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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 • • fine s.8l ro essa:onaE, tegufa ^t X11. „as_`v tone .nea oe asvi pTtcai°'Ls f°� BCIS Home Log In f User Registration : Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff :*BCIS Slte Map i Links i Search Florida Product Approval USER:Public User • Product AoomvaI Mpml>product or Aoollcation Sear h>Aoolication List>Application Detai IL tqp -.s ,c.�', ®py l9{ egg _,ott,a FL# FL389 R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived - Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email , Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2018 Validated By John Henry Kampmann Jr. ./ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.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 • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX0wtDavYYHH2vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 r �ti rr Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 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 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"for 35 psf negative ASD load •' I 114 t. LA • U. • u I 1 k the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"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.ASO • pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 Ii AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWJNG 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D". 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 HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF • p.s.f.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- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. 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. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports • 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PROD CT EVALUATION REPORT.PDF • Created by Independent Third Party:Yes Badt Nex • Contact Us:: • c• • -• ••Phone:850-487-1824 The State of Florida is an AA/EEO employer. •• , •• - • - •• •••• ::privacy Sta•m-q1::A ces bilitv Stateme•t::Refund S e e•,-51 Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395...Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 Jere. Product Approval Accepts: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYY1-1H2vJvx5... 1/8/2018 . • • GENERAL NOTES: ' 1 BUILDING CODE.ACCORDION R IONCSHO�R�SY�M SHOWNSYSTEM N 1141LL PRODUCT BALU (P E AT HURRICANE IHASEBEENFVVERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA TABLE DESIGN WAND LOADS SHALL BE DETERMINED A5 PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.BS.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN VEND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: NV :HIRES n & d BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.5.0)DESIGN PRESSURE RATINGS INDICATED CN SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PE 0,AS TESTED,WERE NOT OVER STRESSED.A 33 5 INCREASE IN ALLOWABLE STRESS FOR VEND LOADS WAS NO USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A VEND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. 5YSTE11 COMPONENTS 21-37 SHEET 3 BERTHA 11V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 26-3744 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE0 /0214.01-03, 10715.01-03. /1004.01-05, 11214.01-05, 10317.02-06, 10609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 MID TAS-203 PROTOCOLS AND ASTM E-1886 AR 1 2• HV :LADE(1)100 tt\( WINDOW BLADE 6 AND E-1996 STANDARDS(MISSILE LEVEL 0, WINO ZONES I, 2&3)& 11220.01-10 AS PER TAS 201.203 &203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE). -HV WINDOW BLADE ©)0505.01-0B AS PER ASTM E-1866 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 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. FN BLADE®AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (TN SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/1462.75"AND 11441.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMAIE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 Mei YIELD STRENGTH AND 180 AN TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA IrV DACROSHIELD COATING SYSTEM AS MRIUFACTURED BY APPROVED CENTERMATE ALTERNATING DETA45 HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE IN MARKING ON THOR 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 WTI AND 35.7 ksi FOR END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET IT 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 1751 SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Not MIN.YIELD STRENGTH AND 90 ks:MIN.TENSILE STRENGTH. 12 MID SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO 8E ASTA A-307 GALVANIZED STEEL,OR ANSI 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:IIA BLADE 0: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE®&(1 WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BERTHA MSYSTEM ACCORDION SHUTTER BEARS A U.5.PATENT 16'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PMT BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-I2&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 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3; WINDOW BLADE a ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT END/PAIN :NTRU90N. TYPICAL SHUTTER ELEVATION SHEET 19 TO. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL IN AND HD �1 CENTERMATES AND ENGAGE OR LOCK ALL HV AND ND LOCKS., AREA 4: HV WINDOW BLADE L 1/ONLY 11. SHUTTER MANUFACTURER'S!ABEL 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 STDO WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WIRY SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _ 12. BERTHA HV.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 FORA SITE SPECIFIC PROJECT:I.a.WHERE THE STYE CONDITIONS DEVIATE FROM THE PE.D. (s) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING I)FE SAFETY OF THIS PRODUCT, BASED ON THIS P.EU.. PROVIDED HE/SHE DOES 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.D.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 OR)FOR THE PROJECT AND WHO WILL BE n RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (e) OT6CINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER CF RECORD THAT PREPARED IT, --�7+,NFWAAlI'""'.,._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' T1T1,._ .. . �i1�S 02017 TLIECO,INC. ©2017 EASTERN METAL SUPPLY, INC. • \,11�P: �c ros :'9 A■S■S■A„ BERTHA HVni S t i c-____'_ tri___--,-. 1 / L�E C O INC. \ Accordion Shutter System NY. RASE#1 W/OR W/O FIV. YANDON HALE X i t)4V? )'�y American Shutter Systems FEV.No ' DESCRIPTOR AT( DRAWN BY:/L.% g U t TRAIT TESTING & ENGINEERING COMPANY • .`9 r \ Association, Inc. 1 OLD 15-CBS 07/27/17 DATE: 0727 17 \ 6]73 N.W.74Th.51.,51A.TOS,00050 f:,NDD15,RORM 3]16[ ',°i:^•':LORIDa...4a.1\\ Phare:(305)671.1 30 Fox-(305)871-1531 4v corn West Palm 8eoeh,sFLDrive 3 DRAWING No �'7 'N�q 1 c m E8-0006719 1 7-1 Q/ • Ssn'O1V/11 1•Pj1,11 WADER A.SLUT J•.P.E. 4 SHEET _- , _V IYI1L• FLORIDA Lie./41167 65 1 OF 20 P.E. SFiTt/31fAlUREjDAiE , . • a . 0. E ',' ,, NI 0 NA 49 •4'.:.- ool `4 .411 ••• ,cL • 0 0.) -..., z ,,,,„ ..II --2,,,. :...,! 'L--L) 71,, -(2 i,., h ttf•cs1 • • • .s ;-:.- ,: f6 2'6 ,,,ofd 12:1.1 I; 2 •,. • . 13. mg-• •:, '',•;-. 43 cn-.• .• •. i•-• „,,v. 113 •C ''. CC 3 6 - '45 ,c•cc,•J MS;Z:-;..- ',1,'•11 . t.'" • a • m. 6 1 8 6 '''2, I a. <@ i• 4. -2 2 0:, • 1 , A'....<• , A C-> - /"..." 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I -- '• w, •0°94 ll. iJ I 4 I i i'J u Im I _ , 1,§. .2900 I . , • \•�` Num 1111311 m 1g • el i j9 i 9 r,:r o Y I l ` I. 1 L i� I ,-- g�G I I 5' I `6, Lb 11tH 7N7uaa3,g9 'w L-- �� : I ' •oyi! .3- S .orb I ('du L) I a- . LW 310- ,OPTI/{ 01WYd O3Yr9 t 11'9'11'5 • I •° • .S9L' .C6L'L 1390.0 001100 07013tl40 00314 1 •9 O 1 . •0.0 .S9L' 1 0 lW 30-' IO= ,/1.08-,Y/I ,686' ' ,099'£ J .985'1 • • • SHUTTER ASSEMBLY SCHEDULE FOR ---��- HV OA HV A-1 3/8"0 12'MIN. I CE , (�71 Y Lit Vl'ir 41 A (`1 TO PLACE T P _ _._..__•.__ .0625' O NV BLADE t q�1 • E. E to }sls. Roi I 1 • 1 m WIN.• suoE 0625- "Lim/ K .06zs� .0625• ® NV BLADE 1A -'- 1I ,`1' �'� . ®� • Ili! ( ': BUCKLE I.1`O OFENIHr .6625' 7875 Y NV LONG RECESSED NYLON BUSHING °tT z cxi ~'! l KNUCKLE `.} F 0a yW MP)KNUCKLE P.06 ' CO01117. 4-1* NV SHORT RECESSED NYLON BUSHING yr €..y 1 1 i \ FIAT PORix3M 017 75 4t HV NYLON HAT WASHER r ©OR ! & i I =O of�lA9 q� . _- 1 i350- 41 NV WHEEL CARRIAGE AISI 302-303 SERIES ��L_4 -CO i if l /f o2.a7so' } % 0.870"x3/16" THICK NYLON WHEEL. . 1-im 1 2 7/8-MIN. m WINDOW � � 4 SEPARATION CLEAR I 03.4.1' 0.188'"0 AISI 302 SERIES S.S. RIVETS 'F� -j•375.6 I e EN I .0525- .."'" 3.7500• ..J RUDE I .0625' t NV 1 .3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR scs iii OPENINGS ; .t 5 3/+' 4774x/�E _ o oN CEMER5 ao q3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD *^ r ^1'- /!. �q "g'oQ �4 -2 t/+•� :>rr�rRoq}IP/AO POLYCARBONATE IMPACT RESISTANT HV WINDOW j ii r— J' EAR 6E .018}TYPICAL HV WINDOW BLADE ® AND 14 Ill T=S 3s .... lo i ' I ;POLYCARBONATE HV WINDOW DETAIL umj QOR ® ,r'4 or 3 N."S.i • ^ (SEE NOTE FOR ../.;,, REQUIREMENTS) II Q OR ® i *P0LYCAR80E IMPACT RESISTANT NV WINDOW BAYER• yNA MAI(ROLON 3103 POLYCARBONATE 4 !1 Mw,el. • EE RESINS, UV-STABILIZED GRADE OR SABIC * •• BLA+E K. CKLE FOR nil 1/U� Y L. __A. I Ta BLADE coypu INNOVATIVE PLASTIC LEXAN 103 RESIN Y PIN OSIIREMEMTS A EXT `qq -1z EI 1 t It �- 3Qq • j• 0 OR O i ' rµ==Y� (SEE NOTE "F"ON SHEET 19). iii (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR `- 3-/ r1•Na i BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV0 OR 1 _ EXTERIOR POLYCARBONATE SOURCES FOR 4�4 3 NV BLADE. T�PICAL SHUTTER ASSEMBLY /� ill TNR'JtPROPERIES . mow 14n APPIJCNXEL �"" „„�. N..S ,NY PIN 02 ORA AT Ruuo100 +°O.5 oo9 (2) NV.PIN'(4 MAY BE USED IN LIEU OF ® AND ONLY AT Exr IDR _ ug.......,.,,,,, 10:.fP1tx' BLADE'S KNUCKLE. \ 1` EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV I� eo.324"-. �;�, (SEE NOTE *FOR 5100110 0100 ASi4 0192 0.043 ro/:n E. 16/4 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SI IEET 7. o4s �'J ' REQUIREMENTS) TTP. '77,-; 140,..! TOME YEW;7001.6111 1514 0838 9.100 Psi. 9.500,p.sL 1 �„ 1040196.51901.011.A Y 10 4514 0190 12.500 a.si 4.•00 P,, (3) NV PIN �2 OR 1�3 W/ 1/2" O.D. 1/.16" THICK S.S. WASHER I. ( r1E60.6 a0 A6s 4544 0790 340,000 9.41 345.000 941, SHALL BE�USED FOR DIRECT MOUNT INSTAL i ATION PER DETAIL X, •'e>. ,, 1 °tet SHEET 0 j rarcla0:200 am 0250 la n-.Of. 11 rr-1e�e Jyy, Mr evraon 470a44-00040-4, AIME COMM" 15112 02843 472 5 84.5 2 141E Y4F�EEL CARRIAGE DETAIL pg5 MBLY LAYOUT Roc 01 suaw96 .m'°w5 C-I aus C-1 CMS . N^' 14-is` UV 0011011 4515 01929 1040 7 920 7 BUM= 05112 0155 100EE 51601.G15 MER 811.116001.96 45114 676 9302 9 s 2840 0.51 0 '3*) HV BLADE SOLID & rig HV WINDOW BLADE DETAILS TENSeE SIRtSS%Mt 1031.4110.0 4.514 878 0011 psi. 6680 N.T.S. IEEIFNSNsiiiii,•, ,, N TFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - 1`st‘��.` .•• ,I!'44.1.- W)20!7 EASTERN METAL SUPPLY.INC. . ` `ry N •-1P' 6'+2017 TILTECO,INC. p,� t' ti`j1ElYs� BERTHA HV1M A.S.S.A. Accordi©n Shutter System * / I 1 L I E C 0 INC. \ H.Y. BLADE#1 W/OR W/O H.V. WINDOW RUDE• ' "a•'•, a 'i j ;/4"�� TILUT TESTING A ENGINEERING COMPANY American Shunter Systems Try•Nw OESERIF110N OAfE ,DRAWN 612: LC. A Association, Inc. I 010 15-081 -07/27/17 0010: 07/27/17 1 ac'".. Ln LOQ` :' tE� ass5 1.14,sE0 a,se.scs,Va 6NN I(0065.M1ORAA ssea 9 11 Phone.(205)875-1530,Fox:(305)671-1531 4268 W Beach, ds Drive 2 • DRAWING No -•°-6/"•f�"(1•�•E• i-*' 'IEE e-mate-o ai 9"<m West Palm FL 33407 3 17-107 d'•rTL 641,100 A TILUT Jr.P.E. 4 —.__-..- • 1E0040A 140.8 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE _ 6 _4 OF 20 • • ' • • • • 0•0. H 9. 5 as O' 7 .111i: 5� fl +NOTES ON HV LOCKS AND CENTERMATES: •0.,.e.,,_ B u N s r 0 (00a@'•�In3. 1. MANOATORF CONOfON /1: ONE IN LOCK JI or�rE,y�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN t�1 ! OR 12"ABOVE OR BE,L,)W ],[2 OF SHUTTER SPAN FOR SPANS UP 70 105',MO FOR INSTAL TIONS T ANY - I ELEVATION.11V LOCK or�I MAY 0E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED'TO1 OR II - 1 A • 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 JII� TYPICAL SHUTTER ELEVATION. I0gOp i ,1 I1 I I `—{Ary 4 j II'll�• L� 2. O IWAL�QNDn1Qd/1L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV FFFIII LOCKS%I Q„I OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @ �J - „„,_,,,,' LORO 2i SHALLOFBE AS INDICATED ON NOTE(I)ABOVE. j © ��f©Y' LOCAPION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ~ Nod-Hve=_ `l J 3. •,71•.. !•..P II+•. L• r r„ d.. r..{•.:f lf.,r.11d.. ..Ili+ ....k. •.C1 f;.MI.,. I. NDA-+9f�.� VII �1$USED W LCV.LOMSL' LOCKING RODS L,D ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY `lV_.J 2�a.aR, 0. 6 oRoR O. ��" �°'�5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO-MANCE. LOCKING RODS)OR AN ALTERNATNE DEVICE ,may MAY ALSO BE USED AT STACKING POSITION. (NON HURRICANE POSITION). FJ I • in:, I 1 I 4. ANIMA Y CONORtON /2: ONE HV LOCK BE USED AT CORNER CENTERMATES FOR ANY SPAN A IF „CH'� �l I li AND INSTALLATIONS AT ANY ELEVATION.HY LOC 2[ or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 1}�` AT TOP AT 80 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �i "0°-14vc �� 8� I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. { O Ai3 bit J DT 5. AITQItJATE TO 4YIOATOR/481M I7 TMLID OYLY FOR IN LOCI{ SY11lg7yCAL CQ(TERyIL1F5 I ��. �+ ap$�@ S ONE ALTERNATE FIV LOCK '�C IMY BE USC®H LIEU OF HV LOCK Q r FOR ANY SPAN AND 411) I Yg INSTA LATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN NSIDC OR OUTSIDE LOCK.ATTACHMENT �� .+ Soo � �_ tl I At= OF 1/4'0-20x3/4'S.S. THUMBSCREW TO 6 OR I�CENTERMATES SHALL BE LAME W/ 1/4'0-20x3/4"ALUM. / -\I " o { I $$� WNWAS SHOWN ON SECTION HVE. SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO l / 5�vo3+ I C` LOCKS AT 1/3 OF SHUTTER SPAN. I 1 20: ,iwl.,. , ,H.I .b'1. .1:,, ' ONE NV LOCK or or 12 SHALL BE • USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i i' 11 A- I I I TO B8•,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK m or g or/3-MAY BE USED AS AN INSIDE OR i '(J '� 1 I ,t 1 I-ii OUTSIDE LOCK.ATTACHED TO 1:or®STIAMETRIcAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END—' t5i� M.S.M.5 LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3�'W/ Tag DELKLS Cu1 © O• ,1_,_,,,,,) OR Vl TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS CN d r t N 1 J). r Ntl R y W % l SHEETS IC & • 1B NP. FULL ! !+ '• *NOTES ON HV "T" LOCKS AND CENTERMATES: • HEIGHT. 1 It i OF CORNER •� r --- _ _- V..wn[d ndm—�_—. I ._ I. .... . U?..1 .•.d.. ••:4 .. 41t,4, . •. I •:. r.. •1 0... 0.1 •,I •I,1130...Id. '4: -.• CENTERIMATE ONE ALTERNATE HV "T'LOCK(t MAY BE INSTALLED IN UEU of NV LOCKS •.OR •• FOR ANY SPAN AND • (12.C41.4);,(7.w�ou]0•.131 u, } I TALLA1IDN AT ANY ELEVATION.ALT NATE LOCK®�1+AY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER q3.AS SHOWN ON SECTION JNG, SHEET 9, WHICH MUST eE 4I )' I S,o.6..5-3';<.(17.:•;1310. --_ CONNECTED TO CENTERMATES 0 AND 1 W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8'0 x 3/32' ^� �...� LNNGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4"0x'5/8"RNNUT. LOCK MAY BE INSTALLED AT,MIDSPAN OR 12' '(ii 4 7' •I! o(✓)•(7..113) MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS SI�'TOP AND BOTOM IS MANDATORY. �5•li$I00I1 .(�$0.($3.77;a, . • F'•@L.@ e•.i T 9•gim •CA.) *NOTES QN HD LOCK & CENTERM TES: 1.NO w H. CQnERNATES© OY r 3 W/11: ONE ALTERNATE ND LOCK ID MAYBE USED IN UEU or TYPICAL 1) HV BLADE SHUTTER ELEVATION NV LOCKS 1�4 OR12 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE MD LOCK 6-MAY BE USED N.T.S. AS AN INSIDE DR OUTSIOA LOCK.ATTACHMENT OF HD LOCK Cs:TO®IS W/3 gB x 3/0'F.H. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT'3I AS SHOWN ON SECTIONS HOB-HVB AND HOCGINC,SHEET ID.LOCK MAY BE INSTALLED A7 • MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�.3'IS COMPLETELY OPTIONAL. • IJ ""xA„"'- FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' —,r'I,�CP A L Att `N1 ....•••••.,,..•/✓� 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY. INC. • p 'I \NC.ENSF••, .p i BERTHA HVTM / I I L I E C O me.c. \ A.S.S■A. Accordion Shutter System ({v BEAD qt W/CR W/o KV.WND)v EtAre 1 -a-. .i ,//�:i* ; American Shutter Systems •r.N. DISCEIP000 BAIL DRAWN BY: L.C. . DI' . TICCIT•TESTING A ENGINEERING COMPANY A890Ctaflon Inc. 1 OLD 15-085 7 • (�%., A(• ` �\ 6350 110.211.Sl.II..203.000000 G 00*0.80000 37160 r ,/27/t dATt: 07/27/t7 /` L�[Y�. �' A Phone:(_os;e7t-I53o,ro.:(yos)en-Asn 4268 Westroads Drive 2 '_,f•5ir•••.eR� [.••'r�\��•tLA a-m.i:nI.00000.wm West 3oIm Beach, FL 33407 a • DRAWING No ,''-V/O�At •'�V 'LL 1B-0006719 17-107 i�r� WALTER A.-ILDT Jr.P.E. 4 ' FLORIDA L1c./.4167 c SHESE OE 20 P.E. SEAL7SI egiURE/DATE • • • ;--CONCRETE ANCHORS POURED CONCRETE POURED CONCRETE- (SEE SCHEDULE OH OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS ,-.1/4741-2043/47 _ :t/4'-20,3/4"S.S. ' POURED- -*S:.\---- SHEET IJ) MACHINE SCREWS CONCRET REQUIRED ` rIXi (SEE SCHEDULE CM (V//f/4'-20 CONCRETE ANCHORS 17 6•-V tAlCHC(SEE UOVNTING®t ON SHEET 7) 1�SHEET i3} tiT1T$a 72'O.C. • ,�, ' P /~(SEE SCHEDULE ON SHEET 13) 1• -"Alin ,,1' /'�, ,` Min. 1/4"0-2Ox3f4`S.S. / l Min. [ t 2 ORl(4+ ( • ____ EO EO MACHINE SCREWS y ____ tIj E-Ea Eo q. } ____ USING i/4-20 NUTS t J2"�___ t 1 I 'p� 1/2' � � y� O tY O.C. �, �� . • . 1 f2. i� 250`AIDx. + oR • _...t., i 111 t 3 'o#a i 5 E. O � ;1 ,E.b.• 1---c----r ;� rj I(N�4N' .250'Mox. E.Q.4 ____ i"1:_��((.��-{{�r�.�f 1 Ui))9!9! •MaO. 1 h� EQ.* IIN�NM • EEL' I AA III • - • t OPTIONAL 11III ( ' \-OPTIONAL --( L_ 1.1 TO a SEE j 'IV / +, [.1 '� L-I HUM SHEET / 1!OR �+ MIN.SEPARATION TO GLASS • 0 EXC S (SEE SCHEDULE ON SHEET II) EXISTING HMSpg QH % MIN.SEPARATION TO GLASS GLASS--{__ _4 "-(SEE SCHEDULE ON SHEET Il) 1 1� •.. EXISTING : Goss ;C)HV WALL HEADER INSTALLATION 'cia'A%15_ ._:+ : EST . _: •N `' E,D4 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -----' 1- '— _„_,_ MM.SEPARATION TO GLASS + WA WP , �~ ExIS7MG (SEE SCHEDULE ON SHEET 11)'— _..0 C ^'• T0 OASS ORE DOR 'r,:7 MIN. SEPARATION TO GLASS 1 1 CUASS• 'I 4 SOO=at WET 1 i'-(SEE SCHEDULE ON SHEET 11)-" i} 'I I 11 rat WEEOHM GMSKIT AXIM&AA .1 1 Y EXISTIAG II OPTIONAL _ G `5--� t E.b..T i i . T^y(�'1 it ,fes E.D.• r ' "- Mos. 1({� H• ✓'�- 7,..,,„,.„0„, ■i tJ4"Max. ry_ __ r'1111- ...,0 OPTIONAL i 1 L 13 097 5�„ _ r` ---- t9 1 -I t_r. ( f L-E0. EQ I.' I \. Min`- H �'' ) }t { 1/4 0-20x3/4"SS. c t 2 ORL4. . T t $4 PAILUPS TRUSS HEAD �y`• i/ib-20x3J4"S.S.PHILLIPS �'. •-E4 EO"" _�� CONCRETE ANCHORS f I-t 7 ORA", I MACHINE SCREWS USING -.___t.. L -TRUSS HEAD MACHtN£SCREWS '-CONCRETE ANCHORS `� 1' 1/4"-20 NUTS 0`r FTC (SEE SCHEDULE ON W/ 7/_4"-20 NUTS A 12'O.C. (SEE SCHEDULE ON SHEET 13) / ma, POURED CONCREIL-' SHEET 13) 'i OR CONCRETE BLOCK P.UAE')CONCRETE�r -- .E---r ?,r,OHCRETE ANCHORS REQUIRED • • CONCRETE BLOCK (�HV WALL- S LL INSTALLATION • W^L REQUIRED p; HV WALL SILL iNSTALLATiO / (SEE SCHEDULE ON , POURED CONCRETEJ SHEET 14) ` OR CONCRETE BLOCK • WALL REQUIRED U HV WALL SILL INSTALLATION • ,. MIT .(*),L:.- --- INSTALLATION_ DETAILS W/ • 1— SEE SHEET 4 FOR TYPICAL SHUTTER •`E.O.= EDGE DISTANCE • SEE LBAITATONS OF USE FOR r ASSEMBLY (SEE SPECIFI TIONS ON SHEET IS) BLADE tti ON SHEET 19 \1/ HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED rErjl/N,vr IN ANY WAY 70 SUIT ANY W5TALIQIOTL 411,,,1 ltik. k tit - FLORIDA BUILDING CODE(ton High Velocity Hurricane Zone) `,'4P •�,�CENSF '••- 02017 TIUECO,INC. • ®2017 EASTERN METAL SUPPLY,INC. �J 4 ,,1. = BERTHA HVTM '.4' -•. ! / A.S Accordion Shutter System = i L I E C 0 'tic.c. ` ■ ■ ■ 4 IAV. 0,a#T W/OR WA HIV.WH7CW BLADE • • •.. ,>C,([ , ' American Shutter Systems REV.H, DESCRIPIICN DATE DRAWN BY: LC. 4,...4•,...... •' `�Y/t`fTf ;'(,Q 1,� TILLIT TESTING Sc ENGINEERING COMPANY Association, Inc. I OLD 15-CBS I O7/27/v MID 07/27/17 .f '• t0RiOP:• (. ii 5355 N.W.3611.St•S1..305,HRONU GARDENS,410140A 33161ci54268 Westroads Drive 7 Phone:(305)871-1530 rice:(305)871-7531 DRAWING No S',O A`EN , .-moa: 00067ooLcom West Palm Beach, ft 33407 3 EB-0006719 , 17-107 `"•,•,,,,,,,,,'�� WALTER A.TUT Jr.P.E. 5 SHEET FLORIDA tic.144167 P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 • . • • • II .` • CONCRETE ANCHORS • uN•.• - t—_ POURED 7�-"(SEE SCHEDULE ON SHEET 13) m+ •+ tr O URiO�pASr O CONCRETE i-... • soil 1 OR O EXISTING i !-(5rX 50a01AE ON REQUIRED --i,t {DAV7 CLASS-{ SVFEt») - I __ ...•-„_.._... _E OF SLAB : or•• •9 NCR to coto% • \� �, f a.•- MPLICAB:E EXISTING w ben,1D GLASS-, ALTERNATE i -- __.1 EXISTING i” r T''EO-T-'fO ANCHOR ((fit _ NN _ T'T'_ {({� 11. 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POURED CONCRETE-- (SEE SCHEDULE ON qN SHEET 1 POURED CONCRETE-\ ON SHEET 1 L__ • • i I -_ .-ED-_ OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK +-��� REQUIRED • REQUIRED - OPTIONAL-1 —POURED__/ -_- _ - ® HV WALL FLOOR INSTALLATION{ t L) )!V WALL WALK—OVER INSTALLATION MTONEESPEMOUNTING6 INSp.1 LATIOP{ WlatttM StNRER SPAN 8'-0' CONCRETE REQUIRED L ! HV RAINGUARD INSTALLATION t c>QM - E I sou •: • 'I 0. •^ 4 REMOVABLE WHEN PERFORON SHALL MED E.0. ® EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE LOANTATIONS OF USE FOR (SEE SPECIFICATIONS ON SHEET 13) 1- SEE SHEET 4 FOR TYPICAL SHUTTER t OR ENTRANCE . BLADE t ON SHEET 19 INSTALLATION DETAILS IN/ 1) HV BLADE ASSEMBLY -A-"44,...„, 2- MOUNTING SECTIONS CAN BE COMBINED rTr'4y" FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1!N ANY WAY TO SUET ANY INSTALLATION. -J1tw T•-- �(.`,,^b 2017 EASTERN METAL SUPPLY,INC. 714 '`(+EN v: 02017 IILTECO,INC. . 1 \,VCTT��'.. y BERTHA HVTM 0.4 Ir. 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