HEAD JF�APPUCABLE ��-.Y LEDGE ADVANCED THREADFORM: ADVANCED THRFADFORM Min. MACHINE SCREWS OF TECHNOLOGY,W/1 1/2"IAIn. TECHNOLOGY.Wf 1 1/2Mn W/ 1/4"-20 NUTS - 2"PAIN. 2 MIN --'�! PENETRATION of TttREADID ___.�'� ; -- DECK IF 2`x4'CONI. PENETRATION,OF THREADED 0 12'D.C. "-��J-!"_ APPl1CAB1E 2"M1N.—^+ AREA 0 MIOWIDTH OF WOOD SILL PLATE AREA N MIDWIDTH qF WOOD 1/4"0 TAPCON WON ADVANCED THREADFORM TECHNOLOGY PLATE: REQ;O. PLATE Ytf 1 1/2'Lin.PENETRATION OF THREADED.AREA INTO WOOD.DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE SEE UM AON SHEET 1S) (SEE SCHEDULE ON 15) ♦ TIONS'OF USE OF Bum£ oN SHEET 19 (�X HV WALK-OVER INSTALLATION a HV WALL SILL INSTALLATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone Y.INC. 0 2017 EASTERN METAL GAN.... _ BERTHA HVTM A. s A A Accordion Shutter System IL ECO mc. . ■ RV MADE#1 W/OR W/O RV.'WINDOW BADE 7ILLTf TESTING k ENGINEERING COMPANY American Shutter Systems REV.H* OFSCRIPUON DATE DRAWN BY M.L ,� •'7� Association. Inc. 1 OLD 15-060 _ /02/17 DATE:. 06/02/17 63SS N.W.360,SL,Ste 305:VIRG79A GARDENS.FLORIDA,3319 4258:West Roads,Drive 2 t Phone;'(305)871 1530.Fox:(305)871-1531 DRAY/ING No _ w �d e m T Qt..0Col.com West Palm Beach. FL 33407 3 �f-7 �f�f dF���(1i�pQryr�`:(�"[I t1\ ES-0006719 Phone:(600)432-2204 ..Fax:.(561)209-8380 4 i l GL WALTER AU®Jr.P.E. 5 SHEET FLgRIOA u� 44167 6 17 OF 20 END INS?ALLATIONS n HV & HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2-x4'MW. �.\ \.\. �. .� WOOD SPUDS. t/4'�TAPCON WaH / ,� r ,+' r' °.r 2•x4-MW. (AS APPLICABLE) l 1 ANCEO THRE'ADFORM 2`x4"MIN.V7009 �� .l ,�! ? .f l)' —WOOD SPUDS. TECHNOLOGY OW BUILOEX STUDS'REO'D. 2'x4'MIN.WOOD \ / (AS APPLICABLE) 1 ! ANCHORS m s•O.0 -S1UHIS Iwo. wE t t/2'4IN.7HRfA0m \ / viPEN �ww/uIN.T/r THREADEDi (t4':-EXISTING GLASS PENEIP D IF NO STUD trot } ,\ EwmNG G ASS .�\ PLYWOOD.If NO STUDS,EXIST. +.x x EX6TWG GLASS LDDSTINC Gil55 'I L6H I A. l 7/2•utN.CDx -7 f/EO_EO\.. � —] 1 P`m '" MIN.SER)PAnw \\ uaa SEPARATIM m UE O(SH 1/2MIN.COX. To AM(SEE 11 FOR SA SDA PLYWOOD. - TD IEE 0(SEE TO.LE O(SEE.HU 1/2'rs1t,,Cnx TD TIAs(stE ss FOR BADE(DAM :1:6 x3 11 FOR E AD SHEET J)AN 11 FOR AD s4AM PLYx�D. ON SHEET s9 FUR (60 '1 COM. FINISH. _1/2•.UN.CO% 1s FOR esnE0usr ^"�^�f ss rOR aAnE Oaw t/i" tvi�6v°NaE�Ab 9/DFS.fD&® ALUM.CLOSER PUt1W0.. W SHAT 19 FUR W, f °I'IgpDE•j(�.$SHEET 9 R ON SHEET 19 t3AD6Q)&"y)A XX 7 2-MIN. PLATE(LOCATE 112 81ACES(D VNISH AT ERHER SIDE MW y >10xt j2"S.0 5. Kw a a to u ` ----- �• 01sO.C. /- T ____�.^"' Qa/IWi/a'sus To+- J iG o.c. 4J. rtv Lvuu cants g 4 mww.At•on 40. SEE DETAIL X FO KO' 7 ORSIDECONNECOONToTRACKS��//�� SEE DEMI.x F'OR 1 OR SEE CONNE TION U,�"-t�°•��\J"lJs.� 10,. E / SOE WNNECi10N -+o•�a vns CONNECTION TIM- •4 '" m zRncKs6.7o-C-01•ga 1Gd 33' to TRACKS to ® 33� �6a ao y�o®.�.w ��.�•�o•�a ©o �o©o.�a. �•� ����•�Q ©o gip.©o.�s 6.�s ��«Q'•�•a.a END CONNECTION DEAL Q END CONNECTION DETAIL(#) END CONNECTION DETAIL 09 END CONNECTION DETAIL f� EXTSONG i REQUIRED MY FOR SPANS GREATER THAN 12'-4• F3ISTING GLASS 1/4'a TAP60N WITH 5/4b TAPCON WITH. /"G{ASy 'ADVANCED THREADFORM- ADVANCED THREADFORIA. TECHNOLOGY'OW BUILOEX TECHNOLOGY OW 9llRDEX —� ANCHORS w/ sl2'raw. ANctioRs.wl s s/z'MW 2-0 MIN woDD_ THREADED PEHLTRA 10 THRFlOEO P" STUDS psox/2'Baits TArL, APAnai SEE LIMITATIONS OF USE OF .Mat.s�ArunaN STUDS REO D..'. INTO SCUDS q 127 Oc. INTO STUDS a IV D.C. 0,6 O.c 10 GUM(SEE BLADE TA ON SHEET 19 E > . . I/zMIN.5. REw Fat GLASS4' q ON . \ " \ `. r/ 111RE OtsEEr � ON SHXF 19 CD& -- -- /2 NW _ 1 1 2,-MW: At QpR_-• 1� �5 •MIN- 'u9i.- Qi 0R ' ( 4 /Jr ('I.OR OR(DOR ZWAU OmSN z,r MW:W000 wAM -G-1).04)-co 17 oR 3oR aR� VIEW Y ,G•d3'�i�°©�' STUDS aEOD: FwsH QD•�a7' Q•Q� PLAN ® 4 0 DETAIL X ENO CONNECTION DETAIL (j) END CONNECTION. DETAIL (Z FLORIDA BUILDING CODE Nigh, Velocity Hurricane Zone), 11 •�� 44 #o� 0 2017 EASTERN METAL SUPPLY.INC. . �GENsF V; . BERTHA HVTM , d /70rA E c a ���. NSA Accordion Shutter System Itv eraoE#1 w/OR w/0 H v.w�noow�aoE American Shutter Systems REV.N. DESMPTM DALE I DRAWN BY: iu TE c 7ILUT TESTING & ENGINEERING COMPANY sociation, Inc. S /COT' /Q C 6355 N.W.36tk.St.St 30.5.VIRGINIA GARDENS,PLC EVA 3316 As . 1 OLD TS-060 8/02/17 GATE: 08/02/17 \\N. Ph— (305)671-1530..:Fox (305)671-133t .4268 west Roods Orive 2 ,(A ,• tt14 1� 1T\4ti\T a moil:Ute...DWI— West Palm.-Beach, FL 33407 3 DRAWING NO s (.\'SZ y1 ES-0006719 Phone: (800}432-2204 .Sjv Fox: (561}209-8380 . 17-122 WALTER A.7RUK.PE . 4 P E- FLORIDA LIC.#44167 5 SHEET FA Rl 6 18 of.20 �.,y ,,, •,_ • GENM AL.LIMMATIONS AND CONDITIONS.OF I SE FOR BERTHA. (, HV BLADE ACCORDION SHUTTER FMM WORK114G IN A G r ` Y I O}) I T iy1 O iy,. 1.W.AS.O.DESIGN PRESSURE RATING.+110.-.1.10 P.J.Y Y Y Y Z MAX SHU77ER SPAN:96'. I 1 3.ALLOWED MOUNTINGS:A 0...G&H'ON SHEETS 6.7;AS WELL.AS ��MOO,UNDMGS M.O.T.U&W ON 16&17. ALLOWED L71YfI0 ENfEftMATES OR 0�UST BE INCLUDED ONLY AT E%NO LA CE ILAWN SIDE OF 0 SING � s 1.6 a 20 t 5.(A)W WNDOW BLADE d SHAD.ONLY ALLOW A MA7DMUM OF 5"OPENWGS TYP:.EA END + + f.s (3-0 HO-)FOR©1 PER BLADE AT SPACINGS-SHOWN ON SHEET 4. (8)MW:'CLC4RW E FROM TOP OR,BOTTOM EDGE OF W WINDOW BLADE. OF A*3+0 HOLE FOR®SHALL.BE 12+. MAX:5 VANDOIVS ALLDiYEO AT HYD n WINDOFIRST BLADE S[AOE COMING OUi'FROM STARTERS A7 ENDS MAY BE HV WINDOW BLADE 1�,� ; (D)W WINDOW BLADE ftMUST BE USED ALTERNATE TO A SOLID W BLADE 1D THROUGHOIA SHu rm's`(47DTH. 3fi s (E r t,1,1X.SHA L ALWAYS BE INSTALLED ADJACENT TO A SOW HV BLADE to_AT E[T7iER:SIDE OF THEU, (O POLYCARBONATE TIU WINDOW�4J SHALL 8E INSTALLED SD T TABS FACE J r '� THE I0.4ERIDR,OF THE OPENING RUNG PROTECTED.HV WINDOWhi�+4�4�MUST 8E SEE•END ONLY INSTALLER AND LOCKED USING A W SETTING TOOL PRONGED BY ASSA, CONNECTION +,'`..__ ffiQ r INC. DETAILS ON SNEETS E8 ". 10&18.1YP. 6 $ ry &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL fIEiGHf. BUILDINGS ON SHEET 75:AS"Lt1bTED BY SPAN:AND DESIGN LOAD(SEE NOTES z B P 4 g M1 1&2 ABOVE). = a£g $ 7: ,SPACING-SOHEDUt£FOR RNSTACLATIONS INTO POURED r - CONCRETE OR CONCRETE BLOM WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN.LOAD(SEE NOTES 1&2 AB04E). SEE ANCHOR ANCHOR " 8.MINIMUM SEPARATION TO GLASS.SCHEDULE.- (SEE CHEDULE(SEE PLAN FOR REQUIREMEtiTS) .`«?,.j.TLP TOP&BOTTOM Ly SHUTTER SPAN MWIMUM SEPARARON 7D'GLASS UMDEO WI vJ 96"Max. 5' ELEVATION WK SEPAPAnw.M GLASS ExLSTiNG 61IS5-} - —— SCKEDU E ON SKEET 72 FOR 8iA0E(a} L- _, rnTNssEETFGNaaFscD ® -- ---__.,__- __-- ---- --- - -•-------- --------------- r O�Typ- \ _ *"� T lI,�4 P` w/uz oGAL cEHTERMATEs 'W/D `S(SNDTE 4'ABOVE}. PLAN'�f' - Lzi z2)-- I1 TYPICAL HV BLADE WORKING IN UNISON WiTH HV WINDOW' BLADE SHUTTER* \�`�--- . N I4A7..r� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN"METAL SUPPLY,INC. BERTHA HVTL.i 1!. E G Ct ,■z A■, ■A■ Accordion Shutter System H.V. kADE,#1 W/OR W/O TLV.WICM BLADE Ameriech Shutter Systems RLVRo - DESLRIPnoN DATE" DRAWN By. ALL T 7�.ry ; 71LL#i TESTING & ENGINEERING COMPANY STATE OF 6755 N.N.361h.St.Ste.305,VIRGUNIA GARCONS.FLOP4AX331 AssociytionA Ind. 1 OLD 16-oE0 8/02/1 MTE: OB/02/17 •�:C♦„" \ 4268 West Roods Drive 2' Ph­:(SDS)B7t-1530.".Faz:-{305}$77-!$31 DRAWING Na .��jOR10�����`` o mal;Glteco0aol.com 7'/est Palm 9each, FL 33407 s Fn ... �"�i11 EB-0006719 Phone;(800)432-2204 .Fax: (567)209-8380 •I 7—�� {'�! 14 WALTER A.MLLIT Jr.P.E. t P E$FldItOiFMDA`fE FLORIDA U.d 44167 5 SHEET .:•rrerrr 6 19 OF 20 E(JURED MINIMUM VARIES I INSTALLATIONS W,/ I -HV BLADE. & HY CENTERMATES 0' -2.00 •Max.r 6 11j2•xa.a3s'THtCK INTO METAL. STUD .WALLS '. .Z M n ASTM A-651 GRADE.402".Max.- * © .083^ C Min.G-60 GALV,STEEL C,, 436 METAL,STUDS AT ss•O.G. _---- __- a s o.c. 40 41 n �w W ------ 1/2' 475• 38 * GENERAL S CONDITIONS D 1f4 !D.NOMINAL _ ALUMINUM SLE J ROR BERTHA .1 V BLADE' ACCORDION S 6063-T5 ALLOY -REOU .MINIMUM t M;R.I-T. 430 12 ' N SYSTEM INSTALLATION. TO METAL STUD WALLS a sJ4^x s 1/4:oaas tiuCK Mn.i a 6•D.C. N 3:aaD" I 43c }-- SEPARATION TO GLASS SCHEDULE —y CONT.GALV.Stffi,1TiRCK CHAttNEI,, .. 'ASTM A-653 GRADE 40 lin.C-60 J a 6'O.C. �'g '' 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75. - 75 ps.f: Mox. GALVANIZED FASTENED TO STUDS { EXISTING FINISH 7 a MINIMUM (2}86i1J2'TEK SCREWS ON I AS.APPLICABLE , I In INTeRKTA zp ExrEROR FACE I y 2. MAX. SHUTTER SPAN: 84" SEPARATION 43c tENGTH+ EXISTING GLASS—i MIN,SEPARATION . � TO GLASS �•-�- TO CHEDs •- 3. AALLOWED MOUNTING:(V ON THIS SHEET.. 11cog—mr BOLT (SEE SCHEDULE) 43 3 1/4" 't' 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED .MUSE PENETRATE 43c,1' REauREo MINIMUM I A5 APPXISTINLIFlBLENISH a ) o WITH 21 ARVNXED A SYMMETRICAL LAYOUT. 3J4 x sTJ4'i o.03s'THICK AGA.` c'o.c. 1 USE OF (2) {6" L09G. MiNIMUM) MUST ALWAYS BE 1,373COM.GALV:sitiLtRACKANr+ ,( 43c ,� , INCLUDED ATERIOR OR INTERIOR ACCESS SIDE OF ANASTM IZED F,RADE FASTENED , H. ' s'o c. I '—` CENTERNIATE. WJ(2)f6x1/2'ik7[SCREWS ON W7EwOR&EXTERIOR FACE I 1' o 1/4'0-20 THREADS WasBLADE SLACK DETAIL HVF IS VALID ALSO FOR 14"0 ELCO CONSTRUnOw, 1/2' 38 CENTERMATE @APPLICATION WITH BLADE,@ PRODUCTS FAB-LOK. HD 12 REOURE0 M04MUM S;.. VARIES 436. � COMPONENTS 67x t 1/2'x 0.035'THICK ® 6" O.C. }Ain..ASTM A-653 GRADE 40 2'Max. Min.G-6O GALV.STEEL WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8"= I" METAL.SPUDS AT 16'O- C; (TYP:TOP dC BOTTOM) n x 1 3/47x 6 1/4'x 0.035','TCHANN in. ZEXISIING GLASS———" _ _ _ _ - STM -65 STEEL TRACK CHANNEL - ASTM A-653.GRADE 40 Min.G-60: - _ - I GALVANQEt1 FASTENED TO 511lDS SYMMETRYI~AL SYMMETRYCAL I ' W/C2}$6xtJ2'TEK-SCREWS ON I I 1 1 I I 1 MIN."SEPARATION VARIES I I INTERIOR 6 EXTERIOR FACE 43a 436 43c 1 1 I I t GENTERMATES W/ I GENTERMATES V//' TO' 2' s EXTERIOR ACCESS SIDE ; ; ; ; INTERIOR ACCESS SIDE ; (SEE scF1EOULE> Max. I 4 MN.SIPARATI N TO'GLASS IN 3 Mal SFPA'+APONN TO GLASS. IN wJ INSIDE..UXK MS0F711E)- s' In. wJ GUISD I=W SOMI 1 - - - ---- 24= � - s, 1 _ ._ 2 y W-- 2 + - 't Z 1 2 i.. t 2 i LOC 4 0 AT,1 A _ -- --_--..._— t ------_-- - _ HV NEADBIJSlLL ENDS .. -- -` --` --- -------- -- ---— --- ----= - - VIEW Y L----------�( . � 3 (6 Mm;), ( 24 SiDE CONNECTION T4 TRACK 4 -2 `v 3 1/4-(TYP•) 6 1/2"(TYP•) 7. L— .. 7- 6 1/2"MAX,SLACK ** (Cont:) ft�/A DE.SLACK DETAIL HVF HVC FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2017 EASTERN METAL SUPPLY:INC. S.A. BERTHA HVTM !1L I E C O H�: A■ ■ t�LAccordion.Shutter System tt MADE#1 W/OR W/O KV WINDOW BLADE h V. i LCF TESTING'& ENGINEERING COMPANY American Shutter Systems TILREY.No OESCAAFISON, DATE DRANN'BY. :M.E. Association. Inc. 1 OLD IS-we /02/1 DATE: 08/02/17 . +^ V 6755 N.W.]61h.'SC St 307.V6iGNIA GARDENS.FLOROA.331 - tx Pnone: 305 1-1530.Fa;-: 305 1=1531 4268 West Roads Drive "- ( " West Palm Beach; FL 33407 2 DRAWING NO /r •'••.,.. ,1,l a 07:l0006lEool.cam s • E'SSi0NA1 ti� A EB 0006719 Phone: (800)432-22G4.Fox: (561)209=8380 4 -1 ZL WALTER A.TAtlt.tr.PE- P E�'1JfN.�SIGtS4R4RE:%QATE FLORIDA Vc.A 44167 5 .. 20'OF 20