Loading...
HomeMy WebLinkAboutProduct Approval GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUT Tut SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(FED.)HAS BEEN VERIFIED FOR COMPWWCE IN ACCORDANCE WITH THE 2017 (6IN EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER.WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR K9.0.85,USING ASCE 7-10.AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER.TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE'7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1: HV BLADES CD & a BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND.ANCHORS ON THIS P•E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS L{QI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N•V.ACCORDION SHUTTER S151LM'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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY, 38-44 SHEET 4 TYPICAL TBLADE BL WINDOW DETAIL -HV BLADE 0 #0214.01-03, #0715,01-03, /1004.01-05,.#1214.01-05, #0317.02-06.#0606.01-10 AND.#0210.01-1I AS PFR TAS-201,LLS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE"C11)AND HV WINDOW_BLADE A MID E-1096 STANDARDS(MISSILE LEVEL D,WIND ZONES I. 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HU WINDOW BLADE 8 10505.01-08 AS PER ASTM E-1886 AND E-1996-(LAISSILE LEVEL 0,WIND ZONES 1, 2,1)BASIC PROTECTION ONLY ANDA 0725.01-88 AS PER LAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 S. HV BLADE 0 AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT.BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2,75'AND#.14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 611 YIELD STRENGTH AND ABO ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA 11V DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS 11V SHEET 9 COATING APPLICATORS,REGSTERED.WITH AMERICAN'SHUTTER STDILMS ASSOCIATION, PINS MUST BEAR THE HVMARKING 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 ALIS 30,0'ksi AND 35.7.ksi FOR END'CONNECTION (DETAILS 1-6, CONCRETE/BLOCK SHEET 10 LOY 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11' ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER.DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi'MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4• ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AS1 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:IN BLADE IO: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE Q&© WORKING IN UNISON: 12, 13 5 15 INSTALLATION DETAILS S-%,WOOD SHEET.17 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT #6'779,5132.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART RI-U.S.PATENT #5'458,179 ISSUED 10 EASTERN END CONNECTION DETAILS 7-I2 &X. WOOD SHEET 16 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.CONIRACTCR TO SFAL/CAULK AREA 3: HV WINDOW BLADE IIAV ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT VAND/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 NV AND HD CENTERMATES AND ENGAGE OR LOCK ALLAN AND HD LOCKS, AREA 4: HV WINDOW BLADE()ONLY 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 BUILDINO CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.IABEUNG 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 BUILDING.AND ZONING REGULATIONS PROVIDED RI"THE JURISDICTION WHERE. PERMIT IS APPLIED TO. 13. (a)THIS RE.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 SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PRCWIDE)HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDRIONS DETAILED ON.THIS DOCUMENT.CONSTRUCTION SAFETY AT STE 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. (e)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.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL"P.ED_SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER'OF RECORD"THAT PREPARED IT. F6AAAAA'A""'r..� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 111I— 1�`�A.II /r,�L '02017 TILTECO,INC. ®2017'EASTERN METAL SUPPLY. INC, ``1,YV*� "�CEPiS4r :9, BERTHA HVTM A S S A Accordion Shutter System L E C O ee e. \ ■ ■ RV. BLADE#1 W/OR W/O H.V. M11+DLWV EWE I[ ( *`• American Shutter Systems pry,Re 'DESCBRTOH GATE DRAWN BY: LC. 6 Ul� TILLTT TESTING & ENGINEERING COMPANY y ... "'TA III ttt ur /�,0 1355 PAW.36Th SI. Die]09,NRGDNO SiADD!S.ROPE✓,33166 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 r4, ^if Pile.:,(305)en I530.Fos:(TGS)R?I-1531 4268 Westroods Drive 2 -��( 1pRID�`•�',y AYE R mol:DIemO O,com West Palm ,Beach, FL.33407 3 -DRAWING No "s 1 \'��p'‘`,4. 0Es-o0osz19 ��"ONA� 1j111 WALTER.A fluff Jr,P.E. 4 SHEET' O� P.E.SFAt,SIF3NATURE/DATE ��A Ac. 44167 - • 3 B 1 OF 20 I p r,„3:0 roR wA40R e e 8 . VARIES 1.4.1' .v `8 o Mem r 1 4.371' I 6385• _ J 'L •I 6 .: 7• 4_9992 $ �,� r1 .375•/ N r L)HV SOLID BLADE ®HV UNIVERSAL FLOATER 4 n". 0 HV 90 •/180' STARTER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ NV BLADE® 1 IHV DIRECT MOUNT Hv BLADE(D 0 HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER `SEE LIMITATIONS OF USE OF BLADE 9 ON SHEET 19 BLADE 6063-16 ALLOY AND TEMPER 3.,,.' 1.50.' 6063-T6 ALLOY AND TEMPER .12 r W I • �'eJr .'70' d� 2.670' 1 3.556'. - w M1. _•. ii PI 6702226' ' III .'-' 1 ,,),,z. I.", I .2 RI . ll II 7 1 . • I._....__. 4 A 6' L125- D.o7z I 10.• z HV ADJ. ADAPTER W/LIP � --I920 1'75' •:a_, QUALIFIED FOR USE WI HV to i HV WALK-OVER TRACK �__ BLADE 10 OVAUFIED FOR USE- V7/ HV T9 ,HV TRENCH TRACK -1 -ass.. ()Hy ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE�1 QUALIFIED FOR USE' VI/ HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY.ANO TEMPER BLADE QT ONLY. (11) HV RAINGUARD BLADE 06063-TO-ALLOY AND TEMPER QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER D VARIES ml .936' BLADE(1) '11• 1.9 NMM' VAMPS 1.936' 6063-76 ALLOY AND TEMPER • 1.917' �U083_ o I 11 IP ,azi P6 x.083• 083' mc- 5 c .C93 .093• a .n m� 1 '^I -L_ 3. o n rI ,125 . L J - .060' 2 rAl 670 �I Q9J•0J .060• \i �L_.._._ cTi92-! � �' ,.cyl .:1:686' �.. 3529' I .P �. r-3.520•. J cl • _•' .670, e.', •11 HV CEILING HEADER 1 HV HEADER/SILL �) HD CEILING HEADER/SILL I -3.529'f QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE rOONLY QUALIFIED FOR USE W/ HV BLADE tO HD WALL HEADER/SILL 6063-T6 ALIO AND TEMPER SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A 8 TI 12 X Y I l '' MY X MN YMN.t ' y 2• 2' 10.125' 1' I. 0.082• _.-..., p 2' S'MAXI 1/8' 1 1/8' L _^ 3• 3' 0.090' I� 2' 5'MAX.1 0.192' •0.192' 1111111111 i@ SIDE ANGLES - _____ CORNER POST ALUMINUM ANGLES 9 2.5' 7'IEAX.10.190• 0,1.90' QUALIFIED FOP. USE W/ HV UALInED FOR USE W/ HV BLADE® QUALIFIED FDR USE W/ HV -��-`` I T BADE®1 _ 6.063-T6 ALLOY.AND.TEMPER 6063-BTA DAELO AND'ONLY. TEMPER r7 2' 5'MAX.i 0.139' 10.131' 6063-T6 ALLOY AND TEMPER. _ 00/Fu.4,.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) illlll�`'`` A. 1Zf,��- ®2017 EASTERN METAL SUPPLY, INC. '�G 02017 TILTECO,INC, A �; ' KENS = BERTHA HV IiLIE:C 0 IN A■S■S■A■ Accordion Shutter System * ,, FLv. el;anE{jT %VCR w/o FIV. MOM BLADE /,� * ) TILLR TESTING k ENGINEERING COMPANY American Shutter Syslems RLy_,No DESCRIPTION DATE DRAM BT: LC. I 11•• 1ATE.oF 6055 kw.]605•SL,Ste.305.NRmA cMotNs,ri0uiy 33166 Association, Inc. , OLD I$-Das 07/27/17 DATE: 07/27/17 0 ti. 4268 Westroads Drive 2 1 F A Phone:(305)871-1530.Faz:.(305)871-1531 DRAWING No �'f.•. (aRIpP ill, e- w:CIT006719 eom West Palm Beach, FL 33407 3 137 •••.... ..................... .: \ , CB-DD06T1. 17-107 s/A 1_145.... .�(i.V" WALTER A.TRUT Jr.P.E. _.4 _ L 11/ FLORIDA Lip.)r 44167 S_ SHEET P.E� DrTE DATE 6 2 OF 20 4.560` 4.578•_,^ I 74." 2.93' 1/4^-2011 • 1/.•-20 BE CAST 7- ©.3 4' RAT tG0 TNREN'ED HOUSING MANE.. v....2,3_, 1 2;383- .745' 10 II 0.5240. µ WOES 950100 TRMI EADEU qE GST dJO, ' I o .srl ^1�-l �o-pO. ! f * mI ryb (2 TOT)16 �j �.' 4 m} -8Ni£0 PANTED /� f 'T `• 1 �- 4k,NI. 1 i D ry � mIl 1_ I oCA 1 f n I E N �/�� //�� GRE99 TUR \\ )_ 4 w1 • 1 $ _ 1.875" n 0 1 .N. / O, ! 1.325• �I m 'Y \• 4 i .318' �i. / tt yl../ IOW BRASS CYUNOER 40.••>` ! o D' �.• 1 � »' II-� G KES CYLINDER (CHROME PLATED) 21 J-W CENTERMATE ss �' L. F7 ,7 r 1 , 11111111_ �t PLATED) QUALIFIED FOR USE W/ HV BLADE C)& 1g ONLY L HV FLOATING CENTS MA E y�O�,/ ' Yo• ) 13'S' I HV LOCK HV EGRESS LOCK • 6063-T6 ALLOY AND TEMPER QUAL IED FOR USE W/ NV BLADE 1A ONLY '"p.• • '••J .875x1 QUALIFIED BLADE 1)0& S ONLY,NV QUALIFIED.TFOR USE W/ NV 6063-T6 ALLOY AND TEMPER (4 HV CORNER CENTERMkT� C O& 3 ONLY. 0 AAL1FIED FOR USE Wj NV BLADE ONLY 250'0.0, 2874- 6063-T6 ALLOY AND TEMPERlig '516• _S1B' PLASTID'DEAD L- _1.75.' 922 2 . MOLDED TO 4 045" NI 4kil ` 1 I ; Q79" 1. 3• „L".'_'„ .71_ _ , S,' 1 .r iy -:360'AFTER RIVETING 1• 1....• i ', a4, "L'6. M1 ',.1 �1 / n -25••¢ " BEFORE RIVETING �. h 1/4 g-20 x 3/4'I S•S, THUMBSCREW 1/4"0-20 RIVNUT* -,.�.��1 N3;L_ o - Lql - m _• *SERIES 9444.N.UTALYUM(2024-T3 ALLOY)LARGE FLANGE THIN I 2SO_,,,__._I _ I 2.756".,�-„I i 111M �.. i.e22'i SHEET NUT5£RT.PART;I 0820.AS MANUFACTURED BY 09501. PLAN FRONT ELEVATION 20 HV MALE "T" LOCK CENTERMATE I 4.508' CHERRY ItOTORN,00600PENY.NEW JERSEY 07054 OR 6aDAl 27 LOCKER FOR ry"T" LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADE ONLY 209. HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE 1V/ NV QUALIFIED FOR USE W/ NV BONLY QUALIFIED FOR USE W/ NV BLADE(1�ONLY VFW BLADE 1 ONLY, BLADE 1Q ONLY. 6063-T6 ALLOY AND 6063-T6 ALLOY AND TEMPE TEMPER I•R1l1.9 - . 3.161 - • ■ 1 -��l I 1! 11 't "' `'1}IUMBTURN e .053" a:._ 43 03R S17�I CCYLINDER COR YLINDER �f .214. 1 .063 062" '1 II 11'5 ,Ill .-,6 11 .214" ') _ ..- --.1.7.4i '1 ' N .545• c11 n 0.875-Min. a 40 mi,:,1 ta o I 11 g 1 .125'Max. HD CENTERMATE W/ NO LOCKING R 0 �7 HD CENTERMATE W/ LOCKING ROD �r o o QUALIFIED FOR USE W/ NV BLADE(,1)& (A) QUALIFIED FOR USE W/ NV BLADE.1( & 1A) 1. _ 6063-T6 ALLOY AND TEMPER JVD CENTERMATE'S INSERT .BDa• .�. _ 6063-T6 ALLOY AND TEMPER I $ •� $ •" VAa1Es i2"MIND QUALIFIED FOR USE W/ NV BLADE(.1 &'- __--437----i ii ; 9-20 S6.OR 3/8'0-16 1.130' 6063-T6 ALLOY AND TEMPER I TIUMBTURN (500 0 TttUu85CRElYS. ±I/2' I a '__J-THCYLINDER • (SLE OLTNtS) ("u 11 0 _ OR KEN' "'I {{ i4 7:57 Min CYLINDER m� 1 - " .1.79"Max. 0 LOCKING ROD 1.1 /oro HD LOCK L-.S75•P QUALIFIED FOR.USE Wj HV BLADE e ,8"0-16 ACETAL (. HV- 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. -�y 6063-TN WILLL .AND TEMPER ERIES S.S, THUMBSCREWS QUALIFIED FOR USE W Hy BLADE 1 & A Q�a/INSTALLATION REQUIRE A 7j1�s" HOLE � THUMBSCREWS j � - . D' ILLED AT TRACKS FOR'PROPER EMBEDMENT QUALIFIED FOR NV BLADE T QUALIFIED FOR USE W/ HV BLADE Q ) e,UyAAiY3yl s,�- O FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone) iii00.,' L`3 A. fj/4j-.. 02017 TILTECO.INC. A 02017 EAS ERN METAL.SUPPLY. INC. $ 44, INL.ir _" `'•9 A BERTHA H�-_.•.� ' / I I L I E C 4 INC.C. \ ■ ■ ■ Accordion Shutter System z. 41; ,7 t H.V. &ADE#1 .w/OR W/o H.V. WINDOW EtADE *;d° "�'') American Shutter Systems REV.-ITa 60556 PROD DATE DRAWN BY: LC. Oc •['} 50TI4.0LIT TESTING & ENGINEERING COMPANY Association, Inc. t oLD 15-085 07/27/17 DATE: 07/27/17 'O'• STATE QL 0315 N.W.38N.Sl. }0.4.Y.R4HM.,(205).T-103 31140 - 7,.• "•'�( '. ,'tC�4`C Phone:(305)871-1330.Fc0.cOn, 671-1531 West 4268PalWeBeach,dsFL Drii3v3407 3 e 2 DRAWING No 3. [�11' OR 1... .. L "0 E8-0006719 4 . 0 �V �•""^'• �iL'n��Ltt+ WALTER A TUB Jr.P.E. �`� " pp �" r1 FLORIDA135 @44167 s SHEET P.E.-SE rats RL''/DAZEs. 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (1 HV C), -4 3/8"04 '----1-------k''," --..,-!------'f-4.-1 12"MtI. LEAWNCE P CO) TO eLADS .0625* ,,,-D HV BLADE 1r 1 IIA' .1872 H NV BLADE 1A -l-rt NV WINOOW BLADE ,0625" .0625 .0625" gpirA4 x-x EN-Accs— -00 OP H(N1 1875' Y CO HV LONG RECESSED NYLON BUSHING "-- * KNUCKLE \i .0625 , le . al ,..., (Typ) . 0,062 0 HV SHORT RECESSED NYLON BUSHING 7..75, • . HV NYLON HAT WASHER ®OR 0 ' qi,,,,,2 1 FIAT PORTION — 1_ : DalJ . HV WHEEL CARRIAGE AISI 302-303 SERIES tir I : `,.., F."-- :."-----' 1 x \.... .2.11750- 111 X 0.870"x3/16" THICK NYLON WHEEL. I qj0 ,, --1 r- . '''': ir 1 74 -€4 I 2 7/6"mat Hy WINDOW , 0.188"0 AISI 302 SERIES S.S. RIVETS I , 315.0 CLEAR SEPARATION . ......, 03,0..,. 1 1 ''I BETWEEN , .0525' -11625 AA. ,3.7500- I @ HV 1 3/4" ACCORDION PIN WI #8 HEAD * EXTERIOR a= L— Lb BLADE , oPENINGS A A VP;iffmou-Y-t R 'L.. . 0 .7500' I 4I MV 2 3/4" ACCORDION PIN WI #8 HEAD * 1 ..._..... Ii al) 1 4 71P" b .4 _„, • ___,:17 1 . CLEAR 42) POLYCARBONATE IMPACT RESISTANT NV WINDOW ,„. 111 . , , . KTNEEN TYPICAL HV AMCM BLADE ([ ) AND 7..5 ( 0 3 POLYCARBONATE HV WINDOW DETAIL OR ,,—( or i (SEE NOTE FOR [ 'I REQUIREMENTS) I ®OR 0 I 1 P• AR;.L•11. 19 PA : „I ANT FIV NDOW il f BAYER MAKROLON 3103 POLYCARBONATE 1 1 I * .gy PINAEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR !linmsomommtm-i i 1 I 1 2:MIN.CT. '' RESINS, UV—STABILIZED GRADE OR SABIC CE To BLADE 8017.6 INNOVATIVE PLASTIC LEXAN 103 RESIN HU(.1) viv(IN 1M 1111 .,.ti .... —..-;g,--,- 1 , ®OR 0 I r-- r t ' (SEE NOTE,"F''' ON SHEET 19). (1) FIV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR \._ BOTTOM KNUCKLES OF- HV ACCORDION SYSTEM w/ MV 0 OR f POLYCARBONATE SOURCES FOR(3)3 ill tiv•(3 BLADE. TYPICAL SHUTTER ASSEMBLY , EXTERIOR APputtar TUMULT TIFICAL PRIMARIES STANDARD map Roc MURK - HV PIN(90R )AT Rigtpaxt KM,./sca.ct AASIV (2) EN PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT Ext RIOR ia......3,63 .X...,01,... EXTERIOR BOTTOM KNUCKLES OF' MV ACCORDION SYSTEM W/ MV 0 00,324' •-• BLADE'S KNUCKLE."-ff WORM :1: (SEE NOTE * FOR SPE=GRAVITY 63091 0792 0.343 tb/In' 0.043 2V.W BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. REQUIREMENTS) lirraMar.. T:Trf0150 100200 NEW STRENSTIA ASTI 4638 8.400 715 9.500 R.A.L. . (3) HV PIN (g) OR CI,W/ 1/2" O.D. 1/16" THICK S.S. WASHER I FUXURAL 5110.601 AT 2100 ARTY 4790 12.500 p... 13,403 p 42. . SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. .a>. . I auuRAL Loom* n*I'41; ALSIP,4790 340.000{o 1 345.000 P./ SHEET 0 I 001111190 ODD BEL.1811001ELD0S5001=KS: A359 4258 10 11-0./A1 it IT-40. WHEEL CARRIAGE DETAIL , 60090 001210 1015402843 472 6 64.5 0 692 N.T.S. .iR EMMY LAYOUT ROG'00 008050 4911.1 0635 4-1 cuss G..1 CLASS SELF 051505 Psrm 01929 1040 T 900 7 EV/WM AVM 5155 1194511.0 51200929 AITUI 11E60S0003 ASTM 638 0302 04.1. 1060 033 THV BLADE SOLID & Oil HV WINDOW BLADE DETAILS TETTSRE STRESS BEFORE VARIER= 650 6638 6451 F.41. N.T.S. ,,,,,rrie/A4,...,,,,, . . _ e‘ifigQ,A.11/4. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ; N`4..e.'''''''''ill—a..:*• ":P-=4. 02097 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. .'" \., C \ • z BERTHA HV _ I I ictlit:.. " / I A.S.S.A. Accordion Shutter System -rm -i,,%,, *1 : N.. __* . : ... /. IILIECO INC \ 'ff. .. Mrifir> 4r.'s, TILLIT TESTING & ENGINEERING COMPANY ' . American Shutter Systems li.V. EILA0E.#1 LW/OR-W/0 Ky.WrIDOW BLADE REV.Na DESCRIPTION DATE DRAVV4 61% L.C. ..,0:, ...,4.1 19...„,40 ,,1'. 6355 NAy.3801-St.Si..305,MAMA GARDENS,06.0509 33160 Association, Inc. 't OLD 15-085 67/27/17 DATE: 07/27/17 Rhona:(305)571,1530„F.:(305)571-1531 of.fmao:Ifiteee0ooffuffn 4268 Westroods Drive West Palm Beoch, FL 334,07 3 DRAWING No te-ixonls 17-107 WALTER A.115630 Jr,P.E. rLoraDA 0 P.E. SEAL/SIGNATURE/DATE Un. 44007 5 . E. SHEET OF 20 • _ �(�%°'y,2•,,((�� *NOTES ON HV LOCKS' AND CENTERMATES: 9 G 1-3 0. 0, ©' ©, Q, 4'9 ©' © l ",�„�e,�� 1.MANDATORY CONDITION 11t ONE FIV LOCK 6'or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN I OR 12'ABOVE OR 8 OW 1/2 OF SHUTTER SPAT FOR SPANS UP TO 105%AND FOR INSTALLATIONS AT ANY I ELEVATION. HV LOCK or PV MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO QD,OR I ! I I 1. 1!_n CENTERMATES W/(2) 1/4"0-20 a 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �- TYPICAL SHUTTER ELEVATION. Q,,,O T I I�I i I� ` • 2. flpt'j IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i6�,E �'I I� I I LOCKS 7 OR QCT MAY 8E.USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES('L3.� r1�• ` / Y • OR 9 SHALL BE AS INDICATED ON NOTE(1) ABOVE. T. . . \1Y r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. W�' v 3. .MT' : M.4111, N. 1,.. ,Ela. 1: 1:1 .1.111 I. 4: ,.Ili• ....I...HN .�4.IIV. II.,-1,... ©II .y �2 IS USED W/TWO it LOCK$; LOCKING RODS 44 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY" r O —g c6 oRg.64) `l �5 BE USED,IF DESIRED TO ENHANCE. SHUTTER PERFORMANCE. LOCKING,RODS 0 OR AN ALTERNATIVE DEVICE Iv / MAY ALSO BE USED AT STACKING POSIHON (NON HURRICANE POSITION). • ,(� 4. WTORY CONDMON P. ONE HV LOCK 6 6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN yly C � I .41 AND INSTALLAT S AT ANY ELEVATION. HV LOCK 1 or/3 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 AT TOP h.BO OM "HALL DE USED. LOCATION OF LOCK-.SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. aA Km OVA MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER-SCHEDULES SHOWN ON SHEET T2. © ti 7� Sig ,. 5. 3 KT -"la:. I L:N. ,. 1. •To r�.Illr, 1 ., 5�1 .I Iy r:.i o,,...il:, .a„az_ li: li -2 III 5� L�33 • '3' • ONE ALTERNATE-HV LOCK B MAY BE USED IN LIEU OF NV LOCK or R3 FOR ANY SPAN AND K � - 5Y "INST: LATIONS AT ANY ELEVATION.AL a•NATE LOCK/3 MAY BE USED AS AN,INSIDE OR OUTSIDE LOCK.ATTACHMENT / � � �. OF 1/4x9-20x3/4'5.5. THUMBSCREW TO Ek)OR(4 CENTERMATES SHALL. BE MADE W/ 1/4'0-20x3/4"ALUM. ��I IHVI#2._ !i11611 I�,°-old 653 RNNUT AS SHOWN ON SECTION HUE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t HV �J LOCKS AT 1/3 OF SHUTTER SPAN. i� 1 I I I `Id I I -I 6.MANDATORY CONDSON 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE NU LOCK®or GS'or® SHALL BE II` USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12”ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK. (4 or(5 or(a MAY BE USED AS AN INSIDE OR --I---'I" i-1: —1- 1 I"Am OUTSIDE LOCK, ATTACHED TO 6 or 14 SYMMETRICAL CENTERMATES•W/(2) 1/4"-20 a"1/2•LONG FLAT HEAD"S.S. SEE ENDM.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®"w/® CONNECTION I I I� OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. - DETAILS ON 0' p, E� 0' 0' 0' ©' >c 0' .co co p, ©, i S15 TYP.HEETS 10 Sy FULL m' *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER - I. M,1 • Ia•...1 II ",....1., .:L Mi.1.01,. • I.1. .2k: .1 . ....I , a.11a:,..IR. 4: ,.. '--"" "V1ORo mon.---. - `-` CENTERMATE (;ONE ALTERNATE HV -T"LOCK 60 MAY BE INSTALLED IN UEU OF HV LOCKS 1 OR I9 FOR ANY SPAN AND. �o0� LJo0 6 l%-®or�J oo( 1 I •, w INSTALLATION AT ANY ELEVATION,ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING"REINFORCING LOCKER(7, AS SHOWN ON SECTION.LNG, SHEET 9,WHICH MUST BE O•:15 ooQ, oa .l '1 © .or -. 1 - CONNECTED TO CENTERMATES(.AND P W/ 1/4 0-20 x 1 1/2'LONG S.S. THREADED BOLT Y7/7/8'B x"3/32' •r� 6 • �."® WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0K 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' O 7 ,1/ 6 • an •�7 • . MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(TOP AND 90TOM IS MANDATORY. 0)• ,..0•(�'o.0•(_t-. •€A *NOTES ON (HD LOCKS ds CENTERMATES: 1.LOLocx(34�9 FOR"ANY HO CENTERMATES PAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCATE HD LOCK(DK 14 MAYBE USED YSE SD IN UEU OF TYPICAL ll) HV BLADE SHUTTER ELEVATION HVCKS(( OR AS AN INSIDE OR OUTSILOCK.ATTACHMENT.OF HO LOCK L,TO®IS W/3/8 a 3/8'F.H.S.S.M.S.,AND INCLUDES • N.T.S. REINFORCEMENT INSERT SI AS SHOWN ON SECTIONS HOB-NCB;AND HOC-IWC,-SHEET 10.'LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE•MIOSPAN.USE OF LOCKING RODS.5j IS COMPLETELY OPTIONAL Iptrrf'r'""'�... FLORIDA-BUILDING BODE(Non High' Velocity Hurricane Zone; Ire \C.R k rit ,1, ©2017 EASTERN Nf:TAl.SUPPLY, INC. 11 0, ........... /T.•� 02017 TILTECO.INC. \;CENE•.,.' BERTHA HVTM ' / A S S A Accordion Shutter System T} 'U U E C O INC.I N C. ■ ■ ■ H,V. EtADE fit w/c(w/D H:v.%%COW eIADE : .0 1 .� / j� # American Shutter Systems REV.He DESCRIPTION DATE DRAWN 9r Is: TILL TESTING & ENGINEERING COMPANY t 9 ' TE F cc • Association, Inc. 1 ow I5-085 07/27/17,DATE: 07/27/1 0 ;•` :,, 035'+NSI.3fi1R SL S! WS..NRANA GWCENS,ROMA 33,00 qq �ORIOA:''4k`11 Phone T.(305)971-1530.Fo (305)071-1531 4268 Westrodds Drive 2 DRAWING No ,fS1 •.,, VV X11 a 7:FIec000e"Ram West Palm Beach, FL 33407 3 .•-•5/O ALE�I ,1111 W/L1EP AC006719P.E. 17-107 P.E. SEAL�S1MATLIRE/DATE r.QETA LV. Jr.4167 5 SHEET 6 5 OF 20 CONCRETE ANCHORSPOURED CONCRETE POURED (SEE SCHEDULE ON OR.CONCRETE BLOCK POURED-, CONCRETE REQUIRED i-1/4'0-20x3/4'S.S. CONCRETE REQlliRE!) SHEET 13) CONCRETE ANCHORS y I4ACHINE SCREWS REQUIRED \ I� (SEE SCHEDULE ON W/1/4'-20 ,l; ,.,CONCRETE ANCHORS I i • � �_� 1©)H SA FDCnTONe(SEE uoutmnc SON SHEET�) SHEET 13J NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) . i"F r i I" .Min: ....I PC0-2493/4"S.S. -Min. -.- - ®OR 1.4 - ....E EO MACHINE SCREWS - - --EO E4 (.. 111 USING 1/4"-20 NUTS 1/2 i 1 J" 4P 12"4.C. I;,r ` rwr..21..+...... r 4... E . r Tl2 {�-""jp.�`" i zso'Max. {( -s•� � .� 13 OR 15 `jr 13 OR 15 i 1. E D r .i' 1 1 I .250"Max, i 0 74, ` � `Imes„,,,,,-A_ 7.250.F250. E.D.' ,1 E Q ..:. Ili 3 ' OPTIONAL f1' ii 1 1.-' :I OPTIONAL f }Iii 4Ph4AixN SSSt TO PASS(sEEt 1 iNtt. r:� SlEEALE col spry tt�-q�t♦ I `. -MIN.SEPARATION TO 8155$5 EI •t!: U Ii ETA Rua(DAAD T jp { OR O. '- �j cUSs� (SEE SCI'EDULE ON SHEET 11)'-", EXISTINGS(pg�1 MIN.SEPARATION TO.GLASS I ; 4 I GLASS--� '"(SEE SCHEDULE ON SHEET 11) 1 , ILII E%ISTING cuss- G HV WALL HEADER INSTALLATION (A) HV WALL HEADER INSTALLATION. 0 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING r- _ '_________-_ MIN.SEPARATION TO GLASS rh 1 pit` GLASS-1 TUN.WPFRATIUi OR t�}♦ .. o F.XIS'RNC�j...j---(SEE SCHEDULE ON SHEET iL)�-� 1) to QA%(SFE MIN.SEPARATION TO GLASS I GLASS Mau/ON SHEET ! `(SEE SCHEDUlF.ON SHEET S t) '"ei PM ED IA CDArIB! dr _ pi aocs(pk8 11 yo EXISTING III i 1/"-OPTIONAL ,,1x i` { GLASS-, # .. .E.D.!- ` •• i I _ i 1 I/4-� LI i I it 1J4"Mox. 4,.. _ '-T CL L..�. OPTIONAL I, 13 OR ) �� S;:i -'E*LI/• .L -• r p , ""' E• +EQ-t . L 1 12 OR(.4 r.7---7-77 .1 i/4'0-20x3/4'-S.S. EQ-= PHILLIPS i Min.(,,,EO u« TRUSS HEAD �' ,` 1/4.0-20x3/4"S.S.PIIILUPS / • (."� MACHINE SCREWS USING ' :^ Y CONCRETE ANCHORS !!! TRUSS HERO MACHINE SCREWS <-1..2 ' '--CONCRETE ANCHORS I i' 1/4"-20 NUTS @ 12"0.C. S (SEE SCHEDULE.ON W/ 1/4"-20 NUTS 0 12"O.C. (j)} (SEE SCHEDULE ON SHEET 13) ( r Min. POURED CONCRETE SHEET 13) POURED CONCRETE_.t OR CONCRETE BLOCK OR CONCRETE BLOCK � '1. / LNCRETE ANCHORS REQUIRED WALL REQUIRED A/Th }IV WALL SILL INSTALLATIONI (SEE SCHEDULE ON q.)HV WALL. SILL INSTALLATION POURED CONCRETE 'SHEET 14) OR CONCRETE BLOCK WALL REQUIRED a NV WALL SILL INSTALLATION NOTE FOR ....I..,.,, . T.. : INSTALLATION DETAILS W/ 1-SEE SHEET A FOR TYPICAL SHUTTER *E D. =EDGE DISTANCE ♦ SEE i_LMITATi4NS OF USE FOR HV BLADE IN ANY WAY (5EE • SPECIFICATIONS ON SHEET 13) BLADE 1®ON.SHEET 19 MOUNTING SECTIONS CAN BE COMBINED IN WAY Y TO SUIT ANY INSTALLATION. 51N lllgryi I .,(dEil N.7! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 4444 `..v ..y..Clr.s.•".✓. 02017 TILTECO.INC. 812017 EASTERN METAL SUPPLY.INC. BERTHA H Y IM .. ` —�: ' / I I L I E C O i>»e. ` A A■. Accordion Shutter System ■ ■ ■ H.v.,EWE#i W/OR W/O liV,1MNDO r BLADE • if4) •... w''. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN BW. L.C. "' t ORIO°' 44 ,4` &355 N.W.Seth.SL.Sts.303,Mfb9Riu OARD7x5,FLOROA 33188 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 �,, Phone:(309)871-1230.rex:(305)871-1531 4268 Westroads Drive 2 r ''*54:"...::10.111..A.* t1 t �F(iZ a-moll:tEteeoeoolcom West Palm Beach, FL 3340/ 3 DRAWING No S�ONAL 4� ,•i EB-000U7iA 1/—1 07 WALTER A.NWT Jr.P.E. 4 rrrr'"'��rrrlrNr''• FLOftDA Uo.t 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 • • t - i ‘f •• ' CONCRETE AP. ONS • Ws UPPPANCN ii CONCRETE . , . POURED I , ' (SEE SCHEDULE ON SHEET 13) 10 CMS(sEr . ' 0 OR r EXISTING ' Hr. . " 0 50-EDUIE CN SHEET , ; ' • •$ 'I REQUIRED"- , EDGE GP -n"C.N'ca al frDcr GLASS----1 . -in— scrSenECWE oN- SHEET III . ,... miss ,,, ,. > ,, 1.: ,/,/° ALTERNATE • LOg.ligiti ••51-11.1 r•---T.HI liZ11063/4.HEX WASHER HEAD ''-'11 II iallillik'.- ' III• EXISTING,/ La0,66...reilit0„ .•' 11 111- 13/a-ans,,,,I, " TEX SCREWS V 12"0.C. • 3/8 1' I Ns" WEEICIECTIEXCHO0NRS ..•.,"" I I..1 • " ' .• .' APPLICABLE ill 1111 HH 0'' LE SHEET 13) .' . • E6. Q ,. , .- -- , '' ' .* , ' ``' ''""- I ' • • EXISTING ''I GLASS—. SLAB IF 4 WA SCPMWON •t ' ' POURED FLAT HEAD CONCRETE ANCHORS 15 15141(SE # ' 'a' CONCRETE E D. CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED H rEoWiftE°4 ono ' REathRETI FLAT HEAD COEE NCRTANCHORS EN STRET ig FOR ' TOR @•CONCRETE -/- - REOUIRED • C.P. E o. (SEE SCHEDULE ON SHEET 14) 0 TRENCH INSTALLATION HV FLOOR INSTALLATION t VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. T HV WALK-OVER INSTALLATION DESIGN PRESSURE WING &FOR SPANS PER S (..) HV CEILING INSTALLATION, seHEoux 0. HEET 11 EXISTING ,----- CONCRETE A 104.SEPARARON • $ ' ; . ---11--- , NCHORS CLASSH , To ouSS (StZ Si7NEWLES I met SEPMATIC. . . 0 —......., Ai- I (SEE SCHEDULE oti7 SHEET 15) 1/4"0 ITW suulex TAPCON w/ 01 0C11 II) I I (WANTED RiRCADVORY 0 ON sKtEr In 1: '11.1, 1 EXISTING---1 I I EXIST= . TECHNOLOGY OR T/ATO PDAIRS I 1/4" EXISTING I I GLAss 04.SVPMAnoN 10 GLASS ,„ 0 GLASS-, , I, TAPKR÷ANEHORS W/ GLASS D'lc. -(s.re to4EIME.MUT MA-• ri MAX. j um sepAufsaN 0•,-- . f 3/4,Leff.OVEDPCNT•OT • 7.,::.'•;;;%:.;•‘%/ -111111.1 r-w1/7 ii] , 10666-,4.46 N. 1 0 1 r . DC.MR UP TO 6"--0-SPAN MD 4'D,C.FOR SPAh:DIRCIER:21 lill , VT itzill II 7/ 7, ,i ,..,/„. H i MAX 41 , . • .fiN *-0*UP TO fe-0"16%APP1X-7 EVERT FASTENER HEA,1 j ' —1_1-- -i il (IW-)(MR NOTE T 01/.es ll - @ " 9 VD.4 / / . ..tr--"T WASHER HEAD 1,-i / smar 11 F,OR=ATMS 1/4. 3 8' ,,6 I 1 -h. / ,,<" Ipp/ 1 •$111. ,VTEK 5OREWS 1. ., „.. I / , • 1 3/8" ,/ il CONT. #14103/4" HEX HEAD___/ ' 1 •• -.,,,,--2,,,,..`Vy4'03-2063/e SS uS 1EK SCREWS 0 9"0.C. ; V .2-:t ‘40.0 1 ve-,L, 7--#146.3/4" 40brali,„ 11111/4"j ... ,. "",il ' ';',."-.I;;;-, assr0 1/4N-20 NUTS CONCRETE ANCHOR-5 k OR T/4 -20 ES,M.S. 11 i ' • ' P,. . •• ;.j2.-//',..' 0 12"0.G. .1 , .. 11/2 .'' -• I _ T. •\ " I 1 ri/ G° @) 1 J_IL / /2- _.....,-- . ,.., ...„ ,,.._.......7,..._ / ,- ,.-- -0000 ; 1 • 1,10/4'F.H.S.O.S. ?,..'. .i..2.00;01+1IN, • MIN. . ExisTINC NoN STRUCTuRAL WAIL TRIP(DECORATNE sILL) .,,. i•,', MOE OF i ir 1 . \ o 9"0.C. • , .., . „ . 1 7/57.' 1 7,/ir---1,,I , .- ._, / „," APPUCABLE"'-'f -CONCRETE ANCHORS \\-'SEE NOTE 13(0 "T"'-') POU I _ruNEROEDCONCRETE / . . ,.. , , .ED. POURED CONCRETE (SEE SCHEDULERE ON ON SHEET 1 SEE NOTE 1304 • - .ED CONCRTE "`"* OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK ON SHEET 1 / REQUIRED REQUIRED 0 KEYSTONE MOUNTING INSTALLATION Cr'. NA,--i POURED a HV WALL FLOOR INSTALLATION 0 HV WALL WALK-OVER INSTALLATION NAXAIUM A.S.D.DESIGN ORE:SM./RC.64.-72 pm' CONCRETE 1...AXDAIM SHUTTER SPAN Er-0* REQUIRED 01 HV RAINGUARD INSTALLATION t nom t THIS INSTALLATION SHALL BE " NMEJ.EIRSARATINATION OF SECTIONS: * E.EL ...EDGE DISTANCE REM.OPABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EAT • SEE LIMITATIONS OF USE FOR _SEE SHEET 4 FOR TYPICAL (SEE SPECIFICATIONS ON SHEET 13) ENTRANCE BLADE(905 SHEET 19 INSTALLATION DETMLS W/ T HV BLADE , SHUTTER OR ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED . ,,,,,T.eititero,,,...,,,,, , , IN ANY WAY TO SUIT ANY INSTAUXION. 10101 A. T/4"..1. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone:, i, 1?................. ii•-‘,. 0 2017 EASTERN METAL SUPPLY, INC. t‘ •*- \NCEW.,..oPTII. 52017 TILTECO,INC, ,fi , ,.., • Z. BERTHA Hit TIA :*:11040-.•vt.'' 3-17....;• tt Accordion Shutter Sem / I i 77"----Alimiliftm. IILIECOINc. \ A.S.S.A. H.Y. BLADE#1 W/CR W/O H,V. WINDOW ystRODE ,, i.„. American Shutter Systems SEW No DESCRIPTION DATE DRAWN WY: LC - I:\..Z.:A: —" "71, •Ct. MUT TESTING & ENGINEERING COMPANY Association, Inc. f OLD 15-085 017/27/17 DATE: 07/27/17 .....,06),, ,,., Opintk„../4_,44.0,t) 6355 N.W.3614 Si..Ste.305,'ARGROA cARDMS,FLORIDA 3ZICG e-niell:Cilteco0aol.com 3 No ....1.‘RP,., Rhone 1(305)871-1530.fox c(305H71-iS51 4268 Westroads Drive West Palm Beach, FL 33407 2 S • DRAWING fC)IVAL.04 g" EH-5096715 17-107 , • -..„ 4 .... '' WALTER A.T.WT Jr.P.C. FLORiDA IX.i 44167 5 SHEET' P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 .. _....... . . SEE END WALL CONNECTIO DETAILS ON SHE TS 10 & 18 *SEE NOTES ON LOCKING RODS(),HV LOCKS*or() Ir. INSTALLATIONS VV/ T HV AND ALTERNATE'iv LOCK E6 0:4 SHEET S. OUT , '1,;,, 90_1,, .4A IN I/--EXISTING GLASS ** BLADE SLACK DETAIL NVF IS VAUD FOR AU, r BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WIEN BLADE° )0®0H •OoR 4) I # OR t3, SEE END WALL CONNECTION 1--EX1STING GLASS DETAILS ON SHEETS 10 & 1if I L -/. 0 3 . 7" 6 S'oro1/8",,M-2 (2).@oo ar @ 1/4' OA&(0 1 i . — (6053-76 ALLOY)ALuM. ' OPPOSING I/ ANGLE w/(2) /4o TAPCON '., 1/2* c4@.@ i SYMMETRYCAL ANCHORS TO CONCRETE ' -i '' GEN ER ATES , CENTER.ATES MIN.SEPARATION (TOP/BOTECM) `. #100/4"SALS.C 12' W/ HV LOQI< IT Qr 0 W HV • K ie .r ,. TO GLASS (4)#10x1/2-S.M.S.TO TI151-1 /1" O.C. FULL LENGHT. (SEE SCHEDULE , 'AT EACH ANGLE.(TIP) . . I E APS* C "-4' CP ON SHEET 11) ,.co 1 @'' 61* tir IN j 0 ' — kIkL., --: 1 i := \ \ - t Dn. . /____ I litaKuo, N,. ge* 1 ri . -------- ' 0 A•t..1 •• 1 6 le), , /1° mt 410/ '.. )ott 0 . • , ' t , .., 0 '\ /• mimor ,,, wm" --- , r#l —© 4,1* HVB _ HVC HVA (3.0(.0•0.0.0•0 oft ,--,POURED CONCRETE OR ?--- 0.6C*0•'(>6.(4/'' if—EXISTING CLASS f, RCE°NOUCRETEED 8'.-RER WALL EXISTING 1;0:><3.4>0 43"Ilk rro' SYMMETRICAL FIN 1.— F.® 0 oc-r).0.0- MIN.SEPARATION . • . ' UGLASS •()on 04 Om@•0 VXISTRIN• CENTERMATES 4.7,,,0O,O0R®,.@,,, TO GLASS 0 / I r A- OPTIONAL W/ HV LOCK 4) / (MERIOR) i @*0'0"@C () (SEE SCHEDULE ON SAW 11) MIN.SEPARATION ' 0* 49 / .0.@ . t TO GLASS IN OPTIONIAL \ (SEE SCHEDULE ON SHEET 11) • (INTERIOR) CARL ,,., _...____—-—- At..,—_—,,——-- w,A. / i l' 1.111111.111 . 1' LOUT riiiik\ 7,—,11 ___ -Awk,. 1—CONCRETE• , ()1, ,, ../412.`Willrsf/•..W, *tti.trk0.. 2r,.„ IS k_ IIIP •,,/ Li w. ,e• mot MI ----&---' Lt.$* '11111111111r/ '1 1,,", Clk t , OUT I i , _....- ... 6 1/r MAX. SLACK iini13.1.9 OUT ' 4.) "--1DI mcreFtioR) oiaum,,,,,,,,,,„ HVE HVF** -HVD .110-q.ck A. nil-— FLORIDA BUILDING CODE(Man High Velocity Hurricane Zone,' — i.i.-4.,,............ ...-i.-",--- 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. _ BERTHA Hittu *.• '':., / IIILIECOme. \ ANSEL A.S.S.A. Accordion Shutter System • H.V. RADE Ali W/OR W/0 H.V.VANDOW BLADE li.'7?"*. 06) /cc*‘,. TiELIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na, DEsEmpriuN DATE ,DRAWN All I.E. ion°AR it.t/tNI4s''-14•44,0I'''. 6355T:,13,73:;;77.-ZwMIous;=11" Association, Inc. I me 15-085 07/27/17 DAIFJ 07/27/17 " '.'........." '' 4268 Westroads Drive z DRAWING No e•-rnal:tIltecolloolcorn West Palm Beach, FL 33407 3 , E8-0006715 ^ 17-107 WALTER A.TILLS JP.E./,, J.P. A ••••',,,,,.”//,' FLORIDA LIc. 44/67 5 , SHEET i , P.E. SEAL/SIGNATURE/DATE a 8 OF 20 ALTERNATE INSTALLATION W/NV "T" LOCKt3�0}. HV MALE/FEMALE "T" LOCKS CENTERM TES . ..0 & LOCKERS @ W/Q HV BLADE * 8EE END CONNECTION DETAILS ON SHEETS 10 3 t8 INSTALLATION (11) HV BLADE OUT .ii" IN 7 SRNs GLASS *6u0Epsvox cam fns INDICATED on SKEET a. W/ HD CENTERMATES 8) . t t ta- • 004044®•U > O 001 AS 130:A0 unN5a01 1.6010WALIN0 USED vOOr 11 NOD1010 ` 7�.8 a 10• 0101cc7ED ON THIS 50002 00 HE USED Any AITERNATE k0.153'43.043.041' wsuwnaN MU Hvc snovrtN IN nirs SHEET. ggg END WALL D ILS ON HEETSN 10 31418 ..4 21211/6'.0-2 ®.®"t0`V 1 ``✓ (5063-i6 Auar)/Lusk °, .6 35* 35 .iriz i 1�4•etr C6 VW � (innorn) c�* LOPnaw.) ; 0001SaT106). t_ (4).1M1/r S.Y.S.70.2x1 41043/4'5.41.5.0 12" AT Urn MOLL Ow) D.C.FULL LENGHT. 4, 'IN (4)H.V. IN - (4)H.V. I ^I NN.�_ 30 HV "T" Ftxs(tYP.) Ama, 7 3/r PM(TYP.)� � 5 tli i LOCK (INSIDE} 0 ron eNEET I) a E .4E-7511mr.614.616_11MEdio Q rte- �•* j Q lk �E 44.01. Al_____AlJ .L i an- 4r IAC, Ck�� i�v ��;L o 1' '�c-~" OUT "�u 31 oa 32 '�(cc} QI oa 32 (DOR C(� 31 OR Ni 1/4" 0-20 x 1 1/2" S.S.M.S. C, —0±— r� comm.)*500 NOTE a FOR HV LOCK®. r__t W/ 7/8"0 x 3/32" WINGNUT. (monk.)}'TDB-HVB- I OU l 1 HDC—HVC 'f'LOCK,ON SHEET 5. * SYMMETRIOAL 'HD CENTERMATES0 HV "T" LOCK (OUTSIDE)= • 2 SYMMETRICAL HD CENTERMATES WVG* wl{ LOCK (EXTERIOR) WJ 3A LOCK (INTERIOR), t SFRIfs 4444 A 0.6100N (2024-73 AUDI')LARGE FLANGE THIN01.03.0.0.0.c>0. SHEET NLRSERT..PART 10020,. �-i0.43.,©.A'i1_,©,N(ay1 AS WANUFACTURED 231'AVM CHERkY v 4..."33`"'' ��77 Team,PIRSTPPENY.NEW JERSEY /+ ©.07 •03°30•07 1�w 07031 OR EOM. '„/ @°"3 10`0 w © © *SIS N01E5 Cl'!1.000N0 ROOT®4 wp 0000:155 SHEET 5 �� k **LAMM VALID FOR�CENTERUATES A 000000YS TNM EWE(D HOD-HVD** FLOATING STACK F,,,irt/ftlsr�0 - F+''TER A. ti ;'It. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) -00'-‘11/4''',.•••,..•.•. ,J`:, - Coy 2017 EASTERN METAL SUPPLY, INC. V `r.C o, 02017 RLTECO,INC. o Ns '..,.1y BERTHA H1NTM ;.—- $ IILIECO INC. l A .7 ► A Accordion Shutter System RV.BLADE{�1 w/CR w/o RV.WINDaVJyBLADE `i' yArs American Shutter Systems�p './..,,,,:k.,I ; 'MUT TESTING & ENGINEERING COMPANY Y REV.H° DESCRIPTION DATE ,DRAWN KY: La •..e Q, , ; (,y ,,IL 6355 N.W.3010 54,Ste.305.0000010 0.01000,F00000 3316E Association, Inc. 1 OLD 15-085 17/27/17 DA1E: 07127117 Phan¢:(305)071-1530.Fox:(305)871-1531 4288 Westroads Drive 2 DRAWING No S/ "/�''" G\' (11 a-root: 00067OOLmm 19 West Palm Beach, .FL 33407 3 17-107 "•'QMAL•E tN7iF1 WALTER AE701.01 Jo.P.C. 4 A/Arrr4 01.0010A U.p 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 8 9 OF 20. -. POURED CONCRETE POURED CONCRETE r POURED CONCRETE • , POURED CONCRETE OR ' / .' OR CONCRETEOR CONCRETE 7OR CONCRETE BLOCK WALL REQUIRED r----,- ., ! --- " BLOCK WALL REQUIRED , CONCRETE BLOCK WALL '," ., -------, , -„ • BLOCK WALL REQUIRED - . . - ,„' , REQUIRED I • ' . ; ... /,. / ., /r-EXISTING GLASS 7 ' .' ,,,,-EXISTING GLASS . . , ,,, AZ----.1.---(,) ' . .,/' , . • I. 7 ,,f...-2.LAIN, ' EXISTING GLASS . , CONCRETE ANCHOR' ... EXISTING GLASS < ,' 7 7 --, • • ' __I__5 > 0 18 O.C. . / .- : , .., . / .7-2*MIN. '/ /----1.- --5 V . , . / .7' . IAN.SEPARATION ......:. ,' ' .' /-1-" / 7- , 7 TO GLASS(SEE , /(''L 171. //-71// ---/-F-- . MK SEPARATION IAN.SEPARATION ,, , , . -.' SCHEDULE ON StaT ! A 1 1.,/ ' MN.SERRATION TO(LEES(SEE I' G91 4ii la)/ TO GLASS(SEE , ' • ,' 11 FOR(ODE(D An'D • / ..• „.' SCHETOLE ON SLET / 1 1 1" 7' 7 TO GLASS(SCE soiroslE aN swEEr 1/16-63-MAX, av arEET 19 , , u FOR SUM(DAND ' + A 1 SCIEDULE ON SLEET . . , ..' ' , 11 FOR BLADE(DAV , . 1 " II FOR DALE(DAND (6063-T6) CONT. I GLADES 0)&69 ' lim ON SLEET 19 FEB 1/2" 0-7----. cx,SHEET 19 FOR CAI SHEET 19 FOR ALUM.CLOSER . / 66.40ES(3)66 19 EITHIJES&fli 1 BLADES 031() PLATE. (LOCATE 1( ! 2-r,1 AT EITHER 51(16 WIN .1 .\ . I 1 I BLADES C)Ik 0 OF(9) L. i OF 0) I 1 / 1 .T.USE I'OR r MAX. 1/2"WIN. i ri--,I I I IlOgr 1 , i ' T #10x1/2"S.M.S, 1 ,n , , , _______„> (AS APPLICABLE)62'61/8"Mr-2" k sur ,. ___ , ALUMINUM CUP ANGLE #10 z 1/2"S.M.S.,__, TaIN ___,..-, 0 TB"D.C. 0 Ir O.C. AAAH,.., < k 1...J.L,% , -----, --- 0 „Fmk, i (6063-16 ALLOY)AT.MIDHEIGHT 1111/11L ' I 0) #1061/2"S.M.S.TO 0 Ix \ 11111LA\ CY/11-117Ahh' I .../ ., \ / (2)1/4-6 TAPCONS ANCHORS TO / i SEE DETAIL X FOR/ c5P . WALL AT)'D.C. (LOCATE AT 0 \,.... I ,....\ SIDE CONNECTION OR (9°'\ I EITHER SITE OF 0) 0 OR Cr'••. 0 OR 0* -. i SEE COWL X FOR--/ Ze ',.. TO TRACKS SOS CONNECTION 0 OR , [ 0.0-0-®-C).C40. SEE DETAIL x ro- 0 SIDE TOCONNECTIONTRAS0):0-0.0-0 K)•0.. 1)-0.0.0:0-0-0- 10 TRACKS -00-1.-a.a-a. .0..0-0-0-0: 0.013- 0-0: 0-0.q1:2). (16,0-'0-0..13.0.' 0.0-0:0.0.0- 0.0•0.0.0-113: 0•.0•0-0-0-0- - 0.0•0-0.0.'0.. 0.0..0.0-0.0- 0.0..0•&.0•113: 0-0..0.0-0.0: 0-0:0-0-0-0-0•6 0-0-0-0-0•0.0.0 0-0-0-0-01:GPO 0-0-0-Ct)..1:0-0A0-0 (?) END CONNECTION DETAIL C) END CONNECTION DETAIL C) END CONNECTION DETAIL W END CONNECTION DETAIL ..6 REQUIRED ONLY FOR SPANS GREATER THAN 12.-0"I -7.---:\C—, 7---- ' .. , POURED CONCRETE OR CONCRETE BLOCK WALL i--- EXISTING 0 / LAG SS 0 , LEXISTING GLASS . , .„., REQUIRED ;,, .., --,. . . — # 4.114.N4Fer 1------------..1. ,. .:' . 1 . , .' , #19x1/2-S.M.$ I .' MN SEPARATION . ' 16'O.C. fel_______,;-", 1>--------/---i— , -- 10 GLASS(SEE '' MN,SE.ARATION 0 . , . SCHEDULE ON srm , TO GLASS(SEE . 11 FOR ECU CONCRETE / \\\1/2°MIN. SCHEDULE ON SHEET i 1 67646, 4 , ....;„_ <., ...( t:/,,, ‘0 OROOR C)OR 1 / 1 1.---- , ;ON SHEET 19 FOR ANCHOR IQ ,.' ,.. FOR BLATT OANO CD ; ELADES CD&0 1 ON SHEET 19 FOR I /'/- ;21---d OROOR 0 OR 3 ‹..,,?.•'CONCRETE\ ' 0 i EtAcEs 0&0 ORO ANCHOR f I , • I , , —4.,..- I. T 0 16- / *-1/2'MIN. 7 / .. ,_ __....i........... t.::[;11111ftffitu. 1 i •, .- ,....._ i .. , , .• ".0 OROORO OR .7 2"MIN. ., A , Ed 4111Mlk\--,..7-- ,..- r WIN„ / alimim,.., : .SEE LIMITATIONS OF USE FOR Ctio9C)onGiaR3on0j VIEW "I' ..... -- /•••• .-. -, , .- / „/ ., POURED CONCRETE OR ', 1, C5 OR O. , . OR ciy N _._______1,0.o.e.c2.0.©•43- PLAN DETAIL X 8..0•••,(D•0-0.0.0.. \ i NN:0.0..0-0-0-0- END INSTALLATION CONCRETE BLOCK WALL 0-0•0.0.0-0- C) HV BLADE OR (A HV. WINDOW BLADE INTO REQUIRED CONCRETE OR CONCRETE BLOCK WALL. CP.@-@•1>0.(EP- ,-.0., .. END-CONNECTION DETAIL® ®-@=••••0-430'6I'"&ie' o' ri i ECT 4 D 4 • Q_0,i) '0.61 i' ..• -• -- --•-•--; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: --it, ,I Ipck v __..... it-•-• $*"••• :...'''()....0 EA/8.'......v,A 672017 TILTECO,INC, RT)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM . f*i :110 '1 IIL ECO t : . , , / I INC!... A.S.S.A. Accordion Shutter System RV. BLADE#1 W/CR W/0 R.V. WINDOW BLADE .14a.'t e9SiAlitt) : w Z f . ,,,, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY,No DESCRIPTION DATE DRAWS BY: L.C. _ NI.-40...: A' ' .r: 8355 M.W.3604 St..Ste.SOS.MOM 6.0/0065,FLOWN 33114 Association, Inc. i OLD 15-085 07/27/17 DATE 07/27/17 Phooe:(305)671-1530.co.:(305)871-1531 4268 Westroads Drive 2 - DRAWING No e,n40:trilecoNoo'.4.0M West Palm Beach, FL 33407 3 QIONAL tP''1''..0" WAXEOEB-0006712 4 17-107 R A. WE Jr.P.E. FLORIDA LA.. 44167 5 _ # , SHEET P.E. SEAL/SIGNATURE/DATEs _ _ 10 OF 20 SCHEDULE #1 SCHEDULE JAZ SCHEDULE 13 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN'k"L+" INSTALLATION IFGF'ND ' NOTES: (ft.). FOR INSTALLATIONS W/ kYA1M t A(. OR "L-" (ft.) FOR OR "L (ft.) INSTALLATIONS - ' CENTERMATES ® &@ or(-1 or INSTALLATIONS,W/ OPPO5ING 1Y d ,air ,; ), ;„,,1} CONCRETE 8c WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN W/ ONE H.Y. LOCK. @ or ® or Y. or CNV ATE :.� f - & r4 W,/.ONE HV LOCKS MANSORY postnyE A.S.D.NDESIGN'PRESSURE RATING, - HO LOCK W/ NO LOCKING RODS 6, Or ONE HV LOCK: .or or fa L-: MAX.ALLOY/ABLE SPAN FOR A GIVEN NEGATIVE ® OR +'� W/ NO LOCKING WALL A, B, C. D, E, M, N, 0, P, O, AS.D. X.ALL.PRESSURE RATING: CENTERMAI© 283 29 W/ ONE W/ NO LOCKING RODS ® ODS Cw, MOUNTING F. K & L R, S, Fe V. Hai." LOCK 30 W/TWO LUe NG (SEE NOTES T.TT) (yµ10 FOR MOUNTING.Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT1[[O�L��P��SS&++B�O`T`OM INSTALL/MONS. ISEE /� SHEET 7) FLOOR/CEIUNG G. Ii, I, 11. J T, U, V! & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCREIFh IMO)INSTALLATIONS d CONCRETE&WOOD - MOUNTING wtuvuM aro, R15T41 TIONS 0 wuuw CONCRETE Sc !( GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, AS.D,DESrJY ASD OES'GN u' AS.D.DesKa+ INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESAOS FLOOR/[FILING NWIGWG RARING MOUNTING R'' 14 Rnrnc OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (aR (P•RF•) FLOOR/couRG mouNTING (pct.) DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (a OR-) (a DR—I Ta aft-) FLOOR(WALL MOUNTING • I� L 4 (II I L-(A) L A (R) L-(R) 1 4 (I) I•(t0 L 1 (N 1 (PI 6 MAXIMUM SHUTTER SPAN "L+'OR -1-- FOR 30 OR LESS 16'-0' .16'-0' 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE toy psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+-AND L-'. .35 14'-10' 14'-10' IS'-2' I6.-D' 35 14'-Kr I4'-10" 35 15'-2' 16.-10- 40 131-10" 13'-10' 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' 14'-3' 45 13'-1• 13'-1" 45 13'-4' 14'-3' t NV CORNER CENTERMATE(13 MAY BE USED Al ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 I2'-5' 12'-5' 12'-6' I3'-7' 50 12'-5" _12''-5_ '_ 5_0 12'-3' 13'-I' MOUNTING INSTALLATIONS.'LOCKING SPECIFICATIONS Al, FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION d2 55 11'-10' 11'-10' I2'-I' 12'-11" 55 11'-10' 1t'-70' SS 17'-1' 11°-71' FOR A GIVEN POSITIVE A,S.U. DESIGN PRESSURE ,_ .-.-— -- - -- - - NOTE,#5,SHEET 5.. 60 11'--4' 11'-4" 11'-T 12'-4" 50 il'-4' I1'-4" 60 101-2' 10'-19;_ _. RATING: -.- DETERMINE: _ 65 10'-10" 10'-10 11'-1" , 11'-11" • 65 10'-10" 10'-10' , 65 9•-5 .10•-1" LI+='MAX. SPAN FOR WALL MOUNTING INSTAUATIONS, 70 90'-6' 101-6' 10'-9" 11'-5' 70 . 10'.-6'' 10'-8" 70 _W-9" 9'<. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" _.10'-1 10'-4' '14'-1' 75 10'-1" 10'-1" . 75 .- 8'-9' yINSTALLATIONS. t 1 EXCEPT THAT MAXIMUM SHUTTER __BO 9'-10' 9'-ID• _10'-0" 10'-9• BO 9'-10'9 "-IG- SPAN 'LA'OR --AND MAXIMUM ASA DESING— FORA GIVEN NEGATIVEA.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: 90 9'-3' 9-3' 9'-5' 10'-1' 90 9'--3' 9'-J' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE. MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2' 9'-10'- 95 9'-0' 8'-9" LIMITED TO +64,-72. ps;F. AND 8'-0" SPAN, SEE IOD 8'-9" W-4' 9'•0" 9'-7• 100 8'-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. FOR FLOOR/CEILING MOUNTING 105 8'-7' 7'-I1' 9'-9' 9'-4' 105 0'-7' 7'-11' 110 8'-4' 7-7' 8.-7. 9'-2' 110 B'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN 5 EQUAL TO THE „s 8-2 Y-3 8-4 8'-11115 e-2 7.-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+', 'L2+•. 'Lt-'AND 'L.x-" 120 e'-O' 6'-11' 8'-2' 8'-9' 120 8'-0" 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8• 8'-0' 8'-5' 125 7'-T0' 6'-8' ALLOWABLE.SPAN AND NEGATIVE&S.D. DESIGN 130 7-8' 645" T-10' 8'-1' 130 7-8' 6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7' 6'.-2• 7'-9• 7'-9' 135 r 7'-7' 140 7'-5• 5'-1I' 7'=7 7'-6' 140 7'-5' 5'-11' ASTM E-1996 SEPARATION ,. 145. 7'-3" 5'-.9' 7.-5. • 7'-3' 145 7'-3' 51-9'_ TO GLASS 150 . 7'-2" V-7' 7'-4' 7'-0' ISO _ 7-2' 5'-7 _155 7-O' 5_5. 72• • -' 'b•-9' 155 ,-7' 0` 5.-5- 1 THRU 3 1 160 6'-11' 5'-2' 7'--1' 6'-7' 160 6'-1i• 5'-2— 165 6'-ID" 5-1' . 7'-a- 7'-4' 165 6'-10' 5-1' 170 _ 6'-9' .4'-11" B'-11" 6'-2' 170 6'-9' 4'-I1" 175 6'-7• 4'-9" 6'-9' 6'-0' 175 8'-7' 180 6'-6' _ 4'-8" 6'-8' S'-10" 180 6-6' 4-8' Op HV BLADE 185 6'-5" 4-6' 6-7" 5'-8' 4 185 ' 6'-5' 4'-6• 190 6'-4' <-5" 6-6' 5-fi' 190' -6'-4' 4'-5" 195 6'-3' 4'-3' 6'-5' 5'-5' - 195 6'-3- 4'-3' 200 6'-2' 7 N��J'i 205. 6'- ✓NI' 41-i" B'-3' S'-1' '205 6'-1' F ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) •\.��� •• �/7 82017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY. INC. 1'S'N. \NcENse, ��_ BERTHA HVTM OSS / i1 L E C O N \ „ A. H.VAccordion Shutter System . BLADE#1 W/C 2 W/O H.V. W1TOW BLADE �,// , American 'Shutter Systems. LEV,No. DESCRIPTION .DAR DRAWN RC WLRX./LG._. -0 7, n� • TICCIT TESTING & ENGINEERING COMPANY - !� 4J ES '6355 KW,SBR St,Ste.305,NPdMN CAREERS,ROMEO lL6G Association, Inc. I OLD 15-oes, 07/27/17 DATE: D?/z7/n Phone:(3`05)071-1530.F.:(305)87T-1531 4268 Weslroads Drive 2 DRAWING No • '.• an'' ...... '.r\ 10 a-rock Ult«D0DDLe� West Palm Beach, FL 33407 3 •� —Vs•• •• G,11 EB-0)06719 17-1 O/ ,0 WALTER A TILW Jr.P.E. 4©NAL FLORIDA Liu. 44117 5 SHEET P.E, SEAL/STG11ATURE/DATE 6 11 OF 20 MAXIMUM ANCHORS SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE NOxLOCK ANCHORS SPACING LEGELEGEND0.7 S POURED.CONCRETE (SEE NouGS A 8..0.c,0 0 on 0ON SHEET 6) POURED CONC ETVCONGREtE BLOCK�, TAPCON OR A WALL HEADE�.,,MOUNTING WALL HEADER MOUNTING ysu.HEADER MOUNTING @WALL SILL�NTING (D)WALL SIL!MOUNTING V&®WALL HEADER/SILL TAPCON WITH ADVANCED MAPAw W/C�1 W/0 C W/ 77/ MOUNTI G THREADFORM TECHNOLOGY SPAN ',,,,,. 931)' (f!) 'ASA.OFSCN NEGUNE PRESSIGB:.NAIDG(p!]AS.0.;0ESGt!MGM 111139.91 mac(p61)AS,a CCM 8E64iNE Pfd:511AtEx+,_}v+,`SA R'3!GN NETafS£ RA=gra)ASO OF9611 IEG41h'E DRt'S511RE RAMC(p.Ml,AS.0.DSO-1EG111YE P19351IRE 941610(psQ ALL PAINTS SOLID-SET 30 40 60 75 0 120 160 205 30 40 60 75 0 120 1 0 205 30 40 60 75 0 120 180_205_30. 40 60- 75 0 125 160 205_30 40 60 75 90 120 160 205 3 40 60 75 9 120 160 205 BLUE TAP 14 12 10 9 6 '6 14 12,10 9 6"14 '12 10'9 6 6 14 12 10 9 ' 8 '6 .- 14'12-'10 9. 8 1 8 5.5 8 8, H 7 '5.5 3'-O�' 14 12 10 9 6 6 14 12 10 5_ __ 6 14 12 10 9 6 6 14_12 10_ 9 8 6 6 14 12 10 9 8 6 6 - 6 0 s. 8 a TAPPER+ 1 OR 35114 12 10 9 6- 5 14 12 10 9 y 6 14-12' 10 9 '6 6 14'12 10 9 6 6 3 14'12 10-9 8 6 6 8 8 8 8 6,5 14 12 10 9 8 8 14_12 10 9 6-'1-4- 12 10 9_ _ 6 6 14 12 10 9_ 8 '8 -_14 12 10 9_ 8 8 6 8 8_ 8 8 7 14 12 ID 9 8 4-14 12 10 9+ 8 14'12 10 0 -6 6-14 12 10 9 7 - - 14 12 10-9 7'5.58 8 ' 7 5.5 4 4,-0" 14 12 10 9 6 4 14 12 10 9 1 6 14 12 10 9 6 6 14 11 10 9 8 5.5 - 14 12 70 9 8 6 6 - 8 8 8 8 8 14 12'10 9 4.5 - 14122 10 9 4 14 12 10 9 5 6 ,14 12 10 9 g 14 12 10 9 8 8 8 8 8 6.5 5 14 12 10 9 6 4 14 12 10. 9_� 6 14 12 10 D 6 6_14. 12 10 9_ 8 _- 14 12 '10 9 8 6 8 6 8 7 5,5 14'12 X10. 9- 8 4.5 ^ 14 12 10 9 a _ '6 3.5-14. 12 100 99. 6 6 14. 121.10 9 7.5 - - 74 .12 X10 9_-7.5 5.5'- '- 8 8.73 5.5 4 3. * SEE ANCHOR. q . 14 '12 10 9- 8"4%----- 5 - 14 12 10' 9 T8 8 3.5 14 12 10 9 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - _ 6 8 8 8 8 6 5,^ . SPECIFICATIONS 14 /2 '10 9 5.5 - -14 12 10 9' 8 45 9- 14 12 t0 9 6 '5 14 12 70 8 3 - - 74 12' 10 9 8 7 8 8 8' 7 5 4 14 12 10 9_ 8 4 - is 12 10 9 8 _6 35 14 12 10 9 _ 6 6 14 12 10 9 8 - - 14 12 10 9 8 7.5 - - 8 8 8 7.5 5.5 4 ON SHEET 13 14'12 10 8 55 3 - 14-12 10 9 8 45 - 14 12 10 9- 6 6 14_12 9.5 7.5- 4 -_ -`14 12 9.5 75 5.5-5.5 - 8 7.5 6.5 4.5 3.5 - 6'-O- 14 12'10 9 5.5 - - 14 12 10 9'8 - 45 - 14 12 10 9- 6 6 14 12 10 9 8 4 - -�14 72 10 .9 8 8 4 - ' 8 8 8 0 8 7,0 14 12 10 9 3 - - 14 12 10,9 8 - - 14 12 10 9 5.5 3,5 14 12 10 9 4.5 - - 14 12 10 9 7.5 4 - 8 8 7.5 5.5 4 3 14 12 70 9 S ---3:-14 12 10 9 8 4 - 14 12'10 9 _ 6 5.5 14 12 10 9 5 - - - 14 12 10 9 _8 4.5 - 8 8 8 6 4.5 - 1412-10 9 4 - - 14 12 10 9 '6.5 3 - 14-.12 10 9 6 14 12 9 46 - - - 1411 8 6.5 5.5 - - - 8- 6.5 5.5' 4 .3 - 7,-0' Is 12' 10 9 4 - - 14 12 10,9 6.5 3 - 14 12 10 9 _.. 6 - 14 12 10 9 6 - ---14 12 10 9 8 7 --- 0 8 8 8 7.5 6 14 12'10 9 4.5 - « 74 12 10 9 4 14 12 10 9 4 14 12 10 5.5 - - 14 12 10 '9 6.5 - ,, - 8- 8 85 5 3.5 - 14 Ti. 30 8 7.5 3.75 - - 14 12 10 9 6 - -' 14 12 10 9 . 6 14 12. 10. 6 - - 14 12 10 8.5 7 - - - 14 12'10 9 5.5 3 - - 14 12 f0 9 45 - - 14 12' 70 9 6,-0„ t4 12 1a 9 5.5' - _ - 14 12 i0 9 4.5 - - 14 12 10 9 - f4 12 10. 7 4 Mme- 14 12 10 •'9. 8 3 - = '8 8 8 7.5 7 4 ♦SEE LIMITA710N5 OF USE FOR 14 12 10 5.5 3 - 14 12 10 9 14 12.10 .9 5.5 14 12 85 3 14- 12 8.5 7• 4 8 7 5.5 4 3 ,,•:•,,, BLADE to ON SHEET 19 14 12'10 9 5 - - - 14 12 10`9' 4 - - 14 12 10 9 8 l----=14 12 4.5 _ 14 12 9.5 73_4.5 - - "--13---7-.5 8 4.5 - 14 12 10 6,5 45 - 14 12 10 4 75 - - 14 '12 10 9 8-- - - 13 9.5 4 - - - 13 95 6.5 5 - - - - 65 5 4 3 - - 9,-0- 14 72 10 8.5 4 - 14 12`iR 9 7S - - - 74 12 10 9 8- - - 14 1 2 10 5 - - 14 1 2 40 9 5.5 - - - 8 8 8 8.5 6 3 14 f2 0.0 4 - - 14 12 10 9 45 - 14 12 10 9 7.5 - - 14 11.5 4.5 t4 115,7.5 6 7,5 6 5 4 34 12- 10 6 4 1- - 14 12 10 9 7 - - - 14 12 10 9 8 - - - 14 12 5 - - - _r 14 12 8 8.5 - - - 8 8.5 55 4 - - 14'12 9.5 5 3.5 - - 14 17 10 9`5.5'- - - 14 12 10 9- 8 - - - 11.5 8.5 - - - - - - 11.5.8.5 5.5 - - - 5.5 -4.5 5-5' - - - iv -O' 14 12 9.5 5 35 - - -- I4 12 10 9 5.5 - - - 14 12 10 9 8 - - 14 12 7 - _ ti 14 12105 10 7.5 S - - 8-7"8 7.5 4.5. - i4 12 55 5 14 12 .10 6 3 - - 14 12 IO •2 6 - --.14 103 S 14 7.'3.5 - - 7 55 4.5 3.5 - t4 12 9 45 3' - - - 14 12 10 9 5 - - _.i4�12 10 9 8 - '14 11 - - - - - 14 11 7,5 - - - - - 7.5 6 5 -. 14 12 7 - - - - 1412 10 -• - - - -• '14. 12 10 1� 11'-0' 14 72 7 - - - - - 14 11 10 - ^. - ' f44 1212 10 -f0 - _ - - 12.f45 1295 5 - - --_- 14 12S 129.5 106 8 0 _8 7 35 - 14 12 4 14 12 10 1 6 9 4 3 14 12 8.5' '14 12 10 _14_12 10 13.5 10 14 t0' 7 - - - -- 7 55_4.5 - - - 14 12 5.5, - 'I14'12 10 45 7.5 3 - 14'12 5,5 - - - - 14 12 70 - - - - - 14 12 10 14 12 4 - - - - - 14 12 10 - - - - - 8 8 8 6 3 - 12'-0* 14 92 3 - - - 14 12 8 u 14 12 10 - - - - 115 8.5 �- I1S 8.5 4 - - - 9-5 45 4 - - 14 12 5 -- 14 12 10'- - - - 14 1 2 10/�--- 125 95 - - - - 11.3.5 O5 43 - - - - 6 5 4 - -. 14 '12 1411 •. t4. 12 9 .5 _.-. 9 X6.5 63 4.5 3.5 '3 1, HV BLADE OR HV BLADE 13,-0".14 12 u 14 12 - - - - 14 12 14 12 - - - 14 12 - - - - - 8' 9 8 8 4.5 - - f [�rg�� \/ 1 {10ip- '- - 14. 12 - 14 12 105 5.5. - 115 8 - 6 5 -4 3:5 - W/ HV WINDOW BLADE 14 12 �- 14 12 - - - - 14 12 _ IIS 6 - - 7L5 8.5 - _ - 8' 55 4.5 - - - - /' �j�[y t/ (��j'+ i 14 12 14 12 .• - •. - WORKING IN UNISON • 14 12 14 12 - 14 12 14 9 - 14 12 8 0 8 7.8 4 - 14,-0' i4 7 14 12 - 14 12 10 4 10 7.5 75 5 4 J - Si 11.5 141...._2-.... :14' - 14 - l4 14 - t4 - 24 - 15,-0`1f _ .. .. _ - - 14 - 14 '" - - _' 9 - ._._._ 9 - - 7 45 3$ 3 - 14 - - - _ 14 „ -}_ .- - 14 _ _...�._. -. 14 _ - -. - - - _ _l.._.e 8 75 6 3' - - 14 16 o t4' - 14 1; �-" - - - 8 8 6.5 4 3.5 - - .. 49.5 - - - 7 4.5 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 7i f. 111.Ap.,,.�`, ..,,•"�/7.s. 02017 T*LTECO,INC. 02017 EASTERN METAL SUPPLY, INC. • A BERTHA HVTM �;� sF `' !; " A Accordion Shutter System :v': ? f L E O INC. . . ■ . H,V. etADE iii W/CR W/O H.V.WINDOW Etta , American Shutter Systems ,45*3,N aEscw max DA15 09465 9r: LC. S ,F,c(JI ,T�' TUFT TESTING35.St. & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 543E: 07/27/17 - ��CC UU 1 6355 N.M.3615.sc.,Ste.353 vtGW14 GMO+5,t10R04 33164 '• F + 4268 Westroods Drive 2 s, (� �� Phone:1305)671-is}1 ,F40:(3a5)67f-SSsfDRAWING No tfi1D�;:, d e-mag:t9l<co09w.cam West Palm Beach, FL 33407 3 07 = /0NAL E��' 1 E8-0006719 4 .��- `� �1y4 t WALTER A.ntirl Jr.P.E. SHEET ' - FLORIDA Lie,B 44167 5 P.E. SEJQIStOMAit1RE/DATE 6 _ 12 OF 20 MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASO. DESIGN NEGARVE PRESSUNE_RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE DR CONCRETE BLOCK INSTALLATION% (SEE uWNTIN6 E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SU8STRATE SHALL BE AS FOLLOWS: POURED CONCRETE/CONCRETE BMOC FOBBED CONCRE1E (A) TO EXISTING POURED CONCRETE:(Min. re - 3 CO uAmnw QE WALL SILL MOUNTING QG CEILING MOUNTINGFLOOR MOUNTING - I/4'o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Min.rc= 3 lei) ANCHORS S?ACING LEGEND - 7/4`0 x 3/4'ALL POINTS SOUO-SEP ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. rc m 3 ksi) SPAN 1.[0508.NEGINE PRESS/RE BASSO katSD.90EACN h5DONE PRESSURE 111110(Rsf M.OE5GN NEGATNE PREAlBE RANO •-) - 1/4'0 BLUE TAP CONCRETE,ANCHORS W/CAP AS,MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(;Ain.I•c 2 lei) TAPCON OR - 1/4"n TAPPER+ANCHORS AS-MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30 40 '60 90 160 205 30' 40 75 90 120 160 205 BO 75 . 1 0 TAPCON YAIH ADVANCED CMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTION,INC, 14 12 10 e 6 5.5. 14 12 9 e '6' G ' 1O 9 THRE'ADFORM TECHNOLOGY ' S-0' Ti" 12 10 e 6 6 14 12 9 6 6 6 10 9 (Min,Pc a 3 4Si) ALL POINTS SOLID-SET OR LESS® • 9 0 e 6 6 6 6 10 9 BLUE TAP W/CAP NOTES: �. g a .DININI B6 3 to9TAPPER+ 0.1)MINIMUM EIS 13 4'.INTO POURED CONCRETE OF 7APCHO CR 7APCON wflH ADVµCL THRFAOFORM TECHNOLOGY ANCHORS AND TAPPER♦ 9 0 5.5 e6 6 f0 9 ANCHORS IS t 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2', 9 4'-0' - A2)MINIMUM EMOEDMENT OF'1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE. NO EMBEDMENT 9INTO STUCCO SHAH BE PERMITTED..1/4'0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO ® El 9 E NISIRBBae®e��aa • e® 4 SEE U4NAIx7NS OF VSE FOR p(�7,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. �1� B nno 11310101131 a�®m a - Nig BLADE Ll DH SHIM 19 5'-D' �A • O= 110191, � m©®II I �r A3) IN CASE THAT PRECAST.STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOP, ®®El®M-®s a 10 eeMM I1 • ®� ANCHORS SHALL BE LONG ENOUGH 10 REACH THE ET STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL RE AS INDICATED ON N OO iitt!! p ® NOTES A1)do A2)ABOVE FOR INSTALLATIONS ON NNYL SITTING OR EIF5 DIN OR WITHON METAL STUDS CONSULT THIS ENGINEER FOR mai INSTALLATION INTO RFS WITH METAL STUDS SEE SHEET 20, 5.-0.ENIZI w NI ® UIi10Q1� �r�■ (8) TO EXISTING CONCRETE BLOCK:OSTM C-90) '>r■®BM®e� ®®eke®�eee , - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,LW.BUILDER. fi7 LLL���777 - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECWLTY COMPANY, 7'-0 1:.iii e� ITT S® NN411© 1/4b BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURE()BY FLORIDA FASTENERS DIRECT, INC. ®H®®®B=I �®e11®11iiiini7COMP TYPORRA ANCHORS AS MANUFACTURED BY PAUTHO14IEEOE561 O INC.,AND DISTRIBUTED BY RI N SHUITOJA SY SOLS A SPECIALTY COMPANY OR ANY OTHER APPROVED LILENSEO OR AUTHOFt12ED VENDOR REGISTERED WIh1 TIE AIdERICAN SHUITLH SYSTflA3 JSSOCWTIOK.INC. 8'-0•{I®0001�OaT®®0• 00Q 12 ' O�0NOTES: 0®CU©®TTT�IOOTQa®0�T�117��i�• 0I©o 0.1)MI611011 I EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS I 1/4'AND TAPCON ���® ® e: SH eNe WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS T. B,-0.®t2 0• o �cs�®�a��� ®■r®a �T© TO 8.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMIL • 00(0®m E! ® D ®0 EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4'P-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 12 10.5 EXIST.. AND I'MINIMUM FOR WALLS WITH NO STUCCO. 6.5rffilliingWEDElminaHilliilil �11 ®® 8.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS CR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, TO'-0' ® ® OTD®©© ®®pL��7770000 ANOHORS SHALL BE LONG ENOUGH TO REACH THE MWN STRUCTURE BEHIND-SAD WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON 10 ®��R7 ��© 1EEc,iiy7�Efi©© is'Nile .��ee112 amelli FiElNi eB� NOTES 8.1)&8.2)ABOVE FOR.INSTALLATIONS ON VINYL SIDING OR ors WITH OR WITHOUT METAL STUDS CONSULT 11115 ENGINEER FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-0"12.5riiiiiimio B (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. R ��® e� (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 11.5BE ®®®�� ' M®® E11� EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS;12-O' MAXIMUM ANCHOR SPACINGS ARE VALID FOR LCE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN TMC INDICATED,REDUCE ANCHOR SPACING gg95���98 ' ©�®e ® RBYE UCEDPSPACI5POBN0 SHOWN ITN SCHEDULE BY THE FOLLOWING FACMORM.10. O ® REDUCED.SPACING D INGSH U9NO FACTOR SHALL HOT F LESS THAN TORS.M SPAGNG.I101U1E0 FOR F1CH.PNCHOR TYPE. NE®N6 FACTOR 13'-U7 11. I®TTTT:7 �0 TOTOACTUALT000�� • © ICI= TAPCON WITH ADVANCED TAPPER + • 9 , EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP ®11���� ��®gB��+ITRIa dill" 0 aV B :D_ -R UICTANCETHREA!19.SP TECHNOLOGY MIN SPACING f� rvoTv I©Tr�aloloo 1m AA ED. WN.SPACING o 3' MIN.SPACING•r 3' NOR.SPACING F 3 1/2• LON.SPACING=3' 3 3/4' 4' 14'-0 1 7 5 0 ■ !RAD_ POURED CONCRETE 6 paRID CONaTEfE Doom BICOL PURL CONCRETE h POUR;CONCRETE&pormowt 73 1®®®e®® 11 Nil 9 6.5®11®e®1 CONCRETE BLOCK ,Oy LO. 1/2' MN.00..2 1/2' CONCRETE BLOCK C011CREfE BLOCK . ;2�� �. HV L ,DO� MH LD.•1• icy ED.•3 1/r MN 1:0..3• �� 9.5 7 BLADE, WORKING J' L0 0.90 1.0 0.76 1.0 0,134 1.0 1s'-o'OIOC�Cf®vO =1113 O01IEI0© AO z 1/2 _ - -o.ei 1.0 - 0.87 1.0 TOIOITVITTNOTO 6S t� TaTOsa01uT©T© 10 IN UNISON • •e1:111111111 ® BB5 72ARM RM�BBgS Sunil Me 2• _ _.._ -p:7, _ _ _ = D:S, 1.5 1 1 3/4' 0.97 0,47 16-0 6 Q0� - = OmiTQOT =. _ 4S 3 �BB�. 1 1/2' 0.39 -035 i. F.r ; FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, 111,7.t L"a 02017 11LTECO.INC. 672017 EASTERN METAL SUPPLY, INC. 11114``•• ..,... 4 11 T' -- r'= BERTHA HVTM 1D'is�l / ILL IE C O INC. ` A.S■S■A■/ Accordion Shutter System # RV. BLADE#1 w/OR w/O RV. 1MNDOW ELAOE Z American Shutter Systems Ev.N DESCRIPTION SATE I DRAWN BY: LC. _ .�' TILLER TESTING . ENGINEERING COMPANY Association, Inc. t OW 15-005 7 27 1 DAIS1 02/22/12 1�': 'ATE OF /*; 6355 RA 36tH St.,Stn 105,WRQNIA CAROM,FIARIG.3316E / / p,¢0\, O .'A. L, Phone:(305)671-1570.Foe,(365)871-1511 4268 Westroads Drive z DRAWING No FS ••,RID . No- 111 o-mai:Iii 601olcorn West Palm Beach, FL 33407 1 1 7_10.7 �"/D •!_��1,L1 WALTER A.TILLIT Jr.P.E. 4 • P.E. S lli....... ...... 1711E/DATE FLORIDA Uc.0 44167 6 SHEET 6 _ 1 13 OF 20 MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, 1 1} L 6 .111 . ::IL :L0 _ 2::}'e52L .,9 k115 II' i5: •,C311 -5: •. :01I 2 • . L . aI•L (SEE UOUN0N0S I,J.R&L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE BLOCK ANCHORS SPACING LEGEND IU7.UY O1•ULE OVER& (i)1RFNCH ORMNGUA%) MOUNTING OK WALL/FLOOR MOUNTING QG WALL/WALK OVER MOUNTING SPAR ___ _—M01JN17NOs 0 - - -- TAPCON OR PA -,:OEBDN MESE pore IE RAT0S([el ED-5E5131 NEGIDE.PizEm E'NAT60(h1 ASD;DEW12WNE"Ma'W MO • ASO.DeRS1 NEOAINE MEM PANIC(50 TAPCON WITH ADVANCED 35 90 )60 w ®C�Y}� 125 165 205 4D 120 160®30 40 60 75 ® THREADFORM TECHNOLOGY 14 ® • D 6 u ®fY!®®is 6.5 6s S 7 ®®�7 7 ® s 5 5 5 �� p ALL POINTS SOLID-SET 3•-e®®LILILILIEIL® UU ' as aaaMaa 5 aaa 1 BLUE TAP ORE ®m , IINN • ®��W l aniafa apsp � ! 5 ®8� ��� �aa� ®12, .• s TAPPER+ 4-0' ®H ' NH0 ®®M®d0® E�EiUMUMI' 1MM-D A© m� ®® ® ®ea® e® ��®®�i 5"-° ����ol�nv�:a>®mol®aoa�oQorTa®m©A��I©v® ®MUNNX17 ®® ®® • SEE.ANCHOR aaa®®IMi�®H®®®aUWIWl ®aLaaaa®L SPECIFICATIONS 6-0' m • LIAR®®M • MOE>wL7F MUM MET®©©p®©©p ON SHEET 13 ®aNNORNHa®a aiaaalilmmmLlaaeIaE�g®a 7-0.o® ' LoE.ov©©WMIEULELI ©A©©LU© ...........as Q'VALID ONLY FOR'.UP TO +70. -75 HHHHHHa9as a®®aa® ®Ba a as® ®aa PSL A.S.D DESIGN PRESSURE e'-0,=® t000 . LI EN ]EEI • IU®LI©El NA MEN LI MUM ©0 RATING & FOR SPANS PER ®®N��N MINNINa®aeee®®a®NIee NN1 SCHEDULE 13, SHEET 11 • .®®0pEilliLa 011:011111231 ©E70©© EiEIE7E7 © EM MEN" -o ©®op D LIEEi 0� Elid� ®®T®ROUapaNN ®©M©� aa®MpaI®aeaN Maia® 10•-0" ®0040®f7F�EiL1� ©LI mmm f03LLI �© LIEU®CSO ®aaaaaaaaHaIaaa a®Waaaaaa®H©Haaa 11,_0'LEILI LLLILILa ®E13a �mmmmWE i !i LLIEMOIM ;: �� : aeaam�®®aa m��aa�ea ® aaa CO HV BLADE ONLY ®®0 [7LICS �EUEUp ©eLIe�p©WaV©oL ©�EI 12-0 mmm ' ALILI QIO©Ei emmm F7E®EULILILI LIQ am fl®H ; HIMLHaapaaagaa- �WELLLa®L a 13-o t0. IIpLILCSLEiEU©LI miLELI® LIo©o©©WLC■ 0f® a[i ®aaaNa aa®®maaaaaa�a aaa ®aaaa 14'-O'®® , a' - ®aHaaaa ®S H Ha® ®a HMI aEW®eeeaaaNIae.CCe MaaIea 15-0-"'" aLI ISH®E>.LIoo®®OEiL� ovao©E�'MMao a aaaa aaaaa= aammaaaaaaamaaaaa LILI LI�Ei® LI LIDO ILLI © 5 .... 16-U'mLILIOLIL- 6 4.5 EILIILLI=- A.EI®LILILI •LI s ©L 3S =CSLILI - - -- -- . - 14' 12 l5 - - - - 7.5;S.S•:7s - - - - -- 7 �- - - 5 5 4s - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone. 1,111_ P::•••. •••' (/�,= - 02017 TILTECO.INC ©2017 EASTERN METAL SUPPLY. INC. `.7' `i0EN •,,t BERTHA HVTM JL4: .- ' / IiLIEG o INC. A■S■S A■ Accordion Shutter System H.V. BL DE #1 W/OR W/0 H:V. WIDOW BLADE 2 ' rf ,f� * TILLIT TESTING & ENGINEERING COMPANY American .Shutter Systems .. 55SCRI7f154 • DRUM ETT: LC. Mt O . ��^��'CCC u 5.155 1LW.]6U.St.Ste.]M,0RptM CJASDIS,MRM 3315• Association. Inc, OLD 15-085 07/27/1 DATE 07/27/17 ( "�11� F'Irone:(3os)071-1570.ro.:(305)871-1x31 4268 Westroods Drive 2 DRAWING No ^fs •...fur...,�4i TIE o-maE,TiLLo7W.RE West Palm Beach, FL 33407 3 •i LS1 EB-0506719 17-107 •-.,(ONA� ��1111E MALICR -MLR Jr.RE. FLORIDA 1 0.A 44187 5 SHEET P.E. SE`I(C/31>;NAfURE/DATE 6 14 OF 20 • .1.. 0 I I. '; ; ;:i1 :LII •;; "Ski 1 :...L. •10i ♦ 'T a Fe; GNEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, 1 (SEE MOUNTINGS ON SHEETS 16& 17). SOUTHERN PINE-No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PiNE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX ooWjM hG W 5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/'MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIti.G=0.50W/ MIN. 0=0.43 W/ MIN. 0=0.36 w>YIMUM SP' (T) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 8.0. WALL MOUNTINGS 9.a WALL MOUNTINGS 8.0. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS Al, N. 0 & R FLOOR MOUNTINGS 'M, N. 0 & R FLOOR MOUNTINGS W & X W & X W & X p & Q S&V S&V L&V LFR 8991E01W60001 MR6 0,0 LSI MGT NUPE MITI 006 64 LSA 0644 16010 mix IUM.(}e6 TSR 8851/0/6 M320 6@G(Ffl 459 L1207110.05T R39M.6566(0)LSE 83D158418 WISILPI 6506 50 LSO 239 NOTE 115500E MGM ASR 1039 I GTE 1fl39114046 04 ATT!TETA a 1W 65396006(pf)ASD 2II7(tsseg,£RS9f9 mew 3'.6.09 t65 30 10'40 0 9 01 75 8 9 6 05 30 6 6 6"6sil GO 75 0 165 302 1040 100 795 980 05 b 40 60 65,90 165 312 10 100 79 00 185 60 6 660 6 960 165 30,40 640 45 4 35 30 40 12 12 20 75 90 105 12 12 12 12,12 1240 0 12 12 10 2 12 12 12 40 0 75 90 12 17 1125 a' 0' 12 10 10. 9 12.10 4- 3 12 12 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 _, 5.....0• 12 10 10 9 8 8 8 6 6 6 6 5.5 12.10 10'9 8 8 6. 6 6 6 ,6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 121_2_10.5 6'-0' 12 10 10 9 8 6,9 6 6 6 6 5.5 4_5 12 10 10 9 8 5 6' 6 6 5.5 5 4.5 12 10 10 9 173,5 63,566 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 6.5 7'-0• 12 TO 10 9 6.5 4 6 6 65.54.5 4 12.10 10 9 5 3 6 6 6 5 4 3.512 10 10 7 35 - 6 6 6 5 4 35 6 5. 4 4 - 12 12 12 12 12 12 12 12 12 12 1210E12 12-'2 10.58.57.5 _... 0 111 _._.._._._. •_.._.. . D'r0' 12 ib TCL 7_5 4.5 3 B 6 6 5 4 3.5 12 1p 1D fi 3:5. - 6 6 5 4.5 3.5 3 12 10 '10 4 - - 6 6 S 4S 3:5 3 6 5 4 - - - 72 12 12 12' 12,T2 12 12 .2..12 11 9.5 12 12-j1.5 99 7:5,6_5 �.._.. g'_p• 12 tQ 10 5.3.5 - 6 6 5.54:5 J.S 3 12 10 9 �a�� - 6 6 4:5 4 S 3 12�10 4 3 - - 6 11-'4.5+ .3 3 6 5 3.5- - - 12 12 12.12� 12 iQ.512.12 92-.17;59J5 8.52.12 10 8 6.55.5 10'-0'. 12. 10 7.54' - " 6 6 5 4 3- 1210 6 .3 - - 6 6' 43.5 3 - 12.10 3 - - - 6 6 43.5 3 - 6 5 - 12 12 12 1211.59.51212. 1210;58:5751212 9 7 6 5 11'-0• 127 10 5:5 - - 6 6 4.5^ - X12'10 4.5 - - 6 5.5 3.5- - 12 10- - - - - 6 5.5 4 - - 6 5_ - - - - 12 12 12 12' 10'8.5 12 12-12 9.5'8 7 12 12 8"6.5 5.55 45 12'-0' 12-10 '4.5 - 6 6 4 - - - 12 10 3:5- - - 5, 5 3.5- - 12 10 - - - .6 5 3.5- - - 6 5 - - - 12 12 12 11.5 0.5 8 12 12 11 8.5 7 6 12 1 1:5 7.5 6 5 4 13'-0' 12-10 - - - 66 - - - 1210-- - - - 64,5 - - - 12. 7.5 - - - 64.5 - - - 64.5 - - - - 12121210.5857:51212'1086.5 5.51240.575.54.54' 14'-O' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 45 - - - - ,12 7 -- - ^ .- 5.5 4.5 - - .- - 6 3 5.5_4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 8 4.5 12 9.5 6.5 5 4 3 - 16'-0'. 12 - - - - -_ 6• - - - - - 12 _ - - - 5 - .-_- - - 1T.51- -'- 5 - - - 6 - - - - .- 12 (2_10.58.5 6.5 4 12 12 8 6.5 5 3 11.59.5 5.5 4.5 3.5 - CO HV BLADE OR C) HV BLADE W/ Ia HV WINDOW BLADE WORKING IN UNISON• • MU, VS NT 090 504' + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR TOUT WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST CF THE FOLLOWING: -SOUTHERN PINE No.2 W/G.,C.55(Nos) -1/4.0 TAPCON ANCHORS,A5 MANUFACTURED 8Y I.T.W.WILDE% W/MINIMUM EMDEDMVIT AS INDICATED AT -DOUGLAS FiR 8/G-ose(NAS.) EACH SECTION ON SHEETS 16 A7 17. -SPRUCE PINE AR NORTH W/6=0.43(N.O.S.) EICEPTON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUSI W/5 0.36(5.9.6.) -MIN.1/2`COX PLYWOOD(1766 APA) 2.ANCHORS TO HOLLOW GERBIG SHALL 8E AS PER MOUNTING TYPE U,SHEET 17 AND SHALL.CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLL05150 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ,IUA"""'°41>tik A. .,,� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ( \11114 �`� 1,•/�!.M 02017 TL7ECO,INC. @ 2017 EASTERN METAL SUPPLY. INC. : {�CENS�•, v�y=� BERTHA HVTM I1�1 C o IINs. 1, ■'$„A„ Accozdion Shutter System fi KV. E7.4LE#1 W/DR W/Q HV.N7POOy BLADE ''a l�.,jam- '* 1 TILLIT TESTING& ENGINEERING COMPANYAmerican Shutter Systems REV.Na DESCRIPTION DATE 000601 BY: LC. ',...•'���\IG GC 4 Association, Inc. 1 OLD 15-085 07/27/17 561E 07/27/17 0 \ 6155 N.W.3GN.St.,Sta.705,WAGINN (30W,FLORWA 33166 4268 Westroads !)rive 2 'CL1/fliUT; 45� Ph«se:(305)871-1541 ,ros:t3p5}877-i5s1 DRAWING NO w fsj4 to 8-WAS BB6�ooaa.com West Palm BeochE8-0006719 , FL 33407 3 , j7-1 r l7 V (1�{71 iti WALTER A.ic.#54 P.E. P.E. SEAC/"StBSdATURE/DATE FLOROA 1P,f++t67 5 • SHEET 6 15 8F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR cD HV & g NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(j) ONLY SHALL WALL FINISH 8E- i„ D • 05.0 •s •.S • DESIGN . •: SSU,. RATI G E S a_'_T 1 • •' MA SP•N : ..-.....,..._.}(4 .-., .1/4"0 7APCON OR A.S.D. DESIGN. PRESSURE RATING FOR INSTALLATION WITH BLADE & it) WORKING. IN UNISON I / TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ; ..,."1---i-`-''',11' 1/4"o TAPOON OR ..�" •-...._ Y!/ I 1,,1!2"Min.PENETRATION r-TAPCON WITH ADVANCED 7NREADFORM.TECHNOLOGY —I-- —._.t- Op THREADED,AREA TO l '''-i.,":„..„....___-.... " ` ( W/ 1 1/2'IAin.PENETRATION OF THREADED'ARTA TO'EXISTING € ;S1J11.nON —Th t- S 1 EXISTING WOOD HEARER. '`` , i I ' l WOOD HEADER.tSEE 5CHEOU[E ON SHEET 15} Tperx i•. O1 OR g/ I ',rv` (SEE SCHEDULE ON SHEET 15) ' i ('�,� I/4"o-20x3/4"S.5.MACHINE t MULE 1Xi WITEI / 1 Ar c" •11� rA t (17�q 1$ SCRRYS 1Y/1j4`-20 NUTS --n F6i CiADE Q}N87�. p�, I t ,, '/ ,'Aim.r=� -, OR�o ,1 Ij j i �+ �:.�1,Min. l0 12'O.C. € ON SHEET 19 FOR FI ! `7( 1 -aXtllttXX�tU I'T,1J, ',JL~ EXISTING € BLADES 014 (j€( i,f ' r a IIII ' j` I r!\ I II m CLASS-- )1u `'.. -: FIN H I " 1 __ i r `,�/� 1 V•OPTIONAL f- Al T i -" F N AL, yi 1 g31Xt , , oR �`�(���'� EXISTING MIN. x (L --^' 2x4'WOOA ! S OR T ♦ ...._Li ' \_EXMHEADER REOUIRED2x4'WOOD :!HEADER REQUIRED t„i \ 1 l 1�{ , 1A•A TAPCON OR TAPCON WITH ADVANCED EXISTING S 1 I I I 1 1 11 I\1 \ �; ,i THREADFORM TECHNOLOGY W/1 1/2' MN.SEFAiLlDON, 1 t t 1 i, 'i i 1 Nin.PENETRATION or THREADED AREA TO GLASS d 70 GLASS(SEE l :! \l .I EXISTING WOOD HEADER. SCFM41.E ON SiLET I. MIN.SEPARATION'TO CLASS } t I ,A ' 1i EXISONG (S£E SCHEDULE ON SHEET 11) i 0 , [ 11 (SEE SCHEDULE ON SHEET 15) € ' SAFEST 19 RIDE(DAM GLASS 1 ,-{ 4 1l 1 i._‘I. 1 2'x4'CONT. SILL _S_.. � ✓ =Q&0 II H .1 1, L '# PLATE REVD. ®HV WALL HEADER INSTALLATION �O HV WALL SILL INSTALLATION Q HV WALL HEADER INSTALLATION i-- — Illy--- .I. GLASSO 1 11' I lI EXISTING f € •GIN. SEPARATION TO GLASS ;I 1 ,1 P t7 (SEE SCHEDULE ONMIN.SEPARATION TSHEET 11)-1 I 0 GLASS I I �_� EXISTING ( (SEE SCHEDULE ON SHEET 11) '*:"' EXISTING ! ) 1-i - E x € MIN.SEPARATION TO GLASS ,I i 1 T GLA55- :'.1 GLASS—€ I I. I �. 2'x4'CONT'(SEE SCHEDULE ON SHEET 11) 1 _ 1' .1 I a WOOD PLATE •I ¢ t = 1/4b-20x3/4'S.S. I -`I'. REVD. 1 ( ( ~"`'�-..1/4`0-20x3/4"S.S. I i €il MACHINE SCREWS I E _,y-�m WALL i .� i I.. i.MACHINE SCREWS W/ .1 i I,I i 0 12'O.C,--.USING O�NUTS I I ------1)r "'"1]f ' i if I 1 j4"-20 NU7S 9 12" N ��r+ I I l' �;,ii flNISN I I I i t 'f !I ( A I I - {-� 1—+ a 11 /'� 7 OR18 1 01118 ,,/ tt —1C 0A.15 t - 2•x4"CONTS t{,1 1 1 I S QR a -/%11 - 11t € 1Oo �; } ."�"I WOOD PLATE �." I, ' ' §r i L 4.", ! { iI ff1 _ 1 r }iI I It \ t I `. {I// L 1 t > 1/4-0 TAPCON OR TAPCON WITH ADVANCED i t t i.;.� r,, fl OR 'f. \t 1 141 ' � ' tI t/4 1, - ` THREADFORM TECHNOLOGY W/1 lir I Ii 1 ..,!,.."'t \ 1 I�., IJ 2x4 CONI \ Min.PENETRATION OF THREADED AREA TO /1‘, ( 14 I{I I, .i I/4.10 TAPCON OR TAPCON WITH ADVANCED ,` 1, 1 l 1 t SILL PLATE (I 1t EXISTING WOOD HEADER. _ 1/4'o TAPCON OR NTE' I i (SEE SCHEDULE ON SHEET 15) 11( ti. \ h I' 'Iq THREADFORM TECHNOLOGY LY/ 1/Y 1"'1 i • 1 TAPCON WITH ADVANCED T-SEE SHEET 4 FOR TYPICAL I t REVD. t h: it i� it SII 1 '1, .,' 1 3± Mfn.PENETRATION OF THREADED AREA INTO PLW700D �� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ',' I ' I. .+._..._1 WALL FINISH L.,,-.":I.�,,_};i 1, ,.,; (SEE SCHEDULE ON SHEET 15 1/'lLIN.C'Ds' _ —. EXISTING MIN.YX4" i PLYV000 RW/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS d 16.1 O.C.GAX,� �.THREADED AREA INTO PLYWOOD COMBINED.IN ANY VAY TO 1/2'MIN.CDX PLYWOOD REVD. REVD.PurwoOO TO BE WALL FINISH (SEE SCHEDULE ON 5HEEf 15) SUIT ANY INSTALLATION. R }iV WALL SiLL INSTALLATION EXISTING MIN.2 n4 STUDS 0 16"0.C.MAX.REVD. ATTACHED TO STUDS IN PLYWOOD TO BE.ATTACHED TO SC. IN ACCORDANCE ACCORDANCE YrzTH. WITH SECTION 2308 OF THE F.B.C. SECTION 230e OF THE 0 HV WALL SILL INSTALLATION •SEE GM ATIONS OF USE OF P( )HV WALL. SILLINSTALLATION F'e.c' BLADE'A ON. LET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) `ot;'``�T1 A. Ti4''•••••-..., 02017 TILTECO,INC. @ 2017 EASTERN METAL SUPPLY, INC. .,, P liBERTHA HVTM Accordion.Shutter System: ��,`'y� , y ? H,V. SLADE#1 W/OR w/0 H.V. WINDOW BATE •O f? '(ILLtT TESTING& ENGINEERING COMPANY American Shutter Systems. 1EV.:Rn DESCRIPTOR GATE DRAWN OW L.C. `"a' 7k' Association, Inc, 1 oLD 15-0115 107/27/17°Arc: •07/27/17 8355 rm.'UR,51. S1a.305,MAGV45 GARDENS,n000A miss 1 III' , "' ' . Phan.:(305)871-1530.Fac:(305)871-1531 4268 Westraads Drive 2 —�� "' eP �' S DRAWING Na ,�(/ �n, e-mail: 00067aa.eGm West Palm Beach, FL 33407 3 ,e RlDCYN.. =t�. 1 EB-000e7/s 1-T L 1 fT di.,/0j j �)A WALTER A.SLUT an.P.E. 4 t! I V P.E. N E DATE FLORIDA Uc..!44167 5 SHEET Ct - 6 16 OF 20 INSTALLATION DETAILS ON EXISTING 'WOOD BUILDINGS FOR 3 HV & * HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR 1— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ®ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE ATING SEE SHEET 19 FOR MAX WA`.FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1t & WORKING IN UNISON 1,,/ _ - -AS- EO 2'MIN. t/b"a TAPCON OR ,.XPi iT = r TAPCON WITH ADVANCED 4ScB`(Min.).EXISTING p r-i, -' i �'T --"7-----77: ` `.u"` I 1 THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. // Ir / i -!t EpGE OF APPLICABLE) I STRUCTURAL ADEQUACY I �.-� -.�;i y_:. W/ i 1/Y U .PENETRATION 1/4"0-20TRUSS S.S. OF EXISTING WOOD BEAM l if / i i • i i. OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY - • EXISTING WOOD HEADER. '-"-Min. MACHINE SCREWS REGISTEREDENGINEER '' / --✓ ..--.. /^'EXISTING WOOD t �;_. . (SF. SCHEDULE ON SHEET 15) WI 1/4`;-20 NUTS ARCHITECT 1 DR TO ,EO�-�T'--EO ��-_-__�:. ' ..__ , ... „-". TRUSSES OR , i -EO••-E. '""-CD 12.0.C, SHUTTER INSTALLATION. g i 1/2' W �,•• "' 1/2'�� RAFTER m 24" AcXltllJJ x 44---,,...- "-'T - f i r i µ...�� O.C.REQUIRED T _ `; • OR 1 9 TAPCON ADV j F-----,e... ... ,+" EXISRNG SOFFIT J.w tow.. ZC' CO WITH ADVANCED I II z yi , _ •257' THREADFORM TECHNOLOGY r ,,. f@ _ �Y� Haz. W/ 1 1/2 Mn PENETRATION �S F' rt ; �' 24 I I 1 OF THREADED AREA TO-. / , , EO, #14.3/4' �EO EQ �( ._.,;,,, ,1'x4'xt/B"CONT.ALUM:PORE \I/ y\ f I QPTYQNAI,. i I f EXISTING WOOD HEADER. / S.M.S. a� 1r�� 0 6"D.C. T ., 1?xt (3)S63t6 D LAG-76 ALLOY) TO ."5,!.....,x--;„:11-,„. , I (SEE SCHEDULE ON SHEET 15) i� (� or 1 or 1$ 1 • I 11 or 13 or 15 LOCATEEACH ERSCREWS OR TRUSS. T ice' I ... AT :—J I,,, - �1 ( tI111 1 MIMIC/TR OF EXISTING WOOD _EXISTING MIN 2'x4" I Q Ng- OPEN HOLE Al EACH Intl-" 9 11. I MEMBER.(2"Min.NOMINAL EXISTING--.-2t HEADER REQ'D MN.SEPARATION TO GLASS _ I T • GLASS III EXISTING I: i STUD'TO ACCEPT T(• I• )PENETRATION 2`FfiT. (SEE SCHEDULE ON SHEET 11) I GLASS--- -I5/16'0 LAG SCREW • xi VALID THREADED AREA.ATI FOR I g AT CENTER OF TUBE. I i INSTALLATIONS WITH 72661 t i I LIAR,A5.b.DESIGN LOAD ANT Mf4�' EXISTING i To iAsS NEE Vt V-0"MAX.SPAN.THIS 0 HV WALL HEADER INSTALLATION Ivasaits�ET mss—=; To t INSTALLATION IS ONLY VALID --I1 LCR EANX rDAm # LI 101 C gar FOR WOOD W/MIN. SPECIFIC I co 511QT 18 FDR OR j wan RICES(DAV I cw SHAT y0 Fca GRAVITY OF 0.50 AS DOUGLAS t14IEs, RAnFs01& 'h,_. I FAADESOj&AS A �.'� # FIR OR SOUTHERN PINE No.2, 1-5E6 SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY I I i„_ 0GR OR EQUAL. 2-ME SANE SECTIONS CAN BE COMBINED THY CEILING INSTALLATION HV ,EIL NG IN ALLA •N R3 ANY WAY T4 SUIT ANY INSTALLATION. I _ _.._'�` I f 1 do a�Ass IT-11-1--- 1- h OR 0# I E MIN.SEPARATION TO GLASS lJ MIN (SEE SCHEDULE ON SHEET II) I- EXISTING, 1 ;E 1 r 1- x` SEPARATION '{�-i7 -•�� GLASS\\1 CN•S+EET IB Fat-( I ) TO CLASS EHHHRRR7{7{{ {jt :__ j EXISTING GLASS•---I 1 __”" 1 RNLSQ b( . ONESHEET IT) Ill I� 8 i {fl'I E YlAL1, '1 1 4 i :LOCATION \ti 3/e um_--�LTul. E%ISf1?IINNCRNtS/ (i lj. "� 4 _ tYLFIE/4�HEX -----11.1 .,--...`� 6 7 ***��� J/9 uw� ' .__WASRER HEAD TEK. {(�{ 2"x6'MIN.WOCD (�"(-n Mox. . . (!. DECK REQUIRED ' (3 OR".. 2"x6�MIN.W040 SCREWS 12`o.a LL 1 (NO FINISH I I DECK REQUIRED(NO Iia. v. ______...-- �iati ALLOWED) I.di i/'..`�,,,� 'I;{I = FINISH ALLOWED) `_____ T7... �12.IF i`--• !EDGE �_=_..` .»-. -- EDGE OF DECK -- - _"'-- -EDGE OF DECK d'I �Q IF APPLICABLE O^ F DECK IF ----- y APPLICAE3LE '" "' i/<"0'20x3/a`5.5. =_' r. . .--- e�'.____ APPLICABLE •„•_=_'.• 1\-/ 1 I i�I i ` 1/4'o TAPCON OR 1" `p_na.uPS TRUSS HEAD --"'T-=2-taw -- - V I "'� ` d LII I Min. .----- ,-- . •... •: ._...� -CON .__ ,-}`�"-�•...=-..-._ I I TAPCON WITH ADVANCED MACHINE SCREWS ^--f t/4"a 1'APCC)N OR TAPCON W1TN ATSVANCED�r ! I S 2"x4"COIN. OF THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS - THREADFORM TECHNOLOGY W/1 i/2"min. 2•MIN."'"'- f SILL PLATE f I i (Y/ I 1/2"Min.PENETRATION 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-/ r 1 I REVD. y 1 d7 12`O.G -2"IdLN. AREA I) OF THREADED OF THREADED AREA TO TECHNOLOGY WI 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE j i I AREA TO EXISTING WOOD.HEADER.(SEE SCHEDULE ON SHEET 15) '<, t I. III 4i' -j EXISTING WOOD HEADER. - SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET IS) #SEI„UN ,. s_a��F USE.FOR - ®HV WALK-OVER INSTALLATION - V HV WALL SILL INSTALLATION iiit)¢ST••t`s &A,1,s W{ HV FLOOR INSTALLATION. T 1! _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) e,�ji i ��1G ENS;:'•/S , a 02017 tILTE'CO.INC. COS 2017 EASTERN METAL,SUPPLY. INC.FX ��, •" ' BERTHA HV' A S.A. ccordion Shutter System __� , 1 LIE C O INC. ■ ■ • t.v r wE�1 w/ai w/o Hy. WirioaAt"E ' �! American Shutter Systems�� Y REV�Na DESCRIP110N DATE DRAWN 6Y: LI:. ` ".Q THIN TESTING & ENGINEERING COMPANY - 0�'•.A f��� ;"meq ,� G355 N.W.sem St.,5G:ons.vino..CARDENN.FLaMA 53i6C Association, Inc. 1 ow I5-Das —b7/z7/iz GATE: 07/27/17 {"' ORIOI+•. 44 Phone 1(305)8'71-1530.Fe.:(305)871-1531 4268 Westroods Drive 2 :, rr '•••......•• ,d .-moa:t)eeceoeeL00m West Palm Beach, FL 33407 s DRAWING Nq w%-.•• AL EXA',,...' E8-6006719 17-107 WALTER A'MUT J.P.C. 4 FLORIDA Lia../.44167 5 SHEET P.E. SEAL/$1GNATURE/DAT€ s 17 OF 20 END INSTALLATIONS 0 HV BLADE OR 0 WINDOW. BLADE INTO 2"x4" MIN. WOOD STUDS 2)W LON.WOOD STUDS REVD. 2O'M2.'WOOD "' 15.-'S16"11M STUDS REDID llitliallellMallffillialK, ne.. WOOD STUDS.—......4 ,„....- kre TAP= sminiamisismag ,,.App....0 \ ,,..- ARCM.?0 An.g., =CO STUDS. . Dram's WASS 0 _. U. PLTWOOO IF HO ... EXISTING CLASS i b‘ I., SILIDS EXIST. 2H., r CAKILND CLASS — ,10311" -I /. • a‘ 1/2T 1,14/1„... --#. -I, liEial I A: ..-. =.14:,.....J. ..i., It'.. tr---------e..;# ' TLIII" --•-::.!=•1• -,.....,, ,....PMATICt4 MK SFPAPAIIGN L;I:.,-- ---H.Tr..,- .....,,,,,..... ,rt.mni coL, TO cum FDX H.11'4.41A"'F.,:,,,ZIIHL'Z.ZLr.i.,?!.T.Asr.F..XL - ,,,,,I„,,,,,,, . XiSSLO.?-..4".SZ.:%M...*X' TAITHALE Dv 4irT ...._ ,,,,....., 5t: V Gtilr 11 KR DADEa'D.HAT1 tia'UN*'4"----'';-:41M-•lat-"i74FAST.,•*?'''''..M,"•S! ..M a's-C1 Tar SOHOLAZ CN acrr Th. ...0 1/1(Fxr 11 FCR WEE VAG .4F-M.S741.&,,F.XL.0.7.0,."‹.....-&,. SOUSSE CTI WEI It TON HAW VAATT . (GCSS)13)CONT. I 42," 1/r HoL.COX C"DF.°12'CR . 11 Fo%a.mEMAno lir Crt THOU 19 FOF i ALULL cum PLW•000.. EtAres 0 8 4:kti-/ CH SHIT 19 Mt 1 BACITSE&9 ! CAI WIT 19 FLA 1 emes9)*Q) ELACES OH 8 ' PLATE(LOWE 1/2T 11 1 2.LIDL AT HINER HOC FON . i f lu--, I re , i 1 , 4 •..,-.r Hot To%' '-..„--- ..,. poo/2-su.S. k ,..:4,.:______....„, ,.......traye.•.... la.-----.---,,- • L.... - I i • Ia. Oppes TAITICHL ANON TO I6 .1 AT IT at St..OtATV AT emect sor WO 1 OR 6" TEE DETAIL X'F.: aR -•—4 • 6 oR a. / SITE CONNECTION . I SEE DETAIL X FOR ; 701005)0 SEE . ID tp.o.o.a.co-s-aiy SSE COWEETOu TRACES Q..00.0-0.e..,g.0". LIEO.130.0.0*(4)443" SCE CONNECTION SU TMICS 0'6"12P•Ler.S.0.. 0,013.4)•a•t-t4.. ®•I'..-0,•• •0•go.' ®•0•11243).0•011. 6_4•,(1,..f.t.(1.41t-0,.. ®•0•4.-.4.•&•0•0.).• co-@•-o.43.‹,1-0.,,.. 0-@•••• •C...c.®•0.. ®,,t,•@4)•(?)•ti..&•• (4- 44.@.•®-43,.. @•(0..ft•@.0•@ 0•0••@•00:0.•@ @.€0,..0•113•,®.f...t.., 0.0,•,C1.0...0•@ ®•@..@•@.'.• •6) END CONNECTION DETAIL(1) END CONNECTION *DETAIL(I3) END CONNECTION DETAIL® END.CONNECTION DETAIL €".1 LHA 0.30.4. I,O REWIRED MIX FOR SPANS CHEATER DON 1Y-CIT /TTSS 2TAAT ION.WHOP 1 Hrs.TAPCON RE•AloRS ,/4.0.TAPOIN #10a1/2"SOS. —TTS f MOS RED-D 1W/1 1/XT IAN. 1',1191Z\ - i F2101105 DVSS s -- ( 005011061100 o ir 0.0. ,,,,,,,,na„,.,r.Q.c. rillEniliiIMIREIN NISIMINIMIMMINei I/2T MK NW 5052215))TO GUM MX SHEILLIE CH 94IT (4, 4 _ • SEE LIMITATIONS OF USE EOR BLADE 8 ON SHEET 19 tat ODUFLOION •11 FOR OLACCLHAND "...../ TO HASS(SFE : i 01 WELT ID FOR SCTCDAS ON HEFT i rig ! avEs(9.4 ,... 1 v2-.:sitiP _ r 11111.„ '' '''' ''''' '''___,:, _ CP A CR - AM _ ' / 4 , k„,.. OM 4.0 ' AU - 7 r WI.• (DOR(fe- f • "" =''''' "'"'t==trams-,,,....-..... ! al 00ca-:). 0i NRQt)11@02C404 VIEW YTOIL. OHOTTOTOT4., •4:4". 1.-.4.9'@•@•0..6.0.. rm.=woo. FINS. 'T'1..gTg'g'@.0*@°. PLAII 0•®•Ct- •Ce- €3)-(t)-0,-®•®•8- tO•Cc.ik,Owt.-t•e9 @• -0....t.€.*-0•11:t- 0-0-0•@-0•@ DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL69) KLi- __ _ _ 1 '''//i....0„, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone). k tk-`-...- -. 02o17 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY.INC- ; 0 AV:, ........ I " ‘1BERTHA HVTM CE/4,4%,-,..,..4.1-,,,,i / / ilLiEC 0 'tic. \ ..,,,,,. ; 6355 N.W.36d1.Sc.Ste.3c3.WILMA GARDENS,FLORIDA MISS A AIS. S A Accordion Shutter System H.Iv. 9.4:ED 13.-.DOC W/00:21.7::::0:01772:57 '„ Or 1 . • . ..: 3 ;.• 1 4 . : , American- Shutter Systems 6? i * MUT TESTING & ENGINEERING COMPANY cIalltIon,'Inc.°Inc. . REX.NCI DESCRIPTION DATE DRAWN EIH .LC. x. "V.T.40RIOP'.....4.''* Pflone:(305)mST1-1530.Fox:(305)671-1531 4268 Westraads,Blive 2 • , e- eE:EllecoOod.com West Palm Beach, FL 33407 — —DRAWING No --,,L90,'...........,.„. .., 01-00057•19 17-107 ----.`0IVA I_EXV?,,.* WALTER h.'NWT Jr.P.E. 4 FLOROA Us.#44167 5 RE, SEAL/SiGNAJURE/DATE . 6 . SHEET -0.0.14''�^fi: •• GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA _ _ Q W BLADE ACCORDION SHUTTER SYSTEM.WORKING IN 9, ` ©I (D�, (� (�`� UNISON WITH HV WINflOW RI aFP l:y Y" �/" `�" .Y` I.MTI.A.S.D.DESIGN PRESSURE RATING:+11D, - 110 p.,!. " ' _-� - ,' . ......, r.—, (....,,. _-_ -� 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7:AS WELL AS R \555 1 MOUNTINGS M,O.T,U h W ON SHEETS 16 h 17. 3 ��-d.�7 ONLY CENTERMATES 2 (BOTH W/yc•.)OR Lt.7)ARE ALLOWED WITH 2n1 'CJOA1�ST ARR�T/��C IN ASN OR OPPOSING IAT'OUT.IN CASE OF OPPO`SSNC Oo,®� a 1 rLAYOUT.p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF MI6 ®_I ' \ JJ''�� �J'� �j'� rj� J'� CENTERUATE. TYP ENO L 'r,} rF r} 'I r1 ,/„ •r 0 (.'I (_''1 (.'T Y.'T (_'I 5.(A)HV WINDOW©E 1 SE ONLY ALLOW A MAXIMUM OF 5 OPENINGS SIVA t�L .,D}IL�L J\hyE .\lli.CvL .LUItL 7� / �, �j u (3'0 HOLES)FOR +PER AlAT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS ,�� r y '`ry 0 0 '0 0 0 0 (B)MIN.CL.0 HOLE CE FROM TOP OR BOTTOM EDGE OF NV WINDOW BLADE G. ALLOWED AT HV n 1�U J/L 1 IVbpL ,VUyL 0 OF ANY]'0 HOLE FORS©SHALL BE 12'. WINDOW-BLADE© ',�/(J�'��j /(.�iJ� (C)FIRST OR LA BLADE COMING 0121 FROM STARTERS AT EROS MAY BE IN �i Vf/ C 0 0 0 0 0 0 (5)HV BLADE(1B © O III 1L MV WINDOW BLADE 1 MUST BE USED ALTERNATE TO A SOLID HV 01ADE i THROUGHOUT SHUTTER'S WIDTH. �� .. 0 0 0 (E)C RMEITH SHALL ALWAYS BE INSTALLED,AWI+.CENi i0 A SOLID HV _ .q iYT 0.. 0 ; 0 .� BLADE 1 A7 EITHER SIDE OF THEM. ,o 12 lllfffiii ��VYYLLL ie.. (F)POLYCARBONATE NV WINDOW 4+SHAD.BE INSTALLS)SO Tl1AI TABS FACE SEE END t• '� ' ,(}�,,� 0 (�+�\ ,(�s� �0 THE INTERIOR OF THE OPENING E NG PROTECTED.HV WINDOW+(_y1 MUST BE CONNECTION 3 eV 'I'T t') ('T, (;]' 3 2 ' (,1 L.J !. ). LI/, to L L.y ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS y A, �) '� A ' LS.O 0 lm. - SSS..lIP�� 1G ll� S.0 LL.GG O.f l./ INC. 10 Ec 18 TYP. W FULL HEIGHT.-"' \\ ,..�- 55 3R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS'INTO WOOD FRAME 1 1 1'g:4 BUILDINGS ON SHEET 15,AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES . R TYP TYP g1. 1 A 2 ABM). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS TRIO POURED —I T.. -I li 4 CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UNITED BY SPAN DESIGN LOAD(SEE NOTES 1 k.2 ABOVE). 'T" L L. l _ ' - 1® 8.MIMMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: 70(SEE PLAN FOR REQUIREMENTS) 1-6.-j CD � ON TYP TOP&BOTTOM µr )rQq pq .(D)_J J WIND ZONE MINIMUM SEPARATION TO GLASS. UNLIMITED WIDTH - 1 THRU 3 I' ELEVATION14N.SEPARATOR TO CLASS EXISTING GLASS {SEE sarDa..E.CN SHEET 11 FOaOC R EO) 4 6.25' -- ` Ab ON TF05 9-a-r FCA BADES(TTJ&(3 ' I // �� ALTERNATEOPPa§yING CENTERMATES ilia WI CXExTERIOR ONLY). \P \ l�`lI. nl � 'J AND W/ OR_.. SEE NOTE 4 ABOVE) 1 \__ \ \\r .9"'E.5' / //' — @1 `\\ AI TYP.` i -:ORA�5)ANND RMATES 21 7® /`,Ei '/.'L�-. / IA�A14j�1 I.' W/C (SEC NOTE 4 ARGUE) e,.> - ( ®'""S' I l PLAN \� qa // TYPICAL ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA SHUTTER* _-- 7 Jo cv,— - //4/`'., 02017 mrecD.INC. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) • • ©2017 EASTERN METAL SUPPLY, INC. \CJENSF•"''9 BERTHA HVTM 3 :`.°'..-*--- .=: / Accordion Shutter System S *: I IPL I E:.0 O I N C. A.S.S.A. H.V.Bi1RE,,1 w/OR W/o RV. WINDOW RACE >Z TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems ICE No DESCRIPTOR DATE DRAWN BY:.L.C. i 7. Of, .FL $' f't--,``+' 6353 N.M.DAIS SE.6LA..A5.NFCIMU GM5545.FLOWS.33106 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 nRVD �t> T• Phone:(305)671-1530.FOR:(TOS)871-1531 4266 Westroods Drive 2 DRAWING No r P e-mol:1ILAeoBoALoom West Polm Beach, FL 33407 s ' 0NAI E3-0006719 7 Ss� t1� .1'' WALTER A.MUT Jr.P.E. 4 / 1`O7 P.E. SEAL/SIGNATURE/DATEGFLORIDA uc.A+4167 5 SHEEP 6 19 OF 20- -. , tJ2x 0035 THICK r' INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.000 A+pe-- -{Min._. VARIES . Min.ASTM A-653 GRADE 40 —{ o Ma,.0-60 S AT STEEL i 2 MaK. I INTO METAL STUD WALLS oMaar Fr;EL I bum.METAL STUDS AT tb'O.C. w (ED yN -•-,--• i 0 6.0.c. 44 m"-'09'�� 4�3�a 1/4 w NOMINAL. v.•-6 rnru turrMn rn°a 1/2" 575 f n ti'""'" W W , - •.. T( 'hi r-V *. 'GENERAL LIMIT TIONS AND CONDITIONS OF USE ALUMINUM SLEEVE / ovai 7. 1 » ` pox----� FOR BERTHA(1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L1 3/4'x 6 1/4-X 0.035•Teslac/An. / �' mac- 114! i.,, _ SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CAW.STEEL TRACK CHANNEL. ®6"O.c, 62 6`O.C.^. N - 3.000' ASTM A-653 GRADE 40 Min.0-60 I ;,� r. xx+ SEPARATION TO GLASS SCHEDULE 8 ____Max.�_ GALVANIZED116 FA>TF.NE9 TO STUDS ( (�-' • 1, MAX. R.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(2)d6.t/2'TEK SACC ON EXISTING FINISH 39 �( z INTERIOR&EXTERIOR FACE I AS APPLICABLE M H 2, MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM r 'rurrcunururunnrnurrup ,, r ASTM E-.1996 SEPARATION -I ax LENGTH A I" EXISTING GLASS..- MIN.SEPARATION F 3. ALLOWED MOUNTING: MS ON' THIS SHEET. TO GLASS TO GLASS 43 1/4» -20X3" BOLT (SEE SCHEDULE) / 43 n 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T THRU 3 1" (TTP-) `vMUST PENETRATE 3C 1' WITH 2t ARRANGED A SY METRICAL LAYOUT, n USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.8 1/4,0.035'TwCK!NM EXISTING FINISH m INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373%1 [cow.[ALV,STEEL TRACK CHANNEL CAs APPJCABLE CENTERMATE. .I .250'- I- oso' a ASTM A-653 GRADE 40 Mm.0-60 i GALVAMZEO FASTENED TO STUDS _ tw/(2)d6A1/2-TEK SCREWS ON �� 1 '.T-'-` e INTERIOR&EXTERIOR FACE s oc 6 ,. F.I i/4"W-20 THREADS o cr i_� `. ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR cip 1X4"0 ELCO CONSTRUCTION • 1 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAR—LQK HD I.r. 6r• • /2" 141"./6", 1 1/2'.0.030-THIac " :::.V&RES _j 0 6" 0.C, .f Min.ASTM A-653 GRADE 40 ^';,.2.Mo)i.-1 COMPONENTS Min.G-60 GAYV.STEEL i" -.. METAL STUDS AT 16.O.C. MIN :::,'"h:..•-;..•;i MS WAhL. HEADER/SILL INSTALLATION, EXISTING FINISH AS APPLICABLE SCALE: 3/8•= 1" lr , '� --_ f V ( TOP L &BOTTOM) S A35`THICK Min. CONT.GALV.STEEL y exec x;b EXISTING GLASS EE -J- --j r i 1 Vet 6 /4 z 0 d� � i 0 ASTM A-E53 GRADE T40CMin.CHANNEL.-60 S(MMETRYCAL • ; { SYMMETRYCAL •` { ( i �' GALVANIZED FASTENED'SC STUDS O ri T ` W/(2)dEwt/2`TEK'SCREWS ON 1 1 - MIN.SEPARATION VARIES �� •:.:::. 11 CENTERMATES Wf ' { r ESGLASS 2' CH OU Moir NTERIOR h EXTERIOR FACE TERM W (SE LE) I it CEN ATES / • 1}I „EXTERIOR ACCESS SIDE ; ..INTERIOR ACCESS SIDE I i [....„ .ii, .ci, '.n`1 A {N .�i(6 Mtn) IN ~�.- ---- —---.- 1 � i2. �.1I ._......._ .._._._.-- =.N --_.-.._._....._._. -_ 1j - \ - ....-._....._.�._._ C�ilk`� 11 _TME_ _- _I --. -\\\ __-..-__t \VI I R (2)42 �, Nz..--__;__ Z1 Z•I_- `4,F.--,-- .0 r_ ..-{?Di- - - .�� C LOCATED AT 1 / I j HJ HEADER/SILL ENDS i _ :: . � .r / ,._ - - � — VIEW Y L„ 4!r (6'Min.} ;IV777 I SIDE CONNECTION TO TRACK �/ 3 i/a (TYP•) 6 I/2"(TYP•)--- 1_ ....7•.._.. _ . I.- 7" 6 1/2ik "MAX.SLACK **-._...._� (00") HVA HVR BADE SLACK DETAIL HVF' HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 11Af5 k.'7'k . 02017 11LTEC0,INC. 692017 EASTERN METAL SUPPLY. INC. NiV i.`�c--ra---..i r,r BERTHA HVTM ,� � = SSA _ ' / I i.I E C a i INCN�. Accordion Shutter System ■ ■ ■ ■ H.V. BLADE#1 W/(1R W/0 H.V. witapoW wee * • . JAt> I'fir; TILUT TESTING & ENGINEERING COMPANY Amaricon. Shutter SystemsREV.No - DESCRIPTION DATE DRAWN BO. L.C. STATE DP 6355 N.R.7615,.St.,Ste 051.RI QNP GAR0055,.FLOROA 33165 Association, Ina. , OLa 15-080 67/z707/27/17'DATE: 07/27/17°SC Ay Phone:(305)871-1530.FSA:(305)871-1531 4268 Westroads Drive 2 • • K7 •��� e-mea:FItxoO.oI.comDRAWING No West Palm Beach, FL 33407 3 17-107 �tC•.•'�ZQR10?'•'r'1�,e E9-0006719 . ...t",,,,,..,, ------ ti.*.e,, WALTER A.PLUI Jr.PE. A . P.E. SEAL( A(Ef DATE FLORIDA Lie.d 44167 s SHEET 6 20 OF 20 BIERMAN RESIDENCE 6667 ALEMENDRA ST RFC�tVFp FORT PIERCE, FL 34951 6•4 ?OS Per SEPmlttin St(0e COU ty ent OPENING WIDTH HEIGHT #2 82.25" 99" #6 33.5" 57" #7 33.5" 57" #8 124.5" 68" #9 105" 83" # 10 82.25" 83" 0\1 BIERMAN RESIDENCE RECEIVED 6667 ALEMENDRA STREET SEP 1 8 2018 Permitting pe FORT PIERCE, FL 34951 st, Lucie Coin gent Rear 1W-1 #eD LU o? • Front