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HomeMy WebLinkAboutProduct Approval r ionaa rsuuamg t.oae vmme 1 aro 1 vl Ho&i[ dT`tl11E'fl�or BCIS Home ( Log In R User Registration i Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff ; BCIS Site Map i Unks Search j .. Busines Professial � product Approval USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List->Application Detail . FL# FL1850-R10 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 [roddriguez@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 (J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 y, Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE E/J Validation Checklist-Hardcopy Received Certificate of Independence. FL1850 R10 COI HV Accordion CI HVHZ.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections'from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dt.l.aspx?param=wGEVXQwtDgs9%2f%2ftCO... 10/6/2015 nonda Building Uode Unlme rage./- of L ti Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC, drawing DRWG.15-081.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-081.odf psf positive ASD load and 13'-0"for 35 psf negative ASD Created by Independent Third Party:Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. DRWG.15-079.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A.INC. P.E.R. DRWG.15-079.odf psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 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. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg#15- (top and bottom)for storm protection 080 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. Drawing DRWG.15-080.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.span is 16'-0"and FL1850 RSO AE A.S.S.A.INC. P.E.R DRWG.15-080 odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf.for HVi and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you 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 bere. Product Approval Accepts: ® ® _Md sectlrit https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param�vGEVXQwtDgs9%2f%2ftCO... 10/6/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL. .TABLE tV tV J 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. AREA 1., W BLADES n & �A 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 BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSGRE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS!ice USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE(1)10214.01-03,#0715.01-03.#1004.01-05.#1214.01-05,#D317.02°06.00609.01-10 AND 00210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2e HV BLADF n AND HT( WINDOW BLADE &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE(I)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 A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND#101.75 RESPECTIVELY,410-Ftr MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HHV D,ACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 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 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kei 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.BOLTS TO BE ASTM A-307 GALVANIZED SrEEI,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEEP 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q): 12,13,14.14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 FN BLADE 1)&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY'OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHATTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT•WIM THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3• HV WINDOW BLADF1nA ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION SHEET 19 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHUT.BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDINGCODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _ _�^^ _� -_-_ AREA 4• HV WINDOW BLADE C1�'ONLY 12.BERM 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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT 15 APPLIED TO. 13.(D)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (D)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE SPATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONS18LE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. .,e,cL I%.Til i FLORI JA BUILDING Hi h VeIOCity Hurricane Zone ►T �� ©2015 EASTERN METAL SUPPLY,INC. `N�a`y>P:vcENSF .. BERTHA HVTM " /-T1A S S A Accordion Shutter System ME-C O t N G. H.V. BLADE#1 W/OR W10 H V. WWD(riN BLADE TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systems REV.No 9rsCRIPTION DATE DRAWN BY: N.L �.• Association, Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 Pte:• 6355 N.W.36th.SL.Ste.SOLS,VWINIA GARDENS.FWR6W 3316 t�•'•.�`IORiU West P Wast Roads Drive 2 ! tc, Phone:(305)671-1630.Fax:(305)871-1531 DRAWING No `rS' �•••••••�•� eil:Ulteeoeaol.wm West Palm Beach, FL 33407 3 EB-0006719 Phone: (800)4'32-2204 . Fax: (561)209-8380 4 rJ-080 -ma WALTER A.TILLIT Jr.P.E. .. P.E.SFAL/S16NATURE/DATE FLORIDA LR,#44167 6 SHEET 6 1 OF 20 l c ' 3• R MDOW BABE© qs aV VARIES 1.918" 1A 0 4234 o ''�A: �B• a o Max. Do. m 4.371 4.365' b 0 4.857' 4.999" + �19t HV WB#- *SEE TARTER QUALIFIED FOR USE W/ 9QUAUFlED FOR USE W/ l4V BLADED +�$�+H ✓.'^ CT MOUNTHV BLADE 1Q 6005-T5 ALLOY AND TEMPER QUALrIFFIEP,J"FORAU�S�4W k 6063-T6 ALLOY AND TEMPER LIMITATIONS OF USE OF BLADE ®ON SHEET 19o - `76?ALLOY A D-TEMPER.. 6063-T6 ALLOY AND TEMPER 3.228' 1.506• - - •124" e. DYR) i• 70' h� 2.670' m 3.556• f gg4• 67 .000" °t .670• 2.228' iv 072' ry c 842 6 0 0 c q 4.897' o n .815' .092' m J\ O HV_ADJ. ADAPTER W/LIP ' ;' Lz' 1.375' 0.072' --�-� .07' .920 3.. QUALIFIED FOR USE ©HV ADJ. FLOOR TRACK BLADE 10 QUAUFlED FOR`USE / Hv 9O HV TRENQ}I TRACK " sasD' 6063-T6 ALLOY AND TEMPER B(x 'I, QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063,TG ALLOY:0.TEMPER' BLADE(1 ONLY. }jV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 6063-T6 ALLOY A D TEMPER VARIES 1'1 1' 1.915' - 0 1.936• 6063-T6 ALLLAODYEAI, TEMPER 1.917' ax. VARIES 1.938' az. 0 063' _083' o .083' .100' .093' c n .125• . 060' c o x m .080' `a .060• .060•q 670 map. 670 1.686• �.q14 670q 3.529" 3.520• 6 0 s• 11 HV CEILING HEADER if 13 'HD CEILING HEADER/SILL 3529 Q LIFIEO FOR USE W/ HV BLADE(i)ONLY, QUALIFIED FOR US• BLAOEt d+'Q SEE SECTIONS FOR VALID 6063=T NA p T _ a� QUALIFIED FOR USE OR A BLADE 14 QUALIFIED WALL HEADER/SILL 6063-T8 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUAUFlED FOR USE . HV 6063-T6 AFLOY AND TEMPER BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER IJJCOMPONENT A B T1 T2 MN%MNYMNt X Y k 1• 1' 0.082' Q 2" 5'MAX. 1/8' 1/8• 2' 2' 0.125' 3• 3• 0.090' 18 2' 5'MO. 0.192' 0.192' ILI 16 SfDE ANGLES q AUFIED FOR USE W/ HV ALUMINUM_ ANG ES 1s 2.5• r MAXI 0.190• o.tso' ©0 C1QRNER POSTS BLADE 1D QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Al ® 2' 5'MAX. 0-139" 0.131' BLADED 6063-T6 ALLOY AND TEMPEjt 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING Nigh Velocity Hurricane Zone ,0S 2015 EASTERN METAL SUPPLY, INC. •'ucEiusF:`'� BERTHA HVTM � A S S A Accordion Shutter System ■ ■ ■ ■ KV. MADE#1 W/OR W/O KV.WWW 0" •O r� TICCIT TESTING Qc ENGINEERING COMPANY Amerlaan Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.L. STik1E DF 'Q A930CIOtlOnz Inc. 1 OLD 11-193 4/10/15 GATE 04/10/15 �O�•- �C'� -, Ki 6=N.W.]BIR 6L.Ste.]a],NRGRMGARDENS,GDFNS,FLORIDA]316 Phone:(305)871-1530:Fax:(305)871-1531 42fi8 West Roads Drive 2 DRAWING NO C .....-•' \�` a-mgtl:8ltce a-Loam West Palm Beach, FL 33407 3 ss'�O A1•..• E6-0006719 Phone: (SOD)432-2204 . Fax: (561)209-8380 4 15-080 NAL WALTER ATICCIT Jr.P.E.P.E.-SIAL/SIGNATURE/DATE FLORIDA lic.#44167 5 SHEET e 2 OF 20 4.576' 4.660 929" 1/4"-20x1/' 1/4"-20 IE CUT .745' .293' O.JJ4' MT HFAO THRFMFD NOUSMC DUWFL i/4'-20 2.293" .74$" O. 6.S.N.S BAKED PNNFFD I TE,IOEO IE.CASE 0, 0y4 5 h (2 TIP.) 8 g xOUS" EHM/Fl c io GNCEO PAINTED RM TURN OS?. .062" o U MOS. N r ^ N 875' n o; 1325' c M1 •318 0ER GRASS CYLINDER .2 0•Sq• & EEBRASSy`(S5(CHROME fJIROAIE PlA7ED) ��, Rql _ PlA1ED) zx O MUSE HV BLADE,p do Ir�ONLY 77F E 's, INNER • so• tazs (� yy LooK e O8 =B.ALLOY DTE PER QUA IED FOR USE W/ HV BLADE 1 8c 1 ONLY . .875" QUALIFIED FOR USE Y!/ HV 6063-T6 ALLOY AND TEMPER (231R AT BLADE dl & Q ►ONLY. LA E..11&t) ' Q ALIFIED FOR USE W/ HV BLADEU1 ONLY 250'O.D. te' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o N1.756" .92" 2 MOLDED 70 to 4.045' SCREW2.079' 53' 60"AFTER RNETING o � 0825' BEFORE RNEIING 1/4"Q-20 X 3/41/4"W-20 RIVNUT# BSCREWSERIES 9444 ALUMINUM(2024-T3 AMLOY)LARGE RANGE THIN 822" SHEET NUfSERfR PART*/0920,AS MANUFACTURED EW AVaFU. PLAN `t FRONT ELEVATION " " 4.566 CHERRY TE%TORN.PARSIPPENY.NEW JERSEY 07054 OR EQUAL " " HV MALE •T LOCK CENTERMATE " ,, HV "T" 60CK ® HV ALTERNATIVE LOCK © LOCKER FOR T LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQoNLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W HV BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1IONLY QUALIFIED FOR USE BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER / OONLY 6063-T6 ALLOY AND TEMPER- 1.917 BLADE(!)ONLY. 1.97 1.917' S• 3.161 THUMBTURN ,063 • v a30 1•-I!Fy CYLINDER OR ,2t q"m .052" �Y KEY CYLINDER 214" .545' ,n i0 } a n 0.875'Min. 31o L ® ^ .40 m 5 $ p eorp 1 .125'Max. HD CENTERMATE W/ NO C R RO my x o0 0 QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED FOR USE W/ HV BLADE 1 & 1 8063-T6 ALLOY AND TEMPER HD CENTERMAT ' S RT .804' 6063-T6 ALLOY AND TEMPER w n o vaRlEs t2'MIN. QUALIFIED FOR USE W/ ltV BLADE 1 & 1� 1/4'0-20 S.S.Ofl 3/8'0-16 1.130" 6063-T6 ALLOY 2"0 TEMPER . THUMOTURN ACETAL THUMB SCREWS. t1/2• �O OR�R (SEE DETAILS 115 1.57 Min. CYLINDER un LOCK 1.78'Max. N ® LOCKING 6002 W 375'0 t/a'o ® K QUALIFIED FOR USE W/ HV BLADE(D © HV -1§ ACETAL HV 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,CC�� 6063-T6 ALLOY AND TEMPER THUMBSCREWS FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEQ& 0Q .QD�INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE1Q QUALIFIED FOR USE W/ HV BLADE 1) DRILLED AT TRACKS FOR PROPER EMBEDMENT R AOWING Hi h Velocity Hurricane Zone, FLA 2015 EASTERN METAL SUPPLY,INC. ,�I'� •• �••• 4iv BERTHA HrTM ` IL E C O �N�. ASSAAccordion Shutter System 0, a ■ ■ ■ ■ H.V. MAIM lel W/OR W/O KV.WINDOW BILAM �S� American Shutter Systems REY.Ne DESCRIPTION DATE DRAWN BY: M.L. ;* TICCIT TESTING & ENGINEERING COMPANY ASSOCIati011, Inc. t oto 11-193 M1/10/15 DATe 04/10/15 w :• STA 5355 N.W.3684 St.Ste.3D3,WRGIMA GARDENS.FLORIDA 3316 �,•• Phono:(J05)871-1530.Fax:(305)871-1531 4268 Wast Roads Drive 2 DRAWING NO f •�OAIDA.•'� i a-mail:ORem0col.mm West Palm BeOeh, FL 33407 3 O fs 1 E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 •1 15-080 MS • c \� : WALTER A.TIENT Jr.Jr.P. P.¢/ c1ia DATE FLORIDA LT.Q 44167 - 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 41 '/6•° 12•MIN, kNCE O BLADE 1 4D 3 �I TO BLADE T HV P_@ - 9tiR � I 625' 1875' HV BLADE 1A 3 I HV WINDOW BLADE 0625• sFcvaN x-x 0625 .0625 BLAOCS 3® HV LONG RECESSED NYLON BUSHING 39G n KNUCKLE .p OPENIN 0625 180.06 5' Y HV SHORT RECESSED NYLON BUSHING ' a 3 , ` Rt.7/D ® NYLON HAT WASHER Q OR N it HV FLAr BDRnoN / %� 3 50• ® rn LL 41 HV WHEEL CARRIAGE AISI 302-303 SERIESI4 40 ,�, ��/p2.7so• X 0.870"x3/16" THICK NYLON WHEEL. 3 I a r _ 2 7/6"MIN. FN WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS N1 ,47, 315"m B SON0625" 0625303.7500' HV 1 3/4" ACCORDION PIN W/ #8 HEAD * B1ADEf 5 3/a"EXTERIOR 4 OPENINGS oN c 3/V' �- 7600•HV 2 3/4" ACCORDION PIN W/ #8 HEAD * "@ " E CL/1//4• FxTFROR&ANON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i V-@ ) B� TYPICAL HV WINDOW BLADE 1(�A AND — I POLYCARBONATE HV WINDOW DETAIL @ OR ® (( or � N.T.S. EE NOTEFO REOU REMENTS) I (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE * IAqMN. E4* E RESINS, UV-STABILIZED GRADE OR SABIC JHY-PIN RE (TERIOR BLADE KNUCKLE FOR y I TO BLADE B MINNOVATIVE PLASTIC LEXAN 103 RESIN �� I i il O OR ® j (SEE NOTE "F" ON SHEET 19). I 0 0 . (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10 OR POLYCARBONATE SOURCES FOR 4 HV ® BLADE. TYPICAL SHUTTER ASSEMBLY r EXTERIOR A>P OXLE N.T.S. WPM PROPERTIES STRAND rs�wMR M (2) HV PIN ® MAY BE USED IN LIEU OF®AND ONLY AT HV PIN�oR(R.I R RETDIFJCE �� ER _ uerx9x.u;alm Law iQN,gal EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324• BLADE'S KNUCKLE. PJDSreI (SEE NOTE * FOR SPECRO IWAWTr AM D792 Do4J 16/104' 0.043 m/Tn BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. B 3 REQUIREMENTS) '.S. 1S.YOU)SMOOTH ASD)0113e 9,100 p..- 9.600 P.O. FLONRAL STRENGTH AT WILD ASD/0190 12,600 p.9J. 13.400 P.FI. (3) HV PIN © OR Q W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 FLEXURAL MODULUS As1M 07900 340,000 PAJ. 34509G PbJ. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B> 9 lues SHEET O HOMES UOQ ASTM DM 18 FT-lb/in 17 FT-lb,'.. paE xON WHEEL CARRIAGE DETAIL c Sf DENsn ASM U043 04.2 x Me x'MAX N.T.S. ASyEMBLY LAYOUT RATE OF BRPNING ASM DO3r C-1 CLASS C-1 CLASS N.T.S. SELF WRRION ISN 01929 1010•F 990•F 1 ; ASM G15S TENSILE STRENGTH AFTER WFA11,10M MTI 936 9303 p...L 6910 P.J. MHV BLADE SOLID & �A HV WINDOW BLADE DETAILS TEHsxE smEss eETOHE WEATHERING ASTM Eue -a,p.eJ. e6e0 pa.T. N.T.S. - j4��Il�iinni FLOR11 A BUILDINGD (Hi h Velocity Hurricane Zone ,,41E P�••, �J.�� ©2015 EASTERN METAL SUPPLY, INC. tiicEilisF•• �� ; BERTHA HVTM A.S.S:A. L E C O .N Accordion Shutter System H.V. BLADE(#1 W/OR W/O H.V.WINDOW BLADE ICCIT TESTIAmerican Shutter Systems REV.N. OESCMMON DATE DRAWN BY: M.L. Inc.TNG & ENGINEERING COMPANY'•, } Association. I OLD 11-193 4/10/1 DATE: 04/10/15 _ fJ3�6 N.W.J6N.91..Ste.305,VR=th GARDENS.FLORIDA 3316 O •' 4 Phone:(305)871-1530.Fax:(305)871-1531 4265 West Roads Drive 2 —.11:t=-ss'••.... • —.11:tlWest Palm Beach, FL 33407 DRAWING No lteco®Ool.eom 3 ��NAIE ' 4 ALTER®-0006719 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 AFFF WI-TILUFT0067 Jr.P.E.P.E.SEACJ3H1k4TLRE�ITE FLORIDA U.11 44167 5 SHEET 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES: 1. CONDITION I71 ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN •®'®o' ®°" ® OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTA nGNs T ANY A e c o ®• u N s i U ®®p®«© ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO to OR Vj TYPICAL Y CALMSHUffER(ELEVAT10N.20 x 1/2'LONG FIAT HEAD S.S. M.S.LOCATION OF Lock SHALL BE AS INDICATED ON 2. ONDITION J2 ALTER"'... SfALLs'IIONS, TWO HV LOCKS -OR OR ONE HV LOCKSOR W/TWO Om®m LOCKING RODS AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND INALLATIO AT ANY ELEVATION. HV i6 LOCK®OR®SHALL BE ATTACHED TOOR©CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1..LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. D-xg ve 3.QEUM W0=0 y IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV LOCKS OR 99 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CITITERMATES II � ,�y • OR®SHALL BE AS INDICATED ON NOTE (1) ABOVE. 4 at 25 �at�DR® °A® LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITIGN J2'MUD ONLY WHEN ftpMRY CONDITION #j OR LIMITED MANDATORY CONDMON a #2 IS USED W/7W0 H.V. LOCKST: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY �p� BE USED IF DESIRED TO ENHANCE SHUTTER PETTED MANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE }y 6g` MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). NDC-KVC moi; & S.MANDATORY CONDITION t2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I5 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, c a'3 � & 9 ATTACHED.Tb®CORNER CFIJTERMATE W/(2) 1/4 A-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS O 2 h AT TOP &BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. LS v MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. T KRo-/lypb � � � s S. ONE ALTERNATE HV LOCK MAY BE USED IN UFO OF HV LOCK or FOR ANY SPAN AND ( 1 5�=183 INSf TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN NS11DE OR OUTSIDE LOCK.ATTACHMENT ® OF 1/4'm-20x3/4'SS.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE'W1 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7, MANDATORY CONDITION'#3 FOR KEYSTONE MOUNTING INST 1&TIONS ONE HV LOCK 0 or®or®SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE Ott BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNII ECTION TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or®or®MAY.BE.USED AS AN INSIDE OR SHEETS 10 k D F E x I J K L w P a R v w x OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. 18 TYP.FULL 11 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ HEIGHT. OF CORNER OR®TOP AND BOTTOM IS cOMPLETELY MANDATORY. wlwlm vnD CENTERMATE *NbTES ON HV 7" LOCKS AND T QaR®aR©+Oast®oR1Q+O �1. m , O © © © © © ONE ALTERNATE HV'T"LOCK® @ MAY BE 111&A ?IMT FLV LOCKS ®OR FOR ANY SPAN.AND 10• 5 c't + 3 a+1 + aR I ALLATION AT ANY ELEVATION.ALTERNATE LOCK AY 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®W/ 1/4"OVE AND PROW %N IISE 12E %20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" ©+©""�+®�®^®� RY WINGNUi OR W/ 1/4"A-20x1'S.S.A.S. INTO A 1/4'0x 5/8"RIVNUL OCK MAY BE INSTALLED AT MIDSPAN OR 12' BOOS PS TOP Abli)�=M IS MA *NOTES ON HD LOCKS do CENTERMATES: 1.1�YPI 1p H� Q1,4D SIIUTfTE 1_ r t LIOAI NATE HD LOC HY LOCKS OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY jQ9NELEVA ON..ALTERNATE HOLO K®MAY EBE USED D IN LIEU OF T$, „ AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8" F.H.S.S.M.S.,AND INCLUDES EN _ REINFORCEMT INSERT®AS SHOWN ON SECTIONS HDB-HV AND HDc-HVC, SHEET 10.LOCK MAY BE INSTALLED AT v�==� MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL N1T'T IT/A/k T11 FLOR11 A BUILDING C DE i9h Velocity urricane Zone, �� ✓ ©2015 EASTERN METAL SUPPLY,INC. �jGENSF••" = BERTHA HVTM /'EL E Accordion Shutter System C O �N�. A.S■S■A■ H.V. BADE#1 w OR w/o liv N1NDf7W etADE American Shutter Systema RE%r.N. DESCRIPTION GATE IDRAWN BY: M.L DF TILUT TESTING & ENGINEERING COMPANY •� Association, Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 0•'•..FL 10�:"• 0353 N.W.38N.St..31e.JOS,NRCINIA GVaENS,FLORIDA 3310 4268 West Roods Drive 2 ` Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO ^SS�ON��-4 �1• e-mctl�tHtec Ca l.com West Palm Beach, FL 33407 3 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 ^�•ro•.��s H•ier•, WALTER A.71LUT Jr.P.E. P.E.SEAL/SICNANRE/DATE nORIOA Uc•B 44167 H E 6 5 20 POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE CONCRETE CONCRETE ANCHORS REQUIRED 1/4'0-20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULES ON W/1/4°-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETS 13& 14A) NUTS® 12'O.C. --- 12 OR 14 Min• 1/4"0-2Ox3/4"S.S. Min, OR 18 EQ EQ MACHINE SCREWS -__ EQ EQ USING 1/4'-20 NUTS _ _ 19 1 2° _ _ ® 12'O.C. 1/ E.D.- /2" .250"Max. — -- 13 OR 15 oe D Np,k .250' �^ .250'Max. .t R.- L! OPTIONAL i' i l i i� j OPTIONAL I MK SFPARA11ON { TO GLASS(SEE ' ' I I MIN. SEPARATION SCHmUIE ON FET ' i ' TO CUSS i �I 11 FO'R BLADE 1 i i I 1 OR 1@* i ' —(SEE SCHEDULE ON i 1 EXISTING EXISTING ON SHEET 19 I i 1 i MW.SEPARATION ' ' I GLASS—'I SHEET 11) GLASSY DL,wE9OT&® I 1 TO GLASS 1 j (SEE SCHEDULE ON III I EKI N: SHEET 11) TA7 V ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION EXISTING EXISTING i 1i r GLASS—. MR�p�71ON , GLASS__ ' ' i MIN.SEPARATION i—10 i 1 TO MASS(SEE ' i 1 OR �• 1 1' I i 1 EXISTING 1 TO GLASS . ' -{II �i i i ' GLASS (SEE SCHEDULE ON i i SCHFOR S AD SF�ET MIN.SEPARATION ' 1 SHEET 11) i 11 11 FOR ET 19 MID B SHEET 19 FOR ' i o ! TO GLASS I BLADES 10&® i (SEE SCHEDULE ON r I I • i SHEET 11) i i .D-- -_ f OPTIONAL t . i i �� I i i I a I 1/4• Fiii Ilti ' ''' 1 OPTIONAL 'i i' i I' 1/4°Mox. w !rF ✓- ' -� 13 aR 15 E.D.4 i --- MCONCRETE D. EQ EOt/ r �VI :7713 OR 15-- - 1/4'0-20x3/4'S.S. Min.--- p Ep PHILLIPS TRUSS HEAD 1/4'0-20x3/4°5.5.PHIWPS ONCRETE ANCHORSMACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS SEE SCHEDULES S 11/4"-20 NUTS® 12'O.C. (SEE SCHEDULES ON W/1/4-20 NUTS 0 12'O.C. POURED CONCRETE ( MfPSHEETS 13&14A) OR CONCRETE BLOCK SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED ONCRETE ANCHORS REQUIRED QD }1V WALL SILL INSTALLATION (SEE SCHEDULES ON ( HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK _ WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E.D.- EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) SEE LIM ATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED BLADE 1 T ON SHEET 19 1 H V BLADE IN ANY WAY TO SUR ANY INSTALLATION. /////// /�f' TTIU FLORIDA BUILDING CODE(High Velocity HurricQTte Zone t 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter SystemEL C O INC. A.S.S.A. H.V.1 (a.nDE 1 w/OR w/o Kv vttr�Dw eIaDE � j ;'� American Shutfer Systems REV.N. OESCRIPRON DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY P 635..N.W.36th.SL,SI.305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-103 4/10/15 °ATE: 04/10/15 ••'•. f 0:'• 4 t Phone:(}05)871-1530.Fax:(305)971-1531 4288 West Roads Drive 2 DRAWING No 1P a-mail: Otecaft loom West Palm Beach, FL 33407 3 =FSSIONAL�td WALTER A.7LLR1Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.�SFN.�SIGNATURE/DATE FLORIDA Ua.g 44167 5SHEET 6 6 OF 20 POURED CONCRETE ANCHORS I I I I I ON CONCRETE (SEE SCHEDULE ON SHEET 13) JI TO'LAII(EE 1 i 1 OR REQUIRED IONscii EDGE OF 111 FON 9JaE t i i i 1°jp ' i 1 I I I .0. SLAB IF 1 ON SLEET is ' I-(se>:suttoMt a I urt StrNunON APPLICABLE IXISNNG �1 aAQLS tQ3® c i srttET tO ' I 1D GLASS 1 GU155�' \ EXISTING I'(SEE SCHED LE O E t i ALTERNATE i tl i i' 10xCHOR .3/4•HIX I SHEET 11) 1 1 i LOCATION = 1 WASHER EH�VEAD® i i i' 1 1 OR 13 oft 15 i 3/8•MIN.. 12'O.C. i EXISTING �I t MI CONCRETE ANCHORS I GLASS-/" ©+ 7 (SEE SCHEDULE ON t I8 SHE13) ET XISDNG EDGE IF OF GLASSY EDGE OF t i EDGE OF LAB B SLAB If /1/2 1 EDGE Of SLAB IF 1 APPLICABLE lilt SEAWNKH I ' APPLICABLE E4• E.0• SLAB IF APPLICABLE TO MSS(SEE I APPLICABLE 11 ON FUR T wi ' POURED­/ POURED o I ON SH97 19 1 1 OR ® CONCRETE CONCRETE E D. BIAum 7Q&® i REQUIRED D. .,D.'v REQUIRED FLAT HEAD CONCRETE ANCHORS POURED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) CONCRETE (SEE SCHEDULE ON SHEET 14) _ REQUIRED © HV CEILING INSTALLATION Q HV FLOOR INSTALLATION t IU .N _ V 'R iN 1TTA iTi •N. 11 Awm— 01111 TRENCH INSTALLATION ALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE#4, SHEET 11 trw.srP,vuTION 1 1 'CONCRETE ANCHORS (SEE SCHEDULES ON r1sEE 9 EXISTING I I' SHEETS 14&'14A EXISTING I SxEE1 tQ GLASS-4 MIN.SEPARATION i ) TO GLASS ' i i EXISTING EXISTING EXISTING MIN SFPARAII(IN GLASS i 0 i �I"-(SEE SSCHEOU1HEEP 11E ON'"' i I 'i G i MIN,SEPARATION ' i ' 1 G� (s¢SCHED . ) 1 r— TO GLASS t i 1/4.0 RW BUILDEX TOPCg4 W/ sxExT It) (SEE SHEET 11)O ' i tEaL61 OGY ORRf/4 e� I O 4• i i' '1 FASIFINFRS TOPPER+PrtCHORs W/ MAX. ' - 1 1 J/4'MIN,Od9EDMEM O e• . 3 Dft -5 t �f Ox3/4'HEX O,a FOR UP To Q'-0•SPAN AND APPLY WASHER HEAD 4.O.C.FOR SPINS LARGER UNN#14x3/4` HEX HEAD 1 B• uw. tIw 1 SCREWS SEALS Ani�ASTB�NER HEADD® tz`o.c. 8i1 I! CM.)(SEE NATE tt GN SIQET 11 SCREWS O 9"O.C. _ 1/2"OR4"0-20 S.S. M.S. 1L CONCRETE ANCHORS 1 _ s + ]� J/ of 9x3o4'•CS.D.S. 1 B" �� UNRA11mNs) 5AF!�;MAX W/NUT O 9'O.C. (SEE SCHEDULE ON _ 1/4 sFAWNi n SHEET 14) 1 --- Max. •.•.,• ,�. 'I v -- 1 7/2" 1' •') a•' . ;5 1/4Y-2ox3/4"SS AS All 1 17 R 1 S .,• ,, USING 1/4`0-2a NUTS {}140/4"F.H.S.D.S. ! �•',k O 12`O.C. E.D CONCRETE ANCHORS SEE NOTE 13(b) ® B"O.C. 4;: POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 E7g511N0 NOR STRUCTURAL .D. OR CONCRETE BLOCK SHEETS 13& 14A SEE NOTE 13(b) 2.00'•h11N. WALL TOM(D6coIw1NE REQUIRED ) POURED CONCRETE ON SHEET 1 .•1%... E:D, SILL) OR CONCRETE BLOCK ±' MIN:•:' •:7..!{ POURED CONCRETE oPnoNAL POURED EDGE OF O HV WALL FLOOR INSTALLATION REQUIRED ` `' r'•^� �j REQUIRED CONCRETE SLAB IF REQUIRED APPLICABLE •'• :+' r;; ( HV RAINGUARD INSTALLATION t © HV WALL WALK—OVER INSTALLATION > Q KEYSTONE MOUNTING INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE:+64.-72 P.f NOTE FOR COMBINATDN OF SECTIONS: MAXINUY 6HUfiER SPAN B"-D" 11-SEE *E.D.=EDGE DISTANCE t"HIS INSTALWTION SHALL BE ASSEMBLY (SEE h FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE DTR � SEE E�AONNS EE USE FOR INSTALLATION � DETAILS W/ © HV BLADE BLADE 1A ON SHEET 19 2-MOUNTING SUIT AN CAN BE COMBINED A OR U Hi h Velocity Hurricane Zone IN ANY WAY TO SUR ANY INSTAUATION. A ,,11�GA E`�,,.......,•••: ©2015 EASTERN METAL SUPPLY, INC. E BERTHA HVTM A.S.S.A. Accordion Shutter System *F1 2,16 LL. N.V. SAM#1 W/DR W/o Hv WNDUN MADE �,6 TICCIT,) American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. ,,�( TESTING & ENGINEERING COMPANY *••� .v( �` 0355 N.W.35th.SL,510.305,l9RGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-193 4/10/15 ATE: 04/10/15 O••� PhrLu� o :(305)871-1530.Fax:(305)871-1531 4268 West RQadS Drive 2 DRAWING No �••'•........•••'• Nlteco0aol.aom West Palm Beach, FL 33407 0 ESSION�" - EB A.TLLT 19 3 15-080 P WALTER A TWT Jr.P.E Phone: (800)432-2204 . Fax: (561)209-8380 4 P.Er'�Ak(T EIAiUhE/GATE FLORIDA Ua 1 44167 5 7 H OF 20 SEE END WALL ON ECTION TAILS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS,HV LOCHS0 or@ 0_U T1 9O IN r EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE NV LOCK®ON SHEET 9. BLADE W HV CENTERMATES CENTSLADERMATES ATES DETAIL ION W H BL Tao CENTIRMATES APPLICATION WITH BLADEG) Qaa®aa©+ 7Oaa®«l10+Qaa OR 10+Q oR©+Qon 1©+Qaa SEE END WALL CONNECTION EXISTING GLASS I ETAILS ON SHEETS 10 ©+O+Q°a©+O+®aR _ 2•x2"xl/0'x0'_2• I ®+®oa O+®aa1g+�$oaO 3 1/4" 7• 8 1/2• 7" (edea-re ANGLE W(2) 1/4'0/4'0 AwMTAPCON. 1/2" OPPOSING SYMMETRYCAL ANCH/ORS I °fl®+® To CONCRETE CENTERMATES CENTERMATES MIN, sEPARAnoN (TOP/BOTTOM)& I 410x3/4'S.MS.0 12' (SEE SCHEDULE ON (4)g1ax1/z"S.M.S.Ta NBE D.C.FULL LENGHr W/ HV LOCK 1�4 or ¢5) Vim/ HV LOCK or 2�S* TO GLASS AT EACH ANGLE(TYP) 3 * 3 SHEET 11) 5 1 s0 I z• p LOUT.-' (D UT. ® a as ® HVB HVC ®°a HVA Qoa®oa©+�] oa®°R 10+©aa POURED CONCRETE OR EXISTIN f CONCRETE BLOCK WALL LJ O © O O )Q+QmQ+Qan11"+©°a REQU ED IXISTING +®oa Q+Ooa®+®0fl —_____——_—__ 6 + + aR 6. + cuss SYMMETRICAL IN �` MIN.SEPARATION ®+®oRQ+©aaQ+QaOg rgg CENTERMATES 6 To cuss 5 _— GLA55 m 1 * ©+®°R�+®°a®`O°a (SEE SCHEDULE ON MIN. ———— °a Q'® W./ HV_ LOCK 16 oPnoNAL g + g m 9+ oa 1 + 5 ae 9 sHEEr 12) SEPARAMON * (INTERIOR) O O O © ® ® O ® � ® ORQ+® (SEE SCHEDULE OPTIONAL 3 ON SHEET 11) IN (INTERIOR) — — OUT -- °NC S J— — 1 vnRl s 1 ANCI+oRs ------- --- - * 1 is•D.C. 1 Q 2 * Vn3 I so * Q* ® a ® Foul 6 1/2"MAX.SLACK OUT (, I°Rl HVE HVF** HV D \����'�A'T'���'� FLORIDA UI Hi h Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. /� / BERTHA HVTM No.44i6T A■S■S■/y■ 1 L E C O �■�. Accordion Shutter System H.V. 11"#1 W/OR W/o H.V.WINDOW UADE •O�,' �, American Shutter Systems REV.No DESCRIPTION DATE DRAWN eV: M.L �C ,t••'04 . TILLIT TESTING & ENGINEERING COMPANY Inc. ..,�0�,..• �.� 6755 N.W.78th.SL,61a.709,NNGa1U GMOD75,FLofaM 7718 Association, •1 OLD 11-19734/10/15 DATE: 0+/10/15 NAL Phone:(305)871-1570.Fax:(305)871-1571 4268 West Roads Drive 2 DRAWING No LONA, a—mal:Dlteao®aol.com West Palm Beach, FL 33407 7 "����,,,,,.•• EB-00"6719 Phone: (800)432-2204 . Fax: (561)209-8360 15 080 WALTER A.TIUJr Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.t 44167 c 8 H E 20 ALTERNATE INSTALLATION W_/HV "T" LOCK 0 HV MALE FEMALE "T" LQCKS C NTERM. ES 8 0 KERS at W 1 HV BLADE SEE Mn CONNECTION DETAIt_4 ON to k 1n SNEETS - - INSTALLATIONC1� HV BLADE LASS OUT IN � ` BLADE 0SLACK QUAIL HVF,INDICATED ON SHEET 8, W/ HD CENTERMATES As wLiL As uxivERsrJ,BOATING BLADE®DETAIL HDD-HVD 0.4>0`e 60-19:®a INDICATED oN THIS s'HEr MAY BE USED WITH THIS ALTERNATf 10 a® ©•�©.®a NSfAl1A ON DETAIL f1YD SHO"IN 1s SHEET. SEE END WALL CONNEC710N DETAIL ON SH Els 10 h f8 I ©•O•©a©•O�®a (Eao3-Te le.7 mii35, ANaIE (2)1TO C TAPCON ' 35 PRO Axr.�a(1 TO CONCRIME ° I (oPnorlr*i) ----¢*- (oPnoNu)- N771oA1/Ttt us TO TUBE I t-------------------„----- AT EACH NME(TYP) ltou.C.s.us.o u• D.D.nRL t 0 12- * FIN (4)N.V. I N PIN ICY• 3 5 3 30 HV T" PINS(TYP.) 6 r/2. PINS(1YP.) ° (5� LOCK (INSIDE) 1 ON VISIT ,) 1 - - -—-—-—-—-— --�-— --- — --- 5 t 28 s t t OUT 31 oR32 33 ,@a 32 31 37 aR 32 35 ORQ * 2 W/„7/8"0 x 3/32?W NGNUT. 4 (oPnDNa)HDB-HVB OUT (oPnoNu*) SDC HVC SEE NoIE 6 FDR HV LOCK®, Y LOCK,ON SHEET 5. (O SYMMETRICAL.HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T'• LOCK (OUTSIDE) � W/Q! LOCK (EXTERIOR) W/ SCaP' LOCK (INTERIOR) tST]RIE9 8444 ALUMINUM HVG'� (2024-T3 AEEDY)LARGE FL NCE THIN a®a'©•Oee@ i p-(gee SHEEP NRRSETf,PAIGE j 0820UO . ®a©•�©.®a' AS MANUFACNREO Err AVDE.CHERRY 07054TEKIO PEQUA PF3T/.NEW JERSEY ©•O�®�©•O�®� °7054 OR EWM. •®a'(D•®a1O♦®m ----_ -------- --------- 3 © *SEE Nous ax tac°xo RomB A NO p LOCKS ON SHM B uNrvwi.FTOATINo eLACE®pErAIL 11°aIS WD FOR ALL cENRnuArs APPLICATIONSW,III elAae rQ HDD—HVD** FLOATING STACK 1Itj1F�1F1 A.'Ti E Hi h Velocity Hurricane Zone 1/ 0 2015 EA47ERN METAL SUPPLY,INC. • J�ENSF '' BERTHA HVTM A S S A Accordion Shutter System * 1 L E C O N . H.V. KAM#1 W OR W/O H V. WNIM MADE OF �:Q - American Shutter Systems REV.No DESCRIPTION DATE DRAWN EY: M.L. 9 TICCIT TESTING k ENGINEERING COMPANY ��'•' ORID L�` ssociation. Inc. an 1+-,9� y10/, pA,E 04/10/,5 P V 6355 N W.36th.St Ste.305,VIRGINIA A GAHDET 6,FLORIDAFIAAW JJ16 _ 2 • Ph—:(305)871-1530.Fax:(305)871-1531 Ass West Roads Drive 2 .-..It:tilt-0-1— West Palm Beach, FL 33407 3 DRAWINGNo s/OVAL* EB-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1`-080 • WALTER A.TRUT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 It s S9 F 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK GLASS EXISTING GLASS CONCR E ANCH0 EXISTING GLASS �—— 2•MIN EXISTING GLASS o 16.O.C. _ �K SEPARATION JJ 2"MIN. —1 —� TO CLASS(SEE — +" — 1N•��� SCHEDULE ON SHEET MIN. GLASS(SEE i i MIN.SEPARATION EO EQ 11 FOR BLADE GANG I TO GLASS(SEE CHEDULE ON SHEET{� 11 FOR BLADE Q 1/16'x3"MAX. ON SHEET 19 FOR SCHEDULEOE(DAND l i SI FOR B ON SHEET' ON g�T+g FOR (6063-T6) CONT. BA�D6Gk 11 FOR BLADE LAND (LOCATE AT ON SHEET 19 FORON SHEET 19 FOR BLADES p& ALUM. CLOSER BLADES p Q 1g 1/2. / BLADES p a� EffFIEOR sIDE� PLATE. (LOCATE +/2 T—'- OF 5) AT EITHER SIDE MIN I ' 1/2"MIN. OF®) I .FUSE 1.OR 2•MAX. #10x1/2"S.M.S. Mw #10x1/2•S.M.S. I _—_—_Ij (AS APPUCABLE)x2"x1/S"x0'-2" ®1s"O.C. -----' ® 16'O.C. _—_—_ ALUMINUM CLIP ANGLE 4 (6063-T6 ALLOY)AT MIDHEICHT �1• \ (2)1#4"01TAPCONS ANCHORS TO WALL AT 1.O.C. (LOCATE AT 5 SEE DETAIL x F 1 OR ' ®) I OR 1 SIDE CONNECTION ® EITHER SIDE OF 1 OR\(g' SEE DETAIL X FOR 1 OR ®� TO TRACKS ®°'®mO /1m0 0•®" 4 ®w©.07 m BQaIO.®m SIDE CONNECTION g. SEE DETAJL X FO ®m@-(9)-Q7 m8 10.®°' TO TRACKS a v g.OmB 0•®°1 iO,®m©'® ©'®m .SIDE TO CONNECTION fOw®S"�©`�©•®m 10•®°"®•�©•®O1 10•®m©•®m©•©m ©.O.®P1©.O.®m 6•Oj •©m©.Oj ®m ©•®°.1©•�"'O•®"' O.®8a®.®ml®•®mOg mi©•® ®..®m�.®m�•®mOg m�.® O•®m® ®m®•®p0�©•® © ®a�•®m� ®aOm©•® END CONNECTION DETAIL ND CONNECTION DETAIL 01 END CONNECTION DETAIL END CONNECTION DETAIL(3 t•REQUIRED ONLY FOR SPANS.GREATER THAN 1 '-0• 2 POURED CONCRETE OR .EXISTING �/ ^——— EXISTING GLASS CONCRETE BLOCK WALL ///���GLASS 4 REQUIRED f MIN.SEPARATION #1 1/2•S.M. ADN.SEPARATION --'--------- TO GLASS(SEE ® 16 P.C. TO GLASS(SEE Y L-----_ -_--------- SCHEDULE ON SHEET SCHEDULE ON SHEET D __ ________ ____ 6 OR®OR�I OR I1 FOR BADE GAND CONC ETE 1/2" MIN. 11 FOR BLADE GA•0 ,,____________ © O ON SHEET 19 FOR ANCHOR® ON SLEET 19 FOR - - I ORI 3 OR 1 OR(5 OR(0 CONJCHOR BLADES(D&Qa 12"O.C. I S BLADES p&G) '1' ----- -- --- ® 16" Q O.C. ---K24 MIN. ___ ----- 4 L r_-- MIN. ---- - --- s 2"MIN. 2"MIN. EQ ♦ SEE UM ATIONS OF USE FOR OR®OROOR BLADE 1A ON SHEET 28 OROOR(qOR(5 VIEWY 5 1 OR (W PLAN OR(o I OR ®' DETAIL X SOURED CONCRETE OR ©m®a©. 7OmQol10.®m 10•®4©.�©.®m CONCRETE BLOCK WALL END INSTALLATION REQUIRED 10•®"©'®`"©•©°' ©•Q7 •©"O.Oj.®a ©•O•©m©•O ®m •®mp•®�®`®m HY BLADE OR n I BY WINDOW BLADE INTO ®.®��•�m0•®„ p.®mp.®mom.®mp CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILSO p•®a®.®m�.®mpap��„ 0 NECTION DE AILO 6 '�'® FLORII 1A BUILDING CODE(High Velocity Hurricane Zone 414L ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System ■ s IL ECO �H�. R v RAM DESCR#1 w/OR wAT KD WN BY. BLADE A TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems REY.Ne oescRlPnoN Dare DRAWN BY. M.L. T'.• Op ASSOC10tiOF1, Inc. 1 OLD 11-195 4/10/1 DA7E 04/10/15 •• 6365 N.W.36N.SN St..JOJ,GINE RINGWDENS,RMPA J318 Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 _ e-mail:tateoo9aal.eom West Palm Beach, FL 33407 DRAWING NO t Et����'''1 , waL7Ep A00Wr19 P.E. Phone: (600)432-2204. Fax: (561)209-8380 4 15-080 P.E.SEAL%§(CIQATURC�/dAiE FLORIDA Uo.#44167 6 10 F 20 SCHEDULE #1 SCHEDULE X12 SCHEDULE #3 SCHEDULE #4 NOTES: (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO GLASS RFOUIREMENTS *' MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" [MUM SHUTTER SPAN*"L+" GWEN POSITIVE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L—" (ft.) Ranr+c. FOR INSTALLATIONS W/ "L+" OR "L—" (ft.) FOR R "L—" (ft.) INSTALLATIONS R "L—" (ft.) INSTALLATIONS L—:MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO ® &®Or Or W/ ONE INSTALLATIONS W/ W/ SYMMETRICAL CENg W SYMMEIR NEGATIVE A.S.D.OF"SIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK or or or HD LOCK W CENTERMATES. 2 AC & W/TWO HV OR & W/ ONE HV LOCKS THE FIRST AT BO" ELEVATION OF BUILDING ® ® / OR LOCKS OR TWO OR W (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS® OR CENTERMATES & ONE HV LOCK. OR / NO LOCKING SPAN FOR WALL MouNnNcs OR W ONE HV LOCK OCKING RODS TOP SOTTO ODS / ® W/ TWO LOCKING RODS OR W/ NO OCKING ® / FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ®TOP & BOTTOM *(SEE NOTES t,119 RODS(V *(SEE NOTES t" W/ ONE HV LOCK® OR ® (VAUD FOR MOUNTING(�1 INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, R • SEE NOTES t, SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3". _ RATING, DETERMINE MAXIMUM SPAN'L+' MA.B..D•M CONCRETE do WOOD INSTALLATIONS 15 MA.Sk. CONCRETE INSTALLATIONS() AeD'." CONCRETE NSTALLATIONS 6D MAO" CONCRETE AS.D. INSTALLATIONS FROM SCHEDULE. GIVEN A NEGATIVE AS,O. DESIGN PRESSURE FLOOR/CEIUNG PRESSUAE WALL MOUNTINGS PRaEbS w P�sUUIRE n4ogwLENG MouNTING PRES5URE RATING.DETERMINE MAXIMUM RAPNG WALL MOUNTING PALM & PATSAG RAnNs OR MINIMUM SEPARATION TO GLASS SCHEDULE• MOUNTING FLOOR/CELING MOUNTINGS 4V (P'•A) FLOOR/WALL MOUNTING SHUTTER W ONE LOCK WITHOUT LOCKING RODS L FLOOR/CEILI MOUNTING SPAN L- FROM SCHEDULE. J L. (A) L+ (0) L-(it) (+OR-) L+ (ft) L-(8) (+ -) L+ ((I) L-(R) (+OR-) L+ (f0 L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA 3D 13'-2" 16'-0" 13'-2" 16'-0" 30 12'-3" I4'-9' 30 13'-1' 16'-0" 30 13'-2" 16'-0" TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ SHUTTER BETWEEN"L+"AND'L— OPPOSING 35 12'-B' 14'-10' 12'-8' 14'-10' 35 11'-9' 13'-8' 35 12'-7" 15-7" 35 12'-8" 14'-10' SPAN CENTERMATES CENTERMATES 40 12'-3" 13'-10" 12'-3" 13'-10' 40 11'-4" 12'-9" 40 12'-2" 15'-2" 40 12'-3" 13'-10 (3)PROCEDURE TO DETERMINE MAXIMUM 45 11'-11" 13'-1' 11'-11' 13'-1" 45 11'-1" I2'-0' 45 11'-9" 14'-3' 45 11'-11" 13'-1" SPMA FOR COMBINATIONS IN BETWEEN 105' 3 3/es 4- 50 11'-7" 12'-5' 11'-7" 12'-5' S0 10'-9" 11'-5' 50 it'-6' 13'-7" 50 11'-7" 12'=5' WALL W/FLOOR/COUNG MOUNTINGS: OR LESS 55 11'-4' 11'-10' 11'-4" 11'-10' 55 10'-6" 10'-11" 55 11'-3" 12'-11" 55 11'-2" 11'-10' FOR A GIVEN POSITIVE A.S.D.DESIGN ATOS"TO MAX. 3 7/Be 4" PRESSURE RATING: ALLOWED '- 1 11'-1" 114' 11'-0" 11'-4" 60 10'-3" 10'-5" 'fi0 11'-D' 12'-4" 60 10'-2' 10'-11" DETERMINE: a USE 2 1/2'FOR HD LACK((y3��•+��S�O�R(� 65 10'-10" 10'-10" 10'-7' 10'-10" 65 10'-0" 10'-0" 65 10'-9" 11'-11" 65 9'-5" 10'-1' L1+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR FArCENLEIiMATES 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8' 9'-8' 70 10'-7" 11'-5" 70 8'-9' 9-4" INSTALLATIONS. 75 10'-1" 10'-1' W-10" 10'-1" 75 9'-4' 9'-4' 75 10'-4" 11'-1" 75 8'-9' L2+= MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GLASS SCHFDUIF, MOUNTING INSTALLATIONS. STILI1TFFi W/ONE LOCK&TWO LOCKING RODS OR 80 9'-10" 9'-9' 9'-7' 9'-10" 80 9'-0" 17'-3' 80 10'-0' 10'-9° 85 9'-6" 9'-6" 9'-3' 9'-6' 85 W-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" 90 8'-6' 9D 9'-5' 10'-1" DETERMINE: TING: INSTALLATION W/ INSTALLATION W/ 95 9'-0' B'-9" 8'-9' 9'-0' 95 8'-3" 95 W-2' 9'-10' Lt--MAX.SPAN FOR WALL MOUNTING SHUTTER �� OPPOSING INSTALLATIONS. SPAN CENTEIYMAT.ES CENTERMATES 100 B'.-9' 8'-4' 6'-6' 8'-9" 100 '-Ij 100 9'-0" 9'-7' L.a_a MAX.SPAN FOR FLOOR/CEIUNG 105 1'-7' 7'-11' 8'-4' 6'-4" 105 7'-11' 105 B'-9" 9'-4' MOUNTING INSTALLATIONS. ,OR 05, 2 3/4'•� 3 3/16" 110 8'-4" 7'-7" W-2" 7'-11' 110 7'-8" 110 8'-7' 9'-2' 0 MAXIMUM SHUTTER 115 B'-2" 7'-3" 8'-0" 7'-7" 115 7'-6" 115 B'-4" W-11' SPAN "L+"OR"L FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQU >105"TO MAX 3 1/4••"a 3 1/4" 120 8'-D" 6'-11' 7'-10" 7'-4" 120 7'-4' 6'-11' 120 8'-2" e'-9" INSTALLATIONS INTO WOOD TO,THE MINIMUM BETWEEN 'LI+", "L2+', ALLOWED Lt-AND -U-' +aa 125 7'-10" 6=8" 7'-8' 7'-O' 125 7'-3" 6'-8' 125 8'-0' B'-5' � SHALL BE LIMITED TO 105 USE 2 15/16" FOR HV'f"LOCK 1`SJO W/ 130 7'-8" 6'-5" 7'-6" 6'-9' 13D V-1' 6'-5' 130 7'-10' B'=1' Psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL «it USE 4 1/8'FOR W"T" LOCK 30 W/®5 135 7'-7' 6'-2" 7'-4" 6'-8' 135 6'-11" 6'-2' 135 7'-9' 7'-9• MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES.- A.S.D. DESIGN PRESSURE RATING TO 140 V-5• V-il" 7'-3' 6'-3' 140 W-10" W-11' 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3' S'-9' 7'-1' 6'-0' 145 6'-8' V-9" 145 7'-5" 7'-3- ISO 7'-2" 5-7' 7'-0' 5'-10' 150 6'-7' 5'-7" 150 7'-4' 7'-0' CONCRETE&MMSORY WOOD 155, 7'-0' V-5" 6'-10" v-8' 155 6-8' 5'-5' 155 7'-2" W-9." t *H.V. CORNER CENTERMATE#3 MAY BE 160 6'-11" 5'-2" 6'-9' 5'-6" 160 W-5' 5'-2" 160 7'-1' 6'-7" WALL A, B, C, D, E, M, N,0,P.Q,R, USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L. S dt V. 165 8'-10" 5'-1" 6'-8' 5'-4" 165 6'-3' 5'-1" 165 7'-0' a'-4' SPECIFICATIONS SHALL BE AS INDICATED ON 170 W-9' 4'-11" 6'-7' ' 5'-2' 170 W-2' V-11' 170 6'-11" 6'-2' MANDATORY CONDITION #2 NOTE Q5, SHEET 5. FLOOR/CEILING 175 6'-7" 4'-9' 6'-5' S'-0' 175 6'-1' 4'-9" 175 6'-9" .-0. MOUNTING G H. I, 11 + J. T, U, 180 6'-6' 4'-8' 6'-4' 4'-10" 180 6'-0' 4'-8' 180 6'-B" 5'-10' ttFXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR"L AND MAXIMUM AS.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' W-6" 6'-3' 4'-9' 195 W-11" 4'-6" L 6'-7" 5'-8' BLOCK SHALL BE LIMITED AS FOLLOWS //1�� 190 6'-4' a'-5" 6'-2' a'-7' 19D 5'-ID' a'-5' 8'-6' S'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f. u`/ B LA D E 195 6'-3° 4'-3" 6'-1" 4'-6" 195 5'-9' 4'-3' 6'-5" a-5' AND 8'-0"SPAN;{ l\JI n Y 200 6'-2' 4'-2" 6'-0' 4'-5" 200 5'-9' 4'-2' 6'-4' S'-3' SEE MOUNTING 0 ON SHEET 7. 205 6'-0' 4'-1' 6'-0' 4'-3" 205 5'-8' 4' 71/4 6'-3" 5'-1' FLORI C Ni h Velocity. Hurricane Zone /111 � IT ©2015 EASTERN METAL.SUPPLY, INC- • cENs °.".��= BERTHA HVTM A S S A Accordion Shutter System L ECO Nc. . H.V. RAM#1 W/OR W/0 H.V.WiNDWV RADE "� Shutter Systems REV.No DESCRIPTION DATE DRAWN 9Y: M. �O `S//11E OF TILLIT TESTING & ENGINEERING COMPANY +a '.• 6355 N.W.361.SL.Sle.305,WRGINIA GARDEN$FLORIDA 3310 Association. Inc. 1 OLD 11-19J 4/10/1 DATE: (14/10/18 Phan.:(305)87(-1530.Fax:(305)871-1531 4268 West Roads Drive 2 1S a-moo:64eco6aol.com West Palm Beach, FL 33407 3 DRAWING NO '� /ANAL E W-0000719 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 :� WALTER A TILLIT Jr.P.E. P.E.5EA(7SIC10A1URE/GATE FLORIDA U.1 44167 a 1H F 20 _ • , , .:111 ,•:• .,. h•::;-'•,1 , • ,11, �/' •: •, 1:111111112; 7: :1•, X11 • •- • .o. 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D *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES D=fdFf`�T1L""ITMD AND A QQQRRSOnNDjNG MWMG TYPE FOR CQKREIF INST IAMNS (SEE MOUNTINGS E.G,&H ON.SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) 70 EXISTING POURED CONCRETE:(Min.('o 3 ksi) MAfWUM @WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING ANCHORS sPACING LEGIND - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,15 MANUFACTURED BY I.T.W.BUILDIX.(Min. fc-3 kel) A.S.D.SPAN DESIGN NEGATIVE LOAD pat AS.D.DESIGN NEG MO LOAD ASD.DESIGN NEGAOULOAD t - 1/4'0 x 3/4`ALL POINTS SOLID-SET,ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.fo=3 kal) TAPCON WITH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'o-2 kal) 30 40160 75 90 120 160 205 30 40 60175 90 120 160 205 30 40 60 75 90119011661205 1 40 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY AIT.POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 B e 6 .5.5 14 12 10 9 8 B 6 B 14 12 10 9 g 9 0 g THREADFORM TECHNOLOGY - / COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. S-0' - - 14 12 10 9 B 8 6 B ALL POINTS SCUD-SET (Min.fe-3 kvi) OR 14 12 10 9 B B 0 B 14 12 t0 9 B 8 8 e 14 12 10 B B e 0 5 BLUE TAP W/CAP NOTES: 14 12 10 B B B 0 7 14 12 LO 9 8 B B 6 14 12 10 9 8 B e B TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 B 7 B.5 3.5 14 12 10 9 B 8 11 B 14 12 10 s B 8 0 5 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-D` - - - - - - - - - - - - - - - - 14 12 '10 8 8 B 6 5.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 B 8 8 4 14 12 '10 9 8 B 0 4.5 14 12 10 9 8 0 4 3.5 I4 12 10 9 8 8 s 45 14 12 10 B e B B 6.6 14 12 10 9 8 B B 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S,S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO IXI .AND 14 12 f0 9 7S 5b J5. - 14 12 10 9 B B e 5 14 12 10 B 8 7 3S t. s¢F MffA7WN5 OF USE FOR Y MINIMUM FOR WALLS WITH NO STUCCO. BLADE`1197 ON SHEET 19 5'-0" - - - - - 14 12 10 9 8 B 6 45 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSIING WALL OR FLOOR. 1{ I2 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3S 14 12 10 0 6.5 5 3S 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 /0 9 B 75 4.8 - 14 12 10 9 e 8 8 4S 14 12 10 9 B 6 4.5 .75 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.5 75 0.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 3S INSTALLATION INTO E3FS WITH METAL STUDS SEE SHEET 28A. 6'-0" - - - - 14 12 10 B e 6.5 5 3.5 14 12 10 9 75 5.5 J - 14 12 10-18.5 7 5.5 4 3 14 12 8 6.5 55 4 3 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 t2 t0 9 6 6 - - 14 12 10 9 B 6.5 6 .75 14 12 10 :B B 6 4 - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 12 8 '64 55 3 - - 14 12 10 9 8 6S 4.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4"ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'-0" - - 14 12 10 9�7.5 9.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 65 4 - - 14 12 B 7.5 B 4.5 3.5 - 14 10.5 7 6.5 4S J.6 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 B.5 7 4 - 14 12 10 9 75 5.5 4. - 14112 9 7 7S 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 17 7 5.5 45 - - -• 14 12 10 9 7.5 55 4 - 14 12 9 7 8 45 3 8'-0' - - - - - - - - - - - - - - - - 14 12 10 B 6.5 5 JS - NOTES: )MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 8.5 7 5.5 3 - 14 12 8 8,5 5.5 4 3 - 2.5 9.5 8 5 4 3 - - 14 12 9.5 7.5 8 - 14 12 9.5 8 6.5 5 - 14 12 8 6 6.5 4 - - ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 3.5 - - - 14 12 10 B 6.3 5 - - 14 12 B 6.5 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0' - - - - - - - 14 12 4S 7 5.5 4 _ _ EMBEDMENT INTO STUCCO SCOW_BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 11.5 7.0 8 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.514.5 3.5 - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6.5 4.5 - - - 14 12 85 7 5b 4 - - 14 10.5 7 5.5 8 4.5 - - I1.5 85 SS 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4S 3.5 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EIUS TNG WALL OR FLOOR. 10,-0' - - - - - - - - - 14 12 6 6 5 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3b - - 13 9.5 65 5 4 3 - - 10 75 5 4 3 - - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR UFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 55 - - 14 11b 9 6 5 4 - - 2.5 94 6 6 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 0.5 B 5 - - - - 14 12 B e.6 5.5 4 - - 13 10 65 5 4 3 - - 11'-0" - - - - - - - - 14 10.5 7 6.5 4.5 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 9.5 5 - - - - 12 9 e MS 4 3 - 9 7 4.5 3.5 3 - 14 10 7 - 14 10.5 7 6.5 4.5 - - - 1.5 9.5 55 4:5 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 11.5 7.5 6 6 - - - 12 9 6 4.5 4 - - - 12'-0" 13 10 6b 5 4 _ - '^^` DISTANCE RcUS SPACING SCHEDULE FOR ANCHORS: 15 8.5 4.6 - - 11 6 6.5 4 3.5 - - e 6 4 3 MAIOMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE JL5 B.5 8 - - - - - 13 B5 8.6 5 4 - - - 0.5 B 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. . 9.5 - - - - - - 14 ROS . 5.5 4.6 - - - 11 B.5 6.5 4.5 JL5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS MAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE _ _ FACTOR 13'-0' - - - - - - - - - - - - - - - 12 e B 4.5. 4 - - - ACTUAL TAPPER + 0.5 0 - - - - - 10 75 5 4 3 - - - 7.5 5.5 4 3 - EDGE A1Nb11 W/ADVANCED PF/iDFWW TECH ALL POINT SOLID SET BLUE TAP W/ CAP 125 8.5 - - - - - - 12 9 8 4.5 4 - - - 0S 7 5 4 - - - - MIN.SPACING MIN.SPACING 8 0 - - 13 95 85 5 - - 05 7.5 5 4 - - HV OR DICTANCE 11 e.6 5S 4.5 E.D. 3" 4• MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4` 4' 14'-0" BLADEpqM CgNME C0N0✓ti1E 9D0C POURED CONCRETE& POURED CONCRETE& pgp�D CoNo l! ODNO EtfE BLOCK 10 7.5 - - - - - - 9 7 4.51.3.5 - - - - 7 5 3.5 3 - - - - MK E0..3 1/Y L01 ED.-2 CONCRETE BLOCK CONCRETE BLOCK MN E0..3 1/Y NK ED. 11.5 15 B ^ - - - - - 11 B 5.514.5 r - - - 9 .6.5 4S - - - - - OW MN E4=3 1 MN ED.-3' 7.5 - - - - - - _ 12 8 6 - - - - - 9.5 7 4.5 - - - - 3" 0.90 1.0 0.78 1.0 0.64 1,0 - - - - - - - - - - - - 0.5 e 5 - - - - - BLADE WORKING 2 1/2` D.B1 0.67 1.0 9 - - - - - - - B.6 6.5 4. - - - 8.5 6 3 - - - - - IN UNISON 2• 0.71 - 0.51 - 10 - - - - - - - 0.5 8 5 - - - - - B.5 6 4 - - - - - 0.91 _ _ - 0.43 - 7 - iS 45 5.5 - 0 8.5 4S - - - 1 3/4• R �,�� - - - - - - _ - _ - - - - = 10 17-515 _ - _ -511 1 9.5 - - 95 7 s - - e {6 114 - -_I;, FLOR11 A-BUILDING.CQ High Ve(ocity Hurricane Zone 1 - ©2015 EASTERN METAL SUPPLY,INC. 4 :'�`w BERTHA HVTM IL E C 071 NC. A S S A Accordion Shutter System Z *: H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE �.�j��j* American ShUltelr Sy91Anns REV.Nt, DESCRIPTION DATE DRAWN BY: M.L. STATfOf : TIL IT TESTING & ENGINEERING COMPANY Assoo1011on, InD. I OLD 11-193 4/10/10 DATE: 04/10/15 A 6355 N.W.Q 3SIP.SE,Sb.'305,VIRGINIA GARDENS.FLORIDA 3316•••F/nr �� Phona:(305)871-15J0,Fox:(JOS)871-154268 West Roods Drive 2 31 DRAWING No •wEIA a-mail:Ultern®aol.com West Palm Beach, FL 33407 5 =�s1s�ONAt tyjllt EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 t 15-080 FI WALTER A TILUT Jr.P.E. 5 SHEET P.E�SEAL�/316T�(NRE/DATE FLORIDA Lt..#44167 6 13 OF 20 MAXIMUM ANCHOR* SPACING in� SCHEDULE FOR A G TTR N MAX. H SPAN, &S.D. DF-SIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCREtiF INSrALAT10N� (SEE MOUNTINGS I,J.N&L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND b wAI:K-OVENENCH[&j 1 TR IIA70 L� �T� OJ RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING (OWALL/WAL1C OVER MOUNTING SPAN AS.D.04KIGN�REGATN�`CO `(p`st)` ASD.DESIGN NEC La40(psf) AS.D.DESICN NEGATIVE LAN TAPCON WITH ADVANCED (N) (ps0 AS.D.DESIGN NEGATIVE LOAD(PSL) THREADFORM TECHNOLOGY ' 30140 W1 75 1 9D 112011601205 30 40160 75 90 120 160 205 30 40 60 1 75 190 11201160 2D5 30 40 60 75190 120 160 205 ALL POINTS SOLID-SET 1 12 '101 W 9 8 6 8 6 12 12 12 12 12 5 8S 6.5 7 7 7 7 7 7 5.5 5 5 5 5 5 5 6 5 3'-0" 14 12 f0 9 6 6 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 9 5 5 5 6 BLUE TAP R LESS 14 12 10 0 8 8 6 6 12 12 112 12 10.5 8 6 4.5 7 7 7 7 7 7 7 8.5 5 5 5 5 5 S 5 5 TAPPER+ 14 12 10 B 8 6 s 8 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 ! 55 5 5 6 14 12 10 B 1 8 8 6 6 12 12 112 12 11.5 B.6.6.5 5 7 7 7 7 7 7 5.6 4 5 5 5 S 15 5 5 4 14 12 10 9 B 0 8 6 12 12 12 12 12 9.S 7 5.5 7 7 7 7 7 7 7 7 6 5 5 5 6 6 5 5 14 12 10 9 8 B 8 8 12 12 12 95 6 S. 4.5 3.517 7 7 7 7 7 6.! 5 5 5 5 5 5 5 5 5 14 12 10 B 8 B 6 8 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 SS 5 5 S 5 6 5 S 5 14 12 f0 6 8 0 6 6 12 12 12 11 B 7 5 4 7 7 7 7 7 SS 4 3 6 5 5 9 5` 5 4 3 14 12 10 9 6 B 8 e 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 3 6 5 5 5 5 14 12 10 9 8 0 6 6 12 12 9.517.S]6 4b 3.5 - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 94 8 e 4.5 - 7 7 7 7 7 7 55 4 5 5 8 5 5 5 S 4 * SEE ANCHOR 14 /2 10 8 B 8 8 6 12 12 15 9 7.5 5.5 4 3 7 7 7 7 7 4b 3b - 5 5 5 6 5 45 3.5 - SPECIFICATIONS 6'-0" 14 12 10 9 8 8 B 6 12 12 12 10 8 6 4.5 35 7 7 7 7 7 7 7 7 s 5 5 5 s 5 5 6 'ON SHEET 13 14 12 1D B 6 •S 6 6 12 12 8 6 S 4 3 7 7 7 7 7 55 4 5 S 5 5 5 5 4 3 14 12 10 9 8 8 8 8 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.6 - 5 5 5 6 6 5 4.5 - 14 12 t B B. 8 0 6 12 12 10 8 65 5 3.5 '- 7 7 7 6.5 5.5 4 S 5 5 6 5 4. 3 4 12 IO__9 8 8 8 5 12 12 12 6.5 7 5 4 3. 7 7 7 7 7 7 7 8' 5 5 5 6 5 6 S 4 12 10 9 B 8 B 6 12 10 &5 5 45 3 - 7 7 7 7 DA 5 3 - 5 5 S 5 6 5 3.5 3 .4 12 t0 9 8 6 "e B 12 12 0.5 7 65 4 - - 7 7 7 7 7 5 - 5 5 5 5 5 5 4 Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7_5.5 4.5 3 - - 5 5 5 5 4.5,3.5.- P.SF A.S.D. DESIGN PRESSURE 14 12 10 9 8 B 6 - 12 1z 05 75 8 4.5 3.6 - 7 7 7 7 7 7 7 4 b 5 5 5 s fi s 5 RATING & FOR SPANS PER 14 12 10 B. 8 8 6 - 12 B 8 A5 4 3 - - 7 7 7 7 S.S 4 - - 5 5 S '5 5 4 3 14 12 10 9 8 8 6 - 12 11 75 6 6 .76 - - 7 7 7 7.5 84.5 - 5 0 5 S 5 45 - _ SCHEDULE #4, SHEET 11 14 12 10 9 8 B - 12 1.5 7.5 6 5 3.6 - 7 7 6.5 S 4 5 5 5 5 4 3 9.-0" 14 12 10 9 8 6 - - 12 12 85 65 55 4 3 - 7 7 7 7 7 7 6 3 5 8 5 5 5 5 5 5 14 12 10 B 8 6 - 0.5 8 5 4 35 - 7 7 7 8 5 3S - 5 5 9 5 5 4 3 14 12 10 B e B - 12 10 85 5 45 - 7 7 7 6.5.2.5 - fi 5• 5 5 5 4 14 12 10 9 8 8 - 12 0.5 7 5.5 4,5 3.6 - 7 7 55 4.5 3.5 - 5 5 5 45 35 14. 12 10 9 8 S. - 12 11 55 6 5 3.5 - - 7 7 7 7' 7 7 45 - 6 5 5 5 5 5 5 4S 14 12 10 9 8 e - 9.5 7 4s 3.6 3 7 7 7 3.5 4s - 5 5 5 5 45 35 - 14 12 10 B 8 8 - 12 9 e 5 4 .7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 S e - 12 9.5 B 5 4 3 7 7 S 4 3 5 5 5 4 35 - i l'-0"14 12 10 B B 8 - 12 10 7 S.S 45 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 ! 3 5 5 5 4 14 12 10 B B 6 - - e.5 8.3 4 A5 3 - - 7 7 ! 5 4 - - - 5 5 5 5 4 3 - 14 12 10 9 5 8 - - 11 a 55 4 _ _ _ _ 7 7 7 5.5 4.5 _ _ _ 5 5 S 5 4.5 _ _ _ O H V BLADE ONLY 14 12 10 9 8 15&5 5.5 4.5 3.6 - 7 7 4.5 35 - 5 5 45 35 3 12'-0"14 12• 10 9 8 - - - 12 95 6.5 5 4 3 - - -7__Z_ 7 7 7 8 3 - S 5 5 5 5 5 45 3.5 14 12 10. B 9 8 8 4 '3 7 7 55 4.5 3.5 - 5 6 ! 45 4 3 14 12 10 B e - 10 75 5 4 7 7 6 5 5 5 5 5 4 14 12 10 8 8 0.5 8 5 4 3.5 - 7 8.5 41 3.5 - 5 3 4.5 JS 3 14 12 10 B e - - - 1s 8.5 8 4-5 3.5 3 - - 7 7 7 7 7. 4.5 - - 5 5; 5 5 S 5 45 3.5 14 12 10 9 8 7 5S 35 3 7 7 5 4 3 5' S 3 4 3 14 12 10 9 8 8 7 4b .75 - 7 7 5.6 4.6 - 9 9 S 4.6 4 14 12 10 B - 10 7.5 5 4 3 7 8 4 3 5 5 4 3 14'-0"14 12 10 B - - - - OS 8 15.5.4 13.5 - - 7 7 7 17 7 4 - - 5 1 5 5 5 fi 1 5 4 3 14 12 108 - 0.5 5 3 - - - -7 7 5 3.5 - 5 5 5 4 - - 14 12 10 65 4 - - - - 7 7 S 4 - 5 5 4 - - 14 12• 10 - 9 7 4.5 35 3 5.5 3.3 - S S 3.5 3 15'=0"14 12 10 - - - - 10 75 5 4 3 5 5 5 5 5 5 4 3 14 12 0 - 8 4.5 3 7 7 4.5 3' S 5 4.5 35 - 14 12 10 - 8 ! 4 7 7 5 3 5 5 4 14 12 10 - 8S B.5 4 3,5 - 7 5.5 3S - 5 5 35 16'-0"14 12 f0 - - - - - 8b 7 45 3b 3 - - - 7 7 7 7 8 3 - - 5 5 5 5 6 45 35 14 12 10 - 6 4b S 7 0W 5 5 4 3.5 - 14 12 10 - - - - - 7.5 5s .7! - - - - - 5 - - 5 5 45 - - - - - OR BUS Hi h Velocity Hurricane Zone 14 `' •" t/ 0 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTm A■S S■A■ Accordion Shutter System * *` H.V. RADE#1 W/OR W/O H V.W NDIN RAW American Shutter Syste1T1S REV.No DESCRIPTION DATE DRAWN BY: M.L A TILLIT TESTING & ENGINEERING COMPANY JC aA A330CIatioad Inc. � 1 OLD/1-193 4/I0/1 DATE' oa/fo/is ��•''•.. ( OP,.�' � e3ls N.w.3610.s1.,St..sos,vlRGwu cARDD+s.FtnRurt.ssle 11 Phone:(305)671-1530.Fax:(305)871-1531 4268 West Roads Drive z DRAWING No _ a-mag: 1a tilt... 3 ®aol.com West Palm Beach, FL 33407 `r1s�oNAl- 111 EB-0006719 ' Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 • .�•N1 WALTER A TRLT Jr.P.E. 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EACH SECTKNN ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(NAS.) -MIN.1/2'COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER MOIINRNG TYPE U,SHEET 17 MID SHALL CONSIST OF •• LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ;'" 8 (Hi h Velocity Hurrican6 Zona ,�1 ©2015 EASTERN METAL SUPPLY, INC. ,•��ENs' ��' BERTHA HVTM ASSA 1 L E C O N . Accordion Shutter System yr/ H.v: #t W/aR wjo H.V.wlNDaar MADE r American Shutter Systems REV:No 'DESCRIPTION DATE' DRAWN BY: MA TEFF TILU TESTING & ENGINEERING COMPANY O Association, Inc. 1 OLD 11-193 4/10/1 DATE 04/10/15 am N.W.]9th.St,Jla.305,VIRGINIA WUENS,FLOROA 331 , Phone:(305)871-1530.Fox:(305)871-1531 4268 Wes!Roads Drive z DRAWING No a-mail:tlltero®ool.eam Wes!Palm Beech, FL 33407 3 S�OH�L .EC.� E9-0008719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 WALTER A.TILLIT Jr.P.E. P.E.SFAL/�S�GNA I�tE/DATE, F,ORiDA Uc.0 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & c`IA1 HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO W000 WITH HV BLADEI ONLY•SHALL BE LIMITED TO 105.0 120. A.S.D. DES GN PRESSURE RATING. SEE SHEET 19 FOR MAX SAN & A.S.D. 4"m TAPCON WITH ADVANCED DESIGN PRESSURERATING R INSTALLATION WITH D 1 & WORKING UNISON ODFORM TECHNOLOGY AW/1 1/2'Min,PENETRATION 1/4-0 TAPCON WITH ADVANCED OF THREADED AREA TOTHREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/1 1/2'Min.PENETRATION t (SEE SCHEDULE ON SHEET 1S) OF THREADED AREA TO 1A9N III I I ) OR EXISTING WOOD HEADER. 0 (SEE SCHEDULE ON SHEET 15) u , l0 MM(SEE I I I I ON 2 OR� S41 \ II—1 9ADE(1)MID I I I 1'Mh 1/4'0-20x3/4"S.S.MACHINE SCREWS EXISTING I ON SHEET 19 F�ORR I I •, 7 oR 18 _.E. W/ 1/4 NUTS 0 12"O.C. GLASS--fl o OR rJ WALL FINISH �•'�j•''•,.�s!%,; FINISH I , I ^ PTIONAL t. ,",i�l z_ n:. �� � "• •<< WALL I � ` oR� \ EXISTING MIN. ""+-'�""`•r1'"' FINISH —q 2"x4'WOOD I ;,,..,+ HEADER REQUIRED OR ® EXISTING MIN. • 6 2'x4"WOOD I 1/4'0 TAPCON WITH ADVANCED EXISTING 1,ON,SEPMAT1011 I 1 HEADER REQUIRED I THREADFORM TECHNOLOGY GLAS TO p� T, 1 W/1 1/2"Min.PENETRATION �( MIN•SEPARATION I I OF THREADED AREA 0 2"x4'CONT.SILL I"EDU E TO GLASS I I PLATE REWD. 'D� ICI BlADB 1 R I EXISTING m J"I�IONES CHH ULE I (SEE MIDWI SCHEDULE ON DTH OF WOOD SHEEP 15) B 'T19 MO HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION• CO HV WALL SILL INSTALLATION MIN. SEPARATION I I EXISTING I MIN.SEPARATION I I TO G(ASS GLAS MIN.SEPARATION TO GLASS (SEE SCHEDULE TO GLASS III I 1 EXISTING (SEE SCHEDULE ", .. 1 EXISTINg ON SHEET 11) 2"X4'CONT.1-(SEE SCHEDULE—" I I GLASS-� ON SHEET 11) GLASS— WOOD PLATEREDID ONSHEET 11) I : 1 1 1 4"0-2bxJ/4'S.S,7/4"0-20x3/4" EW I kMACHINE SCREWU9NON1/4"OSNUTSI rC; 1/4"-20 NUTS WALL \ „ 0 12'O.C. FINISH I I I F, 12 O.C. ORIS �u'�`,e> OR 2"x4'CONT. r Ste'` OR(9) WOOD PLATE 1 I '` Q 1"Mfn. 1 1/4'0 TAPCON WITH ADVANCED +�•• THREADFORM TECHNOLOGY �•� 1/40 TAPCON WITH ADVANCED d 1/4'0 TAPCON WITH ADVANCED q,1 -w THREADFbRM TECHNOLOGY W/1/2"Min.PENETRATION OF THREADFORM TECHNOLOGY NOTE 2'x4'CONT. .�+ W 1 1/2" THREADED AREA INTO PLYWOOD. '+y'� W/1/2'Min.PENETRA71ON OF 1-SEE SHEET 4 FOR TYPICAL ,� / Min.PENETRATION (SEE SCHEDULE ON SHEET 15) THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. ELO'D.LATE ?M• WALL OF THREWIDTHADED AREAOOD PLATE (SEE SCHEDULE ON SHEET IS) 2-MOUNTING SEOTIONS CAN BE (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4'STUDS • ' St; FINISIL 0 16"O.C.MAX.REO'D. COMBINED N ANY WAY TO 1/2'MIN.COX PLYWOOD REO'D. SUR ANY INSTALLATION. EXISTING MIN.2'x4'STUDS 0 16.O.C.MAX.REQ'D. PLYWOOD TO BE ATTACHED TO 1/2'MIN.CDX ALL FlNISH STUDS IN ACCORDANCE F.B. PLYWOOD REQ'D. PLYWOOD IO BE 22 OF ED'TD STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. R HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. N�i �� ♦SEE UMRARONS EF O OF ©HV WALL SILL INST ELATION ILII S BLADE 1A ON SHEET 19 UIL Hi h Velocit Hurricane Zone 111 ••'�1^C vtf0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM • = A■S■S■A■ Accordion Shutter System iMQ*� i L E C O N Irv. R"#1 W/oR W/o Kv w+r�olly BLADE p r American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.L. _,�•.7(� TILLIT TESTING & ENGINEERING COMPANY ',oRIDp•,.•••� 6355 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,FLORp1 3316 A930CIOfiiOn� Inc. 1 OLD 11-103 4/10/1 DATE 0{/10/15 11 Phone:(30.5)871-1530.Fox:(3D5)871-1531 4268 West Roods Drive 2 DRAWING No , . AL r-1—'0F 11 --- e-mail;DGo0007719I.Gom Phone: (800)432-2204 Beach, (561)209-8380 4 -- N15-080 1 " 'w' WALTER A TILLTT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA U.0{x167 5 16SHEEr OF 20 / INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (nA HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE .1 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19. FOR 'MAX SP WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& W WORKING IN UNISON 1/4"0 TAPCON WITH EQ EO— 2"MIN. ADVANCED THREADFORMDGE(IF APPLICABLE) ':- TECHNOLOGY W/1 1/2'Min. 4"x8"(Min.)EXISTING PENETRATION OF THREADED WOOD BEAM A13EQUREQUICY 7, AREA TO EXISTING WOOD STRUCTURAL ROOD 130 HEADER. 1/4"0-20x3//4'S.S. OF EXISTING WOOF)BEAM _ EXISTING WOOD (SEE SCHEDULE ON SHEET 15) PHILLIPS TR(ISS HEAD 0 2e TO BE CERTIFIED BY E E TRUSSES OR 1. n. ACHINE SCREWS ARCHITECT PRIOR REGISTERED NT[FR Oft 1/2" 1/2" O.C.RREQUIRED 1g Eq EO W/ 1/4"_20 NUTS SHUTTER INSTALLATION. ® 1 z IVA TAPCONWITH ADVANCD THREADFORM — EXISTING SOFFIT H [`, .257' TECHNOLOGY W/1 1/2"Min. 3/4"Max.THK. PENETRATION OF THREADED Max. AREA TO EXISTING WOOD B #14x3/4" EO EO 1'x4"xt/8"COM.ALUM.TUBE d 2 ;2� ' --OPOONAL (SEE SCHDULE ON SNEET 15) EO 0 S.M.S. (6083-Tfi ALLOY)W/ I ®6"O.C. I 11 or 1©Or O A CH RAFT LAG SCREWS TO +,.`j��•;;ih,• I I I I 11 Or Q or 15 I LOCATELAG SCREWSER OR AT I I I I MIOWIDTH OF EXISTING WOOD .^•EXISTING MIN 2"x4" I I I 1 I I MEMBER.(2"Min.NOMINAL WIDTH) EXISTING—B , HEADER REq'D MIN.SEPARATION I I I OPEN HOLE AT EACH _ W/2"Min.PENETRATION OF CLASS YI TO GLASS I I I STUD TO ACCEPT THREADED AREA.VALID FOR ' Y (SEE SCHEDULE ON SHEET 11 I EXISTING 5/16"0 LAG SCREW INSTALLATIONS WITH 72 pst GLASS--� I AT CENTER OF TUBE. MAX.A.S.D.DESIGN LOAD AND I I 9'-0'MAX.SPAN.THIS WL mass I I '�O�naN I I INSTAL ATIONIIS ONLY VALID To",S(sTE FOR WOOD W/MIN.SPECIFIC ®HV WALL HEADER INSTALLATION. 1 LADEON S 1 EXISTING a3 EDue Xx+ I I GRAVITY OF 0.50 AS DOUGLAS I QR° I cuss—{ s ,eW a I ♦ FIR OR SOUTHERN PINE No.2, I BAMsp-� 1 Nom OR ®� 1 =29 I I—(DOR ® OR EQUAL 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2 MOUNtING SECTIONS CAN BE COM13IN IN ANY WAY TO SUIT ANY STALLATIONN.. OT HV CEILING INSTALLATION OHV CEILING INSTALLATION MR SEPPRJQION 1 OR ®♦ I MIN.SEPARATIONT0 OLAS&EE TO GLASS I I II MIN.SEPARATION I I I I 11190Ise U �( T I I (SEE SCHEDULE J1 TOGLASS I I I EXITING I aH stTEr 1s ON SHEET 11) 1 EXISDNG (SEE SCHDULE ON SNE 7 11) I i GLASS\ I BI, .S t(Jk QI I GLASS---� I--RN A, I I 8 I I \ ANCHOR I EXISTING LOCATION GLASS-7 2'x6"MIN.WOOD FINISH I I I . MM. #10x3/4'HIX I I DECK REQUIRED 1/4' O I NO FINISH ALLOWED) B6 + 7 3/e MI. WASHER HEAD TEK ( ) `r'V.}�"£`•`t• 19 Max. 2"x6'MIN.W000 I SCREWS® 12'o.c �1 Via' - DECK REGUIRD(NO IF APPLICABLE GE OF DECK •• 13 OR© FINISH ALLOWD) /2' 1. M EQ -EQ 1/40-20x3/4 S.S. EDGE OF DEC( 1/4"0 F.H.TAPCON WITH L' 1/4"@ TAPCON WITH 1" PHIWPS TRUSS HEAD IF APPLICABLE `� GE —� ADVANCED THREADFORM ADVANCED THREADFORM Min. MACHINE SCREWS OF TECHNOLOGY W/1 1/2'Min. TECHNOLOGY W, 1 1/2"Min. W/ 1/4"-20 NUTS 2"MIN. 2'MN. DECK IF PENETRATION OF THREADED 2"x4'CONT. PENETRATION OF THREADD ® 12"O.C. APPLICABLE 2"MIN. AREA o MIOWIDTH OF WOOD SILL PLATE "> AREA®MIDWIDTH OF WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PSE' RDb. PLATE, W/ 1 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦BLADE SEE ffA I0NS OFSHEETUIB OF (�X HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATIONp�iiui��� WO HV FLOOR INSTALLATION FLORIpA BUILDING CODE(High Velocity Hurricane Zone 11 ®2015 EASTERN METAL SUPPLY, INC. 14TS"5/ yGENS �T�9 BERTHA HVTM 1 '\IL ECO INC. A.S■S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/0 .WINDOWBADE * d � Arnedcan Shutter Systems REV.N. DESCRIPTION DATE IDRAWN BY: M.L. ���OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-183 4/10/1 OATEt 04/10/15 6355 N.W.38M.SL,61e.M.WRGWI4:(05)3 1-15A J318 4268 West Roads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ✓� ............. ,;� e-mail;Ulteco®aol.com West Palm Beach, FL 33407 3 G FS ••• EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 S10 % E WALTER A TILT J:.P.E. P.E'SEAL/#bUREJDATE FLORIDA U.11 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS n HV & (1 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 21x4'MIN. WOOD STUDS. j 1/4'�TAPCON 11'ITF1 2'x4'MIN.WOOD '.i+'. .`'" 2'x4'MIN. (AS APPLICABIE) .y_ \ / VANCED THRFADFORM 4' WOOD STUDS. \ / TECHNOLOGY DW BUILDIX STUDS REO'D. 2'x4'MIN.WOOD \\ (AS APPLICABLE) f: \ / ANCHORS O 6'O.C. k STUDS REO'D. W/1 1/T MN.TURFAOEO "" "< FINISH ;. PENETRATION INTO STUDS OR FINISH •b-� W/MIN.t/2'THREADED EXISTING(.PASS / I' PENLTRATION TO 1/2'CDX �S f42 I - r, PLWN000 IF NO SNOS FXISf. E10SRNG GLASS EXISTING C1A55 'I / �''. EXISTING GU55 /E En\ -T-- --� aY jED \\ " --ct / Ir T -S 1/2'MIN,CD% / \ r3 A9FL SEPARATION y .. Y PLYWO1'.. kMDL SEPARATION '1'' MNL ON 10 MAQ(SEE .�•.,,,u ., 1/Z'MIN.COX n .5n``. Z MIN.LASSSEPARATION TO MISS(SEE SW®lAE ON SHETTT t'x PLYWOOD. T4.. tc :A'c, I.=`j.�i.?'?• 70 aAa5 SEE TO GLASS(SEE 1/2'IDN.COX ... 1- +�,•,•• ( '•.s• -t•Vni V5 SLI1ETXtEON D 11 MR BLADE OMA 1/16'x3' 9OIm1AE ON 9♦EE7' WS' :! ..^'�:F' A9•I�'ynrt�,,1� S1 FOR ON SEAT PLYWOOD. 2 - 11 FT%(9/lIE MAXI fi063-TB CONT. W� 11 FON RUDE(DMA 1/2 ,•, , ON SHEET 19 fIXN ( ) FINISH i/2'MN.COX 11 FOR BIA19 FOR ON SHEET 19 FOR SHEET BUOESmB Q ALUM.CLOSER PLYWOOD. ON BNEET 19 fY7R wALL HIOESm@ BLADES 8 1 2'MIN. PLATE.(LOCATE 1/2' BLADES(D&® FINISH I a use 1•az z•wx. AT ENNER S1DE MIN OF 40) - �10x1//22 S.M.S. - - (aaw-ia Ntvq A aR 016 O.C• aIOx1/2'S.M.S. I i 41m1/z'slu.m a 016 8 C. -_- (2)1/4Y IF Q rwmx wim rmANcm nmvaFOTa TEaalotoor ' - III/1AIAaq AHaNx9 5 Q LIasATz ATTaMW Sae OI� 1 OR SEE DETAIL x FO 1 pq®♦ 1 OR S10E CONNECn.N SEE DETAIL X FOR I OR®♦ TO TRACKS SEE DETAIL X FOR �w®w©•Oj w0wip q®� NIN SIDE CONNECf10N ® Qw©.Q7 wOw10.®w SIDE C00 ECTION TRACKS OO•®®®©w®w 10•®w®.®w©.® TO 7RAC125 ®w •Qj e1�^'>D•®°• tos®w®•®w©•®w 6.7 6.7. foa®w®•Q�©•©- 60.00 •©w©•07•®w ®•®w�Rpw�e•�)w ©•0' p.®w®•®w'®� END .CONNECTION DETAIL END CONNECTION DETAIL(2 END ®CONNECTION DETAIL END CONNECTION DETAIL* ' EJfISI1NG •REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' tXiSIiND MASS 1/4b TAPCON WITH 1/4'0 TAPCON WITH GLASS EANCED THREADFORM ADVANCED 1HREADFORM 7ECHNOLO(FY IRT BU_ILDIX TECHNOLOGY I1W BUILDF]N 2•x4'MIN.wood ANCHORS W/1 I/z NIN. AHc1rolt5 w/1 1/z•MIN. ♦ SEE LIMRATION$ OF USE OF THREADED ENEINAnON THREADED PFNEIPAOON 10x1/2'S.M.S. MH.SEPARATION MN.SEPARATION STUDS flEO'D. INTO STUDS O 12'D.C. INTO STUDS O 12'O.C. O16 O.C. TD Mnss(gE BLADE 1A ON SHEEP 19 SCHEDULE TO CLASS SHEET +,y 1/2'MIN. 11 FOR 4 4 11 FOR BLADE®ANI ON SEET 19 FON ON SHEET 19 FOR 1/2'MIN 'f• --- --- - 'tl6 OR®OROOR t! y,Y, 1 MI - Q ----- -- -`1 0OR@OR0OR0 r Q R ♦ 1 Old 1k xi X1, / 'S. 4 ;a? ;< 100R ♦ 4 f r 6 OR®OR�OR s<%�M;�,•.,."•"kyfy:%: '��!;` �.i172''4*,.r•., �,.;:-;�'� DR® ®w©.7OwQwOO.®w Z.ALL nNISH 2•x4'MIN.WOOD WALL ®w®wQ8•Q7°'BQ t0'®w 00R©ORO VI EW STUDS REQ'0. FINISH 10•®A"©•�+©•®w PLAN 0•®w®'®w®'® 0•®w®•®w®•® DETAIL X END CONNECTION DETAIL J) END IL Q High Velocity Hurricane Zone ,�� .• 1/ ©2015 EASTERN METAL SUPPLY. INC. p BERTHA HVTM c ' /Ti-LFEc-7o7,7N,. A S S A Accordion Shutter System ■ ■ ■ ■ H.V. 131-tDE#1 w/OR w/o R.V.1MN>D`N 13f.lIDE * �H American Shutter Systems REV-No DESCRIPTION DATE DRAWN EY: M.L •O': $TATE OF TILLIT TESTING & ENGINEERING COMPANY 8755 N.W.36M St.,Ste.305,VIRGINIA GARDENS,FLORIDA 331 Association,West Road Inc. 1 OLD 11-193 4/10/15 DATE 04/IO/IS •'••.F �Q ��. 4268 West Roads Drive 2 Phono:(305)871-1530.Fax (305)871-1531 DRAWING No e-moll:tilteco0aol.tom West Palm Beach, FL 33407 3 SS�ONI►4�C EB-0006719 Phone: (600)432-2204 . Fox: (561)209-8380 4 15-080 -•• rrAF., WALTER A TIWT Jr.P.E P.E.SFAL,ISIGNAf RE /DATE FLORIDA Da.8 44167 5SHEET 6 18 OF 20 r neucaAl I IMMnNS ANNO CONDITIONS OF USE FOR BERTHA ni pjnN SHLM VM WORKING IN ®•® 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110,- 110 P.0.1. A C �0> 5 ' U 2.MAX.SHUTTER SPAN:96•. 3.ALLOWED MOUNRNGS:N D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0,T.U&W ON SHEETS 18&17. (9��ONLY CENIERMATES 1 (BOTH W/ 11 OR, ME N.I.OWED WITH 2�1 L7h'OCEN�MUSF n CALEO ONLY AT POSIFxNG U�YACCESS O CSADSE OF E OF OPP051NG O�®m �0 5 16 oR 0 (3'0 HOLES)FOR O PER BBMSHALL SPACINGS SHOWN ONONLY ALLOW A USHEET 40PETONGS TYP.EA.END @--4 (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3'0 HOLE FOR®SHALL BE 12•. MAK.5 WINDOWS d r ALLOWED AT HV voi (C) OW OR BLADE COMING Gln'FROM STARTERS AT ENDS MAY BE IHV WINDOW BLADE® WINDOW BLADE 1 , r r (D)HV WINDOW BLADE(9 MUST BE USED ALTERNATE TO A SOLID HV BU10E D THROUGHOUT SHUTTER'S WIDTH. (E)CIMMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV b BLADE 1 AT ErFHER SIDE OF THEM. 1 • , yXx , , , ' (�POLYCARBONATE HV WINDOW OPENING A SHALL EI INSTALLED SO Tf((14�p444j�))TABS FACE SEE END 1' 9 r ri r ONLY INSTBE THE ALLED ANDR OF ELOCKED USING APBOTEW SETTING TOOL PDROWDED BY ASSA, CONNECTION r < r 1Q DETAILS ON SHEETS r' B INC. 143 35E 6.SEE ANCHOR FULL HEIGWSPACING SCHEDULE FOR INSTALIATIONS INTO WOOD FRAME g BUILDINGS ON SHEET 15,AS UMI ED BY SPAN AND DESIGN LOAD(SEE NOTES z 1 P )P ® 1 &2 ABOVEI.11 . )�-l 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY Jl SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO CLASS SCHEDULE D H (SEE PLAN TYP TOPOR BOTTOM UTREMENB) W Z@.@.0)-(7)) SHUTTER SPAN I MINIMUM SEPARATION TO CLASS NUMOED WI 98'Max. 5• ELEVATION MN SEPAMON TO GLASS EXISTING GLASS SEE SCIEIIIAE ON SHEET 12 FOR l?UOEtD ��— AND ON THIS SHEET FOR EIAOFS Q&4 ------------------Z----------�-------�----------- ---------------- 5 TVP. 1 \ TYP. SW1/IIM ICAL ENENTEainATEs W/O (SNOTS M1 ABON� PSN TYPICAL n HV BLADE WORKING IN UNIS04" 4-HV WINDOW BLADE 9 SHUTTER* FLORI BUILDING CODE(High Velocity Hurricane Zone ,`,,\��•,��•`(A'�NS���'•,•• ®2015 EASTERN METAL SUPP)_Y, INC. V �Oiw,- BERTHA HVTM A S & A AccordionShutter System I�LT ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O H.V.NINWW BLADE American Shutter Systeme REV.No DESCRIPTION DATE IORAWN BY: M.L. TIL IT TESTING & ENGINEERING COMPANY 9 '•.,F LIQ Association. Inc. OLD 11-183 4/+0/1 DATE o4/10/15 LORA 8353 N.W.36 h. 5)Ste.353,VIRGINIA GARDENS,1-153 3318 '•.........••��.!' 4268 West Roads Drive 2 yT Phone:(3DS)871-1530.Fox:(30.5)871-1531 DRAWING No i rVS�ON� a-moil:6lleeo®aol.crom West POIm Beach, FL 33407 3 C ,r++ EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 •' WALTER A.TILL1r Jr.P.E. 6 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Lk.0 41167 6 19 OF 20 REQUIRED MIMMUM •', INSTALLATIONS WZ 1 HV BLADE & HV CENTERMATES 01 -� r 6'x 1 1/2"x 0.035'THICK "'OVARIES•': 2.000"Max. Min.ASTM A-653 GRADE 40 .:•2.•ktgx: •• * Ap 1(-yT.OB3• � Min.G-60'GALV.STEEL W ;::;.::,,• 43b INTO METAL STUD WALLS h o•=� METAL STUDS AT 16"O.C. m 8.O.C. 40 41 m O• 30 1/4"ar NOMINAL �� W 1/z• 475" 38 * 0 ALUMINUM SLEEVE J 6063-T5 ALLOY 1" • 12 ox� FOR BERTHA ], •HV BLADE_ACCORDION_SHUTTER REQUIRED MINIMUM I Min. 43o N N SYSTEM INSTALLATION TO METAL STUD WALLS o 1 /4'x 6 1/4h TRACK THICK MIL.! 4Sc »s"D.C. SEEARATION TO GLASS SCHEDULE 3.aa. CONT.GALV.STEEL TNACK CHANNEL,! I, I I N Max. ASTM A-653 GRADE 46 Min.C-60 ®6'O.C. 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. GALVANIZED FASTENED ro STUDS E)fISTING FINISH 1 a MINIMUM W/(z)d6xt/z•iEl(sCREws oN I ns APPLICABLE ,n INTRIOR&EXTERIOR FACE 2. MAX. SHUTTER'SPAN: 84" SEPARATION 43c LENGTH + T" MIN.SEPARATION TO GLASS o(1snNc clAss ( To GLASS ) 3. ALLOWED MOUNTING: M©ON THIS SHEET. / 43 ]/4"0-20X3" BOLT SEE SCHEDULE ¢3 3 1 4 MUST PENETRATE 43c 1" EXISTING FINISH I I (�•) m 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 0 REQUIRED MINIMUM ®6'O.C.VAS APPLICABLE I r II WITH 21 ARf _GED A SYMMETRICAL LAYOUT. 1 0.035"THICK N,n. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE Co..GALV.STEEL TRAGIC CHANNEL. 43c 43a „ ,,I INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF lSTtl A-653 GRADE 40 Min.C-60 cavANIZED FAST EHEO IX TO STUDS t a 6'O.C. CENTERMATE. W/(2)d6v1/2'TSCREWS ON T-- INTERIOR&EXTERIOR FACE f A11n ,QI 1/4"0-20 THREADS ci ci BLADE SLACK.'DETAIL HVF IS VALID ALSO FOR 43C " CONSTRUCTIO w _ _ 1/2" 12 38 CENTERMATE 2I APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD REQUIRED MINIMUM w ::;va)LIE's;'• 43b 6•x Id, 2-x 0.035•THICK ® 6 G.C. COMPONENTS Mi.. A-653 GRADE 40 Min.0-60 GALV.STEEL ."•.I MS ,MALL HEADERISILL INSTALLATION EXISHNG FINISH AS APPLICABLE SCALE: 3/8"= 1' METAL STUDS AT 16'O.C• (TYP.TOP&BOTTOM) VA V4 — -- 13/4'x61/4"x 0.035'THICK Min. JL EXISTING GLASS _ _ _ _ _ _ - - pg7}A�q fi53 GRADE OCMin.�GN-60 .y GALVANZED FASTENED TO STUDS SCR ON C EW$S E C SYMtvI TY A �•; I YMM TRY A , , .I I: :MIN.SEFARA110Ni. It1T1]iIOR&EXTERIOR FACE 643c It ,. , ,• ', I , TES W ' I� Toctnss 2' I CENTERMATES W/: •I (ENTER / I ,• SEE SCHEDULE..Maxi,:•.'. I'^ 4 •I I ••I I 0 ACCESS SIDE EXT CCS SIDE INTERIOR R A EXTERIOR ACCESS S T I , I �I I 1 "(TYP.) MN.T,TPP1C411CP1 ro BASS IN 3 MIL SLPNWTKX4 70 BASS W INSDE Lax(8E SOEDA¢O 6" ,n. W/OUTSIDE LOCK(SEE S9EDuq Q' , -----=--------------------= -- -- - ----=------------- --------- -- --- ------ - --- --- -- - ----_- - ---—------------ -- -- --------- ----- --- - - — -- - ------- -------------- -- - --- ---- — ----- � 221 21 4 t 21 ' LOCATED AT 12 I t --_- - HV HEADER/SILL ENDS VIEW Y ------------- - -------- ------ - ---------- ------ ------ --------- ------- ---------- --- --- --- - - --- 4 2 st/4"(TTP)--s 1 2' T p 7" 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 7' (cont.) A / (y ) 6 1/2"MAX. SLACK HB isio,"'_""�.. D SLACK DETAIL HVF •M;�VC FLORII IE N1 h Velocity Hurricane Zone 1L1 Q m 2015 EASTERN MErAL SUPPLY, INC. 'DENSE'' BERTHA HVTM A■S■S./li■ Accordion Shutter System H.V. BLADE#1 W/OR W/O KV WINDOW BLADE lAmerican Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L 355 TILLIT TESTING & ENGINEERING COMPANY Olt 0N.W.36th.St.Ste.305,'AnINA MWENS•FLORIDA 3316 A880CIOttOn, Inc. 1 OLD 11-197 4/10/1 DATE: 04/10/I5 .0'6, ::'., P�': Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING No ���� �'•• �-• e-ma(I:tateeocaal.wm Wesk Palm Beach, FL 33407 3 ......... ,!;V.;.•• F`N p E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8360 4 15-080 ST3IONPL WALTER A TILLR Jr.P.E. P.E.•SM/SIGNATtI9t/DATE FLORIDA Lia.A 44167 5 SHEET 6 20 OF 20