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HomeMy WebLinkAboutUntitled (2) • • . ' • • G NERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6U1 DAMN)OF THE FLORIDA • BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SWILL 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 INSTALLED HATH A DIRECTIONALITY FACTOR Kd-0.65.USING ASCE 7-10 AND 5WLLL NOT EXCEED THE MAXIMUM'(A5.0.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU IS, 19& 20. • IN ORDER TO VERIFY THE ABOVE CONDONE/.ULTOMTE DESIGN WIND 1411:DS DETERMINED PER ASCE 7-1D SHALL BE FIRST REDUCED TO ASLO.OESIGNI WINO LOADS AREA 1: ILII BLADES Ci)& d BY MULTIPLYING THEN BY 0.0 IN ORDER TO COMPARE THESE W/MAX. (ASLO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU ID, 19&20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE 1401 OVER STRESSED.A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tiol USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A MIND DURATION FACTOR CD.•1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTDI COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 134 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATI.REPORTS: Ppm SHUTTER ASSEMBLY 38-14 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O /0214.01-03, /0715.01-03, 11004.01-05,/121A.01-O5./0317.02-06.90609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS ANO ASTM E-1886 ••EA.2• HV :LAGF-(1)AND HV WI.POW BLAD -6 AND E-1996 STANDARDS(MISSILE LEVEL 0.WINO ZONES I, 2 &3)& 91220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLCABI.E). -HV WINDOW BLADE Ifl 90505.01-08 AS PER ASTM E-1888 AND E-1996(MSSSILE LEVEL D•WIND ZONES 1, 2, 3)BASIC PROTECTION ONLY AND 9 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION OETNLS A-F,CONCRETE/BLOCK SHEET 6 2. IN BLADE°AND IN WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS IND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-11, CONCRETE/BLOCK SHEET 7 3. BERTHA N.V.ACCORDION NNS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914.2.75'ANO 91441.75•RESPECTNELY. 410-11T MINIMUM SERIES CENTERMATE DETAILS FN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 WI WELD STRENGTH AND 160 5.1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DEEMS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS NUST BEAR THE HV 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 MT AND 35.7 5.1 FOR END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A151 SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SO118 WITH 50 AM MN.YIELD STRENGTH AND 90 Hsi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 13 AND SHALL COMPLY VI/FLORIDA BUIDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Moi MINIMUM WELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET IS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE 0: 12.13.14.15 MO 20 INSTALLATION DETAILS M-R, W000 SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 IIY BLADE 0&(5) WORKING IN UNISON: 12. 13& 15 • B. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 98'779.562. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 95'458.179 ISSUED 10 EASTERN ENO CONNECTION DETAILS 7-12 A X.WOOD SHEET IB METAL SUPPLY,INC. 9. n SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR 10 SEAL/CAIN( 41 I L 1,1 1 .1 1 m IL L ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT VAIN 1HE BUILDING TO PREVENT WINO/RVN:NTRL510N. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VLSBLE PLACE WITH WARNING 1401E:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL KV AND HO 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 511D'HALLS SHEET 20 . PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _ - 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILOINO AND ZONING REGULATIONS PRONGED 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...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. • (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING L)FE 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 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 MILL BECOME THE ENGINEER OF RECORD(E.0 R.)FOR THE PROJECT AND WI10 WILL BE 1�}ESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING A5 A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FDR • REVIEW. • (e) ONOINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SGL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 4,+f++ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', ill11�.A"H A. ./r•S 02017 TILTECO.INC ®2017 EASTERN METAL SUPPLY, INC. • AAA4J,P:•`•CIENS ,;✓1° BERTHA MYTH i 1 / ANTE C O .NC. \ AI■S■SLA■ Accordion Shutter System A /*/ H.V. BADE#1 W/CR W/0 FLv.WINDOW CUBE ( %.,* : 'f 6? •*.S, TILkIT TESTING & ENGINEERING COMPANY American Shutter Systeme g,_Ii ocTERIPTIOX DATE DRAWN BY: L. - O A�LLLCCCC v ADeoclailon, Inc. I OLD 15-085 37/27/17 DATE: 07/27/17 ` ••. ,'�''A\ 6)63 I TT ]614 U.4..J( HMSO.,'A .ROPa s]I sc ���I. rove.:(IDS)en-IS3S.Fox:(303)871•ISSN 4268 Westroods Drive 2 DRAWING No .��5•,, ii , 0, 0-mol: 1u o019..� Vies( Palm 8eoch, FL 33407 3 1 7_'07 .v, -_ S/©NAt.t";,.. WALTER A.TAUT 2..P.O. - P.E. SEAt.S(ENAYURE/DATE ROROA Le.I 44167 3 , SHEET - v Ir 1 OF 20 • -3U rat wno0.BIAA[Q • rm... s, g ?= • 4.657* 4,999'__ _ 1 .• _._, r 1 r =1r :..I• J a7 -7 I .:)1 OHV UNIVERSAL FLOATER QUALIFIED FOR U •',/COVERED UNDER US ENT 5456179 QUALIFIED FOR USE W/ NV BLADE�1 (J■ 1 t LIl L .t : :r Cl '- ..ii 111 t : 11 • 6005-T5 ALLOY AND TEMPER i . tk r• U�SE W HV 6063-T6 ALLOY AND TEMPER BLADE C1) a7. A 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 6063-T6 ALLOY Att7766 TEMPER 124• 6063-T6 ALLOY AND TEMPER -• tt• • W 1 r TEN i rbc:. • 67.• 11.1.11 4 L i. .-- 7 1718Sl • .". 1°'. fillifV'.. — i n, 4.4J6' .12' 8 I 3 0..7' I I ,., 7) A. :1 :,15.i131� 1 -1.920 _- r•r.. 1 FOR USE W/ HV (8~=HV WALK-AVER TRACK V,, ..• 4/t :..t , BLAI QUALIFIED FOR UE W/ RV ®11V TRENCH RACK 1-4W 3.m.6.•.- • ALLOY AND T BLADE( QUALIFIED FOR USE W/ HV � `l1ALIFIEO FOR W/ NV 6063-T6 ALLOY A TEMPER BLADE(IT ONLY. '14 HV RAINGUARD •LO 11 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR U E W/ IN 6063-TO ALLOY AND TEMPER ='I VARIES ^ BLADE I 1• • 5' - VARIES 1.930' 6063-T6 ALLOY A TEMPER _ 1917' 1' 1- I 063" O(U' .093' •' ..i* 093' g •• 1 M $T-'i---7----r- .t00�L�'T •_ ` i 2f $I .12 I 1 ' t - 1 I a 093' 1 1 if ii.'31I � — • e. 670.1 1.666" 77 7 0•., 3520' 1 4 1 3.529' __ k10_ ,A,. . 'Ii. HV'CEILING HEAD R a a 1 1.t - Fi HD CEILING HEADER/SILL 3.579" QUALIFIED FOR USE W/NV BLADEI l,ONLY, 0. PIED I.OR USE W •'0 i[MPERDONLY QUALIFIED FOR USE W/ NV BLADE ID (1)HD WALL HEADER/SILL. • SEE SECTIONS FOR VAUDITI . • SEE SECTIONS FOR VALIDITY. QUALIFIED FOR�USE W/ NV . 6063-TO ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE'®ONLY. 6063-T6 ALLOY AND TEMPER Y1 . 1 • L COM::14T A a I T1 T2, X l Y l • MN X MR Y MN 1 • Y� � 2' • 2• 10.125' r 1• 0.062• IL_________L I 2' 5.MAX.: 1/e" 11/6' I 3' I Y ia190' . ' 1.1.11.111111111 .16 I. 2• 5 MAX. 0.192 .0.192' • 1 x =16 SIDE ANGLES 1 2Q CORNER POST Q ALIFIED FOR USE W/IN ALUMINUM ANG ES :7 I 25- V MAX. 0.190" ;0.190' �G I I ALIFIEO FOR USE W/ HV BLADE(.1..) QUALIFIED F0�USE W/ HV -.--I - - • BLADE 1• 6063-T6 ALLOY AND TEMPER • 6063-BL AELOY ONDYTEMPER i 2" 3 WiX,10.139' 10.131" 6063-T6 ALLOY AND TEMPER ' �'(t�a + T I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zgne; 114111r` t%R /��/?� 62017 TLLTECO,INC. ©2017 EASTERN METAL SUPPLY, INC.• P '........ �i BERTHA HVTM \�cENSF.. A S S A Accordion Shutter System �IL�ECOI■�. � ,. ■ t* f' / xv. aAnE #1 w/DR w/o Il v.WON MCC A�Jlzii)_ :* ' TICCIT TESTING ✓k ENGINEERING COMPANY American Shutter Systems REV.He OESCR1PTT DATE CRAM er: L,C, 2 Qu't. TATE OF ; I .NAL MElr,n,w.305.TAMA 0MOTA.3.rtaRA 3311n Association, Inc. 1 OLD IS-065 - 07/27/17 OAIE: 07/27/17 CA.:,• �` P.we,:T205)571-1530.Fe,:(305)971-1531 4268 Westroods Drive n • DRAWING No • . - ••ei11 ,9RIDP::Ate 1E AI' 4-m• Bin e0e9,000 West Rolm Beach, Fl. 33407 : 17-1 07 -. S/i •'•e1T,\1111 WILIER A.1ILUt Jr.P.L. - --. P.E.^369 J itikmE/DATE MAMA Lie 44167 5 SHEET OF 20 • • • 4.376' I 6.660'.2• ; r i NERD 1/4•-20 ,-DE GIST MGM. 1401109 RITD ��c s• .T4s .° I O' I 1 ` I `.S.Y.S, i�Vi EWI[0 PANrtD iNFTM[o' r0E OAST " s,:1) =•= .,,,1 , 2 TYP. Ng o, �l -� ROUSING MALL M �I 8 8 •., dl t5: ; �I WED PANTED At I / ' _.��� r{ I 7 pp "■ �� "J ta' CAMS TRW 4A, • O6, I Z N 1 g I � I� MNOB. ) •.2. ,� g, .067• "` I _ ���', I 'y�•^ K I 23... 675•,^ i ^ •C; I, ..,r i 73 _1.32 , pry. ''\ I • I L I .3181 E..i �.11• •�'' .- i ..t I \. 1-��' -BRASS OYLP,DIR ii ..BRASS OW002ER �./ 0 - •RA _���.. • JI . It d MAYS(meow (OlRovt NATIO 2 NV CENTERMATE s. ' I/ I " ` ISI• ') `SATED) QUALIFIED FOR USE W/ NV BLADE 1,&�I ONLY 1.1? HV FLOATING CENTE�8MAT • v;•• ;9 ,7141011 ° `I ( M ' HV OGRES LOCK 6063-T6 ALLOY AND TEMP'• QU IED FOR USE W/ HV BLADE(I & A ONLY 3.023' ;.R15'= QUALIFIED FOR SE W/ NV QUALIFIED_E�OR USE W NV BLADE C1& I )ONLY. BLADE(1)& 'e ONL 6063-16 ALLOY AND TEMpE � t :I � � :� � �_ J I r QUALIFIED FOR USE W/ HV BLADE 1 I ONLY 250'oz. J 2. • 6063-16 ALLOY AND TORPOR • • . --;- - • �..,'�tB� I.7 •22' 4.015" �2• VOLE TO .," "_'1--I}'-�1} R�.. ' 1 I '.,.• ,• SCNEW no.. .1 r .4 4 I ' ' . • = n (.360•AFTER RIVETING •� • •� 061' bi ; ,,/�� , i .975' 6EFORE QNE7N7G I • ; m '06 a: : b "♦ 1/4"t-20 x 3/4" " � A. I • y/. S.S. THUMBSCREW t/4 0-20 RIVNUTe � �'i { • ••; -�' p' _/ : ' •.�. SERIES 9444 AWINUM(2024-13 ALLOY)URGE FIIROE 1N01 2.769 , I 2.750• - .- . CHERRY SHEET aUISORITEGIORNPART IPPENY.NEW ARMY 0703DErY 4 OR MOR MRS.. PLANS FRONT ELEVATION " 1I 4.566' HV MALE T LOCK CENT RMA7t; t LOCKER FOR "T" LICK CENTERMATE QUAUFIED FOR USE W/ HV BLADE )(ONLY 2NV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 00 HV ALTERNA VE LOCK QUALIFIED FOR USE W/ NV BLADEO1)ONLY 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE QUALIFIED F0$USE W/ NV C 6063-i6 ALLOY AND TENPERJ W/HV BLADE ONLY. BLADE ONLY. 6063••76 ALLOY AND TEMPER I.1 • I.• 7• 3.161 • I--- - • t-- _ i _ r-- H c .. �v63 , r f-? r 1 _ 4 . DI `_I _-- -INURJITURN 2. I • ,IIS C INNOR .214• �i $' .O6J .062• .214• ll I 6� • - • • •ng .,.r ri )9� 0.075'Nr. •��' n 1 .125•No. '31?Q. e :.4X1:17,• I �.! 0 . I 1....._-! I' HD CENTERMATE W/ LOCKING R4 Q 40 •e',e O°o , . e �l2 � QU • 0 FOR USE W/ NV BLADE 11 & A. QUALIFIED FOR USE W/ HV BLADE`(1'& A e••„ 1 6063-76 ALLOY AND TEMPER '.3 ■T ► :.,1/:�Iiv BLADE ; 6063-T6 ALLOY AND TEMPER VARIES.12•MIN. I QUALIFIED FO: SE W/ NV BLADE. 1••.IIA. p =5� • _I/4.0-20 ss.OR 3/9'4-1e a 1.130' 6063 ALLOY AND TEMPER T� ACE)µ11MBSCREMS ( T"UMBTURN (SQ CtTF►e • r *r-' 1• B° �- OR N EY • -- -'_ 315' • w., i 1.57 ILn_I COMER LOCKING ROD/� • «; !L -� 373-a I__. • I/4'0 ®SHO LOCK • - QUALIFIED FOR USE W/ NV BLADE•1 �{� 3 HV 1/4" 0-20 AISI 304 TM'REGENT HARDWARE MORTISE LOCKS SORES 2333 MDR 6CLT LOCK. 6063-16 ALLOY AND TEMPER V• HV 3/8"0-1 8 ACEI' . / ERIES S.S. THUMBSCREWa QUALIFIED FOR USE W/ NV BIADE..1,a i✓ �© 0 DRILLED S FOR REQUIRE : - iE" HOLE THUMBSCREWS QUALIFIED FOR USE W/HV BIRD '� DRILLED AT TRACKS :' R EMBEDMENT QUAUFIED FOR 7,J A7j'jn4,--, �t►:BLADE Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ITINI'�CP A, /I� O70 • (D2017 EASTERN NETAL SUPPLY.RIC, +•ISSII •`�cEN• .'��1 zcordion Shutter System ' -.I, . . . / I I L I E C O INC.E H c \ A �7 S A■ KV. Eyec/it W/CR W/O H.V.Shutter BLADE I *i d' /•/ 7 American Shutter Systems - 7r t* : TICCIT TESTING & ENGINEERING COMPANYr otsc9lPTaR DRAWN en E.G.Lc • ; ••0 STATE OF •� • 6250 11.14.260.SI.EM.305.MRORP GARDENS.FLOFa 33.4 Association. Inc. M OLO 15-OW .7/27/1 0410: 07/27/17_ • •� �$ Phnn4:(305)671-1530.r6.: (305)871-1531 4268 Westroods Drive N _ DRAWING No • .,O,t'•. A20 N.; �'V.151 •-,noT:tR.cooc'_0an West Palm Beach, FL 33407 Q ..-f`6. RID••• 11 [6-OOD67I9 A 7-1 07 l/ ''•'• yd / HALM A TOUT J1.P.E. ___ _ P.C. A/%31Li�A jJ E f DATc rteR6A 1k.144167 s .. --•---- ---_J SHEET , 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE,(� FOR 3/e'0, 1i • HV Q HV UI'V 4I _ ® i'• j IY'TO BLADE TP .1875' _ ._..._ _. _ .0625' • Q HV BLADE 1 11 UV A67S .0625' • �r1•q�r HV BLADE lA `j ,a. I \I ,' •• HV FAH.. BLADE .0525' tree■-8 ----- • IIII IIII i • MME%—; ,•r OPENWe IBM' Y • ® HV LONG RECESSED NYLON BUSHING 1111 .. lY� iF ">' KNuMcvKLE t1 .0025• 0.06 ® HV SHORT RECESSED NYLON BUSHING ® St s Ii UT 1 .. .. f 4(3( NV NYLON HAT WASHER II ©OR ® 1 qi i I 7434 Po +i1 RI? ��1\3 30' 31 NV WHEEL CARRIAGE AISI 302-303 SERIES (� (� i�._•4•' ® i i © `'!02.97 o. i X 0.870"x3/16"THICK NYLON WHEEL C% e/ ,--Ir r ` 1 2 /e'4655.1 WINDOW \` 0.18B"0 AISI 302 SERIES S.S. RIVETS • '!315'0 I eE1WEEN I .0625' 03) . '•m. 7200- CLEAR , ® — 1 I (�_ J GIME l 0625' , HV 1 3/4' ACCORDION PIN W/ g6 HEAD * EXTERIOR eC1 J( �Jj 4 j OPENINGS ; J�oN c 3(vs:t�"°"'t 7 . 141 9 HV 2 3/4" ACCORDION PIN W/ #6 HEAD k /( 474-0• f. . 2 1/T• i' CLEAR • (33 POLYCARBONATE IMPACT RESISTANT HV WINDOW OR O 10 T RTI TYPICAL HV WINDOW BLADE f� AND 39 W DET 1 POLYCARBONATE HV NOON ' E AOR (® ® or ® •1 N*`-. Com, 1 11 SCE NOTEENIf0 I PCQVIREMSS II (DOR ® II i *POLYC-RBONATE hiACT RESISTANT NV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12 NMI.ci - CE RESINS. UV-STABILIZED GRADE OR SA9IC * }MV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR III IIII J p i ® I to BLADE BO •u INNOVATIVE PLASTIC LEXAN 103 RESIN (�� ( ! a�qg I ` (' 1 (SEE NOTE 'F'ON SHEET 19). • HV HV 3 F Q OR I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR "-3-1 -Peg BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 0 POLYCARBONATE SOURCES FOR NV BLADE. EXTERIOR ® PICAL SHUTTER ASSEMBLY !1i rmrAl,nac lr, • •01 �L'MK.40g4 5• , NV PIN®OR©AT RN79a.ct -'i•m/a•.. w.M (2) HV PIN•® MAY BE USED IN LIEU OF ®AND ONLY AT 3 ENT IDR 999 BLADE'S KNUCKLE.- MD& EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV Q 50.32+'-. j (SEE NOTE •FOR ssEuOc MOM 4504 0195 0013 Wks 0.013 op,' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 448' Q �'J l? REQUIREMENTS) �` '•' TYP. \� Ta✓91C T1aD 1I7,01? A514 Me 5+00 psi. 91500041 MURIL swum Al Y.IID x514 0700 17.500 pal, 13,100 p.1. (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER .1' .• I' nnuuA u00uvs A514 0194 310.000 p.i. 343.00D p.A SHALL BE USED FOR DIRECT MOUNT INSTAI I ATION PER DETAIL X, ••8r, I, X10 SHEET ® - ,I 4514 05x 1e n-�0/ 1711-em f1 EEL CARRIAGE DETAIL, WI 5110*0008 r010 03043 .15 a e+.6 c VAX ASSEMBLY LAYOUT sec a eu4•e Arn 0035 a-1 4153 a-I 3455 SLI!WIWI ASN 01029 MC T 500•i • .150111019512. 0514 0155 MOM 51/1/0111 0161+L1111109.0 ANS 5399302 psi 7010 p41. • 3HV BLADE SOLID & iT 1" HV' WINDOW BLADE DETAILS 1OSOUS WOKl•aOITmRe 'x"'530 . 6.01 psi. 7000 p.•. N.T.S. �p�pllluiiii.,,,,. 1/,'1IV` p, i' 71 •.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', P ,•' ✓ 02017 i4TEc0,INC. • m 2017 CISTERN NEPAL SUPPLY,INC. :• \GENSF ,,.9 i BERTHA HVTM L I E C OINC. SAccordion Shutter System HV ♦ A.S.S.A. MX Al w/al W/0 H.V.VIN=alDE ' •rt• ayrm�vrj� TILUi TESTING er ENGINEERING COMPANY American Shutter Systeme REV. DtscRVT10x OAII 0RAw11 en 1_c. 9'•, rT �, Association, Inc. I OLD 15-OBs -b7/27/17 RATE: 07/27/17 O,c•,. (O O..r 4, .' 63U x...XV..51..Ste.301,9.1.01. . 41310?),11.090111315( t ............ 1.0-- Phan.(305)871-1530.r0■:(305)071-1531 4268 Weslroads Drive 2 • DRAWING No - ss/ONAIIaO1'11 • e m e I.oa7�i0� West Palm Beach, FL 33407 3 t7^107 - • ....r1•' 7A11CR A LWT A.P.C. 4 --- n000A Lic.i 44167 5 _ SHEET P.E. SEAL/SIGNATURE/DATE a .4 OF 20 . CP•ei.a : 7 � o,)� *NOTES ON HV LOCKS AND CENTERMATES; Q. Q. C l'}' l"y L;i' l'y O. , �Tt 1.MIIFIDATOID CONOIDON! AL ONE HV LOCK d or 50 SHALL BE USED Al 1/2 Of SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN OR SPANS UP TO LOS',AND FOR INSTAL 110NS�T ANY • ELEVATION. NV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED'TO OR 1 CENTERHATES W/(2) 1/4'0 0 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION Of LOCK SHALL AS INDICATED ON t� ���� TYPICAL SHUTTER ELEVATION. ___777 IIIIII�_ QoQo• _ I I ■� 2. • IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 1W0 NV I 16 4 --41. LOCKS OR W1Y DE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTK7N OF LOCKS TD CENTERMATES®: I "1 if°'-- 1 LORA IT OF BEC AS HALL TED ON NOTECED ABWE LOCA NOF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �V----"v8 e I 1 3. OPTIONAL CDMIIIOIL/2 [VAL10 ONLY WHEN . +.L...+ CONOIDODT/t OR LWTIED UABDATORY CONDIITON — 1 /2 1S USED W H.V. Lamb LOCKING RODS IX ARE NOT REQUIRED AT URRICANE POSITION. BUT MAY II --,4 BR�Oq®■ iJr ;'a�5 BE USED IF DESIRED TO ENHANCE SNUFFER PERFO•MANCE. LOCKING RODS(9 OR AN ALTERNATIVE DEVICE ^ I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Q�73 , ', I 4. • ONEHVLOCK® ® BE USED AT CORNER CENIERMATES FOR ANY SPAN Iyy33•- �'' i/1ll AND INSTALLATIONS AT ANY ELEVATION.HY LOCK 4 or SIWJ. BE USED AS Alf OUTSIDE OR INSIDE LOCK. Y3 I ATTACHED TO Q�CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 0 Ig.SS1I I AT TOP&BO OM SHALL BE USED. LOCATION F TOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Notrxvc 1-- I I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. C�� "8 P 3x6 T1 5. ALsRNAs'TO nATORI DATION 1 vAM ONLY FOR NV 1 �UcTW IIS. I PIP 9 �/�a T- ONE ALTERNATE HV LOCK ifMAY BE USE IN LIEU OF TN LOC �or FOR ANY SPAN AND �- T g n_Llilg I INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN N51CC OR OUTSIDE LOCK.ATTACHMENT ....\ E55 9�II � 1�p ryp I = OF 1/4'0-20x3/4'S.S.THUMBSCREW TO TB OR CENFERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. /� R a EL �'l-1/ 1 '8$; RNNUT AS SHOWN ON SECTION HUE. SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 1 SIEva I C A LOCKS AT 1/3 OF SHUTTER SPAN. )�- •/ v Ci• 1 6. ...,.TOOT CONDITION J,3 FOR EYSTONE MOUNTING INSTALLATIONS: ONE IN LOCK 0 or�'or 0 SHALL BE } I I II I I USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP TO B8',AND FOR INSTALLATIONS AT ANY ELEVATION. IN LOCK ET or or 0 MAT BE USED AS AN INSIDE OR } a p• 1" ,-,i OUTSIDE LOCK.ATTACHED TO C.or®SYMMETRICAL CENTERMATES W (2) 1/4'-20 a l/2•LONG FLAT HEAD S.S. f' M.S.LOCATION OF LOCK SHALL BE PS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Of LOCKING RODS gi W/0 SEE END— \ I ` 5° OR 40 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION o (> 40, �, 0 0. t I DETAILS CN o r [ . L H r �i 0 ©" x '1 •8ETTYPS.FULL .1 I I *NOTES ON •HV "T" LOCKS AND CENTERMATES: • HEIGHT. I •�� _ I OF CORNER 4 44,4, . .,:... ... ..; .. ..., ,, T: . 1 1. la;�..l •.;1 1.11.... tJ .� rod IVP. 1>; __� Iwuma VON /-� C'� , CENTERMATE g ONE ALTERNATE NFV Y'LOCK r,;, MAY BE INSFaLLEO IN UEU OF IN LOCKS • OR •' FOR ANY SPAN AND • (1)NOoa 6 x;00 .o06 U••5 31•' 1 I TALIATIO AT ANY ELEVATK)N.ALT •NATE LOCK I(Tr0 Y BE USED AS AN INSIDE R OUSDE LOCK.ATTACHMENT • Q• .- J OF LOCK 0 INCLUDES USING REINFORCING LOCKS AS SHOWN ON SECTION HYG, SHEET 9,WHICH MUST BE 10•4 o•(•.l'o■171••,�y o■ CONNECTED TO-CENTERMAlES 0 MD®W/ 1/440-20•x 1 I/2' LONG S.S.THREADED BOLT W/7/8.0 x 3/32' �-' ..J �_ v WINGNUT 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' J.v ••1 et(I. •1 j..'0)Co MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS IJ TOP AND 6010M IS MANDATORY. ' (I•-5:•eIoo .Doo®.Flux • Y.•€,B)..,@•@,:0413.4.3).43-;•�y *NOTES EN HD LOCKS & CENiERMATESz 1.HD C'!rl Wz(HO CID(IERYATES© OR'i W/Q: ONE ALTERNATE HO LOCK(j 'MBE USED IN UEU or TYPICAL -) HV BLADE SHUTTER ELEVATION WI La«S j OR.0,FOR ANY SPAN AND WSTALLANONS AT ANY ELEVATION.ALTERNATE HD LOCK is MAY BE USED AS AN INSIDE OR 017ISI LOCK.ATTACHMENT OF HD LOCK e„..70®IS W/3 J8 x 3/e• F.M.S.S.M.S.,MID INCLUDES N.T.S. REINFORCEMENT INSERT V.I AS SHOWN ON SECTIONS HDU-PINEY AHD HDC•HYC,SHEET IS LOCK MAY BE INSTALLED AT . • MIOSPAR OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS Si IS CBD'LEIELY OPTIONAL. ' AAIA�YA�LLAAIA�A"'y,/,�,� fLORIOA BUILDING CODE(Non High Veloci� Hurricane Zone; L1LPN'@,�.`t,n~'.f //)E 02017 TMLTECD.INC. CA 2017 EASTERN METAL SUPPLY. inc. , \CENSi:'• �9 i BERTHA HVTM A S S A Accordion Shutter System IILIECoINC. � I. * 1 Ilv max#1 w/at w/Q H v.mum BIALF .� j rx;. American Shutter Systeme Liv.xn -mom., DATE DRUM BY: 1.0. 'a IEOF ?• a TILLIT•TESTING & ENGINEERING COMPANY Association. Inc. I OLD 15-085 07/27/17(DAM 07/27/17 p,'•...A� Q�� 5353 R.N.x1A.SI.s4.705.YIRLIIA IA(3ENS.MODEM 331[c 4268 Wegll00ds Drive x 4 Phone:(305:en-1530.rot I(305)671-1531 DRAWING No L r- w:Ill.c60aa.com West oOlm Beoch. FL 33407 3 • ss/ONAI.c!co4c �1 WAITER A. UTI1 1.11.P.C. / 07 T1 MCWDA Ik.A 44167 5 SHEET P.E. SEAL/SKIT('TORE/DATE 6 5 OF 20 1-CONCRETE ANCHORS POURED CONCRETE.• OR CONCRETE BLOCK POUREDRSHEETEE 13)3)OUIE ON REQUIRED r t 4.0-2O 3/4•S.S. CONCRETE RE URED CONCRETE ANCHORS 1 MACHINE SCREWS CONCRETE REQUIRED ` at _(SEE SCHEDULE ON 1 W/ 1/4•-20 aEOUtl1[0 —_-7•— T 7 ID•' flSTCII((SIC 4rAlRnra®O N SHIES 7) SHEET 1]) NUTS A 12'O.0 • . -- CONCRETE ANCHORS f (SEE SCHEDULE ON SHEEP 13) \ T' / 1• • \4 � wn. 1/4'P-2003/4.5.5. N'^• Is 12 OR`47 1 EU EO MACHINE SCREWS 1/2' ___ (-E' CO • y /• I IV VF r L__ - 0 12 1/4•-20 NUTS �e •Y i 1/2• ��_:4 O 12'O.C. • / ..... D• 1 2 L III )'. ill .25d Mo.. E.0.• ��_'___ TII� VI ® {I E.D.• ' '250•MOH. ��___- IIJ 11lii i N `�I• I E.D! -I1il , 1 1111 • E! t 1 t. L• f IIn�11NN I OPTIONAL Ili1 1''-OPTIONAL il-01 RH 50419.1701 RI aAa Vi'µ 41N.SFPA ANON 10 CLASS 1-'ISCHEME D/aCE DIET �� 1 OR ®• ♦ • • EMSTING_, (SEE SCI-EDUCE ON SHEET 11) . 1 EXISTING 9 ce.113 IEF 1 C f NIH.SEPARAION TO G1AS5 I- G1AS5� r-(SEE SCHEDULE ON SHEET 11) _._ �— -- _ EXISTING p)}IV WALL HEADER INSTALLATION •k . . L HEADER INSTALLATION H: A :.QEL. , _ _i * + •. -_.—^- I - _ NN.SEPARATION TO OUSS GSTING LASS--+ ��- ♦ EkISTWC (SEE SCHEDULE ON SHEET 11)'•--' .i --01 OATS PAR r DR 1 MN.SCPAM1i0N TO GIl55 1 T GIASSJ '� ��Im aali MEET (SEE SCHEDULC ON SHEEP I1) ' �B,Mrs si me TL W G 1 FASTING f OPTIONAL t q�S.. 1 ED.. 1 nu ,f----,tlH qH • 1 i ,H1 NN u� E.D.• L NH f OPTIONAL .tJ4I/4 J L_+ .- 13 oa 1S E.O• 1 1 1 I E. D.•^ 1 1 1 CIA. '''—(i) . � �Il T D• Lr T � LEO I'EO- I •. _1/2. - 13 opt 15 1-^ • IN ' 1 4.0-20.3/4'S.S. \ �Lfin. -. C :( 12 0R 1.; E f \ • 1/4",•.20.3/4"S.S.PHILLIPS �: �+ PGiLUPS TRUSS HEAD __ • \\\ EQ---EO= CONCRETE ANCHORS ._TRUSS HEAD MACHINE SCREWS L_ I MACHINE SCREWS USNG --�• L CONCRETE ANCHORS 1 1/ 18 1'_ 1/4'-20 NUTS O +2'O.0 (SEE SCNEOtRE ON W/ 1/4'-20 HUTS 0 12.O.C. MIA POURED CONCRETE•--• SHEET 13) • (SEE SCHEDULE ON SHEET 13) 1) OR CONCRETE BLOCK P.-UPtU CONCRETE_ REQUIRED , • •. CONCRETE BLOCK —'---"-' "" OR ANCHORS _ FQ}iV WALL SILL INSTALLATION DUAL' RCW�REO it, 1 .�� _ I1 POURED CONCRETE—/ SHEET SCHEDULE ON •_. - OR CONCRETE BLOCK • • WALL REDUCED U HV WALL SILL INSTALLATION. • BOTS FOR SHEET FOR OF SECTION'S: INSTALLATION DETAILS' W/ , 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D.•• EDGE DISTANCE ♦ SEE • UTA,�l�TAT 0115 OF USC FOR • I...�`, ASSEMBLY (SEE • SPECIH TKONS ON SHEET 13) MAZE(1A�ON SHEET 19 \ I T Y BLADE IN MOUNTING SECTIONS CAN BE COMBINED 0A ANY WAY TO SUR ANY INSTALLATION. FFTAUI////4$4,....,......i FLORIDA BUILDING CODE Non high Velocity Hurricane Zone; 0111,0IL.. i •••••/',. �• 02017 EASTERN META.SUPPLY,INC. ��+�P \GENS' .,4�� 02017 nLTEco.INC. •�''• BERTHA HVTM OSSA • F.4 Accordion Shutter System T► ' — I I L I E C O uric. ` ■ ■ ■ ■ Itv arae o1 yiidi ca w/o u wRr S arae �Q1American Shutter Systems CV.H• OESCRIPMx IUu DW1171 6N': Lc. •p_�.•'• ' R� i TICCIT TESTING ScENGINEERING COMPANY TP ••�, 1� Aeeoolatlon, Ino. 1 OLD IsPIXN m/27/17 w14. 07/27/17 i` ••.1.OR10P lA 6535 14tH.)6tH.51.5b.383•%WEA 1(353),FLORA 3316E 4266 Westroods Drive T Phone:(305)671-15307Fo.:(305)571-1:37 DRAWING No _�S ONAI • E �'� 141 • •-mol'pH4co0ow.ecm West Palm Beach, FL 33407 3 • . S'/ N r' EB-0000719 4 17-107 ��� •• WALTER A.111.0 Jr.R.C. "'AAuaA.,. FLORO.Lk.144167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 • • • RED _CONCRETE ANCHORS • mg :- I f— ,I OR I{l0 r - 1 /11 O . as.UPAMOA * O ^ CONCRETE ETE ¶ (SEE SCHEDULE ON SHEET 13) W .'(RE v v STING i•-�To pl`/E' )+ RECUSED TOR 9Aq ONO yr•UPON y 5•!U' EDGE O� , CH SECT 1D IO WAN • E O,•— APPLICJ�BE ExlsTwG 80'008 13I ` Magi SER U /`•� ` GIPS •. . - I .I`. �- 1- ALTERNATE �. Ex6T:NGi , wii(O OCATCR T H. Ij OTASS • I ' R ® LOCATICH(,. I 1 --- J • al Ilk pII I f • � ' � '� I Z IN 7� �III) �f0a]/4'HEX WASHER j /- 1 T1R -.,,:.:L,,3/a•moL TEK SCREWS O 12'0'. T e 1 EDGE OF • IHAIIIITIr"1I !/a u. //--CONCRETE ANCHORS �l •:. APPUCABL[ �` . `7 (SEE SCHEDULESHEET 13) F.• EO ,If7i i t1 ) .� -r ECCE 1 JO ( Ili - SIAD IF EXISTING S(�j,Eg�� 1 i i 1/2' 1 EOCC OF APPLICABLE ,_'- •�-0. --'-'-_ riY[H1.0+ • APPLICABLE E.O. E.Q. AP sue V F -- POUREO SciT_ POURED • FIAT HEAD CONCRETE ALE!TORS 'aE 01 SW POURED CONCRETE . D' REQUIRED (SEE SCHEDULE ON SHEET 14) '-t 11 rat Bl/C(NO ^, f --- --- - REQUIRED FLA1 HEAD CONCRETE ANCHORS • a 9¢7 19 LCR 11)OR q_ CONCRETE - E 0• (SEE SCHEDULE ON SHEET (4) : (LOU+0 , REQUIRED E.D.• it TRENCH INSTALLATION r— U)HV WALK—OVER INSTALLATION DESIGN PRESSURE RAD ONLY FOR UP CING &FOR S SPANS M.D.PSF ER IQI HV FLOOR IN . •LLATION t SCHEDULE /), SHEET 11 © HV CEILING INSTALLATION • MOM six TIP1M1gH k CONCRETE ANCHORS AS-I 0 MR msUARAn' , 0 1‘,s (SEE SCHEDULE IS) 1/4"0 ON� 1/4'0 mom L.PCONII D i -faun iI�F-- H_pal, ) ' EXISTING �___.. _. -�•r— TCOYlOWG7 OR(/4'0 MAXI 1/4' EXISTING__,: ti EXIGUISS -J v4a'�•A1111 W WAIS GLASS-- 1 rASfOSAS TAPPTA•ulotals W/ MAX, GLASS (Sa s0.n s v.5411 IO ' O sd D HoTOl 1P 13/•'KR.OBIDLQrt 0 0' , 0 (ST 504At[W t•T OC FOR UP TO 6'-0'SPAN 7FD 4'0.G IDR SPAS WW1 11YN rail-- 1119 / s'-0'U'10 8'-0'...r APPLY�, NH ; T 4• , SCIWO AT L\SrA510EA , xI I _ • 1 NA%. --J3' ) . ' 1111 -' J 10,3 4'HEX' • ( as il(roa Iwunaa D 3 8 .(III -tint+.I © 0- . _Ipps�11 _HH / / E.0. , t --I• 8 'd � Di 1 ! _�- I • I ILII ex. �� WASHER HEAD • I• _= I.l 1 TEK SCREWS r / oOM.SMART I 1 3/9',/ '_, I //�O 12'O.C. i •v I 114x3/4' HEX HEAD_ / I __ r'-.,„i I ....:2,----. •1 IS/B• �_ IF,. 1/4'r-]Oall4'SS us TEK SCREWS O 9'O.C. - '-ii I !�''� "� - 1Na!/1'5.05 •I I! 110 T-_-- D`I1/4' .USHG 1/es-20 IMS, • OR 1/4'0-20 S.S.N.S. CONCRETE ANCHORS b 'I '�J'O ! ' O 9'0.C. I I• i 41x.. I•• • I= O I7'O.c. W NUT O 9'O.C. (SEE SCHEDULE ON i:�1/U_:= '1/2 I L:J�., i / . ,\ Ex61HG RON STRUCTURAL ) SHEET 14) • ` - '— ' �' rrt.16 1/2”': • 1'- \ 17 a 16 •'• 2.00'MIN. •WI.mu/(C[EORAIM \ SEl ''I 1 I•• 5 DGE OF /• •,�- '` \ �,�1U,3/4'f.lt. SD.S. MIN... -PouRTo COLxROE .-� �I 7/9---�-1 7/B' , APPLICABLE-' -1 1-CONCRETE ANCHORS `\'-SEE NOTE 13(8) - `: .. O 9'O.C. r - ii[OUYRED SEE NOTE 13(0 •. 1 I --E.D.--- POURED CONCRETC (SEE SCHEDULE ON ON SHEET 1 \ •' Pl%IRED CONCRETE--- ON SHER 1 / -- -E.D. OR CONCRETE BLOCK SHEET TO) OR CONCRETE BLOCKs- = .._._.-._y-..- - ---- ---- r---•— REQUIRED REQUIRED ®KEYSTONE MOUNTING INSTA LATIOH OPTIONAL--) POURED, ® }IV WALL FLOOR INSTALWTION 4pnuUu ASD.O(SON PRESSOR:♦R4,-7t wl CONCRETE NV WALL WALK-OVER INSTALLATION umauw slunTR SPAN e•-0• REOVIRED HV RAINGUAR0 NSTALLATION t N: n 11N ION GF CTIONS, • t REMOVABLE WHEN PERFORMMS INSTALLATION SHALL ED NOTE E.D.= ECCE DISTANCE AD.LLCENT 10 AN-OPERABLE Exlf • SEE UMAATIONS OF USE FOR • 1- SETT SHEET 1 FOR TYPICAL SHUTTER (SEE SPECIFICARONS CLI SHEET 13) OR ENTRANCE • BIADE�•OH SHLET 19 INSTALLATION DETAILS W/ (1) HV BLADE ASSEMBLY r/I W. IN MO WAY TO SUM ANY INSTANTING SECTIONS CAN LLATION.ION.COMBINED �1Ej�1.1`q�P Tf(��o FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, — S.0' ' ••\CEN /' • ID 2017 EASTERN URAL SUPPLY. INC. Ot017 11L1EC0,INC. ,s SF''. • BERTHA NV7N *;f o. _ , � ; p S S p Accordion Shutter System �—�— I 1 L I E C O E N C. ■ ■ ■ ■ N.V. S ADE Q1 W/CR W/0 H.V.WINNOW RADE 1•'•. „/rye/Eye TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Rw.N. IxSwIIT01 DALE IXUWN BY: LC. O ti• ^( - "E, 'E4Q 444 alSs Ian.x41.y.sw:as.WOK,CAROMS,nGR.w lna� A890CIOt(Onl Inc. 1 OLD 15-065 07/))/17 DARE: 07/27/17 • QAI9•-.•'4 EL Pyo.;(305)871-1570.Fox:(305)871-1531 4268 Westroads Drive. 2 DRAWING No �sToNa�E0,111' �\a,,IL •- w: GEKIE7oo'.4o,o West Palm Beach, FL 33407 3 EB-DDa5T19 1 7-107 .. WALTER A SUIT h.P.C. AA"•' !LOROA Oe.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE _ _ 5 7 OF 20 • , • I. • • • t i I :. •,, II t 0 : 2 L • 2i 1 .: , *SEE NOTES cie=MO ROOS e..w tocxstig.0 OUTg.. ..& I IN I sf : 7-EXISHNG cuss INSTALLATIONS W/ 0 HV ..ANO ALTERNATE HY LOCH 0 ON SHEET 5. MADE MACK OETAI.HVF IS VAUD FOR ALL . • BLADE .W/ f-tV, CENTERMATES . CENTER/DOES APPLICATION WITH stAtic(D OR 0SEE END W.LL CONNECTION. ---EXiSTING GUSS 1 • . DETAILS ON SHEETS to & 111-I • O.Om°.0.0.0.. . . . i . 0'0•0'0'0'0' -7 1 ,,1 4. 0 2A2'30/8••0.-2 0.0°0'0°0.0 1 I 3 1/4' r 6 1/2• r (6063-16 ALLOY)ALEN. i • 1 OPPOSING . ; — ANGLE W/(2)1/4••GAON 1 1/2' tilt412)•63i SYMMETRYCAL ANCHORS TO CONCRETE ' 1 CE ERM:T.,S ,,* (ropioorrom)at -I 110,3/4"SALS.0 12. I ; i CENTERMAIS M .SEPARATION (4)1104,2*SAES.TO DIATE, . /- 0.C.FULL LEMKE. ' I W,/ HV LOCK PT or Q.9 • W/ NV LOCK 0 or 01` TO GLASS AT EACH ANGLE.(UP)i / ; e 1.. 1 (i 1)2Le i i WI 0 (SF.E SCHEDULE • ON SHEET II) :z. i . N 1 0 44 WC` I I 1 -....,0-• i,-) _. Millilli. : I i ., ...., I --- -------- ,tp,..•, - • = -- -_L- - ......--- Mr&------ „2 .:,:gaii., I. P‘-'...."1-• ilrallillrard110)1:0 Wr a1 ...-0 ' 93 I • •i—i... —0--, , go• <4 " ' /2 ......... , 2.....,_ 1 ' 6 Afar.3!..107AI%614: in 'pp .., 0,........m., . •, - ...c.1111111.11•11.... le.7 -111 0 Immir, _ :16...../...- , .. "IIIIMININIIMISOMMINI...111111111NIP. • ".14 . , -,.!0,:i. I 11 lir W , NP*71.44 Op164.0,00,00.0car -40 --.0' (i) riVi OUT @ .042-j HVB HVC :-RPOUE017E000NCRET_E_OR. O.(i3o•0.(Doa134.13 oil HVA 0 0.0-0-0.0- 0.0'.0-0.0.04-1 , -, o•(a..o•00403.0,OR r EXISTING CLASS • CONCRETE BLOCK WALL N.- IN 0 0 .....o.o..070:6._,,,....r. _.. _t__ .1___ -----I-• --r. --; rX1S11 NG rf3‘ .0°n O.0.0.O°..IN '', ,.', I SYMMETRICAL -rcy Az is N.SEPARATION f;...‘ I I 0'Om 0'OK).v.,;,,,..0 \JXISIITTO CENTERMATES* 0.v c.o.,0.0.0. TO CLASS %An ..ri: 1 LO (SEE SCHEDULE • -I \ -©.0 ::, a, W,/ NV LOCK 0 , OPTIONAL on slim it) • * (INTERIOR) (:).OD'4).OK:O.0 . ' • MIN. SEPARATION\ 0 '4 07\.. • TO CLASS ' \ I ' o0 63.63 (SEE SCHEDULE ‘ I IN 1 OPTION/4. \ /ON SHEET I 1)_ N - (INTERIOR) ' ./ ,--.-.—., ../4. — ail 0 .. .440k_________ , "-CONCREI E , L I OUT 1 ,ik, __...—,_—_ .,,,,,,.., w_........ .4...zioi - --—-—- •*ii,1—------ *----- ...> ____..T.„_______ / . i . ,. . _ • de,‘,.., . , ,, . ANCHORS 0 . <, _ 0 • ... VARIES •601110•• .i re , . •14,14adammumannuni -.11. Le•• c.I"* 0..I.or . . • :- • - I —:„--- - 4. 0 OUT] . _ 6_1/2"MAX.SLACH____ _ • W I OUT I CY 1:)-*-- (EXTERIOR' HV • HVF** HVD i.„ ,,,,,, RONDA BUILDING CODE(Non High Velocity Hurricane Zone: itt ksVA A.Net..., _ 0‘‘*`..',,,i;iiii.,,,,, 14 . 010I7 HLTECO.INC. • it 2017 EASTERN META,SUPPLY,INC. • / \.N t94D\15, 14 BERTHA VIM .• *..:... .. 1 : ' / IILIEC 0 inc. \ A•SpiSmA. Accordion Shutter Systern fit/. BLADE#1 W/CR W/O H.V.WIN=BLADE . Amertoan Shutter Systems TESTING & ENGINEERING COMPANY REV.Ho DISCRIPTIOt OATC MAWR BO EC. I `,,,:,.,,,•0,;•., I,..0 49 ens em.1441,SL,Ile.305,MORA WRENS NOMA 33its Association, Inc. t OLD 1S-085 '07/27/17 OM 02/22/12 c. '.......... attana•(303)8T,-4530.Fox'I(30.5)10 I-MI li-..00:MtecoCkal.com 4268 Westroads Drive West Palm Beach, FL 33407 2 s . DRAWING No .- '." viONAL t*.i''' LvALTLER-00067n 17-107 R A.SLUT.Jr.P.E. 4 ....."....... ....... FLORIDA L.IP 4410 S SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF.20 . - • . . . • . • . * . . , • POURED CONCRETE _ POURED CONCRETE _._POURED CONCRETE POURED CONCRETE OR -•-_- ---• --- OR CONCRETE - ---.- — R CONCRETE _____ __-,__� OR CONCRETE __._—_._____ .—.____ CONCRETE BLOCK WALL . / BLOCK WALL REQUIRED j .8 • K WALL REQUIRED i BLOCK WALL REWIRED REQUIRED - EXISTING GLASS]j -E ,11NG GUESS / • CONCRETE ANCHOR-, -.EXISTING GLASS 1 7 -J__ '. 2'MIN. EXISTING GLASS e tB'O.C. t...__•2' . --r_ [ LAA SEPARATION r --1' 1•–. -S NIH. 1 TO GLASS(S7;E' 1A17.SFPARAnON SCHEDULE ON A1 4 • EQ IEQ TO GLASS(SEE 11 FOR BLADE U 10(E/S5(•.. . I IAN. ASS(OE SOE➢IAE , I 10 OLT.%(SEE • SCI6DIAE ON SLEET 1/16•.3'MAX. ON 9EE7 19 OR • 11 FOR axed) • I SCHEME ON ESEET I I1 FOR BLADE mA`O (6063-T6)CONT.�� �'�� W SEES 19 •' t/2• �r�.: 11 FOR EEADEmR! [TI.'" CN COI SIEET 19 FOR (LOCATE AT SHEET 19 FCR ALUM. CLOSER 1/2.• 2• / •- •BLADES m 8:ID ®� - BLADES©8 0) PLATE. (LOCATE / 1--`� 1 1 BLADES(D•�L,' 1 .. 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END CONNECTION DETAIL ® 0-043,013.09.0-(117/10._,7 '._., •_• •„ •► • _ ® ..0.0 FLORIDA BUILDING CODESNon High Velocity Hurricane Zone', 1+�t)\. .........it 4/J•q • m 2017 EASTERN METAL SUPPLY, INC. 02017 nUECO.INC. • '1'- '\C ENSF• ,i9s BERTHA HVIM ASIA * / 1 L E C O N E:.` Accordion Shutter System Kv. MADE SII w/at w/o Hv.'>wroow 8t/ICE 1 •Q'. ,w�1 i - American Shutter Systems •Lv.Ho Oc6cmPlwl OAT( oRAml En: LC. ^'p'•. (Jl/ : TICCIT TESTING & ENGINEERING COMPANY L?r• F /•44, 0 6355 KW,760.SL,STK los,vwc1FA 11431900,NOMA 35161 Association, Inc. I o:D 1s-oes b1/27/►7 OATS oT/27/+7 ��RIDa 4r 5+ Phone:(202)971.1530.Fog:-(305)871-i531 4266 Westroods Drive 7 DRAWING No •'. \a 11+ 6-In I:Y71,caeoC.cem West Polm Bcoch, FL 33407 5 :SS/ONAI.ENG CD-0096719 1 7-1 07 I• NALIEA A MUT Jr.KL A •• •iniA'1'' 'LORCA Lk.11 44167 6 10 • SHEET OF 20 P.E. SEAL/SIGNATJRE/DATE • ..- d 1 . . hi "'•.• ra, 0 •• V) VI X 2 5 ick 20 - w K es ti ,s . 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I ��. -.— - L . .. ._.. . 3rd Ott -'011+p+µ9 3B115SIBd/397530'0•SY 1051'I 111/ .,..: ,etl'.' 1' 'II.' ,,,, ., CO 4) .0 � -J3 O NI aNIXINA "c • HS NOKINOM/30378 AN L_ .4.@—y O V106313 NOS 3Sn .10 TS00100003 wry SNOW I Nn-0113N3�. ®"'l�`°�'°0° f1/! Coa'stai Shutters And Stuff (772) 335-9198 Port St. Lucie (772) 461-2116 Fort Pierce License # SCC131151508 azidi Nerifroelio) I / dfriviev CUSTOMER'S NAME PRODUCT LAYOUT SHEET - • .„1 69 DIA' ?i) 6-1 fa) 410 g "eon tied-eyr ct.t.0 y eff: se'‘ 1>r (2) r rid,/01 V . V 8 111111 . I ACKNOWLEDGE AND UNDERSTAND THE ABOVE During installation we must have access in and out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTO I ER'S SIGNATURE ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2""112" OR >= 10 DEGREES PROJECT NAME: /14 eol y r NOA or FL# r/31,# ADDRESS S M o') NOA or FL# CITY/STATE A!" (J L.' ..e-t t lc / NOA or FL# CLADDING TYPE: ..J'/.. c ovee y/ NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Volt) 160 NOMINAL DESIGN WIND SPEED(Vasd) 124 ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 25 EFFECTIVE WIND �R��� WIND DIRECTIONALITY FACTOR 0.85 Vult I Vasd Vult I Vasd Vult I Vasd ENCLOSED BUILDING GCpi=±0.18 <10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 43.7 26.2 41.8 25.1 39.2 23.5 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -30.0 -47.9 -28.7 -45.2 -27.1 NEGATIVE PRESSURE (END ZONE 5) -61.7 (-357.5 -34.5 -52.0 -31.2 PARTIALLY ENCLOSED BUILDING GCpi=-+0.55 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 57.4 34.5 55.5 33.3 52.9 31.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -38.6 -62.3 -37.4 -59.6 -35.8 NEGATIVE PRESSURE (END ZONE 5) -76.1 -45.7 -72.0 -43.2 -66.5 -39.9 I LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 1/17/2018 Florida Building Code Online Page 1 of 3 , —,---- A ...t'''',7 It-try9F6PPOOf;'': ,::1 .-. '-:::. '.! ;I:, . 1...;::).-4i''.A:1,1-;,,.:-;v4 qtaozz,:i: ,,,,...4, '.,71. '.".:1_,•d(.' , P ofe's'sititiaTteatifaildiff' , ,44.,,,...„ , „r5.... . -,Lt...4.8..-...:.',..... .32 ...,. . .. _. 4:,..Atert,,,,,„:±r,, ,!.:,-,•"^.,y, ,-, ,,-,,:vv....0°. ,, I'',-.±-4, - -°,..':m- ,..=:. ' 1--Psr.:41_... .! rker'qn5iiczger:7157.'.0.05iii'vaTfillfc&r.,-I XIiS Home i Log In I User Registration : Hot Topics Submit Surcharge Stats&Facts , Publications : PBC Staff BCIS Site Map ; Links Search d ; Flolidr —_ ,,.. „, Product Approval i., , USER:Public User product Approval Menu>product or APplication Searcg>Ao&icatlon List>Application Detail FL# - FL389-R9 ,.', ,,,(:.:," • - .1: ,t.ovis 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@easternmetaLcom 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 `Lour_ 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?pararn=wGEVX0wtDavYYHH2vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for 1-1V3 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.ASD 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. DRAWING 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 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bade neat Contact us:: •1 •- • -:••• - -•• •- -•Phone:850-487-1824 The State of Florida is an ANEEO employer. •• ..• •• - • . - • ::privacy Statement::4 -s ibilitv Statem-g1::R-and Starem-nt Under Florida law,email addresses are public records.If you do not want your a-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 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 tem. Product Approval Accepts: https://www.floridabuilding.org/pdpr app dtl.aspx?pararn=wGEVXQwtDqvYYI-IH2vJvx5... 1/8/2018