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HomeMy WebLinkAboutProduct Approval Mal TAO'Business & Prokssionate o = BCIS Home ,j Log In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map Links i Search Florida: ra Product Approval USER:Public User I Product Approval Menu.>Product or Application Search>Application List,>Application Detail FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved j Comments Archived C7 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy'Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist,-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code I I Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks . Blade 3-(Non-HVHZ)-Drwg 15- (topand bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.,INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc.. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A. Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2'.'for 110 psf ASD load for HV3 blade.w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other pans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab'of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A!INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p:s.f.for HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3. Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-,(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.AJ INC. DRWG.IS-084.pdf Approved for use outside HVHZ:Yes Verified By: America6Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 'R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See.schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next 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 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 here. Product Approval Accepts: EChecY M Credit Carel. Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSIE SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA -BUILDING COOS:THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF: CONTENTS BE,INSTAL ED WITH A DIRECTONAIM FACTOR Kd=0.85.USING ASCE 7-10 TWD SHALL NOT EXCEED THE MAXIMUM.(ASD.)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU 15, 19&20. IN ORDER To VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAH;BE FRIT,RED.uc D TO AS.D.DESIGN WIND LDADS AREA•1:..HV-BLADES C)dt AA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT.COMPONENTS AND ANCHORS.ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR SYSTEM COMPONENTS 1720 SHEET 2 ANALYSIS.HOWEVER.-A WIND DURATION FACTOR CO-1.0-WAS USED FOR VERIFICATION OF FAsrENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTTH-SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER - ATL REPORTS: TYPICALSHUTTERASSEMBLY 36-44 SHEET 4 - TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 0214.91-03, 0715.01-03. 9.1004.01-05,/1214.01-05. 80317.02-06.80609.01-10 AND 90210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASIA E-1886 AREA 2: HV BLA�ECt)AND HV WINDOW BLADE Q ---AND E-1996-STANDARDS(MISSILE-LEVEL-D•WIND ZONES.1.2&3)&-91220.01-10 AS PER TAS_201.203&203 PROTOCOLS LARGE-MISSILE. _ - _ _ _ (WHERE APPLICABLE) -HV WINDOW BLADE ®90505.07-OS AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 9 0725.01-88 AS PER TAS 202 PROTOCOL. - TYPICAL SHUTTER ELEVATION &:NOTES ON:LOCKS SHEET-5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADED AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCREIE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR OIRECr MOUNT CONNECTK)N-TO TRACKS SHALL DE 914x2.75"AND 014.1.75'RESPECTIVELY.410-HT MINIMUM SERIES CEMERMATE ALTERNDETAILSATING NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 Hai TENSILE STRENGTH.PINS SWILL BE COATED WITH BERTHA HV DACROSHITID COATING SYSTEM AS MANUFACTURED BT M'PROVED CFTITERMATE ALTERNATING DETAILS HV _ - SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION AIiGY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 630.0 ksi AND 35.7 Lai FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 .. ... ..- ... ... ... ... 6005-T5 ALLOY: MAXIMUM SPAN TABLES .. .. SHEET 11 " - " lWCHOR:SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 MSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kfi)MIN.YIELD STRENGTH AND 90 kal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND MOLL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BDLIS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 tai MINIMUM YELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE(D: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE O&O WORKING IN UNISON: 12, 13& 15 INSTALLAnDN DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM DEARS A US. PATENT 96'779.582.COMPONENTS Or THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 95'458.179 ISSUED TO 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 TO SEAL/CAULK AREA.3::HV WINDOW BLADE A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERIMTES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. - AREA 4: HV WINDOW BLADE L E J ONLY 11.SHUTTER MANUFACTURER'S LABEL SEWN BE LOCATED ON A READILY VL4I13LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6,3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12:BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e:'WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED aN THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COMRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECF)C.PROIECTS SHALL BE PREPARED BY.A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE TROJECT AND:WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SHALL SUBMIT TO THIS LITTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - (e)ORIGINAL P.E.D. SnAL1.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Fr. iN F ... . ... FLORIDA BUILDING CODE(Hon High Velocity-Hurricane_ Zone A. zots EASTERN METAL SUPPLY.INC. BERTHA H TM Q ice_ A S I.A. H.VAccordion Shutter System * +-= t L E C O f y.c. .. . .MAX#1 W1 OR W/O TLV.WINDOW HARE -oc American Shutter Systems :MMcpR,ON DAR- 0w.ai EDI"WL, nWT TESTING & ENGINEERING COMPANY 10 "�nTE OF ASSOctatfon� Inc. -t. OLD it-192 4/I3/15 DATE-' 4/13/15 F ` 635]N.N.3618 SL.St,.303.Na'WA GNOENS.FL0?M 3316 `• Ph-:(305)971-1530.Fax:(305)871-1'531 4268 WCstrOOCIS Drive 2 DRAWING NO =.. aR(.���� c-maz 6lecaoam.c6a1 West Palm Beach. FL 33407 3 /0 GN`-,.%` EU-00067.9 15-085 .,/0 EN \�` WALTER A.TILLIT Jr.P.E. 4 '77F111 1 N7"Y FLORIDA LIC.9 44167 5 - - SHEET P.E. SEAI.7S��I�TURE/DATE 6 1 OF 20 VARIES 1.918•. .. 1.491' 6 r s. .@As• Ma[. 1.100• .7�.r o �� ` 0 454' � � •`� 1 4.371 - o St• -- 4 0• :fir• .. ILS--- 4.857' 4.999' R,j r5 HV 90'/180' STARTER (J HV SOLID BLADE 3OHV UNIVERSAL FLOATER ":• O COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE L!/. QUALIFIED FOR USE�W/_HV BLAOE� 04. HV DIRECT MOUNT HV BLADE(D HV WINDOW,BLADE* 6005-T5 ALLOY AND TEMPER' "QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER . -SEE LIMITATIONS OF-USE of BLADE ®ON SHEET 19 BIADF. .37' o _ _ 8063-I6_ALLOY A iCMPER .124' 6063-T6 ALLOY AND TEMPER - -_3.32G._--- - - - _ - - 065• - 7 • y3' 2.670' 3.556' h' (�) 2_._ .994•__ 1.0 T3.226' ' T6V . - -_ ' - 72 i 842 HV ADJ.-ADAPTER WHIP `656• +2•' N1.375' 072 Zr_ O ___ .920 ounuFIED FOR use w/ Hv - ®HV WALK-OVER TRACK (6HV A)J. FLOOR TRACK 13LADEt QUALIFIED FOR U�SSE W/ Hv 9 HV TRENCH TRACK ' 3750 6063-T6 ALLOY AND TEMPER BLADE(1) OQUALIFIED FOR USE W IIV QUALIFIED:FOR..USE W/ FIV 6063-T6 ALLOY AjjffD TEMPER BLADEi&ONLY.- HV RAINGUARRD BLADE 1� 6063-T6 ALLOY-AND TEMPER QUALIFIED FOR qqE W/ HV 6063-T6 ALLOY AND TEMPER = VARIES n � 1.936"_ :BLADE i -1 +915_ VARIES" 1,936' 6063=T6 ALLOY A D TEMPER • L917_.._. .. __ o 083' 083• SI. .061' _.084: of .093• _ ._093' m .. 0 25' 060' n o _ B_79 t .93• - 3'' Oe1p. 670 1.686• 70 3.529' "_.._3.520'_'_-_ -'� -. 1 HV HEADER SILL 11 HV CEILING HEADER C� �3 HD CEIUNG HEADER/SILL Q FIED FOR USE W/ FIV BLADEr1)ONLY, QUALIFIED o6OR76 ALLOY ANp SLEADR(JONLY QUALIFIED FOR USE W/ FTV BLADE�1 j 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND.TEMPER 6063-T6 ALLOY AND TEMPER BLADEiO ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A B T1 T2 T YXWLYWLt t . /'� 2' 2' 0.125_• I' 1' oA62• L! 2- 5'MA%. 1/8' 1/8' 3• i. - '. 0.090' J18 2' 5'M4X. 0.192' 0.192' - 16 SIDE ANGLES -- -� 20 CORNER POSTS 19 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5• 7-MAX. 0.190' 0.190' QUALIFIED FOR USE LY/ HV BLADE. QUALIFIED FOR USE W/ FN - -BLADE n 6063-76 ALLOY AND TEMPERBLADE QI ONLY. 2' 5'MAX. 0.139' 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity.Hurricane Zone 2015 EASTERN METAL SUPPLY.INC.. . BERTHA HViM a Q•:•'. N ENS •'�. � 1, - Accordion Shutter System E.0 O INt. A.S.S.A. KV,KADE,#1 W/CR W10 H.V.W DOW RME *c. American Shutter Systems qEV.N" -DESCp1"M DATE DRAWN BY;'MA_ TIUJT TESTING & ENGINEERING COMPANY - ¢_ Association, Inc. , oLo.n-192 4/u/ts wTe 4/13/ts STATE OF �y au+Nw.J61h s�,s1[.305.NRGNu cARDENs,rtoaal�1 4268 Westroads Drive. 2 Phone:(305)871 4 il:N11ucvOuoEoum .West Palm Beach, FL 33407 3 '��i �F•.F�D��O t.-•`�'\\`�` EB-0006719 ter/ FS 4` WALTM A TILLff Jr.P.r .. 4 _085.. SIONAI „� n �, . oaon uz.®44167 s SHEET P.E. 9I76/64b00RE/DATE 6 2 OF-20 . .. .. _ 4.60' -.929' t/4'-20a1/x' 1/.'-x0 ¢CASt 4.576' ___ .745• 2.293' - _I 34. F1A7 NEAR THREADED HOUSUC EWUEL 1/ ARCDb7-'l_EL` r�1 93", 745' I (2 Y.S BNtEO PANTED 7NRF op (2 TwJ -- OR65 TURN '91 I .1 n 8318, �6RISS. WASS Cn1M>ER 1` _ a.4j4. I _. h KEYS(OWME (CNROYE PLATED) --___ �_ il 1 o m 21 HV CENTERMATE ,+�yy���J cps. �� -o`. asp `1.325" S�fY a'= ) K) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(D&0 ONLY - -ALTFI HV FLOATING CENTERMAT o , -3.023' - - - .BT'• QUAIL IFIED- OR USE W/ HV_ QUALIFIED FOR USE W/ hN 6063-T6 ALLOY AND TEMPER QU EO FOR USE W/ FN DLAUEU& (1�ONLY e -- BLADE(& ®ONLY. BLADE Qt & ©ONLY. 6063-T6 ALLOY AND TEMPER 4 HV CORNER CENTERMATE _ 0 A ED FOR USE V HV BLADE�I)ONLY -'. ta' 2674' LIFl6063-T6 ALLOY AND TEMPER PLASTIC HEAD 2 b O _ M 518 1.756• 922' - __._- OLDER W- _ - _ _ 9.045' .I- SCREW j ^?.079' 1.753' - y .360'AFTER RP16NG -062, o to 1/4 5.X�3/4" BEFORE RNEIINC �1. � - `V - S.S. THUMBSCREW -1147 0-20 RIVNUT* 0:1 *SEFUM 9444 A�YR81M(2024-T3 ALLOY)LMGE FLANGE nmr B J.I QR<iY SNLET NUTSERF.PART 0620.AS MANUFACTURED 6Y AVDEL � FLLOttf ELEVATION _ C1IFMC{OJ..PAR9PPWY.LAW JtREY 07054 OR ECUPL 14N1 HV MALE "T" LOCK CENTERMATE 4•5 HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED'FOR:USE W/ FIV BLADE 9ONLY � HV FEMALE -"T" LOCK CENTERMATE ou o FlED -LIE ® QBAURED FOR USE..W/ HV QUALIFIED FOR USE W/ HV BLADE(a)ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV' W/HV�BLADE LADE0ONLY. 61ADEQI ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 4.917" "1.917 h 3.161 A- THUMDTURN I AM CYLINDER OR :063 .062' m� KEY CYLNDER .214' .214' u� ' - .545 in ' m --." Im n1 � in 0.073•Min. rmo � �i 1 .125"Na>t. HD CENTERMATE W/ NO LOCKINGOD S HD CENTERMATEW/ LOCKING 0 a ml OD0 o m QUALIFIED.FOR USE W/ HV BLADE 1 &. A QUALIFIED FOR USE W/ HV BLADE 1 & 1A HD CENTERMATE'S INSERT 80`� *-K4 6063=T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER VARIES. 12'RAIN. QUALIFlED'FOR USE W/ HV BIADEt)&- ---- 6063-T6 ALLOY HAND TEMPER /4'@-20 S 'OR3/6'@-t6 ..1 - ti 2' .. UMBIURR1 0'- AI THtA195CREYS /(SEF-OETARS) YUNOEH _OR LY 1.76 M.. •aI .. 41 1 ® LOCKING RODS �_ /40 ®'HD LOCK '.375'0 "�, QUALIFIED FOR USE W/ HV BLADE01 3/B"0_16 ACETAL `3�l(J HV�4" 0-20 AISI 304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333.HOOK DOLT LOCI. JJVc� 6063-T6 ALLOY AND TEMPER �/ JERIES S.S. THUMBSCREWS . QUALIFIED FOR USE W/ HV BLADE-O& lA Q $,)INSTALLATION WILL REQUIRE A. 7/16'.HOLE THUMBSCREWS QUAUFlED'FOR USE W HV BLADE DTTFFILLED-AT TRACKS FOR PROPER EMBEDMENT -QUALIFIED F \\ !W#, V EILACEQ7 / Cl) FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone .. .. .. .. .``� ,,,.. .. : 0.2015 EASTERN METAL SUPPLY,.INC. . .......... ✓,9 ���ENSF ••�.; -, BERTHA HVTM Accordion O �� � � sILA.S.S.A. •*: ��// i�_ - """ - American 'Shutter Systems y. .DESC"PmON GATE DNAWN BY: M.L. TICCIT TESTING & ENGINEERING"COMPANY A�SOCTctIOn, Inc. , OLD 1J-192 4/13/15 DAL• 4/13/15 o': ��YnQ ,rte 0155 N.W.3fi RSL,Stn.JDA.VR@ A[MOENS.FL�1-1."t J31fi 4268 Westroods Drive 2" - (305)871-1550,Fvi:(305)871-1."l - DRAWING No ''moi F '••....•••'•C� �� @-mom:tat-O..L.- West Palm Beach, FL'33407 3 SSIONA� ,.�``, ro_0006719 - - -- 15-085 WALIEA'A TACIT Jr.P.E. 4 nun1101y _ FLORE)A Ife.}44167 5 SHEET - 3 OF-2O P.E..SEAL/SIGNATURE/DATE 6 SHUTTER ASSEMBLY SCHEDULE FOR H� 1 HV 41 3/8'D-� 1 10MN. PCE 4625' --�- — _— 40 3 � { 14V BLADE t 1q 1975 1_ ® \I ? jW WINDOW BLADE 0025' Sri x_y 0675 .062Y HV BLADE 1A s, 975* W LONG RECESSED NYLON BUSHING 4 x�� I I KNUCKLE °oPENiN 0625` 1 00675' Y ® HV SHORT RECESSED NYLON BUSHING 3 � I j - FIAT PORTION _ - I R1 J ® HV NYLON HAT WASHER ^--..---- .I (D OR ® ry v LL I I I - J lolbN —-- -- I Q HV WHEEL CARRIAGE AISI 302-303 SERIES 40 n44 ///e2.0750' X i_1 1 - 0.870'x3/16' THICK NYLON WHEEL. _- 3 I i - - `� I W �' FN NDOW CLEAR 0.1880 AISI 302 SERIES S.S. RIVETS �._. .I n>{—I-j-13100 SD�`1 I -- ! _I .0625' 0625'3 037500• 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I i - pp OjCS f 5 3/4" V __� .� -+� ON C TER$� Dn Y C 7500. HV 2._3/4' ACCORDION PIN W/ #6 HEAD * I --��1—_ � 41 �7�'Q=� - I � a.2 1/3' - -" 1-•, -- CLEAR ..� ® POLYCARBONATE IMPACT RESISTANT tN WINDOW. j- I `BETWEEN TYPICAL HV WINDOW BLADE AND I I ��.I. 3® POLYCARBONATE HV WINDOW DETAIL ; ! 4OR ® or ®3 NOTE FOR I 1 I I %UIREMENTS) OOR I �}1POLYCARBQNATE IMPACT RFSISTANT HV WI Dk_ -1� BAYER MAKROLON3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC BLADEKNUCKILEFOR y _.--14----- - , !1To DLADEB ME INNOVATIVE PLASTIC L.EXAN 103 RESIN BE EXTERIORUy PIN OUIREMERTS AT OR I.I (SEE NOTE 'F' ON. SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR rBOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR s ! i ! POLYCARBONATE;SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY I EXTERIOR APPLICABLE neuT 11'P.CAi PROPERILR SlNasl® N.T.S. - ,,HV PIN©2 OR 4 AT RETETdIi[ YIv.L��i (2) 1 I PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT ExT TOR BLADE'S KNUCKLE. 1' PJC3fdl: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV(D 0o.3z4' �. (SEE:NOTE *.FOR SPEC Arn W92 OD43 Wk' TDO mf4 BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. REQUIREMENTS) - 04B=,1— f I IlUi=rF10 STIR IM N ISD6W 9.400 V,:. 9-SM u.41 TYP.-- !I! FLIDWIIA.SiRENCM Al VELD ASTM 0190 Iy6W psi (3) HV PIN © OR 1z W/ 1/2" O.D. 1/16" THICK S.& WASHER O nrxuwL moo cus Asru DM >.nooD Pa w.Dao o... SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 9� :j! ! SHEET O �I} m><a1tD MoD Attu o25c la rl-le/ n MEL CARRIAGE DETAIL S DML De60Y ASTM D2a 47.2 s a..5 It " MEL., ASSEMBLY LAYOUT MIX OF DUWWC Hyla De3T C-I TATs C-I EIASS ry;T.S. - SFXF I:gNON ASIL 01929 IOW T 9.-F 1SAUKER'S ASIY 0755 TQSILF STREWTH MEN•CANT AS1Y LSa 9Y12 Psi. a6.0-I. Q1 HV BLADE SOLID & fA HT WINDOW BLADE DETAILS TD'�EMus 01yon ""M °'61"` a�D"`L N.T.S. FLORIDA BUILDING CODE(Non High velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTIJ =� A S S A Accordion'Shutter System L ECO N G. TLV.R-CE#141 OR W%O TLV. WINDOW RADE �I American Shutter Systems EV.fk t)ESCRIPTIDN DATE "DRAWN Or..M.L. TILLR TESTING & ENGINEERING COMPANY *; Association. Inc. 1 OLD 11-192 4/13/15 HAIL, 4/13/15 ATE DF - &L s n W.339 SL,n� LS. AC9 A MA NS.FiCMA 3318 O' Phone:(305)871-1530.Fa•:(305)871-1531 4268 Weslroads Drive 7, DRAWINC No ORIDP .'cv� ` 0- 09:6ltecoODm.4on West Palm Beach, FL 33407 3 s/ONAL E ` WA IFN NLLRTJr.P.E. 15-085 P.E. 9(Yi 31a1�5(URE/DATE FLORIDA'Lio.d 04167 5 SHEET 6 4 OF 20 NOTES ON HV "LOCKS AND CENTERMATES: 9 u N s r u �A�P�•��® 1. MANDATDRY CONDIIbN-11:ONE HV LOCK or®SHIV.L BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN ^l7 OR 12'ABOVE ORBQ OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR.INSTALLATIONS T ANY ELEVATION. WV LOCK(21 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `J 2.4ERG IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 1'WO HV 16 m LOCKS� ; 5 OR Q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR Q SHALL-BE,AS..INDICATED ON NOTE_(1)-ABOVE /! r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL-SHUTTER ELEVATION. - 32 OPTIONAL CONDITION N I,ONLY WHEN 7DRY CONDITION J7 A UMRED MAPoDArtTORY CONDITION v OR N ! )S USED W nM OCKS. LOCKING DS(S�1 ARE N IRED T URftICANE N, BUT MAY 4 Orr 5' 6 -0 4- -- ,• 'Ey --" "BE.-USED IF DESIRED T0.-ENHANCE SHUTTER PERFORMANCE. LOCKING RODS qy OR AN ALTERNATIVE DEVICE II MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION).tt �W^ 4. ONE HV LOCK 6 0 SHALL BE USED AT CORNER,CERTERMATES FOR ANY SPAN o AND L45TALLATIONS AT AAT[ HV LOCK or(5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, K -- _ _ ATTACHED TO r CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 11 -AT=TOP.& BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAT70_N, Sl Is a I'v,� MAXIMUM SHUTTT32 SPAN SF4411 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ° _SV4 3g. _ ONE ALTERNATE NV LOCK 49 MAY BE:USED IN LIEU OF HV LOCK or: FOR ANY,SPAN AND - I INSi - NS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR qj CENTERMATES SHALL BE MADE W/1/4'0-200/4'ALUM. t N RNNUT AS SHOWN ON SECTION WE. SHEET B. ONE LOCK SHPLL'BE USED AT 1/2 OF SHUTTER SPAN OR TWO. ( �l ZVRS II LOCKS AT 1/3 OF SHUITER'SPAN. �� �� 6.!4!NOATDRY I:ONDTIION.+3 FOR KEYSTONE MOUNTING IMALASIONS, ONE HV LOCK®or @ or®SHALL BE USED AT 1/2"OF SHUTTER SPAN FOR ANY SPAW OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or gill MAY BE USED AS AN INSIDE OR "- - - OUTSIDE LOCK, ATTACHED TO 0,or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'=20 x 1/2'LONG FLAT HEAD S.S. SEE END _ M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS O• W/ CONNECTION OR CS�TOP ADD BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f E N 1 I K - SIiEITS 10 h . EIc1TiT FULL i u -�` - - *NOTES ON HV -T--LOCKS-AND- CENTERMATES: OF CORNER 1 SECOND.AL7ERNA7E TO MAND&Mg COMMON - . AND owwwars AND CENTERMATE ONE ALTERNATE'HV'T'LOCK Q0 MAY BE INSTALLED IN LIEU OF HV LOCKS OR q0 FOR ANY SPAN AND /1�(Rl�tp , � INSTALLA71ON AT ANY ELEVATION. ALTERNATE LOCK Tq rY BE USED AS AN I;DSIDE OR OUTSIDE LOCK.ATTACHMENT `lam lJ 07 ./ OF LOCK®INCLUDES USING LOCKER�Y AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CEWTERMATTS''q' AND 2 W/ 1/4'0-20 x 1 1/2'LONG SS:THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RIVNLIT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' © O•LJ°P©•OO °P MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S@ TOP AND BOTOM IS MANDATORY. �J•i s�D I s• t 9•�s« •6� *NOTES QN HD LOCKS & CENTERMATES: j. (J : ONE ALTERNATE HD LOCK( MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCUS OR TOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE HD LOCK FJ4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO @ IS W/3 08 x 3/8'F.H. SS.M.S..AND INCLUDES REINFORCEMENT IN11 SERT AS SHOWN ON SEC11ONS H08- AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR'12'M=QIUM BELOW OR ABOVE MIDSPAN. USE Or LACKING RODS®IS COMPLEFELY"OPTIONAL FLORIDA BUILDING CODE(Non High Velocity.Hurricane one .. .. .. -. -``�A`��1�A.TV"'Aq - -- ... .. _ - 0.2015 EASTERN METAL"SUPPLY. INC: ,�PBERTHA"HVTM �-�CENSR'••4D'', �� ILTE C O �N�. A■&S.A■ Accordion Shutter System TLV.BLADE#1 W/OR WHO TLV. N1NW ELIDE American Shutter Systems INSCTNPnoM DATE DUWNNr ML. TILLIT TESTING & ENGINEERING COMPANY STATE OF i C 6333 N;W.3.tA St,3M.373.NflCPN DA Da15,rwNa At Association, Inc. I OLD 11-192 4/13/15 OAIE: " 4/13/15 •'c� 'Phone:(315)871-1530.Fax:(305)871-1531 4268 Wesfroods Drive z"_ - DRAWING No s rb• .....G��,. aLItc oft 1—. West Palm Beach. FL 33407 3 -q, -00067 9 /ONAIE +`` WALTER-A,TIUrr 31 .P.E. 4 15-085. �n a+` FLORAA Uc. 4.1.7 5 SHEET P. 6 5 OF.20 POURED CONCRETE fONCREfE ANCHORS OR CONCRETE BLOCK POURED (SEE SCHEDULE ON REQUIRED - 1/4'0-20x3/4'S.S. POURED; CONCRETE SHEET 13) CONCRETE ANCHORS MACIllNE SCREWS - CONCRETE REQUIRED REQUIRm - O� FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 mE(SLE uOuTING 101 ON sHRT A SHEET,1.3) NUTS A 12,O.C. (SEE SCHEDULE ON SI IEET 13) 1,.. 1• �- -- 1 OR 14 _ �Min.� .a.1/4'0-O.3NLa.'s,S. -- *Ell-,,�_JAC"NE_ SC _ _ ""EO fin. .. .. .. �_ - USING I/4'-20 NUTS 2. 12'O.C. - E.0.4 /2. ".250'max. __ _ - OR S - -_ .J'.+� _._._.13 GR 1 S 0` $ .250' I i i Max. I I I Max. - C. • OPTIONAL i I SIM 9 FOR _ I O GLASS _TO_- GLASS IAD�_ _ _ - __ ' __ ISEPARATION IfFOR RADEIDNu COR 4 I EXISTING —(SEE SCHEDULE SHEET Ii)— JSNNG 9VM(D&0 _--- _. _ I i MIN.SEPARATION TO GLASS GLASS-T ..L., r`(SEE SCHEDULE ON SHEET it)— EXISTING 1) EXISTING i CLASS_ - - C HV WALL HEADER.INSTALLATION �A HV WALL HEADER INSTALLATION' HV WALL HEADER INSTALLATION + KEYSTONE �- --- 1 MIN.SEPARATION TO GLASS rft EXIST1Nu_C /,''�♦ i _ nU571NG � (SEE SCHEDULE ON SHEET 11) 1 S=OAA(5(I Ir. III --�.OR lrJ' I MIN.SEPARATION TO GLASS I CLASS STING . I M W 9MACE lh rli� hr _(SU SCHEDULE ON SHEET M— ON 3ffi 19 TTA LµµUll LLL��UII R/fx.Smk,'[I) � � � FJCISTING i � i�-OPTIONAL i CLASS--� I .D.• r L I I I 1/4. r 1/4:MOx. it OPTIONAL, - - —13 OR OS —I is ZJ E.D.t i i i i - D. ' \ I I i i I/z' EQ- r �-1 12 ORI 4 L_ _- I �_.-1/4.0-20x3/4'S.S. rr Min. PHILLIPS TRUSS HEAD L L 1/4'0-20x3/4',S.S.PIIIWPS- I L 1 1S E f` MACIRNC SCREWS USING _"� -_ , CONCRETE ANCHORS .TRUSS HEAD MACIIINE SCREWS ONCRETE ANCHORS TToz I 11/4'-20 NUTS 6 12'O.C. -(SEE SCHEDULE"ON 4Y/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) � Min. POURED CONCRETE SHEET 13) POURED CONCRETE" ����f OR CONCRETE BLOCK OR CONCRETE BLOCK Y I 1Q0CRETE ANCHORS REQUIRED SCHEDULE ON - F HV:WALL :SILL INSTALLATION QD HV WALL SILL INSTALLATION POURED CONCRETE_,_ (SEE SHEET 14) WALL REQUIRED O - OR CONCRETE BLOCK WALL REQUIRED �E) HV WALL SILL INSTALLATION cDMflrkATON OF SEC.TION5: INSTALLATION DETAILS W./ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E D. EDGE DISTANCE ♦ SEE UNI AtIONS OF USE FOR ASSEMBLY 0 H V. B LAD E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1! ON SHEEP 19 IN ANY WAY TO SUR ANY INSTALIATION. .. FLORIDA BUILDING CODE(Non High Velocity..Hurricane.Zone �� Ix, ... ... . 0 2015 EASTERN METAL SUPPLY,INC., BERTHA HVTM Accordion.Sbutter Sy "00ste mLI ECO c. A S S A _ KVIXXX#1 W/OR W/O Kv WWOW 0-AM L !� /,/'� AmerlCdn Shutter Systems .H :DESCMPDON DATE' 'DRAWN ITT: M.L. $AT F :�` TIWi TESTING & ENGINEERING COMPANY A�90CIOttOr1. IAC. 1 1• :.OLD 11-192 4/13/15:DATF- :,4/1J/15 9_•, ua;a N.9r..wu.St.sm.ws.wec9u eeROENs:n.o9a aT1 .. - - T —c{ � imam:(305)871-153D,Fa::(3Ds)R2r-fs31 4268 Wcstroads Drive z �SHEET WING No F n61: a1«90.0..9m West Palm Beach, FL 33407 s sS� ... G �. ®=0008719 4 5-085 . z"�r�teONA�IuN`��" wALiTO O inls P.E. s . R.E..SEAL.J9(�NATURE/DATE s .. s-. OF.20 POURED CONCRETE ANCHORS ... I lax SEPIRATIUN 1 1 OR �� i .. - ux'SWAM _- 0 CONCRETE (SEE SpiEDULE ON sITECi 13) 10 aAss(',FE 'UTI EXISTING 1 1 I In GIAss - 1 REQUIRED 1 EDCE OF -'1� D1 m 1 CIASS--i ux xr'r nd i(�x SOWULE a s / _ -SLAB IF j ON SNEV is"D. 'APPLICABLE E)Q 5� �Smtt`� I I \ A�11 I I 9 GLAS _ I ALTERNaiE EXISTING ' E I ANCHOR 11 11 I I 11 GLASS 1 ✓ i LOCATION i i ..: i I #10x3/4'HEX WASHER HEAD i i 1 i i 11 11 OR 13 OR 15 3/a Yw.. TEK SCREWS® 12'D.C. i FDCE OF - i 3/a xw� CONCRETE ANCHORS 8 APLAo IF ' N SEF`SCHEDULE ON SHEET 13) E ' 1 I J �_' 7 ' (. ..i FOGE OF `p EXISTING 1 I CUGE Of--+ //t; 1 2 _1 E K`E of /// / - SLAB UP IF - L SLAB IF / ' / -1 -SLAET IF Tart gyyyygl I( APPUCA13LE E.O: - O. APPLICABLE -I POURED FLAT FEAT)CONCRETE ANCHORS ro CLASS(� IyH1 POURED I U.� CONCRETE 1�TO CLA S(ME _ _ _-/ --• CONCRETE L REONRED t SCHEDULE ON SHEET 14) -- It-POR aA X e)w - 1 1 OR �COPOURED--// CRETE� __ __ _ _ _ _ r I _ _REQUIRED FIAT HEAD CONCRETE ANCHORS _-! (SEE SCHEDULEONSHEET 74) I 4AZ5(DAe REQUIRED —E•D'— --E• °'— It .TRENCH INSTALLATION - V D. ONLY FOR UP TO 470. -75 PSF A-S.D. SFr HV FLOOR INSTALLATION t OO HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER (-) HV CEILING INSTALLATION scHEDuiF d3. SHED 11 EXI50lM. _._._- CONCRETE ANCHORS CLASS—. 10:GLASS (SEE SCHEDULE ON 1/4T0 IIW avAiETL lAPO]N w/—(ON 9m"")-- I I SHEET 15) Alauaa THROOFOIN O aN j I 1 1 DOSRNG I _ _ EEaC4laGY OR 1/0"0 FGWM I 1/4" DOSIWG El(C151TINC'-_1 TOA�AAlnrl ro GIM1S3 ,� rll �___O OLASS--1 I Fb'Rx7C;TeaPO++:luogls w/ GLASS-'•' '-iltS LoaDW[d 9HII 1,1 I 1 i n.sTvuulml fo 1 3/4'MN.ElIBUOU IT o 6' I/A%. I '-(SIL soenulc d I O 1 O.0 FUR UP 1D 0'-0'.SPAN uID II I III i/^\ P O.C.FOR SPANS IARGER DWN 1.1 11 :l 1 I 1 1 O e-W MAX APPLY 1/4 vSVL W AAT.TEWEf FASTENON WAD I r I I I i; MAX. (IV.)(SEE NOTE N ON S EET 11 L 1/2' #10x3/47 HEX E IIOfl LDa1ATO. 3/B MAX. WASHER-_Q, TEK SCREWS - - Y21 1 308 O 12'O.C. #14x3/4" FTE)(HEAD .y r- / �- 1 3 8' I I 11I-'• Yj" t/4'4-20.3/4'SS YS TEK SCREYS B 9'D.C. ! 9 / ��1 —#14.3/4'S.D.S. I _ ___ 11! 1 1 i I i/6' :i, - 17,rNGo`s-2D NUTS OR 1/4'0--20 5.5.M.S. CONCRETE ANCHORS ` 1 - - 6 7 I_ 3 O R'0.C. --_ Max. W/NUT M B"D.C. -(SEF.SCHEDULE .. 1_ .__ 1 - / '..= SHEET 14) 1'+ I \ D05IP'D NON 51RIIDiUR1L L@OR 18 7/2' --'1''- )7 R18 E, 2.D0'MIN.v WALL MIN(DECORAITVE I )i EDGE OF �� .1:•- E.D. S41) (' 114 4'F.H.S.D.S. MIN. _ '{ SLAB IF ,T 1 7/tl'/! 1 7/A- / EDGE _Y _._CONCRETE ANCHORS ` .- :. _ \ 9 9'O.C. _ -- s `n"�TE / SEE NOTE 13(b) SEE NOTE I3(b)- ' / D PLKIRED CONCRETE (SEE SCHEDULE ON ON SHEET I ON SHEET 1 D. .- --- — OR CONCRETE BLOCK SHEET 14) POURED CONCRETE f•� /1— REQUIRED OR CONCRETE BLOCK °REQUIRED O KEYSTONE MOUNTING INSTALLATION OPTIONAL C POUR , CK, HV WALL FLOOR INSTALLATION (I) HV WALL WALK—OVER.INSTALLATION MAx>MAE A.5 1).CUM PRE•SWE!E84,'-T2 W . MAX&AINI SINfTER SPAN 0'-0' REQUIRED �J HV RAINGUARD INSTALLATION t > THIS INSTALLAON SHALL 7)�(jF FOR COMBINATION OF SECTIONS: E. D. EDGE DISTANCE REMOVABLE A11EN PERFORMED = ADJACENT TO AN OPERABLE EKH SLA 11MITA71ONS Of USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUITER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE��ON SITEET 19 INSTALLATION DETAILS W/ (7' HV BLADE LADE NYUAT� TNCAN uATIEDIN ANY WAY IiN'STAAN, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A:.I•�(� ,A. c{'1.2D,s EASTERN METAL SUPPLY. INC, .. BERTHA HVIM Ns "' S S A Accordion Shutter System A. . . . FLV.HARE#1 W,OR W10 FIV.WN OW RADE American Shutter Systems RV. biscRIPTIcN DATE DRAWN BY: Nl TIWT TESTING & ENGINEERING COMPANY tit• TATE DF ` Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 6.333 N.M.SEN. 5)511.303, .F-:(0EN3,Fl 153 33I 4.268 Westroods Drive 2 Pnona:(3os)871-1530.Fm:(a0s)s7,-Is31 DRAWING No s- 11:LacK0000L�om West Palm Beach, FL 33407 3,,FS ...•.. �G EB-W06719 15-085 SlUIJP+�_����` WFL7aR�DAA.u�j4aff ,s7 3 SHEET E. SF��'f SIGNATURE/DATE G 7 OF 20' - SEE NOTES ON LOCKING RODS IN LOCKS(5 of oUT 90 IN r INSTALLATIONS W/ 1 HV ND ALItnNATE ITV LOCK®ON SHEET 5 i EXISTING C1A55 **BLADE SLACK DETAIL INF IS VALID FOR ALL -BLADE W/ HV..CENTERMATES CENTERUATS APPLICATION WITH.BLADE01 o.® ©•,Oax®qto-Q OR .. . . . . . SEE.END ALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 &:111-1 01 ©.O Qq©-.O.@o. _( 2.2•x1/8%O'-2' _. I ®'® SYMMET 61/2• - AL 7' ING — _ (6083-TO ALLOY)ALUM. OPPOSR. ANGLE W/(2) 1/4•0 TAPCON 1/2' oa©+ IVNC14ORS To CONCRETE I- CENTERMATES CEN— TER A S NTN, SEPARATION (TOP/lTO1TOY)& , _. 810x3/4•S.N.S.O 12' -_- _ (")4110.1/2" 4)810.1/2-S.YS.1.TUDE, --__ I- _ FULL LF7:GIiT.- -_ - _ _ -- — _ WJ HV LOCK lL�l�or 5 W/ HV LOC or .To cvas ---- - -AT-EACH-ANGLE.-(TYP)I I - D.C.- - - - - - _-_ -- * -'- ZG*------- - _ - _ - - Z _#_ - _ - =_=tONESHEETD11) - - JJ J 3. -p- – -- \C2)L 1. No 16 LOUT. HVC 10.O°^©� ©•�q HVA VB ©q®�©+��®a,o.�a POUNED CONCRETE OR De 6 • 7 EXISTING GLASS CONCRETE DLOCK WALL Is Nc- ®°R �'" SYMMETRICAL * 6 7 aA e • 7 °R MIN.:SSfiPARATiON LIN �•0+� .� O'® uvss 8 +®q 19.03��• EX CENTERMATES ©+�°R�'®°P®•® To CHEDGLASScJ .-J GLASS * (SEE SCHEDULE F — ——q©�®- m N//_Hy 'OC 8 OPTIONAL g 8 q 9- -0. 5 ON SHEET T 1) { * (INTERIOR) O © O © O_--ice-- MINTO GLASS ON ® � ® __ (SEE SCHEDULE I N OPTIONAL ON SHEET'11): ^� .(INTERIOR) .. - .. .. �,N OUT J - 0 CHETE G }� _ OJ � ANCHORS 0 / 1------ --- - S ®q ®�� I_ VARIES �. *. . —V \-02 - OUT6 1/2"MAX. SLACK OUT (EXTERIOR) HVE HVF** HVD _. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - INC. 02015 EASTERN KETAL SUPPLY, :. ` .\a�A.T.... BERTHA HVTm - . P.' \CEN A S S. Accordion Shutter System L UE O INC. H.V.HV•8130E f1 W/OR W/o KV.1MMM MADE *j �� f�'�•*e TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.m. ncscRwnox DATE. BRAWN BY:-Y:L. -p'. STATE OF 'C"G 5355 X.W.360.St-Stn x.V2GI A'C.RDFJS.TLORLA 331 AssOClatlon. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Ph—:(30S)671-1530.rax.:(305)871-1531 4268 Westroads Drive 2 DRAWING.No Uft-Qaol.eom West Palm Beach', FL 33407 s .......... .. �: ER-Do0671e - 4 15-085. h F �� WALTER.A.TCLrT Jr.PE. AL�N��`� TLOROA Lia t 44167 5 :'. SHEET P.E., ISiN( `�r(E/DATE 1. 6 8 OF 20 ALTERNATE-INSTALLATION. W HV "T" LOCK. HV MA E FE ALE .".T".-.LOC S CENTERMATES LOCKERS In HV BLADE gF�ENO CONNECTION DETAILS ON sHEErs 10 a +a INSTALLATION n HV BLADE OUT W/. HD.CENTERMATES 43�_ -W 1ilIDE o51ADK Dr7A1L Isur.NUGTED DN sTa>1 6, As w:A AS IIKYF7i5AL nDAAnNo BLAOE®DETCII Hw-NVD. - ®P q 6• ]P 8 m 1 • P MOIrATED ON TNtS EET.MY DE VSE)WIN TICS P TERN= ® _® INSYAUATaN DEraa IRO SNa"IN nusscYY. .. :SEE END'WALL CONNUZI= : . -- I 10•®P©•�©•©q ---- _ DETAILON'SHEETS_10 h 18 35, Alia•-x -- -- — -- --- - - p)Ho.t/x'S.IIs m T,mc� i 10.3/4•sAts•,a• - � - = --'---- ------- - (aPTaNAi.) .. Ar FAGN Axut.(Tm) D.a/tuL 1N xr. # I N 4)H.V. _. Irl (Y fI.V. rK%T DN et 30 HV "T'• ------- PINS(1YRJ - '7 3/.• s -) a istr mtD,.Ti rj :I - 3 - LOCK (INSIDE) - Q . 341e' - a aux D - -- _ I I 35` 31 OUT 31 oa 2 I oa 32 31 oa 35# 31.. 33 2 z Z -1/4 0-20 x 1 1/21• Ss.M.S. Q' - *SCE NOTE 6 FOR NV LOCK®. © W/ 7/8"0 x 3/32" WINGNUT. (aPTIONx>HDR—HVB OUT (DP,I�Tau HDC—HVC r-LOCK,ON SHEET 5. # SYMMETRICAL HD'CENTERMATES 0 HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERMATES W ® W/� LOCK (F.XTERIOR) J ( ' LOCK (IyT RIOR t SMES 94..AW,ANDD HVG* 2074-13 AILDY)IFRCE(LONGE,NN SNFE'T NUISRT.PMT I 0670. a®q©, +@-'®.®q _ AS MNUFACTURED ITY AVDEL 00ARI 1 D •LL..::ll•� TEXTORN.PANSIPPOW,NEV JERSEY ©'O•©P©•O•®q 07054 OR EGUN. w EGoD gom B e w®tars w 9EET 5 vArD 1V6 Ni t(Mr nuns uTs D R 5 mM a eE O HDD—HVDss FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone N.Tit ®2015 FASILRN METAL SUPPLY.INC: BERTHA HV; V�CENSE ;q'y A,��,',S,A■ Accordion Shutter System H.V.RADE#1 W/OR wjo KV.WNWN MADE. American Shutter Systems wv. ockwTION OAM okAwh'ar. u:L TILLIT TESTING k ENGINEERING COMPANY TATE OF rbc Association. Inc. s OLD 11-192 4/13/13 DATE a/13/1s �.� 63%RW..3GR SL.St..305.VIRGIN"GARDENS.FLORRA.1316 4268 Westrootls Drive :x ' ��. Phonc (305)871-1530.F..:(305)871-1531 DRAWING.No �. -,nae kilt—G.W.— West Palm Beach, FL 33407 3 �''�SS/ONAL����d• wu,�ti�ur a..P.E. . 15-085. ' nA a"� s SHEET 11 rLORDA La. 144167 P.E. 5EIa f 9II;NATURE/DATE 6 s OF 20 .. ... .. .- -.. .. .. ETE POURED CONCRETE POURED CONCRETE OURCONCR --POURED CONCRETE.OR OR CONCRETE _ OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED rT BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED - /�IXLSDNC CLAS EXISTING GLASS ::ZC�111R - EXISTING GIASS 2-WIN EXISTING GLASS MIN.SEPARATION -2'MIN, r To GASS(�F UN.�TION I LM SEPARATION SCHEDULE ON SHEET ro Ot�nss( 1 EQ EQ 70 GTl6S(SFE 11 FOR BLADE 0M9 TO CLASS(SEF SCI#D'UlE ON SH2T .1. '1 SCHEDULE�ON SHEET I I SCI£DLLE ON SWEET 1/16-x3-MAX.' .. ON SFFFf 19 FOR 11 FOR 81ADE(DAFIII it.FCR BLADE(j)AND RNID I1 FOR RIDE QAND (6063=76)CONT. HA�.SQh® - .. .. .. ON SHEET 19 FOR 1/2" ON SKEET 19 FOR. (LOCATE Ar _ _ �A�L 19 TOR ALUM.CLOSER 1 2 / It BLADES 0&� f—' RIVES & EITHFR SIDE _ ® AT E�ITFI(E(LOCATE YM. I I I ---- -'--' OF 0) ©) I - Jl f USE-l'OR 2-MAX.1/2•MIN. l / T— t #10:1/2' S_M.S W4V) / I �_.-- ----- (As AINU CU-E�ANGL/0'.o'-z I ----- i 1]10.1/2•S.M,S. _—_ a 16'O.C. _--- ALUMINUM CUP ANGLE ' ®-]6. (60W-O",O/ALLOY)AT S aHEI�iT - -- {2)1%4'0 TAPCONS AN TO _ - . I SEE DETAIL%FOR/ EITHERALL T 1'O.COF (LOCATE AT 5 ) OR OTIIIR SIDE OF 4Q) OR 1� _ SIDE CONNECRON 1 OR & SET:DETAIL X FOR �pR �' T0,TRACKS SFE DErwL x ro 4 - __ SIDE CONNECTKIN _ ®a©• 7Oa'8- !gee _ O f o.®or©•O7 a8O,10-'.®a. TO TRACKS T m�a�O7 a© 10'®' t0•• SYUE-CONNECTION �• ®�0•�0•©�' TO TRACKS 1 0-0.0-0•0- - ,a•��® x-0.0 ©a©o ®� �© @.-owe•0•®� ®a0-0 END CONNECTION DETAIL 3 END CONNECTION. DETAIL END. CONNECTION DETAIL(1) END CONNECTION DETAIL20 f'REQUIRED ONLY FOR SPANS.GREATER THAN.12'-0- POURED CONCRETE OR �IXISTINC GLASS CONCRETE BLOCK WAIL- IX G 4 ._ 4 19 FOR REQUIRED �' - - - 16%SEPARATION @1 1jz's.M. f TO GLASS(SLE a 1s' .c. .I'm S,,LON Y J ,i—_—_--� -------�` -.- < ____ 6 OR 8�DR) OR 1Oi EDL DtOOE0 CONCRETE 1/2'MIN. TO 11A4(SEE _--___ ---- 16% ___ O .� FORII FOR MADE QOR©OR(qOR(5 ON SHFET I9 FOR ANCHOR o _ t 1 Fcn Ea�sDE mANv 4 - --- CONCRETE _ �"��g 12.O.G. / 5 UI` �& ANCHOR I .0 OR� - I e o c. ---- -ijz MIN.--- 1 _' —_—_ =1L2-MIN. _ _—_ EO .. OR®OR OR 2.MIN. 2-MI/ _ ♦ SEE I'MRATIONS OF USE FOR �. BLADE IA ON SHEET 19 @.R@ -@ORU vlEw Y 5 DOR & ' PLAN OR ! ®u 6 7 m a Io• DETAIL X P.OURED.CONCRETE OR O'O OeO ®� END INSTALLATION CONCRETE BLOCK WALL �10m®�®`�Q•©m 10_m®'•0•�®•©� REQUIRED -©•O•®a©•O•®d 1 HV BLADE OR .. HV WINDOW. BLADE INTO ©•0-©a©0 ®^ ® ®�® Om®.©m o CONCRETE OR CONCRETE BLOCK WALL. ®•®�:�•�•O-®� ®.®e,®.®ate:® END CONNECTION DETAIL Q END CONNECTION -DETAIL© FLORIDA BUILDING CODE Hon High Velocity.Hurricane. Zone ... .. ... ... .. , 4� ... .. ... .. : 02015 EASTERN METAL SUPPLY.INC. . GENS ' '� BERTHA HVTM Accordion Shutter System A■SS. A■ KV.MADE#1 w/CR w/o KV.W1NDCIN BLADE American Shutter Systems orscrnPnoH DATC-- BRAWN er: M.L. - TIWT TESTING & ENGINEERING COMPANY AsgOCTati00e Inc. t. .O.0 tt-192 4/13/15 DATE., a/13/15 STATE OF C 6355 N W.36th.St,Ste.335,VMGM GARDE74C FLOFV N 331 ��•' Pn6-:(305)871-1530.Fca:(305)871-1531 4268 Westroads Drive s DRAWING No auill-ft.- West Palm Beach, FL 33407 3 15-085. Ss OAA4ER A TILUT J, 7i77j' / I �T11WeLT FLORUK lie#44167sE . SFIEET P.E. S�"�INjl9l�t'1AIURE/DATE .. .6 10 OF 20 CHF-DU 151 SCHEDULE /!2 SCHEDULE A3 MAXIMUM SHUTTER SPAN' "L+' OR -L-' MAXIMUM SHUTTER SPAN* "L+' AXIMUM SHUTTER SPAN*"L+" NOTES; (ft.). FOR INSTALLATIONS W/ OR -L ft. FOR INReI l ADON LEGEND —' - + -&® or or ( ) R 'L (it.) INSTALLATIONS _ INSTALLATIONS W/ Ca W SYMMETRICAL CONCRETE & WOOD (1) L+:MAXIMUM ALIOWABLF.SPAN FOR A GIVEN W/ ONE H.V. LOCK or or or & &)WI ONE HV LOCKS MANSORY_ POSITIVE A.S.D. DESIGN.PRESSURE RATING. HD LOCK IV/.NOLCKINRODSor ONE HV LOCK Of or. L-: MAX.ALLOWAULE SPAN FOR A GIVEN NEGATIVE ® ® ® ORW/ NO LOCKING' WALL A. B. C, D. E. M. N. 0, P, 0, AS.D:DESIGN PRESSURE RATING. CENTERMATES® &®W/,ONE HV 'r' W/ NO LOCKING RODS Q ODS MOUNNNG F. K & L R. S. & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES�t,tt) (VALID FOR MOUNTING Q (2),PROCEDURE YO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt SHEET 7) FLOOR/CEILING C. H, 1, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG- CONCRETE&W000 INSTALLATIONS b CONCRETE&WOOD CONCRETE MOUNTING & M As0. `Glx A5_D pVA INSTAI I aN ay,p WSTAUATIONS CNEN A POSITIVE A.S.O. DESIGN PRESSURE RATING. PR65VNE WALL MOUNTING FLOOR CEILING PR=RE WALL MOI INc ___ P SIR FtaoR/cEwNc MourFn9c_ _. DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE walrro MOUNIINC RiAMG & - GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (µ.L) (P•J3 FLOOR/CEIIING MOUNTING (a.`tJ OR DETERMINE MAXIMUM SPAN 7-'FROM SCHEDULE. It OR_) I.OR_) - _ _ _ _ (.cm-) noOR/WALL MOON NG (y MAXIMUM SHUTTER SPAN 'L+'OR •L-' FOR L+ (a) L-(R) l+ {U l-{N— --L F (A) I L-(n) LY (a) L-(D) FINAL MAXIMUM ALLOWA13LE SPAN IS EQUAL TO THE 30 OR LES -I6'-0' 16'-0' ",6'-0' I6'-0' 30 - 16'-0' I 16'-0' 30 t6'-O' 16'--0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO _ 105 psf.A.S.D.DESIGN PRESSURE RATING. MI I M DETERMINED SPAN BETWEEN -L+'AND 'L-'_ -- - 35 14'-f0' 14'-10' 15'-2' 16'-0' -35 _- 14'-10' 14'-10- 35 15'-2' 16"-l0'. - _ - - - _ 40 13'-10' 13'-10' 14•-7' 15'-2' 40 73'-10'-_ -13'-10" 40 14'-2' 15'-2' I - - - - -(3) PROCEDURE TO DETERMINE MAXIMUM SPAV FOR 45 13'-1' 13'-t' 13'-1" 14'-3'_ _45 _13'-1'_ 13'-1• 45 13'-4' 14'-3' t' HV CORNER CENTERMATE g3 MAY BE USED AT ALL COMBINATIONS IN OF WALL MOUF7TiNG5 50 12'-5" 12'-5• -12'-B' 13'-7• 50 _ _12_'-5' _ 12'-5' 50 12'-3' 1S'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: --- SHALL BE AS INDICATED ON MANDATORY CONDITION p2 55' 2'-5" I1'-,0" ,2'-1' 12'-11' S5 11'-10' I1'-10' S5' 111-1'— 11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _• .NOTE 15.SHEET S. __ _ __ _ _ RATING:. _. 60 11'-4" 11'-4' 11'-7' 12'-4' 60 ll,-4" 1 V-4' 60 10'-2' 10'-11' _---- -_ _ DLTERIAINE: 65 _ 10'-10 10'--7o' 11'-I 11'-11' 65 10'-10' 10'-10" _ 65_ _ 9'-5' 10'-I• L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70__ 10'-6' •10'-6' 10'-9' 11'-5 70 10'-6' IO:=_6' T 70 8'-9' 974' - L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING _ 75 101 10'-1' 10'-4' 11'-1" 75 - - 10'-1' 10`-I• 75 tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+-OR INSTALLATIONS. 80 9'-10' 9'-10' 101-0' 10'-9' ^80 79•-10' 9'-10' 'L--•AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR TURA GIVEN NEGATIVE AS.U. OE51CN PRESSURE 85. W-6' 9'-6" "9'-9' 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: -- - -- -..-..- -- SHALL DE LIMITED AS FOLLOWS: _ so- 9'-3' 9'-3' 9'-� 10'-1' 90 W-3' W-3' DETERMINE: 8'-9' 9'-2' 9'-10' 95 9'=0' B'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L7-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _- LIMITED TO +64,-72 p.s.t. AND 0'-0' SPAN, SEE L2_=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' -8'-4' 9--0' 9'-7' 100 8'-9' - W-4- MOUNTING MO ON SHEET 7. INSTALLATIONS. _TOS 8'-7 T-11" 8'-9' 9'-4' 105 a'-T 9'-,i'- -- THE 110 B'-4' 7'-7' 8'-Y 9'-2' 110 - —8_ -4• %'-7' - - _ _ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 'L- ;,s 8-2 7--3' :tf-4' . 18'-71' 115 fi'-2'- _ '`-3` SEPARATION TO GLASS, SCHEDULE MINIMUM BETWEEN l I+, -1_2i--, L, AND lz -2' 8'-9- 120 e'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-10' 6'-8' 9'-O' 8'-5' 125 - 7'-10' W-13- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5' 7'-10' 9'-1' 130 T-8' b'-5' WIND ZONE PRESSURE(EATING TO DETERMINE MAXIMUM ANCHOR 135 T-7 8'--2' T-9' T-9' 135 T-T'- 6'-2" MINIMUM SPACING. 140 — >'=s: s=,�° -7' 7'-6• 140 7'-5' =i,• ASTM E-1996 SEPARATION _.._. ids___-. 7'-3' 5'-9' 7'-5• 7'-3• 145 7'-3=' S'-9• TO GLASS, --150 7-2" 5'-7' 7'-4' 7--0' 150 7'-2' 5'-7" _ 1.55 7'-0' 5'-•5• T-2� 6'-9' 155 T-0' _ 5_-5' _ 1 THRU 3 1" _160 6'-ii' S'-2' 7'-1' 6'-7' 160 V-17' S-2' _ 1_85 _6'-__70_• 5'-1" /' U' 6'-4' 165 C-10" 170 6'-9" 4'-11' b'-11" 6'-2 170 8'-9' 4•-11' -- _ . -.-_-_ 175 6'-T i'-9• 8'--9' b'-0" 175 6'..7• 4•-9' - - - - . . . " C� HV BLADE lao s-6' a-s' S'-,o' tao s'-s 4'-e' L856'-5' 4-6 6-% -8' 1H5 -6'-5' 4•-6-90 _ 6-4' 4--56-6S-b - 190 6'-4' 4'-5- -195_ 6'-3' 4'-3• 6'-5' 5-5" 195 6'-3" 4'-3' 200 C-2' --4'-2' 6'-4" 5'-3" 200 6'-2' 4'-2' zos 6'-1' 4'-1"--fi'-}- 5'-1' 205 s'-,- 4-1" FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ©7.015 EASTERN METAL SUPPLY, INC. BERTHA HV IM . Accordion Shutter System ILE C O C. . RV.etADE�, W/OR W/O KV. aPDE.. .S A TICCIT TESTING & ENGINEERING COMPANY Arrlerlcan Shutter Systerns EV. DESCRIPTION OAtE.. IMAwN 91':LII c. ` *i - Association. Inc. - 1 OLD 11-192 4/13/15 DATE;':4/13/15 * — 63.`'5.N.W.361N.SL.SU.30.5,WRG6YLA GARDENS,IlARW JJt Phena (305),971-1530.Fa.:(305)871-7331 4268 Weslroads Drive ;z. - DRAWING Nq 4A a o-m.1 bit.cpOaoLcom West Palm Beach, F(_ 33407 3 15-085 FCO679 RO "�� WALTER 0.Ell��nLUT7Jr.P.114 �hs' AIfU W E/DATE FLORIDA Le /44167 6 SHEET11 OF 20 H i 1' m W D 'ILi,I O 00 I...o .ILJ z r. Z W N LO Lu_ m0 u ��> of z o Q p s I 06V O K '} 'U F IOiIN O N v€� f_n _ �v Wz V W 0 c Rm Oac i rwo ZW p .= Z a® vg V)Ill g Y W : ♦ m r O ' x 101 � y ■ o �.`�'�ml�nr amlmn mer I �n l Ilnjl it 1.jrjl l I n�l 1 1 lil',I III 1 1 1 I I l l llf�l I,I'I I. 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SCHFnULF FOR A GNEN MAX. SHUTTER SPAN: SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ♦en DESI.''A):NEGATNE PRE MRF RATING AND CORNESMONG MOUNTING TYPE FOR:CONCRETE OR CONCRETE-111(1CJT MALIATIDNS .. . .. . - (SEE MOUNTINGS E 0,d H ON SHEETS 6 A 7) - -- - 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: 'POURED OOHWEEE/OONCRIE.BNq(. .. .. ..POURED CONCRETE. .. .. (/) TO EXISTING PWREB CONCRETE(Min.rc-3 keQ . YAADBN t'JE WALLSILL MOUNTING ©CEIUNG:MOUNTING I�FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCONWITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER(14-rc =3 ksi) ANCHORS SPACING LEGEND - 1/4.0 X 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY AUL:POINTS SCREW.BOLT h SPECALTY COMPANY.(Nat.re 3 kai) 1) A.%M 0601 NMW PRESSM RAIM DESIGN A'WK FRESS IE MM D601 1O.WNE PRESSURE IYTNO W BLUE TAP CONCRETE AIJCHORS W/CPP AS YANUFACil1REDIRYFLORIDA FASIFNERS DIRECT,WC.:(Min.rc=2 k0i) TAPCON.OR 14 40160175 90 ITB 160 205 JO 10 AD 79 90 120 160 205 30 "40 60 75 90 120 160 205 - 1/4'0 TAPPER+ANCHORS PS MANUFACNRm BY-POWERS FASTENERS,INC.,M10 DISTRIBUTED BY ALL PoINIS SCREW,BOLT u SPECIALTY TAPCON WITH ADVAflCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W".THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 2 to 9 B 8 6 55. 14 12 .t0 9 B 8 6 6 74 12 10 :9. e B 6 6 .THREAOFORM TECHNOL04Y - - 3'-0- 14- 12 10 8 B 0 6 6 14 12-.10 .9 8 B 6 6 14 -12 10 9 B B 8 6 (Min-fc 3 k61) DR t{ 12 t0 9 B B 8 6. 14 t2 _10 .9 8 8 6 B 14 Y2 10 "9' e B 6 5 ALL POINTS:SOLID-SET ___..._-._. -- - BLUE TAP W/CAP NOTES: 14 12 10. 9 B B B 7 14 12 10 9..e' 8 e. 6 14 12 10 9 B..B" B 6. 0.1)MINIMUM EMBl1TMENT MTB.POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORII TECHNOLOGY PNQ40Rt5 AND TAPPER+ 14 12 10. 9 -6 7.53 J5 14 12 IO 9 8 B 6. 5 14 12 10 9 e B e' 6' T,wPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TPP W/CAP ANCHORS IS 1 1/2-. 4'-0- 14 12 10 9 8 8 .6 -6 14 12, 10 9-,I 0 6 .6. 1412 10 9 8--8- 6 55 14 12 10 9 8 8 6 4 14 12-1 0 9 B 8 6 45 14 12 10 9 8 6 4 15 0.2)MINIMUM EMBEDMENT"OF 1/4'P x 3/4'ALL POINTS SOLID=SET-ANCHORS SMALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT, 1{ 12 10 9 B if 8 4.5 R 12 10 -9 8 b 6 5.5 14 12 10 9 B 8 0 4S INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-L04G MINIMUM SHOULD STUCCO DOST,AND 14 t2 10 _9 7.5 55 J.5 - 14 12 10 9 B B 6 5 14 tx f0 _9__B 7 SS ♦ •SEE t> r^^troea or usE Fat 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 6 6 6 14 12 10 8 6 8 9 53 14 12 10 9 8 8 6 45 W/DE CNS T 19 - 14 12- 10 9 8 7 4 =_.'14 12 "to. .9 B b5 s J.5 14 12 f0 B-.8S 5 3.5 3" - _ _ _ A3).IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 /0 .9 e" 7S 43 - to 12 10 9 .e B 6 15 f4 12 10 9 B 6' 4.5 75"" "- - - "' - ANCHORS SHALL BELONG"INOUGH70-RFACtH 7HE.MAIN STRUCTURE BINMD SAID WALL FINISHES..ANCHORAGE-SHALL.BE AS INDICATW.ON:_ 14 t2 9.5'75 85 15 -_ - 1{ 12 10 9 .e 75 5S 4 14 12 70 9 tl f1 45 33 - NOTES A.1)k 0.2)ABOVE FOR INSTALLATIONS ON VINYL'SIDING OR:SFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -- 6'-0- 14_ 12 10..9 8 8 B - 14 12 10 9 _e "6 6 5. U 12 10 9 8 65 5 JS INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET T0. - 14 12 10'9 75 55 J - 14 12 10 0.S 7 55 4 3 14 12 B 6-5 5.5 4 3 - 14 12 10 B B 6 - - 14 12 10 8 8 8.5 5 75 14 12 10 H-5 8 S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASN C-90) 14 "12 e- 6.5 5.Fi J - 14- 12 ;10, 9--e 83 4.5.15 14 72' 10 8_ 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON YWTH ADVANCED:TIRrADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LLW.BUILDL 14 12 /0 9 B B - - 14 12 10 914 12 10_ _B 7S 35 1/4'0 a.3/4•-ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL-POINTS.SCREW._BOLT k SPECIALTY COMPANY. -0. 14 12 10. B 85 4 - - 14' 12 9.7.S 6 43 35 - 14 10.5 7. SS 43 3.5 .- - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 1a 12 10.85 7 4. - - 11 12 10 9.7,5 53"4_ 14 12 9 7 75 as - - - 1/4.0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERSFASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 74 11 7_55 4.5' - - 74 12 10 9.75 55":4: - 14 12 9 7 8.4:5 "S _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED,VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC- 8'-O- 14 12 85" 7 5.5 S' - - 14 12 8 6.5'S3 4.. 3' 25 9.51 8 1 5 a 3" B-1)MINIMUM EMBEDMENT L410 CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS ANO TAPPDt+ANCHORS 5 1 1/4'AND TAPCON 14 12 95 7S 8 - 14 12 95 8 03 5 - - 14 12 1 8 1 6 85 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'- 13 95 6.5 5 J.5_ - _ - 14' 12 10. B 65 5 - 14' 12_ B' 8.5 5 4 14 f2. 10 9 e - - _ 14 t2 f0 9 75 43_- - t.4'._ 12 B3 7 55 a' .2)MINIMUM EMBEDMENT OF 1 4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 8 / 14 1f5 7.3 8 A. - - - t4 11'7 Ss S 3.3 - - 11 8 5.9 iS ].5 - - - EMBEDMENT'INTO STUCCO SHALL BE'PERTAMED."1/4'0-20 SS IJACF4WE SCREW USED SW.LL BE 1 1/2-LONG YINIYUI.!SHOULD STIXXXI 14 72 8 63 4.5 - - t4 12 8.5 7 93 4 - 14 103 7 SS 6 6.5 - DOST,AND 1'MINIMUM FOR WALLS c WITH NO STUCCO. 11.5 83 5S.:{ - 14 12 9 7 :6 4.5 - 14 11 7 55 43 34 - 14 12 10 '9 s - - 11 12 10 e'es 5 - t4 12 B 6 5 '4 - B-3)IN GSE THAT PRECAST STONEY PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOR. 10'-0'- _ __ _ _ _ 14 1'- 7 S' J5 - - t3 9-5 65 5 4' 3 - 10 75 5 3 - ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE:SHALL BE AS INDICATED ON 14 11 75 54 - - 14 I1.5 9' 6 5 4 - 2S 95 0 5 -F NOTES 8.1)h 92)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL 571105 CON511LT TWYS ENl2Nf771. -' LO-S'8, 5_ - - - - - 14' 12 '8.'B.5 53 4 - - 13: 10'6.S 'S 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. ' 14 12 10 - -_ - - 14 12 9 7 6 4.5 - 14'I0.5 7, 55_4S 3.5 _ 11-O 12.5 93 5 _ - 12' 9 e' 4S i ] 9 7 4.5 ]S ] _ _ _ (C) ANCHORS SHAW.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 105 7 SS 4.5 - - - 15&5 5.9 4.5 .75 - - 147 45 - - 14 113 7.5 6 'S - - 1T 9 6 43 4 - (D) SEE SCHEDULE 13ELOW FOR EDGE DISTANCE(E_D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12--0-14--2-20 - - - - - u 12 B 6.515.5 - - - 13 110 6.5 s 4 - - EDGE DISTANCE VERSUS SPADING SurF{EDULE TOR aNQHORS: . 115 BS 4,5 - _ I1 8 SSt4l - 8 6 4 3 MAXIMUM ANCHOR SPACINGS.ARE VAUD,FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 95 B - - - - - 13 9.5 ESS - - - OS 'E 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SUIEDULE BY THF.FOLLOWING FACTORS. 9' [1410.5 '7 - - - 11 85'SS 45 SS - - - REDUCED SPACING OBTAINED USING FACTOR.SHAL-NOT HE LESS THAN MINIMUM SPICING INDICATED FOR EACH ANCHOR TYPE.. -O- L 12 - - - - 11.57.5 _ - _ 12' 9 6' 4S 4 - .. .. FACTOROS B - - - - - -.- 75 9 _ - 7:5 5.5' 4 3 - ACTUALz`s e.5 __ _.._ -. _ s 6 - - es s 4_ - - EDGE TAPCON CEDPLL POINT SOLID SET'BLUE TAP W/CAPTAPCON-WDHADVAN + XIE2 SIS 63 - - - OS 75 5 4 - - - - HYBLADE O DICTANGE THREADFORM TECHNOLOG " MIN.SPACING 14'-0' _ - - - 105 7 - 11 8S S.S 4.5 - _ _ LL ED. MIN.SPACING-3' MM.SPACING-•3' . MIN.SPACING 3 1/2' MIN.SPACING 3' 13 3/4' 4_ _ _ _ _ j 4.5 - - - 7 5 Jb 3 - HV B D W POURED CONCRETE IE iVIrBD OOf06.TE oGNaaEIE BOCK POURED:CONCRETE At POURED CONCRETE At pDUN D ODIOETE OD O TE fill1ET(' - - - - - B 5.3 4.5 - - - 0 BS 19 - - - - - CONCRETE BLOCK Iltl Fh,3 I/Y IDI.ED.•2 f/2' CONCRETE BLOCK f,DNCRETE BI.AICK LTi ED:a J 1/2'MN.ED-2 I/T's - - - - 95 7 4s 1 F7 WNDOW - 14H EO-Y MNED.-31 ' 0.84 1 TO 4 - - - - - - 10 6.5 - - - = os a 5r:- - - - BLADE WORKING _ _ 9_. _ - - - '4' - - - - - 6.5 5 J - - - T 1/2 -_--- 0.81,----l.o __ ._.--`- --'--- -- 0.67 I:O_-. 1.0 _ o.7e l.o IN UNISON ♦ - _ _._.. 10 - _ _ _ ._ _. _ OS 8 5 - -�- - - 85...6_. { -` _ _ _ _ 2' - -0.71 _ -. � .. 0.51 - 7 _ _ _ _ _ _ 1 S BS 5.5 _ _ _ _ _ 9 16.514.51_ _ _ _ _ 1 3/4' .__ _-0.91 _ _ _._ _ - - __ _.___- 0.43 .__. 16'-0- 14 _ 25 9.5 6 _ - _ _ - 10 17.51 1_ I_ _ _ - ..�..1 T' 0.35 7 - ------ _0,35 ss 5 - _ - - .a. 6 = m 0 Ln j M.Z 00 4 zin T� $ = o i a c O L O�J12 ; 0� N 7 12 m N w J Q �4_ C-D 0 L O Z W p II W m HN O p.Z l'I O.w:a W G O o o' er o °d + z'F� aa�� dd W Q k,,; L M Z' H N F- <U W =Z CL O UU rF/1 Qp,, x In In �'in qoK ZJQ NUN G1-Z.Pi O m ~ d4 V1 C } 4`� _jy.*. o V oa a.' � �. 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DEMN PRESSURE RATING(p.s.h)-AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHLaM SPAN. NEGATIVE A.S.D. DESIGN_PRESSURE RATINGAND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS:16& 17). - �EE3 U B..!E�T F=;Z SOUTHERN SPINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH' SOUTHERNPINE No. ::SPRUCE:PINE SPRUCE PINE 1/2" MIN. CD IA7N.G=0.55, FIR NORTH FIR SOUTH. DOUGLAS FIR WJ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD, �Nt1.I;LGA=SD.so W/ W/ MIN. G=0.43 W MIN. G=0.36.. Mn mn u SPAN(n) WALL MOUNTINGS CEILING MOUNT.T. WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT Y - M, N. O & R FLOOR MOUNTINGS M. N, 0 & R- FLOOR MOUNTINGS M. N. O &-R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8.0. 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EACH SCMM ON SHEETS 16&17. -SPRUCE PINE.FIR NORTH W/G-0.43(RAS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR.SOUTH W/G-0.36(N.U.S.) -MIN.1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEIUNC SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF tAG SC14VWS AS PER NOS 2012 4.ANCHORS SMELL BE:INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING.CODE(Non High Velocity .Hurricane.Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ,,�• 111,E1111I111 .. 1 L E C O N . X S■S.A■ ccordion Shutter System �•`�` _ .... . :`S9'� H.V.Hve1aDE yI w/OR wjo:H.0 vnNowr BLnnE American Shutter Systems REV.W MCRIPTION DATE DRAWN RY: M.L. TILLIT TESTING & ENGINEERING COMPANY 1.in X4167 ' F-dw.36m.SE,;,..m.MR6AP w-,:FLO oA 311 Association, Inc. , OW n-f 9z 4/13/15:OATS .4/.13/15 c' •'^*= PMno:(305)571-1530.Fax:(305)871-1531 4258 Westroods Drive 2 DRAWING No e=nrol:61l...O.l.Com West Palm Beach, FL 33407 s .. * STA OF .'L/.1 c WALTER15-085 &rLUT J,PX .• 4 .. 1'LOR(D!1 U. 44167 5 SHEET . .. ... 6 15 OF 26 0.-N... .. INSTALLATION DETAILS. .ON. .EXISTINGWOOD BUILDINGS ' FOR n HV -& .� HV* BLADES AS APPLICABLE MAX: SHUTTER SPA L+ .OR L— FOR INSTALL A IONS INTO WOOD.WITH HV BLADE1 ONLY SHALL WALL FINISH BE c LIMITED TO 105.0 s 'S DESIGN PRESSURE G S S 1 FOR MAX SPAN & __1/4'0 TAPCON OR.. . .S D. DESIGN . S FO INSTALLATION W JI)BLADE :& A WORKING U ON- APCON WITH ADVANCED. - THREIDFORM TECHNOLOGY ,I 1/4'0 TAPCON OR W/ I 1/2'M1n.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - ----I --- :OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF'THREADED AREA TO E%h'ONG G IiPN.BERT,TION H 1 , DOR . EXISTINGWOOD HEADER. WOOD HEADER(SEE SCHEDULE ON SHEET 15) _ TO MASS(SM (SEE SCHEDULE ON SHEET 15) 1/4'0-20x]/4"S.S.MACHIN G SlffDllE Qd a1FET x SCREWS W/ 4'S.S.0 NUTS E--SC FOR E ON 0fET ` 8 12'O.C. G ON SHEET 19 FUR 5 EXISTING t BLADES(1)&Q11 f Z _ _ __ Ea 0 -GLASS---I - I - _ y I r WALL FIN . ISH I I '"'Oil_TONAL ) � FINISH -_._ —Q . -©OR(7 q1 I DUSTING MIN. V 2"x4'W000 ®� ° .:r' IXISi1NG MIN. 11 4' -_I-- 14MER REOUIRED-- - 1 OR - .- ) _ ,214'-W000 . _. ( �f - * .. _I j'0 TAPCON OR TAPCON.WRH ADVANCED G I HEADER REQUIRED + I niRPADFORM TECHNOLOGY W/1 1/2" EXISTING ( wk SERN7NIO1 I I I I �-(D ` � Mir. PENETRATION OF THREADED AREA TO GLASS_j ��( MW.SEPARATION TO.OIASS. I I I i - EXISTING WOOD HEADER, 11 F.OR B 0X! (DAN _ MIN. SCHEDULE ON SHEET 11) I' 1.'` �. '' t (SEE SCHEDLAF ON SHEET 15) .-_11 FOFi BLADE IDAfD` .GLASS--I E]i!LA SG 1 _ 0.sw 19 FOR I - I \,2'x4'CUNT.s LL ( glV1ES(il& PLATE REO'D. ON HV WALL HEADER INSTALLATION OHV WALL.SILL INSTALLATION O HV WALL HEADER INSTALLATION G P _P 'MIN.SEPARATION TO GLASS EXISTING - - ` i___ MIN.SEPARATION i0 GLASS rl 7 (SEE SCHEDULE ON SHEET It) •, GV55 EXISTING � (SEF.SCH[MULE ON SHEET II).. .\J Exi 1 NT-{ MIN.SEPARATION TO:GLASS P P O CWSv GLSS---) - 2 WOOD PLATE((SEE SCHEDULE ON SHEET 11) _ I 1/4'O rZOx3/4'S.S. 1 / I _ MACHINE SCR-_lY5 � REO'D. x _ - 1/4"0-20x,5/4"S.S. I - I I / I - I USING 1/4"-20 NUTS _{ - 1 _ �� `•~`~''''-.MACHINE SCREWS W I O 12"D.C.._ - WALL 1/C4'-20 NU1S® 12'- ~ fWi511 I I \ I 0. . I 1111_I�1�11 �\ I 0 1 a1 1$ 214"CANE. l�. WOOD PIATE - 1 ' REOD. t 1 1 1/c'0 TAPCON OR TAPCON WITH ADVANCED •�I ©cR� II I G _ t 'a 1 --- THREADFORM TECHNOLOGY W/1 1/2' 2"xPLATE EXISTING 4"COM. Min. PENETRATION Or THREADED AREA TO 1 ' I 4"If TAPCON OR TAPCON WITH ADVANCED '1 EXISTING WOOD HEADER./ _ 1 �I i 1/4%0 TAPCON OR dog: 11 REQ'D. I (SEE SCHEDULE ON SHEET 15) T1IRf'AOFORM TECHNOLOGY W/ 1/2' IAPCON WITH ADVANCED 1-SEE SHELF 4 FOR TYPICAL. (,1 _.�• 1l'1 I ,,.:1 Mfn. PENETRATION OF THREADED AREA INTO PLYWOOD SSS 1 V �1� WALL FINISH (SEE SCNEDULE OY SHEET 15) EXISTING uLR.2"x4' 1 1/Z NW TIIRFADFORM TECHNOLOGY SHUnER ASSf1,LBLY: \ PLYIr000 RED 1) W/ 1/2"Min. PLNETRATION OF 2-MOUNTING SECTIONS CAN BE -•I/2'MIN.COX PLYWOOD REO'D. S1UDS A 16'O.C.MAX._ VW.L FIN1SFi--•THREADED AREA INTO PLYWOOD COMBINED IN AM WAY TO REO'D.PLYWOOD To BE (SEE SCIHEDULE ON SHEET 15) Suri ANY INSTALLATION. ®HV .WALL SIL INSTALLATION SITING MIN. 2"x4"STUDS 0 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN -" PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WTTIi wml SECT ON 208:OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE Ij 1 OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE oN sH Er 19 FLORIDA BUILDING-CODE(Non High Velocity Hurricane Zone ' 0 2015 EASTERN METAL SUPPLY,INC.: - "t P.I rI AAAA BERTHA NVTM �� S,S,A. Accordion,Shutter System A �,�-,�/�(,���� H.v. �E#) w/DR w/o H'.v. VNNDOiN eIADE }'`)°i��'""- = TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems [y_ DESCRIPTION DAZE , &RA1YM an 'M.L *: :W= on N.M.JWA.6L.Ste.70.9,V1R44JA CA90E16,FLARED JJ16 AssoclatlonA Inc. 1 ,,OLD,11-192 4/13/15 DATE _4/13/15 4268 Westroads give2(305)871-150.File:(305)871-1531 DRAWING No ; � d:eat-0.0— West Palm Beach,-FL 33407 s EB-0006719 - 15-085 �i F •••:..._..•'.���`` WALTER A TLLUT Jr.P.E. - 4 DA FLORIDA tic.P 44167 5 SHEET 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS :FOR ) HV & TA HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY S B TED T0. 105.0 sf. A.S.D.. DESIGN PRESSURE RATING SES E 0MAX �11 WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE a & WORKING IN. UNISON 1/4'0 TAPCON OR 4'x8'(Min.) EXISTING EQ E1 2 MIN. 9999 TAPCON WITH ADVANCED EDGE(IF APPLICABLE) i. THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. _ 1 1/2'Min.PENETRATION STRUCTURAL�ADEQUACY W/ OF 1 1/2m AREA TO 1/4'0=20x3/4'S.S. OF EXISTING WOOD BEAM PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. Atm' MACHINE SCREWS REGISTERED ENGINEER OR EXISTINGTRUSSES GOOD _ (SEE SCHEDULE ON SHFE.T IS) W/1/4'-20 NUTS ARCHITECT PRIOR TO Q 0 I Q E a 12.O.C. SHUTTER INSTALLATION. 1/2' 1/2' _-- _ RAFTER O 24' 19 - .- _— - O,C. REQUIRED 11 PL(.J ORL.5 1/410 TAPCON OR -- TAPCON WITH ADVANCED 257' THRFADFORM TECHNOLOGY I 3/4n Max.iFNG FiK . - 3 - _ - Max.M ---W/ 1-1/2'Min.PENETRATION - - 14x 4 EQ EQ. - ___ 1'0NI/B'CONT:ALUM.TUBE I I OF THREADED MEA TO E� S.Ms./ I �I _ (6063-T6 ALLOY)W/ 1 OPTIONAL I EXISTING WOOD HEADER. I (SEE SCHEDULE ON SIM 15) O 61 O.C. I EACH AF LAG SCREWS N _ @ © © 1 or 1©or 15 LOCH G OR WS AT — 1 or t or 1 LOCATE TAG SCREWS AT I I I MIDW1DTH OF EXISTING WOOD -rIXISTING•MIN 2'14'-- - I -:) - I I I MEMOER, (2'Min.NOMNA I I i OPEN HOLC At EACH wIDTH)_W/ 2'Min._ _ EXISTING--1 HEADER F1E0'D MIN.SEPARATION TO GLASS ( -F STUD TO ACCEPT I PENETRATION OF THREADED GLASS II __ EXISTING I I-I (SEE SCHEDULE ON SHEET II) GLASS..-,-,1 5/16'0 LAG SCREW I{J ' AREA.VAUD FOR 1 i Maa ' A7 CEMER Oi T. Ap(I 1t•��TD.NDESIITH N LOAD AND V DUSTING 14V.SfFx/tAlION 9•-0'MAX. SPAN.THIS SO HV WALL HEADER INSTALLATION I So'�ON T Glass—� To QASS(semMIMtE ON _ DGTALInnGN IS ONLY VALID 11 FOR a"..OHM t OR • -I I�y BADE ONO I FOR WOOD W/MIN.SPECIFIC I w v4>:T 13 M N O ® GRAVITY OF 0.50 AS DOUGLAS EIADES QI k T7H Sia 19 TOR NOSRS SNRT 4 EON TIPIGL SFiU7TEl7 ASSFSIBLY -� OR®� OR QUAL Rl4 PlllF No.2 2-LOUNTRNG SECTIONS CAN BE COMBINED CT)HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. J - .. . U HV C NG ST U:ATION 1QORi�t 1 MIN, I I I MIN. SEPARATION TO CLASS ExlsnNc, -.4 IEE IN mAio II SEPARATION I I 1 (SEE SCHFDULE ON SHEET 1 t) -- /� GUfiG I m mar 19 FDR (SEE SCHEDULE I 61,DT5Ty A D(ISTINC \ ' ON SILK il) I I TE CI ASS--i 1 I I I I 1 1 I I ANCHOR _ I LOCATIONEXISTING WALL— I ' I FINI I 4 1 I 3/e•w�n 810x3/4'HEXER GlJ�S I I I I I -2'x6'MIN.W00 / J 6 7 3/D pK WASHHEAD TEK I DECK REQUIRED -- OR 1� 2'x6:MIN WOOD` SCREWS O 12-o.c (NO FINISH •/ � DECK REQUIRED(NO v _ __ •-�_`- - ALLOWED). FINISH ALLOWED) —1/2- 1' l _ E - �- EDGE OF DECK EDGE OF DECK DECK IF _�_-__-�' __ -_ _ IF APPLICABLE OT O IF APPUCA13LE ____�_._fA-- CQ.-. - _ ____ - ACK IF E 1' 1/4'01-20x3/4-S.S. - -- a `' -- - T __-----'- LI+ I/4'0 TAPCON OR Min. PH 1/4'0 muss HEAD __=2'.-MIt4:- `- ____. __ TAPCON WITH ADVANCED MACFIINE SCREWS. _I -" --- -Y` 1/4'0 7APCON OR TAPCON WITH ADVANCED 2'x4"CONT. I i 1 - -- -2-MIN. II THRFADFORM TECHNOLOGY W/ 1/4'-2O NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREAD FORM-r THRErRATIN TECHNOLOGY W/ 1 1/2•NT. SILL PLATE II , W/1 7/2-Min.PENETRATION q W/,2/4* 2'MIN.--- PENLT1A770N Or THREADED REOb. •; OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min. PENETRATION OF THREADED MFA TO EXISTING WOOD HEADER. (SEE —'-- 1_1` EXISTING WOOD HEADER. AREA To EXISTING WOOD HEADER.(SCE SCHEDULE N SHEET 15) SCHEDULE ON SHEET 15) `VV (SEE=IE ON SHEET 15) - CXR HV WALK-OVER.INSTALLATION V HV WALL SILL INSTALLATION SEE ADE( AO C SH�19 roa Q HV 'FLOOR INSTALLATION U FLORIDA BUILDING.CODE(Non High Cocity Hurricane Zone) A.. Q 7015 EASTERN METAL SUPPLY, INC., �. CEN BERTHA HVTM Sic 9'', A S A Accordion Shutter System 1 L ECO w c. FLV.MAW#1 W/OR W/O H,V. WNDDW aADE American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY E�'• oEs�RI-19 DANE DRAWN E3T: kl 6T�E�lII///F Associctton, Inc. 1 OLD n-Isz 4/13/s AHE g/4s/1s ?9'•, :Q` 6}V,N.K.36N.St,Stn 153 541 F.. O(MS),1-152 331 4268 Westroads Drive 2. _ DRAWING No ut, rnone:(3 -mod: .Fm:(sos)821-1631 c`SS.,• G\�``.�� -m,ER-O 6719Lcom West Palm ©each, Fl_ 33407 3 15-085 n,,,ZONAL EN X1.11" WALTER A T1LLR Jr.PT_ 4 P.E. SEALf�fU'1�AYURE/DATE FLORIDALk.B 44167 s 5 17 OF 20 END INSTALLATIONS a) HV BLADE OR 1(1 WINDOW BLADE INTO. 2"x4" MIN. WOOD STUDS 2'1•IAt WOOD SNtS REO'0: _ sruo=D s FRM m•o.D. wow STV05._�� 1/4'i TAININI y .Oqm SiWS. (AS AFFUC_'IT.) �. \ % ANCNW'O 6.O.C. ww at9bOtt vim/ aM1191 � \ / w Dasnnc cuss G v10i.'eoo o - - I . SIM GLASS wsu I` -0dsnx wss ` DasnNO aass InL srna ax'n a* 1/2'IAN,CD7f K. c'+.:-�+ ro ow•5(si _ m a (4E fv/z•um mx� h+. C to awSi(sL I;1TCm. • ' SDILDAE 09 SIS 11� E416E AV6- —L _ 1/16 3 �` It MMI[mAD ."C ..� 9a® ON SfT LA } +� - - L t 16N.tax._ aN�T is cal._ _ --� '!' .. �,�+y Y IN gar 16 wt-- - - � -- -e (swa-t6Y twrt. �nml h' nwsme ._ .-_ !-wvr371sm - - i -- HAR_•'O&O)A M. 0.0SCR It111000. ® i 9/8'SiA� --T72-Yw. MAIC.(LOCATE 1/2'._ F/O91 _1 Al E.Nt6R ICN - - - _- or 549. 191w/2' 41� Olfi O.G �tar1/2- - -—- SYS 6 OG _ _ _ _(A�/• Itl� gJl�ym()� —_".__ NII01'SO[Or()J .. . > p aR 63 �j OR,, scc ionic x ro (�OR Qq�� .. _ ,,�r1.• fro iRI�s - - - sLE par x roN_ 4 SEE CE V➢_%FON 1 ORyry- - .SIVE CONiEC110N �) �'�'-II'-(O}Q're�.4 •®- .(�..JO/'8 4•S�- SIDE _ yf�-C3�©'OT-C�-@�'i3- mTwv�S �O•t§- .Q�-Svc'®' � •Q-� ' '� �W'�'�T•�-x.17•�9- U-�•�•.7•n•�- WICKS END CONNECTION DETAIL(7) O i�_£�•®- •t� END CONNECTION DETAIL � END MI.DETAIL.( END CONNECTION DETAIL (� . .. 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'M.L *2 Association, Inc. + OLD 11-1sz /la/Ts oniE 4/13/15 �7E l)F / kIF .St.six.Sas.V1RONA cw90Er1S;nowmA 331 4268 Westroads�rtive z. rno�,:(305)871-1530.1-:(305)871-1531 DRAWING No ' 1 �l'•: /� k. 6-ro6o:6leecuoOaleom West Palm Beach. FL 33407 3 15-085. W . C's''•.........:• \. - ..EB-0066719 4 FLO FUORt1A A: 4Ur P.E. .. FtCUc.-0 44 SHEET 44167 5 .. � P.E.'3{l1 �4�RE/DATE 6 18 OF 20 I GENERAL LIMIMIONS AND CMIDBIONS OF usF FOR BERTHA A C .... 0.Y 1' 6' "' ::. 1.4AK&S:O.,DESIGN PRESSURE RA7DLG: 2,MAX SHUTTER SPAS:96' - 3.A.LOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS. MOUNTINGS N,O.T•U&W ON SHEETS 16& 17. �l 44yyONLRY cEEENDTEFDMTES Q®(BOTH W/�a OR kG Q ARE.ALLOWED WrrN 61 V m®oa " 5 .LAYOUT•p53 NUSF B 'CEINCLUDEDD ONLY ATP:p�(F aMOR ACCESS DE O CASE OF OPPOSING ClNTERMA F . TYP_Ek END • • 5.(A)HV WINDOW BLADE 1@ SHALL OMY ALLOW A MAJLIA/UM OF 5 OPENNGS (3'o HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)LIIEL l3EARANCE FROM 1'OP OR BOTTOM EDGE OF HV WINDOW BLADE g AI x 5 WINUDWS - • • _♦ _ a_ .. ' _ - __ O ANY_3'6 HOLE FOR;�_SF1N1 BE 12'. 'ALLOWED AT Hy__y WINDOW BLADE - - � � (C)FIRST,ORlfjSr BIODE COMBIG OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE iV%1 0 N • • • ♦ __ ° (D)HV WINDOW BLADE 1@MUST BE USED ALTERNATE 10 A SOLID HV BLADE 1Q THROUGHOUT SHUTTERS WIDTH. P c . . • ♦ (E)c rFs stool AlsYnn BE DLSULLLED AtLACEM ro A SOLID Hv g BIADE 1 AT OTHER SIDE OF THEY. SEL END 9 -THE POLYCARBONATE HV WINDOW&SHAD.TBE ItSTALLED"SO TTS TAS FACE CONNECTION _ • ♦ ♦ Egg -THE IMETUOR OFTHE OPENING BFIEID PItOTECTIN TO WB70OW'D MUST S DETAILS ON SHEETS- SA'� ONLY INS'TAllm ANO LOCKED.USING A TLV SETTING TOOL PROVIDED BY AS5A lO k t0 TYP•:'. Y�yf INC. .. Futl rfElctrt.— 63zf1 I5 6.SEE ANCHOR SPACING SCFIEWLE FOR INSTALLATIONS INTO WOOD FRAEIE I� 1) KS�U BUILDINGS ON SHEET 15,AS UVITED BY SPAN AND OFSIGN LOAD(SEE NOTES zTyp ryp 44 1.&.z ... C_ 7:¢(F ANCHOR SPACING SCHIDULE FOR:INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MORIYI/M 5(YAAATION 7D CLASS SCHEDULE,PER ASIC E-1996.- (SEE -1996:(SEE PLAN FOR REQUIREMENTS) Typ TOP&BOTTOM ._ SEPARATION._...__.. .� WIND ZONE NBL9AUM PTO CLASS NutArEO WIDTH--__--__"_____-_. _ t THRu 3 1� .. .. ELEVATIONALN%pAPATKLJ 76"GIAu 6.2E' -`---- D(ISILNG GLASS— SCHEDULE ON SHEET 11 F AV G71 RDS SIIEEr FOR BtAD6 6T �Q Q �� (SEE NOTE 4 ASM) � r1) CEJ T`YP. SYM�ETi dCALCR�S, W/O V(SEP NOTE 4 MOVE) PLAN TYPICAL O HY BLADE -WORKING IN UNISON WITH BY WINDOW BLADE HAA SHUTTER* S N.T. . ._. FLORIDA BUILDING-CODE'(Non High Velocity_Hurricane Zone 1111U11HI1 HEAS ll'o% 0 2015 TERN ACETAL SUPPLY, INC." a, BERTHA'H TM CEAccordion.Shutter System ir "E"c �,mc-� A.S.S.A�. K�RADE , W1 OR W/O-RV. N1NDM aADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REX tk DEkRIPPON DATE DRAWN IIT: MI: ��• STATE nr ws5 N.w.im.SE.Mo.x5.HR^+uIGNMENS.-FUDF=33I ASSOCIOt100, Inc.. 1 :OLD,tt-192 a/f3/75 DATE: _4/13/t5 yO F Phonn:(30.5)871-1530.Fae:(305)671-T531 - 4268 Ylestroads Drive 2. jEE7 No �� . �ORIOP,•�yyc �-.1;tilt — V1est Palm Beach, FL 33407 3 085: EB-0006719 -iss'.'.♦�:�I....C.a�� `\� ..WALTER-A-TILUT J,P.E. 4 / FLORIDA l/C,!J a41 B7 5 P.E. 3&A �fFiNE�G\USE DATE 6 F 20 /,."x1033" THICK _I Min.AS1M A-653 GRADE 40 M,,. aaril>rs,:` INSTALLATIONS: WZ.M HV BLADE ..& HV CENTERMATES' @ 2:000-Maxq- Min.G-60 GALV.STEEL T METAL s„DSAT,6 a.G. .; .:':•;- 436 INTO: METAL STUD. WALLS * pDa3 x� =. ------- -1 a 6-D.C. O 41 m o0 o .o —---- 1/2-. 475 1/4-o NOMINAL 0 .711 w 3 ALUMINUM SLEEVE ' _--;•� T2 �� 6063=T5 ALLOY GENERAL mo o USE FOR 'BERTHA 1 BLADE ACCORDION S , S/41x 6 1/4"*o.035'THICK Nin.I 43c. 430 - -: s INSTALLATION TO METAL STUD WALLS .. _ _ :SYSTEM CONT.c 65 GRED TRACK CHANNEL 10 6'O.C. m s•-D.C. LASS SCHEDULE 1 ooa ASft1'A=653(:RADE 40 Min.C-60 I ,, T � SEPARATION TO � �EU_ULE r --} 3. GALVAN,zm FASTENED ro sruos I I 1. MAX. A.S.D. DESIGN. PRESSURE RATING: +75, - 75 st w/(2)e6x1/2-TOC SCRflYS ON EKISRNC FINISH 39 z� (P ) .. . I OR&EXTERIOR FACE I AS APPUCA13LE y 2. MAX. SHUTTER SPAN: 84' VAN ZONE MINIMUM I ASTM-E-1996 SEPARATION 43c LENCfH + 1 MIN.SEPARATION 3. ALLOWED MOUNTING:(MS ON THIS SHEET." TO GLASS EXISTING CULSS-1GLAS ' TO CHER 1/4"0-20W —(SEE SCHEDULE) 43 ,tet, THR 1' S 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T - ) _ WITH 21 ARRANGED A S METRICAL_LAYOUT. - - 1 U 3 M r PENFIRA E 43c i- _ Ti USE O (2)_35 (6" LONG, MINIMUM) MUST:ALWAYS BE 4 4" 3/4 x 6 1/4-x 0.035•THICK Min.1' `EXISHNG FINISH O INCLUDED ATUIOR OR INTERIOR ACCESS SIDE OF 1.373"-I oso CONT.GALV.STEEL TRACK C,RANNEL j \h.APPLICABLE - 250•- ���------ (-• p /STM A'-653 CRADE 40 Min.G-60 , ` ; ;; L� CENTER6AATE. rr� GALVANIZED FASTENED TO SfUUG nT wj-(7)/6.1/2-:TLx SCREWS ON I. 43c 43a INTERIOR&fXREPo[Yt FAOF i V 6'O.C. 0 6-O.C. "1/4"(b-7.0 MRFJtU5 Ci o ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/4"0 ELCO CONSTRUCTION aiLW. , t/2- 12 38 CENTERMATE 2j:APPLICATION WITH BLADE Q:: � PRODUCTS FAB—LOK HQ' 8•x 1 112-x 0-035•THICK 'M VAPoES--T Min.ASTG-A-653 GRADE 40 i,- -- ® 6" -C' COMPONENTS Min.G-GO GALV.STEEL 2 A1az;:: . METAL snfoG AT 1G•D.C. " in. �. MS WALL HEADER/SILL INSTALLATION _IaclsnNc WHISH as aPPucnoLF SCALE.3ja•= 1' (TYP.TOP&BOTTOM) 7-1— 7EXfSUNG— GLASS �. 1 S/4-x 6 1/4'x 0.035'THICK Nin, ONT.GAIN.STEEL TRACK CHANNEL,ASTM A-653 GRADE 40 Nin.G-60 I•..' I , .. WY ( I ' ...i i •-.., ' i. , ... ; i 10 STUDS 1 46x1]STE E D SYMMETRYCAMIN. 570N vAR¢s. INTERIOR&EYTERIOR SFACE43a 436 4To class zCENTERMATES W/ I 1 CENTERMATES W/ EW S ON V •-' I ' 1 EXTERIOR ACCESS SIDE.. 1' INTERIaR ACCESS SIDE (S(T SCHEDULE)"Max.:'. --- -----------------=-- ------=-- ---- ==-== -- --------- --- -------------- 6•(TMP.)— - —' IN 3. (6.Min.) IN ---------- —-- --- -- 2 4- ------ - -==== ----- - - --- ` 1 a . �(2)42 21 21 21 -- 21 `'�� Iaen1 "AT t2 i .�, I HY HEADER/SILL ENDS _�-_.•> .r.�. ---------