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HomeMy WebLinkAboutProduct Approval • • • . .t 1211, ra=r406110015,0:100004140:* .0014r.prisli L B KZ'S Horne Log Hser Registration Hat ragas • Submit Sorctrars Scats Facts Pub-P.:o-tams , FC.Staff • acts Sae Nap atits'., Searicri ' • r c6Prodiact Approval um: user • Piodoct Approval Menu a Product or ApplIcarlOrk Search:.Application Lisc,Applicatiori Detail FL FL.389-R9 Application Type Revision • • Code Version - 2017 • Application Status Approved • • Comments Archived ' 13 . . . • • product MOntifectuter American ShOtter:SYsterns Association, •Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 • (561)209-8263 . . bfeeley@easternmetal.com Atittieli2ed Signature Bill Feeley Jrodriguez@easternmetal.com • Technical Representative :Address/Phone/Email <S:kit‘ Quality Asstirance Representative Address/phone/Email •-\,c, Category .Shtitters -Subcategory •Accordion • Compliance Method Evaluation Report from a FloridaRegistered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received • Florida Engineer or Architect Name who developed :Walter A.,Tait,Jr.P.E. •the Evaluation Report • Florida License PE-44167 . . • Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date "12/31/2018 • • -Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received . . „ Certificate of Independence .-EL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC„INC.'-DRAWING -.17-107 CERTIFICATE OF INDEPENDENCE.PDF F1389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC-INC, . DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(11.PDF •F1389 R9'COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108 . CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) standard 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 Product Approval Method Method 1 Option'D Date Submitted 09/1812017 Date Validated 10/18/2017 Date Pending FBC Approval •10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Plumber or Name Description 389.1 Bertha HV Accordion.Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3'-(Non-HVHZ) Drwg 17- (top and bottom)for storm protection • 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM,PDF. Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D":Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for35psf negative ASD loadFL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade;5'-2"for 110 psf ASD load 17-10$ PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max..ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. r89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by:tracks 1 Only-(Non-HVHZ)-Dnvg 17-107 (top and bottom)for storm protectionmits of Use Installation Instructions pproved for use in HVH2:No f13 "" ' :. '\f It .' .4 ` I • pproved for use outside-HVHZ:Yes INC. DRAWING 17-107 -SCR HA HV ACC*t O SHUTTER mpact Resistant:Yes rYSTEM,PDF Design'Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"0".Max.Span.is.16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1blade,8'-0"for+64,- FL389 R9 AE AMER CAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC, OR SWING 7-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1.389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A - Verified By:American Test Lab of South Florida Inc. Other:Large missile.max.1.6"-0"span at 30 p.s,f ASO load Created by Independent Third Party:Yes for Blade 1 and 18'40"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.t INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes .117:7;71 ,Fe7lt Contact Us-:7601-etafrStriae Road,Ta:tahasse-FL 37394 Phone-BSO-407-1074 _ The State of Sonde is an AA/EW employer.Caov,M_ht 2007-2013 Stated Florida..-:Privacr Statem nt it Accessibility Statement::Refund Siaiemett Under Florida law,email addresses are pubis records.If yoe do not want your a.maifaddress released to response to a public-records relent,do act send eierttti nic _ ..riail to this ertdy.'lnstead,contact the office by phone or by traditforai mad.If you have any questions.please=Pact 850 457.L395.'Pursuant to Section 455.275 . (1),Florida Statutes;effective Ottober F,2012,licensees I ceased under Chapter 455,F.S.mus provide the Depaitntent wi h an email address tfthey have one.Ilse emats provided may be used for official mmmesicatiof'with the licensee:-However email'addresses are magic record.If you do not wish to supply a personal address. please provide the Department with as email address which Can be nada available to the pubis`.TO determine if you are a licensee under Chapter 455,-F.S.,please click herE' Product Approval Accepts: GENERAL NOTES: 1. BERTHA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.)HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017 (611.EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE.INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WILD LOADS SHALL BE DETERMINED ASPER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR K6-0,85, USING ASCE 7-TO AND SHALL NOT EXCEED THE MAXIMUM(A.5 D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO.VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER/SCE 7-10.SHALL BE FIRST REDUCED TO A.S,D. DESIGN WIND LOADS AREA 1: HV BLADES C1)& 4-A BE MULTIPLYING THEM BY 0.6 EN ORDER TO COMPARE THESE 01/TMX.(ASO)DESIGN PRESSURE RATINGS-INDICATED ON,SHEETS Ti,THRU 15, 19 &20• GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P•E•D.,AS.I ES I ED,WERE NOT OVER STRESSED,A 33 1C INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 801 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEMSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUT'LH SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TY SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -FEV BLADE 0 (0214,01-03,(0715'.01-03. 01004.01-05, (1214.01-05.(0317,02-06,(0609.01-10 AND.10210.01-11 AS PER TPS-201,..TAS-202:AND TAS-203 PROTOCOLS AND(SIM E-1866 'REA 2:_I{1/ :LA.E CD AND HY W NDOW BLADE A AND E-11198.STANDARDS (MISSILE LEVEL D.WIND ZONES 1, 2&3)&(1220,01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE, (WHERE APPLICAB E) -MV WINDOW BLADE 6.00505.01-08 AS PER.ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND(0725.01-88 AS PER TAS 202.PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2,IN BLADED AND MV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 SHEET 3. BERTHA N.Y.ACCORDION PINS(FIV SCREWS), USED AT BLADES,KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE(14x2.75"AND 014x1.75"'RESPECTIVELY. 410-10 MINIMUM SERIES CENTETiMATE ALTERNATING DETAILS EN SFiELT9 STAINLESS STEEL SCREWS WITH-135.0 ksi YIELD STRENGTH ANO TWO Hal TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA MV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY 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 30.0 681 AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES- SHEET 11 6005-T5AlL0Y; ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316(ISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi MIN.HELD STRENGTH AND 90 ksi MIN,TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,33:4, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 8.BOLTS TO 8E ASTM A-307 GALVANIZED STEEL,OR(ISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE 0 p 12.13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 ICV BLADE 0&Q WORKING IN UNISON: 12, 13& I5 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 8. THIS BERTHA N.Y.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 05'456,179 ISSUED TO EASTERN .& X. WOOD SHEET IB METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO.VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE•CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 1(A ON Y ALL SHUTTER COMPONENT EDGES WHICH'REMAIN,THRU FASTENING.IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/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 HU AREA 4: HV W NDOW BLADE n ONLY CENTERMATES MD ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUHG TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODS 12 BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION.SHALL::COMPLY WITH SPEC'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;O, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SlFETY OF THIS PRODUCT.BASED ON THIS P.E,D•,PRONGED HE/SHE GOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL'BE CONSIDERED INVALID IF ALTERED BY ANY MEANS: (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 RESPONSIBLE FOR THE PROPER USE OF THE P.L.O.ENGINEER OF RECO0O,ACTING A5'A DELEGATED-ENGINEER TO THE P.E:E.ENGINEER SHALL.SUBMIT TO'THIS LATTER.THE SITE SPECIFICDRAWINGSFOR REVIEW: (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. MY7(AdAAiii., FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone) TIF t/AN. L( 02017 EASTERN METAL SUPPLY. INC. 111E��` • ��T��r� 02017 TILTECO.INC, _ �\CENS4`:Ko BERTH/ HVTM A Accordion Shutter System / I1 L I E C.0 INC. .S.S.A.. H•V. BLADE#1 W/OR W/O H.V.W@OOw BAC " f 6� i* American Shutter Systems ICY Na DESCRIPTION DATE DRAWN BY: L.C. - TILLIT TESTING do ENGINEERING COMPANY ?"l; :e o Association, Inc. 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HV wfN00W BLADE A625' _y .0625 A825' a HV E 1A I \ BLADE'S I s'0 4P'eNiN: .0625 -1875' Y r* 0 HV LONG RECESSED NYLON BUSHING ___. : Tzx N f KNUCKLE� 1 00625 er HV SHORT RECESSED NYLON BUSHING . �� \II o. a o FLAT PORTION I .�1 R1.7c50Qf,1 3 54" 0� NV NYLON HAT WASHER "i©OR N g . }� E / 1 l`!S HV WHEEL CARRIAGE AIS! 302-303 SERIES ! 1; ( 4 .4Sy" 4 i Mj x ll/G�75O' t X 0.87q"x3/16" THICK NYLON WHEEL `� n N 2 7/B"MIN; HV WINDOW „'±. CLEAR 03.00.1 ~�` O.188'O AISI 302 SERIES S.S..RIVETS ,t r-�.315'm SEPARATION I BETWfiN .0825'Js-.O62S' '^ '3.7500' 431110, HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR IG= L . .~. I i OPEN NGS I i 5 3/4^ Y_ti �A7p" 00 I ON CENTERS+l` 7500" 9 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 47h"�0 ,..±....1: I ,c2 1/a" E�L}'EIIILELPja,IN 9POLYCARBONATE IMPACT RESISTANT HV WINDOvl _ �� rr=c HETWEEN TYPICAL HV WINDOW BLADE ig AND 1, i r mi 311 j ILL'® j---- T POLYCARBONATE HV WINDOW DETAIL {^j' OOR Q 1/-0) or ®3 N.Ts. '�� (SEE NOTE FOR I j I. j REQUIREMENTS) I ' 1 DOR 4 I *POLYCARBdN•TE IMPACT RESISTANT NV WINDOW J BAYER MMROLON 3103 POLYCARBONATE 12"610.c CE RESINS, UV-STABILIZED GRADE OR SABIC * }IV PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR, " 'mom"" Y I TO BLADE °' +M INNOVATIVE PLASTIC LEXAN 103 RESIN (( )) 62 Illi no,�,„ I I I (SEE NOTE "F" ON SHEET 19). Hv HV 1 0 i 01 OR Q I ' (1) NV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR -c,,'nf , ' POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV iQ OR . 3 -` z i EXTERIOR , REAM HV i BLADE. Q TYPICAL SHUTTER ASSEMBLY T. ;, IYPUL611608IES PPLCABLE STANDARD 4MA by„a+c N.T.S. /=a ^ate }I NY PIN 02 OR t,y AT y S. wus la P. (2) FIV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT # EXTERIOR � BLADE'S KNUCKLE. 085'M I EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HV l! 60.374 (SEE NOTE * FOR 0pE x1.GTUNiY ASTM 0792 0013:Win' 6043 mod BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 3 .+` REQUIREMENTS) ICLISZITASU 4.Y;-1t"- VI ! 10445 non STRENGTH 0516 0633 SADO pn:. S.UX2 AA1. � FLEXURAL S13TM AT 1100 ASTM 0740 12.500 p.AL 13.403 p.31. (3) NV PIN ® OR C"_`1 W/ 1/2" O.D. 1/16" THICK S.S. WASHER : I r RAL uwlA.us Asu 0740 340,000 A4,1. .c. i• 345.000 p SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ' WALT I I NOTCHED 200 A51M 025e D n-ao" 7 FT-Win SHEET Q i I I 9198 HED 180 :'"9119^11 WHEEL CARRIAGE DETAIL iirr 1* EMCEE DENSITY ism 02843 472 12 64.6 s MAX ALI.0. BM LY L/�Y"!���(1 SOY RTE OFOUAMT:G 15m D 629 10-ASH/0855 I.ASS CF -I CUSS 00 i ?xg1OYN0: AS18 0155 TQ40E SWAG-1H 92106 WEAIHF 540 ASTM838 9302 9,90 3340 Ant (1T HV BLADE SOLID & iii HV WINDOW BLADE DETAILS TEMALE STRESS BEFORE WEATCWRG ASTM 358 8461 9..6 8960 p.n. N.T.S. ;l1FIMii,,, .1r c.A.Tj1.41'..... _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; • a,, z W 2017 EASTERN METAL SUPPLY,INC. r 'i,i,i: ,�`t,E.A,ii, 0/�i 02017 TILTECO.INC, TY BERTHA Hit TM nA.' - / I 1 I E C oINC. A S Acordion Shutter System +i ■ ■ ■ ■ N.V.tvBLADE#1 w/OR w/o Ku ►xNocAv MAX 1.�' o American Shutter Systems QEy,No DESCRIPTION DATE DRAWN SY: LC. ,( TILLIT TESTING & ENGINEERING COMPANY 'P.'''., '4y'a Association, Inc. 1 OLD 15-085 07/27/17 DAZE: 07/27/17 .,/1 ,. '1L yh 6359 M.W.38th.St,Ste.300.v.Foil 1(3059,11016\3316c 4268 Westroads Drive z Mans:(305)871-1530.Fox:(305)871-1531DRAWING No . °NALr.46`4011 -m0LT-I�oc60as.com West Palm Beach, FL 33407 4 Tw��7 7` WALTER A MUT Jr.P.E. - IG' FLORIDA uc.@ 44187 6 SHEET P.E. SEAL/SIGNATURE/DATE . 6 4 OF 20 A p. C> ©, '- M N 5 c› q j'°3'°:(2-::::,-,43: *NOTES ON HV LOCKS AND CENTERMATES: 9 A� ` o,��• 1. MANDATARY CONDITION._/L• ONE NV LOCK��or +SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 7 ,�' OR 12'ABOVE OR O�W 2 OF SHUTTER'SPAN FOR SPANS UP TO 105'.AND FOR INSTALLATIONS AT ANY II ELEVATION. HV LOCK'E.7 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q1 OR t�T� I CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD 5.5.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O I \ I •r -ii ,- pm �— Te �I�SHUTTER ELEVATION. °A °" :9:11 r I I �,R t I 2. OPTIOtN1 CONDITION /1• IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV j6�,� 'I I •' LOCKS ROR O MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES Q I3 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. - q- LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. r 3. OPTIONAL CON•DITN /7 (VALID ONLY WHEN JPATORY CON.II•N/1 •R UNITED MANDATORY CONDITION_ N!A-1- , ► 1 I /2 IS USED W/TWO H.V. LOCKS); LOCKING. RODS 05 ARE NOT REQUIRED ATHURRICANE POSITION, BUT MAY .r • rr�glox�5 q prr3p�ggt�� 4-� .�5 BE USED IF DESIRED TO ENHANCE. SHUTTER PERFOf1MANCE. LOCKING RODS 6 OR AN ALTERNATIVE DEVICE I ,,,---a. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I ry d _ 1-- ' I "' 4. N6 MA OR?CONDITION_/2:ONE HV LOCK 0 O AU.BE USED AT CORNER CENTERMATES FOR ANY SPAN 1 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. CS• I ATTACHED TO 0CORNER CENTERMATE W/(2) 1/00-2D x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS(rig AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IY3 I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ( 'y O ANslheg •�- g S. F1 ALTERNATE TO MANDATORY CONDITION /1 VAU• ONLY FOR HV LOCK- W/SYMMETRICAL CFNTERMATES It 6,. 3-. 0.111_22_; ONE ALTERNATE NV LOCK 0 MAY BE.USED IN UEU OF IN LOCK 0 or 0 FOR ANY SPAN AND 6 89$2 r .o. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT !/!1;°, !y 7+ i .a= OF 1/4"0-2003/4' S.S.THUMBSCREW TO Q0 OR @3 CENTERMATES SHALL BE MADE 01/ 1/4'0-20x3/4"ALUM. / i;§£GdP.1/I. NDo-Rvo 05, RIVNUT AS SHOWN ON SECTION HVE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO l 1 .�I _E-4$g, ,`v. LOCKS AT 1/3 OF SHUTTER SPAN. I •1► I CI 6. ..:.T:D:1 •.Tall. a•: .aH1.. ..•. .N. .'1. .IA. • ONE HV LOCK or 0S or ``�.�SHALL BE ` 1..... II ,.- I I I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 'ors or 'MAY BE USED AS AN INSIDE OR 1 1 TI r T I liaa OUTSIDE.LOCK,ATTACHED TO Q,or-�2 SYMMETRICAL CENTERMATES W/'(2) 1/4"-20 x T/2'LONG.FLAT HEAD S.S. SEE ENO—'/ • fM.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS 0W/'0 CONNECTION. 1. © O 1 \ I�-� OR TOP AND-BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0. T 0> N 0> K L 0D. Q' 4 0> QT 0> 0. SH E�YS' FULL TT. 01 y. ' *NOTES ON HV "1" LOCKS ANA CENTERMATES: HEIGHT. OF CORNER I.SECOND AL a' TETOMANDATORY CONDITION IT AUD WILY FD' AT"T"IOCK .AND a,I a•, TES Q�AND - - �^'^m"'�"--- -" 1 CENTERMATE ;ONE ALTERNATE FN "T"LOCK g MAY BE INSTALLED IN LIEU OF HV LOCKS®OR 01 FOR ANY SPAN AND �oo4 oxU•�laT 1(1)V 1U ••j10N INSTALLATION AT ANY ELEVATION. ALT NATE LOCK ® AMY BE USED AS AN INSIDE DR OUTSIDE LOCK.ATTACHMENT FC L:/ ``J :OF LOCK 0 INCLUDES USING REINFORCING LOCKER�J..A5 SHOWN ON SECTION HVG,SHEET 9,WHICH.MUST BE 10• T@oa(I.I)oae,• :o• 1 CONNECTED TO CENTERMATES @ AND @,W/1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32" O Q•CD.0: MAXIMUM ABOVWINGNVT OR E D4 BELOW MIDSPAN. USEOOF TWO•L000x KING RODS LO TOP AND CK MAY BBOTOM IS MANE INSTALLED DATORY. C5. T MIDSPAN OR 12- 1)0® 2" ��6 • 7� •��711a+ 66}�� 7 • 18 cs).ft-3).®•f3)0,0).($aN T?•� *NOTES ON HD LOCKS & CEN�jERMATES: 1.ITV(LOCKS"20 OR FOR ANY SPANTESIVI OR AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD.32 W/ril:ONE ALTERNATE HD LOCK LOCK MAY)MAYBE D IN UELT BE USED OF TYPICAL (1) HV BLADE SHUTTER ELEVATION AS NY INSIDE OR OUTSIDfs LOCK.ATTACHMENT OF HD LOCK 6 TO 0 I W/3 98 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT 731 AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10. LOCK MAY HE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS OT-S„`IS COMPLETELY OPTIONAL i!��W��/'/""9'� ,/,............ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 0. SCP'A. I'1 (0 2017 EASTERN METAL SUPPLY, INC. 11 P` •,,. .,"�l 02017 TILTECO,INC. ��`s' ,.c€rts '4. •,''9 z BERTHA HVTM ,. Accordion Shutter System N INC.C.ILEC0* A S Sr . W.V. BLADE#T W/OR W/O RV.WTOOW BLADE _ ,� / f� 1�'' American Shutter Systems REV.No DESCHIP11DN PAID DRAWN EL LC. TILLIT TESTING & ENGINEERING COMPANY - .p . r ...T.IF /� Association, Inc. I OLD 15-085 87/27/17 RTE 07/27/17 �,. r 6355 N.W.36th.SI.,5N.305.NAPNu CNia.NS,FLORCH 3314r . •'•, F .' 4 1� Ppa,e:(305)871-153D.Fox:(305)071-1031 4268 Westroeds Drive 5 DRAWING No .. •.�OF3....• 719 17-107 '��3 ;> �� ,-moa:EB-000600a.xam West Palm Beach, FL 33407 3 . NAI Et, ..0 WALTER .11101 Ar.P.E A . ,r FLORAA Ue../44167 5. SHEET P.E. SEALJ5IGITATURE /DATE 6 5 OF 20 POURED r--CONCRETE ANCHORS POURED CONCRETE POURED J (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE, 1 SHEET 13) REQUIRED REQUIRED REQUIRED 1/4'0-20x3/4"S.S. CONCRETE ANCHORS :'----7--- FOR f7-77;—,7- CONCRETE ANCHORS MACHINE SCREWS I ©1 B SCA(ERsTCHE(SEE MOUNTING(DON SHEET 7) (SEE SCHEDULE ON w/ 1/4'-20 E (SEE SCHEDULE ON SHEET 13) SHEET 13) NUTS Y O.C. T'--J �J { iZoR� Min. -1/4.9-20x3/4"-S.S. Min. �- t_ `I EQ---EQ— MACHINE.SCREWS —EQ EO ('t�' .�''' ` I/2' USING 1/4"-20 NUTS s� , - ___ p 19 •1%2 ,UW -1`I !9 12'D.G. : 1/2-�; ,RS E.r jF • hg-- !!II .2so'Atm. i f :,'1 r 1.3 OR 15 - �n•s_ O I ! ED 13 „O.R. 15 111 IE • D . P .... R I I r250"Max. * jF �L a .250' ^� pi..... ---r, `. 11, ,1/4„ g r.� I-.Mux. ill {i , \-OPTIONAL )i 1� Ili`' E I/ / . "( . OPTIONAL TO GLASS(SCE _1.0.1.SEPARAMON I ) 1, i ECN EOM mAY1 -IDOR � I MIN.SEPARATION TO GLASS ) 0 EXISTING SHEET-f9 FOR ' EXISTING 1 GLASS--, Ri06®n8 LA, MIN.SEPARATION TO GLASS I I 'LI 1O GLASSY (SEE SCHEDULE ON SHEET 11)—""" JY EXISRNG .--*(SEE SCHEDULE ON SHEET 11)'1 I I `-- -•- cussL. .l ©HV WALL HEADER INSTALLATION A� HV WALL HEADER INSTALLATION tV WALL HEADER INSTALLATION + KEYSTONE EXISTING r- 1 - + GLASS-4 's0=uu7laN •- (SEE SCHEDDULE ONTION TSHEET GLASSO 1) u To GLASS(SE I )OR 11g MIN.SEPARATION TO GLASS I O E GUSS--A Sjpl '-'1tfOq�tl CN SHEET 'it it' `(SEE SCHEDULE ON SHEET 11} OI MEET 19 FOR RAMS Lee® 11: EXISTING ,'yGLASS--I {F� OPTIOIWL ? E ! i pry }�11!!,, 111 E.D 4 p pp 1/4. j HNN I/4"Mex. �r' Lg.. 7RRN,,!! Mon. (1p: i f E.1?. •Iq + _00 R 1.5 r ItF� 9.1t7 '''"4- 11I3'. - I_ ^ r mi 1J2 _ - '"- I, �7�/_,z�n L I ,."'.,111 ®GR 0 i• '-401EO EO It y - -OGRES) 1 i'� I Il I 17 - JJl I FAI4LUR20x3/4'S.S. / Min. -- 1 � Ep_ PHILLIPS TRUSS HEAD I \\ 1 7/4'o-20x3Ja'S.S.PHILLIPS 1 _ L 0R1B I MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS / '�� CONCRETE ANCHORS _ , O '1'_j 1/4'-20 NUTS® f2'O.C.. ' l\ (SEE SCHEDULE ON POURED CONCRETE J .(SEE SCHEDULE ON SHEET I3) Min. POURED CONCRETE— SHEET 13) W/ 7/a"-2O NUTS 0 12"O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED ''- CDNCRETE ANCHORS REQUIRED o) HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) �HV WALL SILL INSTALLATION OR CONCRETE.BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR GOMRINATION OP SHUTTER INSTALLATION DETAILS W/ 1-SEE ELSHEET 4 FOR TYPICAL.SHUTTER «E.D.=EDGE DISTANCE • SEE LIMITATIONS OF USE FOR ��� L1\` 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 >I I J. I1 V B LAD E IN ANY WAY TO SUIT ANY INSTALLATION. ,,,,1111/0441%,,,,,..... �JaO A Vik A'pi!/ c FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1".i.2....... � �,rjE�s• ✓� 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. ti. 4 /_IlLIEco \ BERTNA F�VTM INC. A.S, Accordion Shutter System • .y , H.V. BLADE#1 W/OR W/0 RV.WINDOW BADE ;' ' i American Shutter Systems tea'". ' / .,\\"r TILUT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION • DATE DRAWN Fn: L.C. _ �.w -.ZORIDN 441 T\ 6355 N.W.36th.St.Ste.305.W2GNA GARDENS.FLAR�A 33166 Association. Inc. I OLD 15-085 07/27/17 DATE 07/27/17 ";.`s ((. Pna.:(305)871-1930.rax:(305)871-1031 4268 Westroads Drive .2 s/O �6 F,I a-,nci:taleeoNool,uo,. West Palm Beach, FL 33407 j DRAWING No NAt Ee-DDDe7TB17-107 •//F/F/F F'F WALTER A.SLUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDAUc I 44167 9 SHEET 6 6 OF 20 ^ ry Ct)HCRETE ANCHORS ♦ I �,;�I--.-� i uIN.srPrtynOn I- ` POURED ITN SWARM CONCRETE (SEE SCHEDULE ON SHEET 13) i ro aA,s(STS 1 OR EXISTING i O TO G r1 i�IREQUIRED EDGE of -'IT ICR Ei3.STAO.it, ¢` GtASS---� ;'tss:HTXI T I)ON's il: ON SNRt 19-- t Yx.5NASS/D6RATICN NW 11•7"--'-'--- APPLICABLE I Eunesde I; ,i1! r—tvi EJ .'nl i 7 Imo` EXISTING H 1f tN RE„) I,tt! 'dp,. I ti,,,9 �tii ALTERNATE ANCHOR BHN iI E%iSTINC+� I LiLOCATION Hry pry I GL SS I ' �. r a � Ha T #'10x3/4'HEX WASHER HEADmay,11 r t 13 oil), Il`x•77 3/8"NN.` 1 / TEK SCREWS 0 12"O.C. Z��I�� i' R v' `fir - i EDGC OF 0i � • 1 ( !/R EO 'i -f� CONCRETE ANCHORS I �� r. r �- t;•..A�, f r APPt.tCABlE p 6 7_ 1 (SEE SCHEDULE ON SHEET 13) r•' Et NH i � t. f1t is ! r ti t k - F SUt9 lF ) DUSTINGGLASS---+ ,' �P SLAB OIP i I r 1/2 1 EDGE OF ! l APPLICABLE I. • i a f, n� APPLICABLE SLAB IF UN SE?ARATIQ0 :t{, •^E G 'EQf PFPLiCAHLE POURED ._._. POURED FLAT HEAD CONCRETE ANCHORS 10 aA•S(SFE III 1 ✓ r CONCRETE y -E.D.�' CONCRETE • (SEE SCHEDULE ON-SHEET 14) SCS RR c IEEE ! - , 'I , REQUIRED ^I 1t Eat R 19 OCR I• , I . POURED-'' u .<._.--1- REOUIREA FLAT HEAD CaNCRETE ANCHORS CR IEE(19 OCR 1 OR '1� CONCRETE WOES(ON 8 : REQUIRED C D. E.0.* (SEE SCHEDULE ON SHEET 14) !) TRENCH INSTALLATION VALID ONLY FOR UP TO 4.70, -75 PSE A.S.O. HV FLOOR INSTALLATION t 0! HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER 0 HV CEILING INSTALLATION• SCHEDULE #3. SHEET it I .. - ----.. CONCRETE ANCHORS TO oAss Y44 s�Nuiw+ 1 (SEE SCHEDULE ON 7 I `C'tf sct¢DIATs- _ I 0 I-r- SHEET IS 1Ja^¢rlw D AWAICE,) TeAccw W/ uw saEt 11) 1 tq s ,tY ...-_.»�...... I EXISTING ) _ % .—�4 TECHTLO COY 4^e l/4. EXISTING ! E%GLASS""'j � GLASS--i FASTENERS TAPPER+ANCHORS W/ GLASS--� GLASS -414T=0"41:899, , , I uN.1F4R4RRV Ta toss 13/4"IAN.ORt0DUENT 0 6' MAX. •�LTO x:/.A✓'1tR WI 111 QC.Fpt UP 10 G-X SPAN AND LN�H 1 D' i I 1'O.C.FEB SPMS SAC 7F1AN -Ri 1.1 U - - " O fi`-D"UP TO 81-0"1Mi APPLY-7 i '1 ,' f ti i J4" - 1 AT FYf3RT FASTENER HEAD .—•11 1 i MAX, i (i W.)(9E TOTE T ON/ { A t 2 ` ( ( SHEET 11 FLXt fA11TATKIE 3/B I / , 3 t fri " p4 "I.—` Efox3J4"HEX E tijr s x MAX. r � ' L/ OR f5 I I �rFc�scRRflwsD �I i coNr.Brawn ' �la _,. -?'- YEN, l// ai4x3/4" HEX HEAD.._/ I i-i_., 11 3f8"' i f I jr: S"I '/r 1 1/4^a-2043/4"SS MS TEK SCREWS CI 9"O.C. • '/ -/___ gt4x3 4'S.D.S. ,, if __ T mi)J4"� 1 LL / 20 NIBS CONCRETE ANCHORS' Y =-- - t 7 3/' J -- E ; ��ff -USING T 4'a- OR i 4`t+-2Q S.S.M.S. Q a 9"O.c, T• 'Mox. I I: !�,' o IV O.C. / -.(SEE SCHEDULE ON ;4 " %- 0 +� ': +tJ2. Ilift- . 4 . '. IPJ NUI'Co 9 0 C , I t I SHEET 14) • / " t ,/'Y' `""WALL NON(DECORATIVE t VI ////// ///1 0-0 1 „7 Y { ( ) ,�+} 2.00"'MIN. WALL TRIu(DEQDRATNE I( //f�J/ 1 /2" 1" �tt )7 R 1 g ;- ; 1 E.O. EILLI 4t`— ;__,r+ _ CII 9 30 C.F.H.S.D.S. • MIN. • . I POURED CONCRETE '"j^'J �, �••L-1 7/8' 1 7/8' HI PS.ICABLE \ :CONCRETE ANCHORS SEE NOTE 13(b) 1 y ' 'REQUIRED POURED CONCRETE— (SEE SCHEDULE ON ON SHEET 1() ''SEE N E 13(E) . POURED CONCRETE ON SHEET 1 ." • gp� 0R CONCRETE.BLACK SHEET 14) OR CONCRETE BLOCK —T RZQLIl:D REQUIRED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED10 }IV WALL FLOOR INSTALLATIONHV WALL WALK—OVER INSTALLATION. MAXIMUM Aso.DESIGN PRESSUR .64.-72 Psi CONCRETE WtXDOM SHUTTER SPAN e'-0" REQUIRED J''HV RAINGUARD INSTALLATION t •1'THIS INSTALLATION SHALL DE NOTE FOR cE845114ATION OF SECTIONS: 4 E D.-EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE ExIT • SEE LIMITATIONS OF USE FOR 1 SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICAT)ONS ON SHEET 13)• OR ENTRANCE BLADE 15 ON SHEET 19 INSTALLATION DETAILS W/ (D HV BLADE 1 ASSEMBLY Sj.tAN1/oF5�� N ANY WAY TO SUIT ANY iNSTALLATONS CNI BE OION.N� t..41�1y,11'"5.,R A. rj�{�r� FLORIDA BUILDING CODE' (Non 017Higgh�VelociitRN tysuH SUPPLY, ane Zone; tR '••..,••" ,E+Ffl Ti. 02017 ITLTEC0.INC. k:4 : ` C/s' ''.�'1 A BERTHA HVTM ,�,.i v.. :i /►/� t; $ A Accordion Shutter System va L.. ECC IMC. . • . . H.V. MADE#1 W/OR W/0 H.V. WINDOW BLADE it,kip• /�y� F TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems TEvENo DESCRIPTION 'DATE DRAWN BY: LC. I. G? , �../ - t Association, Inc. 1 OLD 15-085 57/27/17 DATE, 07/27/17 's'•' oRi)4+.%'A :,0 6355 NW.381( St„Stc 305, .FIT GARDENS.ROMA 3310E 4268 WNestrpads Drive z �..;:44'./......7.::': '�4t .,,,,,,,'...0!..0'' �. t Phone:(305)971-1530.Fox:(305)871-1535DRAWING No 0�� � p' a-m 1t Citemeoa.com West Palm Beach, FL 33407 3 .. ."MAT/rAAA�IItI Ea-OW6719 4 3 7"'IV7 WALTER A'NWT Jr.P.C. - •{`� FLORIDA Lis.!44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WAL CONNECTIO DETAILS. ON SHEETS 10 & 18 — SEE NOTES ON LOCKING RODS J® HV LOCHS®ar® OUT 9� , I N `r. E%IST NG GLASS I N STA LLAT I 0 N S W/ O H V **AND ALTERNATE HV LOCK®ON SHEET 5, BLADE SLACK DECAL HVF IS VAUD FOR ALL r BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WRH BLADE® ,�SCR®C©•0MO°A10'13"R �J . # OR .QoA©.®�©,10.DR �" SEE END WALL CONNECTION E asnmc GLASS DETAILS-ON SHEETS 10 & 18- 0'0a©CR0-0-0- ti 0 0.0-0-0-0'0 2'+Q'LLOY)AL-z' J 3 1/4• 7• s 1/2• 7. (6063-T6 ALLOY)ALUM. ._ ANGLE W/(2) 1/4'0 TAPCON \\ 1/2• OR 2. OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I — ® CEN ER RTES (roP/eortoM)u o 3/a s.Ms.® t2' CENTERMATES (4)#1Co1/2•S.M.S.TO Tue< '\ 1 A O.C.FULL LENGHT. WI 'HV LOCK �) or MIN. SEPARATION AT EACH ANGLE(TYP) I I / 1 W/ HV LOCK F4� ar TO GLASS 1 1L4`1 (SEE SCHEDULE \ _ \J - ,t \I I w rJ* ®* I I N I 6, ON SHEET 11) • 1111111111111111111111111111111111 ,• ..ilk e ---------- ,fir -- ---- .�- ____A*,‘_________ Std\ fii.,,,,, 0.x3 -® V :—..iii---.-_2® I - L 01/2' I /2 • _r 3 ©°a@..0.10' DK a0w * (it, — O -- aL2 ?�/ ' UT I ,* '�`�,,.L 0-0-0.0-0.0- HVA -® HVB L ® q HVC eR®O ©•O°R®°P 1.0 . CR POURED CONCRETE OR 0.0 • 1®a+©•O•1 rn I EXISIINCGLASS CONCRETE RLOCK WALL. OBoR�•®ox®.CoR� 10•slogs:---z_:__F REOUEOExisnNG ir SYMMETRICAL 6 .CLASS8 8 9 3 on 19• 5 EXlsnm — (— _ _© O O_Q_O_ ` CENTERMATES 6 LIN I MIN.SEPARATION J F---v- _J G[ASS r`,�1 Cr F �©,0000,0.0.,0 0R TO GLASS • ` ..@,(3, I� • W/ HV' LOCK ' OPTIONAL I (SEE SCHEDULE MIN. SEPARATION\ rR ®* (INTERIOR) 0... `QDR O•0.404 0 ON SHEET 11) TO GLASS + (SEE SCHEDULE IN OPTFONAL �\ / 6 I o ©'® 11 1 ON SHEET 11) • (INTERIOR) \` - -- !,�� coNCREIe I Tgri ssE� /�� ._ iAA ia , , VARIES w *CEE�9 * OUT `�f —.—_ I a 10 6 1/2'M.AX. SLACK i (EXTERIOR) ---!!! HVD OUT i,„,//////// HVE HVF** 1,1' ( A .��i FLORIDA BUILDING CODE(Non H.oh Velocity Hurricane Zone; `,�1 ,Q' lO C "e 02017 1,LTECO,INC. ©2017 EASTERN METAL SUPPLY.INC. •v Ns�.. BERTHA HVTM (*j/ / A.S.S.A. AccordionShutterSystem H�eRADE , W OR W/0 H.V.WINDOW o: / # / / BLADE • 13.• T•� •,Q a TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN 17Y. LC. _ '�,p P1 ••`ci,� &155 KW.OW,SL.Sia 305.V.INE GW00+5.FILRM 33166 Association, Inc. '1 OLD 15-085 07/27/17 DATE( 07/27/17 0..o % �' Phone:(305)571-151_0.Fox:(305)871-1531 4268 Westroads Drive 2 , s ••••'•••••• \ d11 .-mon:E81A 0000Leom Wesst Palm Beach, FL 33407 3 DRAWING No /ONAk�N,, T WALTER A NLIR Jr.P.E 4 17-1 07 '''" '-I/IAF'• FLORIDA Lie.A 44167 P.E. SEAL/SIGNATURE/DATE 5 SHEET 6 _ 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 8-03. HV MALE/FEMALE "T" LOCKS CENTERMATES 28 . 29 & LOCKERS 0 W/(i) HV BLADE * SEE END CONNECTION DETAILS ON SHEETS tO & IQ INSTALLATION n HV BLADE OUT tie ( IN I /lI�OnSTNG CURS *6lADE IQ SUCK DEM.NW.INDICATED ON SHEET 8. � 1 , W/ HD CENTERMATES (3-t , i� . 0 �+'�O Os AS WELL AS UNNEASF.F.L AI.FLOATING BIADE0 DETNI 1100-1/YD. 6• 7 a . 0O ®�' INDICATED ON TMS 41WY DE usEO WITH MG ALTERNATE1 1 10 n®*'©.®mQ•©a NSIAUATION OMR NIC SHOWN IN TNG SHEET. 1 $$E END WALL CONNECTIAN Q ©.O7 .©„©.Oj .®„ TAILS ON SHEETS 10 & Ie. 1`0 i o:0-o•®@o;o 2-.211/8-m'-2 (6 bTB AKW. ® IHcS N/Z r Iv rE sem. r------0-,--- (5 0* comm.) N)I10.1/2.DWS.ID Tub{ - iICH3/1•SAS.0 12" -- _ -- --- _-.- _ _ AT FA01 ANGLE(1)P) I / D.C.FULL IENGNf. * ~i __T,0 vi 1:4 $ �.'� 30 HV „T„ I N (4)1.1.Y. I N (4)FLY. ®` } i YR. MASS uqJ LOCK (INSIDE) p _�► 7 J/1 Pals(Trp.) M. I To cuts : + ., , .+ami MscuELu[ mommummir at �6 5'I ,,,. s/s• ® ��J \ z8 , * i—29 p \ 1�-- AUe' O v soul N_.ldL.. a�� � L ;.� ( :.�- �Gti► Iv 31 oil 2 OUT33 ®oa3© 31 Da® ® 31 oR® *SEE NOTE 6 FOR HV LOCK®, t..% .` 1/4" 0-20 x 1 1/2" S.S.M.S. ®* (OUR05u) LOCK,ON SHEET 5. Pr.., W/ 7/8"0 x 3/32" WINGNUT. ,,,,,no.....)HDR—HIB OUT )IDG—HVC 0 HV "T" LOCK (OUTSIDE) 2a SYMMETRICAL•HO CENTERMATES SYMMETRICAL HD CENTERMATES * W/ LOCK (EXTERIOR) W/ JI LOCK (INTERIOR). t Morsaau ALUuwUR HVG (2024-73 ALLOT)LARCE-FIANCE THIN IO O O aO © NUTSERt. aASEET PART A 0020, AS VANUFUCT00PBY ANDEL CREAKY /_10?®°©• ©®01if(10RN,PARSIPF1Y, NEN JERSEY 0]041 OR EQUALi ©•O•©a©•O•®a O 1 _ (D *SEE NOTES oN LOCKING Hoots a M®LOC.,oN sHER 5 -r---r--G,' / O 1 **oNsuks4.FLMnXIEW Nc® Dan 140-16/0 G IAL®roil ALL CENTET04TE5 APFLIGTONs NIM exx(D sr HDD—HVD** I)),p,w...,„,_.„ FLOATING STACK +!`' ���n A. T! . FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) `AAY ..' \ E.0 ”.iso ••.��.e^ 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. 'N g U BERTHA Hi/TM * _ / I Accordion Shutter System '� WY' 'H.V. BIADE#1 W/OR.W/0 H.V.WINDOW BLADE '0 • �a TILLIT TESTING & ENGINEERING.COMPANY American Shutter Systems REV.No DESCRIPTION DATE -DRAWN BY: LC Q��'•-„ 0" I it,;:• k/4,e' 6355 N.N.3em.St.,Ste.305.*BONA CARDcEOS,Fu3NDA 3316E Association, Inc. ) OW 15-085 07/27/+7 HATE: 07/27/17 • 1_. 1s FNLOne:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z -/ONAL E Ca)d,, o-non:tafeenOooLe;nN West Palm Beach, FL 33407 3 DRAWING No EB-CTWAJ 17-107 •IAIIIIr WALTER A TWA Jr.P.E. a P.E. SEAL/SIGNATURE/DATE FLORIDA Us I 44167 s SHEET - 6 9OF20 • POURED CONCRETE POURED CONCRETE /1-- - - POURED CONCRETE _ 4 ,,,---POURED CONCRETE OR ' / './ I." ,./ ... OR CONCRETE if.' ,_ OR CONCRETE BLOCK WALL.REOUIRED * ' BLOCK WALL REQUIRED 4 r-OR CONCRETE • CONCRETE BLOCK WALL V ., BLOCK WALL REQUIRED r•-••!: I, 1 -` ,' r • ' "„ ,„ " . .., .'. REOU1RED L . ,;* ./ ..• • .. . ,// ....,1' 7-EXISTING GLASS f —— .• . ,,, EXISTING GLASS I „ .-- ' L.,.CONCRETE ALTCHOFE--, ..; ,„„..> /A-EXISTING GLASS r'..,,„ „/ , ,,/ • I .... • ../. ,. ''' ' 4 _/- 0 16 AC, t ...' , ,' ,.....<'' ." / --1—-1) ,,,. 2 WIN. EXISTING GLASS pr. 1"-• 11----- .....- . ., /AN.SEPARATION .--''''.'. " . , / / TO SASS(SEE LI ''' ,„,/ IAN.SEPARATION , EF.N.SEPARATION 1 , I i . .' • ' SCHEDULE ON SHEET /• but SEPARATION . . TO GLASS(SM f, ../ . ' ./ ' t ,. TO GLASS(SEE EQ),!':- E0// TO CLASS(SEE ' ' 11 FOR BLADE OAND ; /' .,./ .-• SCHMAI ON SMET L SCICOULE CAI SKEET SO•EDULE ON SHIEEI' 1/16-x3"MAX Oil J EN SHEET 19 FOR 1 •'' , / , , II FEW BLADE(DAM , , ,, FOR ALICE(two (6063-76)CONT. BIASES g)&'LE , .ON SHEET 19 FEW Itr Ir--:". ' 11 FOR BLATIF.0AND FT?' CAI SHEET 19 FOR ALUM.CLOSER . , I / —N i tutts 0&i130 ION SHEETol:ePriR I 131/4755 (LOCATE AT 3_,..„ B, LADES(DEt t PLATE. (LOCATE 1/21/r- II , ! / , I II ,,., MIMI SIDE L AT OTHER SIDE MIR 16 .\ T I OF. /) I OFC)) I I I Lto USE 1"OR 2'MAX. .. yr MIN, I -1 I #10E1/2"S.M.S. I ,1 it r*.I ____ __,-, (AS ALUMINUMPt..icAceuLF)xA2N1180-2" 1 ;;;' ----.- ,,---- ---.....—..-- #10x1/2"sms— fiz _ = 0 16-0.0, , - VAL , (6063-T6 ALLOT)AT MIDHEIGHT 0 16'EEC. Falk, — — <'' 1111116.\ I 0 1'j a/ 4 .. i (,) il0z1/2"S.M.S.TOO& %,,,1 (2)1/4"1 TAPCONS ANCHORS TO \ . I r \ 1 WALL AT 1'0.0. LOCATE AT ( i N, C)_/ , I / \ i SEE DETAIL X FOR. SIDE TO i a (r-,,, , . OR l/..V. ' ! EITHER SIDE OF®) / 1(D OR Cr ' 1 CID OR (fr SEE DUNE X FOR--/ a OR qr',, TO TRACKS — SIDE CONNECTION . LI)"9"0`0"0"0 13' SEE DETAIL X FOR/ 0 SIDE CONNECTION ell-43.0-0-(>0.0' it-0-0.EI-0-0-03. 10 TRACKS rt.IVAIO•0.0'0'0' (1:,)-.03).0- 0-0. TO'TRACKS '(1.)^@`"©•@`"843" L. ID- O,181.0- L0-0•0.-0.0.0- 0-0•0-0-0-43- cr.).0-3-0-0•el- 0-C4)-0.0-C).(ti- ®- -O-0-3.0-O.@ 0,@-0-0-0•0-0-0_ 0•CO-@.....a-Ct•43-6,-6, 0-0-0.0-3•41L-643, END CONNECTION DETAIL() END CONNECTION DETAIL q.). END CONNECTION DETAIL© END CONNECTION DETAIL 4) I 4. REQUIRED ONLY FOR SPANS GREATER THAN 12.-0. ,----vA--T----.. . .. _ "-POURED CONCRETE OR CONCRETE BLOCK WALL A- EXISTING Jr.-EXISTING GLASS ,• REQUIRED A GLASS ----, .. Ei . • ' 4— i WeeteeePtS, 4 ...' —...., _., '' #10E1/2" , . , ' TO GLASS(SEE / ID IN .9.O. \ ACC SEPARATION >1 /. —..——-.7,... '„ _ 7 / • , \ . TO GLASS(SEE A '.0 OROOR 0 OR , , SCHEDULE CAT 5E1E1 . • ' „" 11 EITA mint OAP.0 ' 1/2 MIN. SMEOULE(;14 SHEET / g , „ CONCRETE ,/ 1 , .2 _ goRooR00R3 .. , ON SHEET 19 FOR ANCHOR 0-71', , \s; ON $ 11 FOR 131A0C(I)AND (}/' '<;.>„;'CONCRETE/ . slices(D&13) 1 12.O.C. i \ 0 ! OFT SHEET II9 FOR I &ACES Ode LTD /.1 OR ,. ANCHOR ; . ,,..-EQ _,,, I 0 16.-"•"\\.. I . ,..,.. 1/e WIN. i / Vil:**::Iginkt..ti I i el . ••• 17' --.-1 - I ,''. ' "''''-'"- ' — . /I / ---..-.••-—-—...„ ' Ed --gigaigalk- 0 ORO:Mk:19 OR ‘.... ./ <, ..; -I . SEE MUTATIONS OF USE FOR i r' ' L-(,.. ; :•' — BLADE®ON SHEET 19 co 0.0oR °RO ()CAVIEW Y / , /. .' ., ,. /. ( OR (?N PLAN „--- i - DETAIL )( / 0 OR (i2). 1 I 0.0.0.C)-0.0.113)- END INSTALLATION CONCRETE BLOCK WALL \ I REQUIRED *(3'0'0°013' 0-0'@"0.0.01" CD HY B ,DE i".-- HV WINDOW BLADE INTO \\_0•0-0-0.0-00- 03-0-0.0-0-0- — CONCRETE OR CONCRETE BLOCK WALL. G.(13-3,0-0.ei- „...., 0.(?)-(a•0-0-03 ' END CONNECTION DETAIL 0 0-1?,-0-0-013-001 " NECTION DETAIL Lq) .000 ,fa .C' — . FLORIDA BUILDING CODE(Non High Veiocity Hurricane tone: 62017 151550.INC. (0 2017 EASTERN METAL SUPPLY, INC. l's'X' 0 \,Nt1EriSi%VIP It i' 0* BERTHA HAFTM 3 ...% 1Accordion Shutter System 3 I *i : , / ilLiECOINe. \ A.S.S.A. RV.&ACC#1 W/OR W/O N.V.WINCCW MACE ' -.45,,,,,er-weip i 1 American Shutter Systems ,EV,No DESCRIPTION DATE DRAWN NY: LC. . s TILLIT TESTING & ENGINEERING COMPANY 'VP.. ' Association, Inc. t OLD 15-085 'o7/27/17 SAID 07/27/I7 4t. ..,„Kee 3441t St.Ste.565,4410614 CAROMS,mew.3316e .toRrot......-„,,,A, $ Phone L(305)S71-1530 Fox:(DOS)871-1531 4265 Westroods Drive 2 DRAWING No .--.4: .........‘C3%-voil'I e^rnaTh tiSecC,47.4.40111 West Palm Beach, FL 33407 3 '"..... °NAL t. ,41 WILIER ES-0006719 1 17-1 07 WALTER A TiLLIT Jr.P.E. .*".•,,,,Iftil'''' FLORIDA Uc.#44167 5 - - sHEET RE. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDU E #2 SCHEDULE#3 MAXIMUM SHUTTER SPAN* "L+" OR "l-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' (ft.). FOR INSTALLATIONS W/ METIldIcAL. OR "L-' (ft.) FOR OR "L-" (10''INSTALLATIONS 1152LLATfON LFGF n CE TE TES 13 &® or('fel or���ai INSTALLATIONS W/ •PP ND lV��/ SYMMETRICA CENTERMATF$, CONCREM & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FORA GIVEN W/ ONE H V. LOCK ei Or ® or%or ® &�W/ ONE LTV LOCKS ` MANSORY POSITIVE A.S.D, DESIGN.PRESSURE RATING. HD LOCK W/ NO COCKING RODS or ONE HV LOCK tr or L-:MAY.ALLOWABLE'SPAN FORA OMEN NEGATiVC CENT®MA 7.8 29 W ONE W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B, C. D, E, M, N, 0, P, Q. A.S.D. DESIGN PRESSURE RATING. ,,r;� > / RODS MOUNTING F, K & L R, S, & V. 'CJ T" LOCK 30 W/TWO LOONNG (SEE NOTES 8,it (VALID FOR MOUNTING CI - (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP &++BOTTOM iflSEE - SHEET 7) FL©OR/CEILING G. H. I, H. J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: yyrr1177E�'�/MOD)INSTALLATIONS 0 CONCRETE&YMOOD MOUNTING & 17 CONCRE1r: CONCRETE MOWN, wwuw INSTAL TIONS 0 wvuuu INSTALLATIONS GIVEN A POSITNE A.S.D. DESIGN PRESSURE RATING, ASO.l>U9C A.S.D.DESIGN A'A.D NCTI 0RC PpL'.'"V9C WALL MOUNTING FLOOR/CEILING PRESSURE WALL.MOUNTING PR^ano ROOK/CEILING MDUIOING DETERMINE A7A.S.D.SPAN FROM RATIN RA--- Rano GIVEN A NEGATIVE ADESIGN PRESSURE RATING, E. (p1MOUNTING (A.".t4 FLOOR/CETUNG uOUNTING (pOR OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (.ON-) __ C.OR-) (.•OR-) ELWR/WILLL MOU111150 n - t+ (5) I.-(ID L t (p) I-(6) 1+ (0) 1-00 LT (N 1-(ft) V MAXIMUM SHUTTER SPAN 1+'OR 'L-' FOR 30 OR LESS 16'-0' I6'-0' 16'-0' 16'-0' 30 16'-0' 16'-D" 30 18'^O' 16'-0" INSTALLATIONS INTO WOOD SHALL BE UMITEO TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE • 35 14'^10' 14'-10' 15'-2' 16'-O' 35 la'-f0' IC-10' 35 15-2' 16'-l0' 105 p6I.A.S.D. DESIGN PRESSURE.RATING- DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 40 13'-10" 13'-I0' 14'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-2' ___15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 74'-3' 45 3'-1' 13'-1' 45 13'-4' la-J' t HV CORNER CENTERMATE((3 MMT BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-6' I3'-7' 50 12'-5' 12'-5• 50_ 12'-3' __13'-1'_- SHALL BE AMOUNTING INSTALLATIONS. LOCKING INDICATED ON MANDATORY CONDITION#2 LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: — 55 11'-10' 11'-10' 12'-1' 12'-11' 55 11'-10• 11'-10' 55 i1'-1' 11'-I1' FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4' 60 11'-4'Y 11'-4' 60 10'-2' IO'-11' NOTE 05.SHEET 5. RATING: _ 65 10'-10" 10'-10' i1'-I' t1'-11" — 65 t0'-10• l0'-t0' 65 9'-5" t0'-V DETERMINE: . LI-1- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9" 11'-5' 70 10'-6" 10'-6" _ 70 ,__8'-9— 9-4' - L1+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-I' 10'-4" 11'-1" - 75 10'-1' 10'-1" 75 - 8'-9' ft EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. ___80 9'-10' 9'-I0" 10'-0" 10'-9' 80 9'-10• _ 9'-10•^ SPAN 1+"OR 'L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' I 9'-6' -9-9' 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: t -- — OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE; 90 9'-3' 9_-3_ 9'-5' 10'-1' 9D 9'-3' 9'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g'_0' "-- 8'-9' 9_-2' 9'-1D" 95 9'-0 8'-9" LIMITED TO +64,-72 psd. AND B'-0" SPAN; SEE Lx-A, MAX, SPAN FOR FLOOR/CEILING MOUNTING -_ 100 ( 8'-9' 8-4' 9-0' 9'-T 100 _ 8'-9' tr-4" MOUNTING(ION SHEET 7, INSTALLATIONS. 105 8'-7' 7-11' 8'-9' 9'-4' 105 6'-7' 7'-II FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 9'-4' 7'-7• 8'-7" 9'-2' 110 8'-4' 7'-7' _ 115 2. __T-3' e-4' 115 ', B'-2' T-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LW. "L7+', AND Lx 1208'-0• _ 6'-11' 6 _ '-2• W-9• 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'_10' G-8" 6'-0 6'-5' 125 7•-10' 6'-8` ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-6" 6'-5" Ir.7-10" 8'-1' 130 7'-8' 6'-5•^ WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-T 6'-2" T-3' 'T-9" - 135 T-7' -- 6'-2' MINIMUM SPACING. 140 7'-5' 5'-11' 7'-?' 7'-6• 140 7-5' 5.-11' ASTM E-1996 SEPARATION 145 7'-3' 5-9' 7'-5' 7.-3-- 145 , 7'-3' 5'-9• TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0' 150 _7'-2' 3'-7"� _ 155 7'-0• 5'-5' 7'-2' 6"-9- 155 7'-0• 5'-5' 1 THRU 3 1" 1606'-11'_ 5'-2" 7'-1" 6'-7" 160 r 6'-11- 5'-.2' - - _ 165 - 6'-10' 5'-1' 7'-0• 6'-4" 165 6'-10" 5-1" 170 6'-9' 4-11' 6-17" G-2• 170 175 6'-7' 4'-9' 6'-9 6'-0' 17.5 6'-7' 4'0'' C1) HV BLADE 180 6'-6" 4'-8' 6'-B' S. _., 180 W-6' 4-8' 185 6'-5" 4-6' 6'-4' S-B" 185 -. 190 6'-4" 4'--5' 6'-6' 5'-8' 190 6'-4' 195 6'-3• 4'-3" 6'-5' 5'-5' 195 A6'-3' 4'-3' 200 6-2' 4-2" G-4' .T•-}' 200 6'-2' 4'-2' 205 6'-t' 4'^I' 6'-3' 5'-t' 205 6'-1' 041-721.1"'''"i.t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone` .". t/,;•'+ ®201%EASTERN METAL SUPPLY, INC. tl;,_t� •\'`•• •. V�:‘,..t.i 02017 11LTEC0,INC. � G SBERTHA HVTMA. IILIE C 0 !tic. \ A■S.S■A. Accordion Shutter System H.V. BADE#1 W/CR W/O H.V. MEM BLADE - y� - American Shutter Systems p[y,Hq DESCRIPIIOIi .DAT[ _DRAWN fir:MIRY./LG, -p f' •,t, ` TICCIT TESTING & ENGINEERING COMPANY ' !_ •,14 4+ 6355 ILW.Mot Si,SI,SOS,vu4f4A COMAS,FLOW.DA MICA Association, Inc. I OLD 15-085 1%/27/17 DATE, 07/27/17 t7 ' Pi. P �,A \' Phone:(300)571-1530..Fox:(325)071-1531 4268 Westroads Drive 7 DRAWING No tf O�i'7••' NY e a-mea:ta!e<eaeeLconn West Palm Beach, FL 33407 3 1 07 r'S7� 6A.E‘‘r' FH=C006719 A WALTER A TIM Jr.Kt 1 eRL 110809 tic-./44157 5 SHEET P.E. SEALf5iG13ATUR /DATE • 6 _ 11 OF 20 � . I • Nw woh 4o �@oZQpZ , ,Q u C1 r. 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DESIGN PRESSU•E RATING, SEE SHEET 19 FOR MAX SPAN & -_-_ } -..Y 1/oro TAPCON OR A.S.D. DESIGN PRESSURE "ATING FOR LAST•LLATION WITH BLADE (D& WORKING IN UNISON `+-��.."` TAPCON WOH ADVANCED �t THREADFORM TECHNOLOGY 1 w,,,\ t y- r i/4 5 TAPCON OR �w'`� '"'^-- : W/ I 1/2'Min.PENETRATION .''� -./' III r-TAPCON WITH ADVANCED THREADFORM TECHNOLOGY --T--- ; -�( -- OF THREADED AREA TO /"1..., J _1 I W/ 1 1/2"Mni.PENETRATION OF THREADED-AREA TO EXISTING r,\ f' I EXISTING WOOD HEADER. � '� 1 ' i ! WOOD HEADER.(SEE SCHEDULE ON SHEET 15) !. roTpgr '1 ' -{t�OR tt \ ( I l(( (SEE SCHEDULE ON SHEET 15) f i1/4'0-20x3/4"S.S.MACHINE SCHEDIAE DN SWEET _ f i. '\ ( t1 I. i' "� �fi� E i R.% / SCREWS W/1/4'-20 NUTS IL-- 1I roe RACE CE cD00—FOR i 5 �j/C •1 nr ...Q OR t +`+ W 12'D.C. RIDES(D& *,,,,r-",7 -f �� o I 1 j '� (/''� t"Mia EXISTING 1 Q , f 'i T ! 4ti tnatlxRc W 1 o cLASs--.4 ), r TI'�uj I � I ! (( 1 y!� WALL— i i 1 •. )` III f 1 w I I !!i1 .-_...J Illi f 2 ^S �� {1)Ola 15 R FINISH T i If ;,I. nn —f {' N t � I� {t. �R , . �' i. i NH- I1 1 ` ' ! Java ^,Il '.�DPno NnL Non ;r _ I -___FIE `,}. '� 1: I I WALL �1�I I ,." "^-"`1 EXISTING MIN. ( ! ^^ f'. `�FINIS1i {{ 3 `51kA S!t%'4 .C- x -©Of(."� 11-- ll_..11�� EXISTING MIN. iit 71 444,1"` i` >,+J t Yx4'REQUIRED I *-�1�OR' .i. -"` '`� -2"xe WOOD /�t t 1 I i'd IA P TAPCON OR TAPCON WITH ADVANCED HEADER R£OUIRED t { t} t THREADFORM TECHNOLOGY W/1 1/2" 9 @ HEADER REQUIRED ,� r EXISTING 6 SEPARATION 1 iii ) 0 I 11 �' tytt {1 li Min.PENETRATION OF THREADED AREA TO GLASS--� TO GLASS(SEE I _ jj }`t +I I I EXISTING WOOD HEADER: MIN.SEPARATION TO GLASS i t It t �� i """'t1 RI.AOE 6? ExC DNL S_-. (SEE SCHEDULE ON SHEET I1) I , 'I 11 I�11 f Ili 1 I 1f (SEE SCHEDULE oN SHEET 15) 1 DAD=S(D&+19 , I 1 8 CN Slat 19 FOR ,i 1_.t.L_'-s* PLATE R£Q•D.SIU. t ()HV WALL HEADER INSTALLATION 01-IV WALL SILL INSTALLATION 0 HV WALL HEADER INSTALLATION T— - i _N�O �f 1 f EXISTING ••--• ---{I �_ MIN.SEPARATION TO GLASS ' j$ (SEE MINSCHEA LEOONTSHEET l i) ' 1. f 0 GLASS-,- f I;� EXISTIIN � {SEE SCHEDULE ON SHEET i1) I A EXISTING 2°x4"CONT-.»g MIN-SEPARATION TO GLASS 'I i I 1 GLASS-/-7' , g� GLASS-1 !'- WOOD PLATE d( N SCHEDULE ON SHEET II)1 x I. _ _ I ! 15 "(J }I3' I. = i/4 G-2pK3J4"S.S. REDO. I f ( -.1/4`c-20x3/4°S.S. I USING NGN2 SCREWS'-40 NUTS I I, i 11 ! '11,...„.....„...„.„.6,, I`'' r MACHINE SCREWS W/ ,I / ` . �]7j (t f. _. v jt/4"-20 NUTS 0 12' .J ( 0 12'0.C.—, 4 /-•WALL L 1 ';+ Ii Z" :,1 FINISH I i j j~" i O.C. -...N( 11 I-7 !._..rid]1 - �_1 �,'� !+ -I '•�' r'E) f jII / -©OR � , . roR 18 /-S,ORll t /t ! f i QR a. r I f 2'x4'CONT.�" t1. } t ' '_t.' er ... �r: IN qii �°r'. ! f 1 W000 PLATE t t ' {: p' . 4, d1ttI;11L , t4 ..E4.. O f V 1 t+t n--� REVD. '- } z 1'Nin. ! if - = 1"Min. I r ' 1 Euwaval- \�/� �}, I {t ti t .) 1/4'0 TAPCON OR TAPCON WITH ADVANCED }t :` ( OA(17' i r } `i { tt Itft }t III ,t THREADFORM TECHNOLOGY W/1 1/2' I ' \ �I II II,} I i�: a±.'v t {tL} II t . _. 1 2"x4 CONT. Min. PENETRATION OF THREADED AREA TO I I 1. ._` -f 4 o TAPCON OR TAPCON WITH ADVANCED .1 ,JA\.11 1ti ti iu SILL PLATE T, EXISTNG WOOD HEADER. 1 7 1�} ,,,} / ! {y 4�i ,,1.• i/4"4 TAPCON OR NOE, } `RCOO I` i} THREADFORM TECHNOLOGY W/ 1/2` ""'q} ♦�` TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I':.I.t (SEE SCHEDULE ON SHEET 15) f+11t1� `J �,_i; Min.PENETRATION OF THREADED AREA INTO PLYWOOD ,+`' THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. l I.s1 i `^ri/d.l.FINISH L--.1.1.... �'i �+ (SEE SCHEDULE ON SHEET 15) EXISTING MRN.2"x4 1/2'MLN.CDX W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECMiNS CAN BE ' + STUDS 0 16'O.C.MAX. '. PLYWOOD REVD. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1-1/2'MGN.CDX PLYWOOD REO•D. RCO'Q.PLYWOOD TO BE WALL FINI_�H--- (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, ®R HV WALL SILL INSTALLATION EXISTING MIN. 2'x4'STUDS NR;16'0.C.MAX.REO'D. ATTACHED TO SKIDS.I. PLYWOOD TO BE.ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.G. SECTION 2308 OF THE 0 HV WALL SILL INSTALLATION t SEE u ATIO NS of USE OF P®HV WALL SILL INSTALLATION F.B.C. IBLADE 1F ON HEET 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �}Anta3�.o..yy,4 et 4'. A. // 02017 TILTECO,INC; ©2017 EASTERN METAL SUPPLY.INC. ted 4' • '. 0.1S BERTHA HVTM ,Ae .'\,icEAtsi„ �+ ' / I I E C d INC. �►■- ■ ■A■ Accordion Shutter System : N.v m.ADE#I w/CR w/o Ku YANCON BLADE CJ /J TIILIT TESTING & ENGINEERING COMPANY American ShutterSystems LY.N. OFSCWPRON /AVC DRAWN DY: L.C. *' ASSOCIatlon. Inc. t OLD 15-085 17/27/1 DATE: 07/27/17 t 83°5`N.W.36th.SL,Sta.SOS,WfiSt a+t GARCONS./IOWA 33tet 1 t9�'...,,-0 O• ..-44. tt Phone:(305)871-1530.INC:(305)875-1531 4268 Westrood8 Drive Q I♦DRAWING No e ' RioN •••('Irte a-m 7: 00067Tw,com West Polm Beach, .FL 33407 3 '1 7107 1......15:51,6;"" •...+f.1^«..• 1�t t CB-000L779 1fe WFLORIDA A.ie.1 Jr.4 P.E. 4 Ur DATE DLie.d 4a167 5 SHEET P.E 6 16 OF 20