Loading...
HomeMy WebLinkAboutProduct Approval R_E C9"F�'E�VED MAR 2 7 2017 PERMITTING " St. Lucie County, FL. a GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PA.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITON)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 REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHAD.NOT EXCEED THE MAXIMUM(A.S.O.)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 A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES C) BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. • GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOYIASIA STRESS FOR WIND LOADS WAS hm USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGC MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IG09.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,10715.01-03,#1004.01-05.#1214.01-05. 80317.02-06,10609.01-10 AND 10210.01-11,AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE 1711 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2 &3)& 11220.01-10 AS PER TAS 201,203 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®10505.01-OB AS PER ASTM E-1885 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1.2. 3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADEn AND W WINDOW BLADE. © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITA71ONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USLTI AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATL• DETAILS W SIIEET 8 STAINLESS STEEL SCREWS WITH 1350 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION A110Y AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 WAND 35.7 W FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN IL•S SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 5D ksi MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE de BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FON ANCHOR SPECIFICATIONS:KV BLADE U: 12,13,14.15 A14D 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&(a WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION sHU LER SYST TA DEARS A U.S. PATENT 16'779,582.COMPONENTS OF THIS APPROVAL.ARE COVERED, IN WHOLE OR IN PART BY U.S.PATEI4T 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE ICN ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAT./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST HEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(1)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _- 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (G)THIS P.F..D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. 1111II FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. l/�IEii� ©2015 EASTERN METAL SUPPLY.INC. ` lGM ` � _ . BERTHA HVTIA Accordion Shutter Sy stem sA■SS■A. HV. RADE#1 W/OR W/O H.V. WIN ON R NX .--a. /i/"'- = American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L p.. $ �`)f� TILL17 TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 OF Z 6355 N.W.361h.SI..Sts.305.%IRGIMA GARDENS,FIORD&3316 4268 Westroads Drive z Pn.I (.1051871-1530.F..:(305)871-1531 DRAWING No, N:eeEEI-OOOCaa.d.eam West Palm Beach, FL 33407 3 WADER A TILUT1Jr.P.E. 4 15-085 P.E. 5F.AI� If AATURE/DATE: FLORIDA LIe.q 44167 5 FI' ET OF 20 .3•r FOR WIOaW MADE CA 1 VARIES 1.491' y/ •'(,• n _ 1_918__ �6• o cMo.. c) 1.200' 4 5a• .090 IIa7 I I'1 0 4.3711 I-.._-.._ 4657' ______.__.____4.999__.______' �9 �l�• �5)HV 90'/1 SO' STARTER (1�HV SOLID BLADE 31HV UNIVERSAL FLOATER =r7 6�' J CJ QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 \ QUALIFIED FOR USE YJ/ Ilv BLnoE(i) SHV DIRECT MOUNT HV BLADE()) @A HV WINDOW BLADES 6005-T5 ALLOY AND TEMPCR QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BEADF.(1) ® UUBS-IG ALLOY AND TL'MPL'II G063-T6 ALLOY AND TEMPER _ .;1+2y' ... 1.500• 085• r• •of .994' 67 1.000• ry _7,556____....._. n _ l :8M12 .6/U' 2.226- 072 ' 15• 2.092' 'I......:.: . . HV ADJ• ADAPTER W/LIP 4.4.5g' - 1.375_, ^0.072• 0.072 920 1_ ^ QUALIFIED FOR USE W/ HV (8)HV WALK-OVER TRACK -_ �6 HV ADJ. FLOOR TRACK BLADE`j) QUALIFIED FOR USE W/ HV 19)HV TRENCH TRACK ,G- _� 606.5•T6 ALLOY AND TEMPER SLADE 6) QUALIFIED FOR USE W/ I IA OUAI_IFIL"D FOR US'E W/ FIV 6OG3-T6 ALLOY AND TEMPER BLADFuONLY. �10 HV RAINGUARD BLADE Q) 6063-T6 AI.I OY AND TEMPER QUALIFIED FOR USE W/ I IV 6063-iG ALLOY AND TEMPER N VARIES x:93¢". 6063 T6 ALLOY A1D TEMPER t' t.91 0 _ BLADE rMui:�- VARIES_-1.976' fl __ 1.917__ , �. i ,T-- ...... �1 0 •I o .083' 4..083' of .08.5' _+._093: �I 093_ .093' of n .12r� rvI Ir .loo• i 060' nl o _ -•o� _ ___ Y.. _x.093' 1 :060•.. J ;fi70 y3 .00A' .0110' bfr °I 1 A N 670 1696 I 670 • ...1 u •1JIS 5 0'_ 3.529• 1 HV HEADER SILL •--` (111 HV CEILING HEADER / EV 113) HD CEILING HEADER/SILL OokinE•D FOR USE W/ [IV BLADE(1)ONLY, QUALIFIEDo603�•T65AL OY AINoB�MDk )ONLY -UUAI.IFIED FOR USI! W/ Hv BLADE(1;; (14) IjD WALL HEADER/SILL SEE SEC•I'IONS FOIL VALIDITY. SEE SECTIONS FOR VAUDITY. QUALIFIED FOR USE W/ HV 6063-T6 AI.I.OY AND TEMPER 6063-T6 ALLOY AND TEMPER. 13LAOE(11ONLY. 6063-TG AILOY AND TEMPER j T, -I r COMPONENT A H T1 T2 i % Y - It L MN%MN Y MN t 2• I- I 1• 6.062- 2' S'MAX. 1/8' 1/8' I � I 3' 3' 10.090' -� 2' 5'MAX, 0.192' U.192' _ _._�._-• (1 J SIDE ANGLES 6. ....___._._. ....... -...__... ..-- --.._.. STS QUALIFIED ITOR USE W/ IIV ALUMINUM ANGLES s' 2.5' 7'MAX. O.I90' 0.190• 'SII CORNER USE W/ QUALIFIED FOR USE W/ ITV BLADE.Cl OUALIFIED F'U�R USE W/ HV -- BLADE(1) 6063•-T6 ALLOY AND 1LMPER BLADE I ONLY. C1 2- S•AU%.I 0.139- 0.131 6063-TG ALLOY AND TEMPrR 6063-16 ALLOY AND TEMPER II FLORIDA BUILDING CODE(Non HigN1 Velocity Hurricane Zone 11111 7rll// Lo)2015 CASTr.RN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System . . . . KV.BLADE#1 W/OR W/0 KV. WINDOW SIAM _I<o. %�/ /N� = TILUi TESTING k ENGINEERING COMPANY American Shutter Systems ¢v.N 6EseRIPn6N DATC DRAWN er: N.L STATE OF (V` 6355 N.W.361K SL,Sle.303.VIRGINIA OWENS.FLORIDA 3316 ASSCCIafIOn, Inc. 1 D{D 11-192 1/131$ DATE-. 4/1.5/15 Phone:(305)671-•1570.rax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ;�p • FLOR10 •'\��� A-,NOII;uTire„1raal.cmn West Palm Beach, FL 3340/ s _„_......_ .� •., EB-0000719 15-085 FLORIDA Lc.9 44167 6 SHEET P.E. SrE'ftL1/�GNr1Y`URE/DATE 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 12." 4CE .CL .0625' HV Q), HV Q 41 TO BLAD I v . ---,L Tr- 0675 6. BLADE 1 &\ PG .11 ;FQ WINDOW ULAUE .0025- S1QE2I_"_ 25 W BLADE IA BLADE'S .0625-, 875' Y KNUCKLEJ 14V LONG RECESSED NYLON BUSHING g Nye O.nop_ (Typ) 39 HV SHORT RECESSED NYLON BUSHING RI.750., V,CL5 J-LAI PORTION. HV NYLON HAT WASHER (DOR U) --OF BLAPE­ 41 HV WHEEL CARRIAGE AISI 302-303 SERIES Y 44 ®R 375.' _j X 4I PI 750 X X 0.870"x3/15" THICK NYLON WHEEL. 2 7/8-MIN. KV WINDOW CLEAR 1! I 03.n 0.188"0 NSI 302 SERIES S.S. RIVETS SEPARATION I DETWEEN .0025" 03.7500 n 131ADE liV 1 3/4"ACCORDION PIN W1 #9 HEAD EXTERIOR OPENINGS NTERS, ON CI 3 C, / ; q J IN 7 3/4" ACCORDION PIN W1 #8 I-ILA ... .4 CLEAR BETWEEN TYPICAL —------ HV WINDOW BLADE AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ------ TAPS @ POLYCARBONATE HV WINDOW DETAIL OR or @ hIffi.NOTE FOR Pol YCAlq9QN IREMENTS) (DOR _bjE_IMPAC.T RESISTANT W WIN DO BAYER MAKROLON 3103 POLYCARBONATE SINS. UV--STABILIZED GRADE OR SABIC _j I MIN.CL CE HY P AT EXTERIOR BLADE KNUCKLE FOR L TO RIAnr.B( M INNOVATIVF PLASTIC I EXAM 103 RESIN Oil -IN REQUIREMENT (SEE NOTE "I"' ON SHEET 19). w low MR AOR ® FQCp_* (1) I-IV PIN C4) SHALL ALWAYS BE USED Al' ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR POLYCARBONATE SOURCES FOR(B EXTERIOR APPLICAML RESULT HV @ BLADE. TYPICAL SHUTTER ASSEMBLY MCAL PROPOFFIES SIANDARD N.T.S. v PIN @ O�Rj(?AT aETtTarcE (2) I-IV PIN @ MAY BE USED 114 LIEU OF AND ONLY AT ,OR BLADE'S KNUCKLE. EXTERIOR BOr1OM KNUCKLES OF HV ACCORDION SYSTEM W1 HV 10 CO.324"-\ W[CM wa%n y ASTM 0792 0.0.3 Ibf'.' 0.043-bf.' }L IunuNrA• BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHF.Fr 7. (SEE NOTE * FOR .0451L,r r 11 REQUIREMENTS) TYP M TENSILE MELD SIRIBUTh AST161 DM SAW P..i 9= FIMRAIL SM04TIl AT WELD &%w OF 12.WO F..L I3,4W p..J. (3) 14V PIN (g OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER STAT PER DETAIL.. X. FLEXURAL MOMUS, ASTV D79NO N0.000 P.O. 3-S.Ow P.O. <05 SHALL BE USED FOR DIRECT MOUNT INS NOWNED I= AM D256 III IFT-Ible. 17 rNEU UMNO M�R� SHFE1 SMOKEOMrf ASID D2813 471 9 1141 X LUX WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT PAW. OF'66W:a 66W: G AIM D635 C-I VASS C-i CLASS T rAII10.4 ASM 01921 low•r v110 WEATHERING1. ASTM 0155 TENSILE SIPENGTII Anal WC&MIERW ASTM 636 9301"i. M40-1. (1) HV BLADE SOLID & I(A HV WINDOW BLADE DETAILS TENSILE STRESS BUORE WEATICUMC ASUI 03 . 411 Pa I. - MM_.L N.T.S. ...... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) (1)2015 EASTERN Mr.TAL SUPPLY,INC. BERTHA HVTm Accordion Shutter System N' /M LrE C 0 1"..I\ A.S.S.As KV.BLADE#1 W1 OR W/O H.V. WINDOW BODE American Shutter Systems BY 4EV.Nc DESCRIPTION DATE DRAWN . M.L. =.a* TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13/15 DATE-. 4/13/15 TA .11501.St.,St.Ja5.VLRCI" RIDA 3316 6153 N.W. GMDENS.fL_ Ph—;(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRANVINC No . West Palm B It:tilt—oci.1-M each. FL. 33407 3 ...... 15-085 X WALTEH A.TILLIT J,P.E. 4 01VAL VA FLORIDA 1.1c.f 44161 5 SHEET P.E.'iAVGl(Idy"U%'RE/DATE 6 4 OF 20 i?S•���?��� ° �„�•�L��° 3 �a *NOTES ON HV LOCKS AND CENTERMATES: e c o �'`E1 u N s r u I 0 •1.1 p1Q�:@ 1 MANDATORY CONDITION/1: ONE HV LOCK&or j�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Jx I 'dr,5_0 OR 12"ABOVE OR BE44UW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(42y or p MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(21)OR CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.L6 o,l4j°, 1 •.. .t3,� 61n � LOCKS 5 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV-, Iv / �,'� _ F LO 1(-2 SHALL BE ASN DILATEBE D ON NOTE AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES�TJ LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. j oD-NVD / 3, OPMONAL CONDITION J9 OND ONLY WHEN MAJDATOITY CONDITION #1 OR LIMITED MANDATORY CONDITION 02 IS USED W/TWO H.V. LOCKS): LOCKING RODS 0$ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY R4�ore�t9YOR 6OR(SO)'Os BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�5 OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.uAuOATDRY CONO(RON /2 ONE W LOCK 1_2`o 651 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ,�• AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 42.or 66 SHALL BE USED AS AI OUTSIDE OR INSIDE LOCK, ° I ATTACHED TO Q CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS�S IN O AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SIIALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. r� ��60 Dot: S. FIRST ALTERNATE TO MANDATORY CONDITION 11 VALID ONLY FOR HV Locx 20 W/SYUMEZPoCAI CENTERMATES Qty a�'T 1�;h' � SS OR 02: ONE ALTERNATE FN LOCK 26 MAY BE USED IN LIEU OF HV LOCK 2¢or JS FOR ANY SPAN AND g51L-(A64 Y� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK QB MAY BE USED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT - RUr' k3 Ngo HVD y_ OF 1/4'0-20x3/4' S.S.THUMBSCREW TO Q,1)OR Q?CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 _Ss. � i I C$. LOCKS AT 1/3 OF SHUTTER SPAN. G. 4C►NDATORY CONDITON•t�FOR KEYSTONE MOUNRNG INSTALA710NS; ONE FN LOCK l24 or Q$or 4tO SHALL BE \ I 1 I USED AT•1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ' I J TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or 4'1 or @ MAY BE USED AS AN INSIDE OR —� OUTSIDE LOCK,ATTACHED TO 2L or 2Z SYMMETRICAL CENTERMATES W/'(2) 1/4"-20 x 1/2."LONG FIAT HEAD S.S. SEE ENDj M.S. LOCATION OF LOCK SHALL BF-AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0p W/09 CONNECTION 1 � OR 6S TOP AND BOTTOM IS COMPLETELY MANDATORY. DETALS ON D r C H I J K L Y P 0 A V W X SHEETS 10 S 18TYP'HEIGHT FULL I ILS. *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 RFP A.D ALTERNATE TO 46SCONDITION ORY /1 VAUD LOCK D OILY FOR HV'T- *b go CEMFRMATES QA AND --•-- -um>witmmmN• .. ...... -•- CENTERMATE ONE ALTERNATE HV T LOCK 0,�MAY BE INSTALLED IN DEU OF HV LOCKS Z'6 OR QS FOR ANY SPAN AND ��onQ.�m;s1•/� OA�$la i0 ,13)oH INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 'U9, Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT L.- `l U �-- OF LOCK 130 INCLUDES USING REINFORCING LOCKER R_/ AS SHOWN ON SECTION ENG, SHEET 9,WHICH MUST BE (1p�.t�DxC(j�.[t�ox11�1•(lv51w --•----- CONNECTED TO CENTIERMATES @ AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8.0 x 3/32' WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAI OR 12" 6•Q)•`�w�6�•l��+`$;m MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. �5)•Q�°P L�+h S�oA(-8,1•�17)on (8;•`e}m r\:9�•iLs)a�9•7 jo4h�j•bAl *NOTES ON HDLOCKS & CENTERMATES: 1. ( ( i : ONE ALTERNATE HD LOCK(3,j MAY13E USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS(y OR I2 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 54�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(i4)TO CSS IS W/3#8 x 3/8" F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT ED AS SHOWN ON SECTIONS HDB-H%4 AND HDC-HNC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS Cp IS COUPLETELY OPnONA- FLO IDA BUILDING CODE(PHI on High Velocity Hurricane ane A.'('( rr/i�r 0 2015 EASTERN IAEIAL SUPPLY, INC. P �4/T�,,, BERTHA HVTM �\CE�'—�'�� A S S■A Accordion Shutter System ■ ■ ■ KV.BLADE#1 W/OR W/O FEV. WINDOW BADE American Shutter Systems CV,fft DLSCFIPHDN DATE DRAWN BY: M.L STATE OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 01.0 11-192 4/13/15 DATE: 4/13/15 �•• :�'` 6]75 N.W.3Gtn.51..:te.3D3.'ARGON GAROCNS,fLORDA 7]14 4268 Westroods Drive 2 ., PAona:(305)871-1570.FOK:(305)971-1531 DRAWING No RI : .—WI:tilt...0.I—m West Polrn Beach, FE, 33407 3 ����ss/LANAI E ..`` WALTER A TLIRIJr.P.E. a 15-085 P.E. ' 'Itlu A'11RE/DATE FLORIDA uo.g 44167 6 SHEET OF 20 UNCRF7F.ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK (SEE SCHEUULF.ON REQUIRED f-1/4'o-20x3/4' S POURED CONCRETE , ( SHEET IJ) _ CONCRETE ANCHORS CONCRETE _ ),._... f0R ; (SEE SCHEDULE ON I W/1/4'-20 REQUIRED \ __ CONCREIP ANCHORS ( 17 18 R©A ttvEtONE(EEE UOUNRNG MON SNELT/) ; '� SHEET IJ) NUTS D 12'D.C. I^ /1 (SEE SCHEDULE ON SIIEET 13) �/ I � Ain. � 1/4'0-20J/4'S.S.2ORL4� EO MACHINE _ //M_ EU•t r- USN /I2NU15 MEiQn. Q 12.O.G. E.13.4 �`/l 1/2// I -.250'Max. I /I/ _-Z 1 aR /f /,- r. .13 OR 1$ 13 15 250' 0••/ I 71� - I I Ir Max. .750'Max. ; / 1 J /I OPTIONAL i 1 ';i i / / i J' '-OPTIONAL • 1 / i Eft. f TO CIAs n(SEE ft MIN.Sf,PrJiAitON TO QVSS i" t TW •• (J jOR h T♦ I tlt i• EXISTING..._--'(SEC SCHEDULE ON SHEEP sl o , W 7a:f 19 Ft31 I 1 "� EXISTING arOFILIDel1�7 i MIN.SEPARAIIDN 10 CLASS i ..- ._.—_.. �•— GLA55 ( LI -(SEE SCHEDULE ON SHEET 11)- 1 ; .._._... '1--.'-_. . . . EXISTING cross— I; �C�HV WALL HEADER INSTALLATION A; HV WALL HEADER INSTALLATION •�• - (Ei) HV WALL HEADER INSTALLATION + KEYSTONE 7 F -----------I .-...— MIN.SEPARATION IU GLASS �1 E%GL/SS--i ,4,L spµA I - 1 OR /1 AI♦ II t i 1O r%ISTINC_ (SEE SCHEDULE ON SHEET II) { 1 m am ra -� `. I MIN.SEPARATION TO GLASS GLASS it f�T OI/tt a,"aN to Hut t11 SSCHEDULEON SHEET 11) t SIGF.T ti i :tl t� . avas(Ddt�y I I 1; EXISTING ; ;� %f//{/ i./'-OPTIONAL CUSS-._. ' %/ !'O%. ,/ I \ i i i i 1�a•J I / 1/4'Max. /rr // l/.'_ t-.. Mo...OPTIONAL ( @ E. U•4 I i i i i i /f 1/2%� 19 13 of, _ IL 1 EO EU J 111 ^ '120R 4) I .: / _1/4'0-20x3/4'S.S. / /� 1 Min. / %�/ t / -� I '-EQto�. PHILLIPS TRUSS HEAT / / f t1/4'0-7.0x3/4'S.S.PIIILUPS - / LCONCREIF.ANCHORS .TRUSS HEAD MACIIINE SCREWS 17R18NMIIINE SCREWS USINC � -• SEE SCHEOUIF:ON-f,UNCRFTF,ANCHORS ) 1/4'-20 NUTS O 12'O.C. ( W/1/4'-20 NUTS D 12O.C. (SEE SCHEDULE ON SHEET 13) /` 11POURED CONCRETE- SHEET 13) POURED CONCRETE J �� OR REQUIRED EI"F:BLOCK OH CONCRETE BLOCK —�-'--/-' REQUIRED WALL REOUIREU 1 (()9NCRETE ANCIIOftS CD1 HV WALL SILL INSTALLATION / (SCE SCHEDULE UN ;,F)HV WALL SILL INSTALLATION _. POURED CONCRETE ./ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (E. HV WALL SILL INSTALLATION NRU_ETRS014aM,1PON OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER k E.U. :.EDGE DISTANCE F- 11 E UMITATIONS OF USE FOR 11 H V B LA D E ASSEMBLY (SEE SPECIFICATIONS CN SHEET 13) ADE CAA)ON SHEET 192-MOUNTING SCCnONS CAN BE COMBINEDIN AMf WAY 10 SUIT ANY INSW IFTON. IIIIIIIIII FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `````����R••:•./4�/ Y� ©2.015 EASTERN METAL.SUPPLY,INC. ss�?.•�,�cErvsF•.:'�-,, BERTHA HVTM A`-- AS S A Accordion Shutter System /TIL ECO N C. . . . . KV•a g E#1 W/OR W/0 FIV.W DW BLADE =Tt; //� / *c American Shutter Systems A• �r f _/.( = o EY.N OCSCRI-19 DATE DRAWN Qf: M.L. TILLIT TESTING k ENGINEERING COMPANY �. SATE OF :��� Association. Inc. 1 OLD 11-192 +/13/15 oAtE: a/13/15 8351 N.W.]81n. 5)Ste.353. .TaxiRcim;(305)5,n.ORCA JJIG 4268 Westrcads Drive x Pnonn;(305)871-1530.Fax:(305)871��153I DRAIVINC No '4, F`'• ''� �.�� x-moil:tilt-dool.00m West Palm Beach, FL 33407 3 15-08L5 ] � WALTER AEB-OTOUJT Jr.P.E. ryA//q T1ILILA FLORQA Ut.8 44167 s SHEET P.E. SFJLLJ�I�NATURE/DALE 6 6 OF POURED CONCRETE NNCI IORS I-un.srN�nlXx+ I ---�1)OR (I-A'� I ��,j---(1� I "";GLASS -- CONCRETE \ (SEE SCHF.OULE ON SHCIS I3) I TO E O RIE EXISTING I I ' I sOt>xA.tE al s,F7 i GLASS--' s REQUIRED _ ti } -+n FEH BtWt mN+o I 1 7� I s[c 9'�l�ON- REI _...__. EDGE OF { w s¢Ef 1B IT, i¢ a 3 i SLAB 1F I aA06IV.Ii, ; r....'IS s .._ I .(� � I �. •4- APPLICABLE EXISTING - v GLASS i i' i i - i ) i i i{' EXISTING / ALTERNATE i!Fo �j// I ANcncR I I I —I I I cuss-/ I{ / [ LOCATION i i i i i I I I I ` r // / i I ��/ i'810.3/4"HEX WASHER HEAD . i EDGE OF /� 1 1 OR )3 OR 15 0 3/R HIND / . ItiK RETESCREWS tP 1 Y O.C. i I -�p, ��•/ ; �,i/�APPtr LICABLE N { 3/8 WIN. v ..-CONCRETE ANCHORS /y' ./,:Z//r/ L.•' // r2_6 / (sE'F.SCHEDULE ON SHEET 13)TLl E9 Eta/ / ✓ / / % ''•,I- ��/ '// SLGE OF I// / /�/�.. hXISTING I FUEL'OF—•'�� / ✓ ' ✓ /(/ /// r /F/ GLASS i I' ' SIAB IF i/ �1e2 1✓)• /./ EOR:):OF /1 �.+/ �: APPLICABLEI ,a�/% LAN.�NaATIw ' ', APPLICABLE / �•0,. _ �E.O.- T % r� APPLICABLE (POURED 1 r �___.•I CONCRETE] LST HEAD CONCRETE ANCHORS' { m IXASS ,�/ I E.D. SCE SCHEDULE ON SHEET I h SOE➢u[01:)liT , J I / 1 J / CONCRCIC / ( ) "I U o Nato rND I i ;� POURED / r -�I / 1 •- REOUIRED FLAT IIFAD CONCRETE ANCHORS IIEQCIRED 1 w 51LLT IB F,SN DOR OR (� CONCRETE RNP'IDI'x c'Jt (_ I i REQUIRED E. D.•----- �---E.O.•-- •- (SEE SCHEDULE ON SIICEf fA) (1j),TRENCH INSTALLATION. I VAUD ONLY FOR UP 10 •1.70, -75 PSF A.S.D. (.0 HV WALK—OVER INSTALLATION DESIGN SCHEDULE PRESSURE HV FLOOR INSTALLATION t G &FOR SPANS PER (G) HV CEILING INSTALLATION CXISnNG-J -"Yn,s0•ANAIiSN CLASS • ).................. CONCRETE ANCHORS .. .- —Lvr SO"tDom LAN. lxAss- .. (SEE SCHEDULE ON] 1/4T1 NOT ew,!)L7(IMCw W/ w alai N) I O- Istx°ALmn[-- a - — -- I I SHEET 15) Amman TI67aDr0@I on sl¢R IH EXISTING - TCONOLOG'CR 1/4.0 POURERS I ,1/4• EXISTING_� ' a EXISTING-'i .SVNNIb1 Ta W55 I1' ___!) CIAS5-{ -i.l. FASTENFRS TMRF*ANOV:W/ VAX. GLASS i N I C1A55 -rte yO¢y,A[yN s¢O Ill ,I 1 LAN.sTVNuiox TO I 1 0/4'MN.ENOCDUEM 0 6' (set 5067NDi ON IQ 1 O.C.FOO UP TO G'-0'SPIN AND �I� ,/\ afiC.FOR SPAM;LAROCR DIM ao'UP to x'-0'VAX A111-7 1/4• , 1 SEALANT AT OV11 FA L'R ICAO i 4 MAX. r/ // (ITV.)(SITE rrolE tt ON Sim n/ 1/z 1 L i r,p,,/ _•.- - 10x3 4-HEX IE, G.; 1�u1 UNRRwNsy /B ...._..-_I WU(. 1/ ! { 3 .... (3 ort 1 5 / ,/ : i{ I -T WASHER I IEAD './r rnIN.SrwNT�-�•��i,• I TEK SCRE1 f ..1 ._ I/ I' ! Ai 3/tl•/ O 17.O.C. ..: i' ,(14x3/4- IIT%IIrADJ' 2 �/ / _ %_ -.1 f Y 1 3 8• 4.i ••�'•P�.' �://�/�:/AY-20 7/4'ss us TrK SCREWS 0 9"D.C. 1 14x3 h'S.D.S. _ _ , 1 a• •,1:• /�� / CONCRETE ANCHORS 6 /] L J/ A / I� I t I / 'E•I� 1I�/„ U c 1 C. 1NT5 UH 1/4'0-20 5.5. M.S. i (S)'F.SCHEDULE ON 1 l'- O ,./ 0 9"0.C. /• Max. •• ��/ U.17'O.C. W/ ! NUT M J O.C. '"" - ,(/� r .. / / !T`' 1/2 / r I I \ tlO5I1 TO (O CORATK L j SHEET 14) / / t r / y' r J _... 17 OR 18 1/2• r I,. / / L�R/ `�'•' - 2.00' tnw(IEC/w1trvC EDGE OF /r` ' 17 JB I i ••.1:.. E.D. sou) / /✓{ �/ -SIAB IF I//� �/ p1A¢3/•)'r.H.S.O.S. MIN. POURED CONCME 4 7/LL•,/L• 1 7/R / / / APPLICABLE_�.(' CONCRETE ANCHORS `�• •..J , O 9'O.C.. r'." -. -1gWNEp / / / SEE NOTE 13(b) SEE NOW 13(b) i•' •'. / /F/•�-fE.O — POURED CONCRETE' (SEE sCHFOULE ON ON SHEET 1POURED CONCRETE ON SHLEI 1 '•• / /./. €p,, / OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK v ............._/............./.L_ ,L-.r- RFOUIRED HFOLIIRFD (Mj KEYSTONE MOUNTING INSTALLATION OPTIONAiJ PouOr.D / (K) HV WALL FLOOR INSTALLATION /�� HV WALL WALK—OVER INSTALLATION NA%WUM ASD.DEaICH PRE SIF E:N64,-72 P,T CUNt:RETT" '� UMAJU4 SHUMR SPAIN 6'-O' REQUIRED C j) HV RAINGUARD INSTALLATION t NOM, BE Nnir rOR COURINATION OF S llQNS: REMOVABLE VAIICN PER SHALL ' E. D.=CDGC DISTANCE ADJACENT TO AN OPERATLI.F.EX SEE IJMIIAIIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUITER (SEE SPECIFICATIONS ON SHEET 13) OR ENIR0.+4CE BLADE AI ON SHEET 19 INSTALLATION DETAILS W/ C17 HV BLADE ASSEMBLY 2-MOUNIING SECIMNS CAN DE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(bon High Velocity Hurricane one A.• @ 2015 FA57EM METAL SUPPLY, INC. BERTHA HVTM NSF�'�' ,1,.. -" ordion Shutter System NNDOW BADE 7LT:E CO M A S A Hvet American Shaffer Systems EV, DESCRIPTION DATE I DRAWN BY: N.L. !� TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/I3/15 DATE: 4/13/15 'a TATE OF ;'�a 6355 N.W.361x.Sl..SI,.305,NRGINN GARDENS.FIOROA 3316 Phone:(305)871-1530.Fox:(305)H71-1531 4268 Westroods Drive 2 DRAIVING NO ,-moa:till.,C.Ol•¢om West Pahn Beoch, FL 3340% 3 5-085 ,,NSIONAL WFFLLORmti V,,-.#•]14167 5 SHEFT P.E. 5`NCYSIWIURE/OAIE 6 7 OF 20 SEE END WALL CO C IONS O SHEETS 10 & 18 SEE NOTES ON LOCKING RODS J®.HV LOCKS Q.'o Ol1T 90' IN �—EXISIING GLASS INSTALLATIONS W f (1) HV **AND ALIFRRATE HY LOCK 0 O SIIEEr 5, r BLADE W HV CENTERMATES WHERMAIES APPLICATION;PITH 01AOE0` �`"®°R©•O] °a eO° 10'�" OR SEE END WALL CONNECTION EXISTING CUSS DETAILS ON SHEETS 10 & 1$I 2'x2'xl/8•x0'..2• I @.@-@.@-@.@ 31/4• _ 7" ...._- G1/2—.. ._ 7• (6063-T6 AI.IOY)ALUN. OPPOSItJ,G, I SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2- rn Q2•® I ANCHORS 10 CONCRETE I - I CENTERMATES CENTE MATES• (rov/eotloN)k ,.. JIDx3/4•S.M.S.+0 12• MIN, LASS I (<)g1o.lpi s.Hs. ro TURES i / D.C.TUU_LENGHr. W/ HV LOCK 124 or—e i W/ HV LOCK 4� or To cuss AT[ACIi ANCLF..(TYP)I I ( ESHEET ULE ONA1I) N IN � �`► 3 j -rAN \C2) (2 ~-" - ° (2)---- HVB HVC 10• 15 a 1©+©3 a 1©•O`a HVA1 a oa 6 ] a+8 ox 1 D• 3°R POURED CONCRETE oft EXISTING GLASS I CONCRETE TROCK WALL ©•O•Qw©+O] �®a—� T 10.05 as©'Oar(I/1.Q oa � .. I REOUI�iCD [STING �• SYMMETRICA CLASS 4 �* I N O'© O O'O 1AIH.SEPARATION / 8 don 19• 3 a 19 r 5 EXISTING t TO c1Ass :L— �•© �_© �_©_1 class a (� CENTERMATES L`EJ 15.0001©+18aO8 •�� ! ; r I 1 * (SEE SCHEDULE I ; ©�® I W FIV LOCK 6 DIr1TDNAL g g oa 9• 3 ox 19• 5 ON SHEET 11) MIN.SEPARATIOLI * _._...._....J._....(INTERIOR) ,,yy''�� w . I OPTIONAL ! (SEE SCREUULE I N \ (INFERIOR) ON SHEET 11) f I _—_—_�_—_—. ____ —_— ...._.__. .. _ �! �/��, 1 /ANCHORS m <� 7—fg� 1G•O.C.f'� VARIES`tel �7.� J�• � �� rte1:3 '�5' * 71 a �� OUT 6 1/2•MAX.SLACK 1 (EXTERIOR) V H V F** HVD oUT HVE FLORIDA BUILDING CODE(Non NIT Velocity Hurricane Zone %o111111111Floll, 0 2015 EASTERN METAL SUPPLY, INC. P .. BERTHA HVTM EN S S A Accordion Shutter System I L E C O 1 N c. ■ ■ ■ ■ TLV.BLADE#1 W/OR W/O H.V.WWIMM BLADE TICCIT TESTING x ENGINEERING COMPANY American Shutter Systems IEV.R DESCRIPTION DUE DRAWN By. N.L. fiJ!]N.W.]ON.51.St..JOS,41114TNN CNIDD10,TLOpiM]716 Association, Inc. T OLD 11-192 4/13/15 DATE: 4/13/15 -o'• STATE OF �= 4268 Wes(roods Drive 2 ^Ep� Phone:(305)871-1530.Fax:(305)971-1531 DRA'NINC No '°(ORIDP -�`4r 0-"m0:Ilf—OOW.c0'n West Palm Beach, FL 33407 3 15-085 j \ � EB••0006719 4 �i FSS A'��C7�� WALTER A.TILLO Jr.F.E. P.F../A� % A�t6 E/DATE ROROA Uc.P 44167 s Sµ8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATES 8 9, & LOCKERS at WZ In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 LAG INSTALLATION n HV BLADE IN 1"—C=Ic CLASS m�DcpsucN oaNL)rvr•,ms ur�aco ON Ecr e, W/ HD CENTERMATES -OUT (Lp�� AS WELL AS IINMiRSN FIDAnNO DIADEr MAIL HOO-HVU. ®"'®"•©'Opp=+e.(Q.�V• IKOICATED ON THIS SHEET,MAY OE OS(D WON 1(IIS ALTCFNA I 1D•�d©'�©'©° IISIALAI VITAL IN,vmvnl IN TN6 sxrer. SEE END WAIy CONNECTION.-.-. ➢ETAl15 ON SHEEIS 10 Ac 18 j z•.x'.+/n•.0•..z OB•�8^,O9•®a 1®•�5 ...01535 (GOW-T6 Au01)ALU0. 4/n' �I�•® (u'oT4u> (o noxa) •, WQE Y/(7)t ID OONMETC ANWOHS EOEiE ...__ •-----___— .._ ____... ._--_. — __.. _- --... (InP/ROROw)k I x's.us.ro mRE-I /floc/4-s.us,o Tz' ^ H N o.c.IULL ul+cxr. * O V. )N O v. < IAN.anHA n AT FAW NIQE.(71P) ( „ IN •....• TO TAASS /1 30 HV T" —_. PINS(IYP.) / — — 7 3/A. 4V75(TA.) •• 1 N pa sncanc j LOCK (INSIDE) r 1O —f-1_.3?t�' _ / 1 aiMT o , 29—..---•--'-.._.. _ 31 OR 32 31 OR 32 \1 ORC2� 1 1 _ ``31 ORC32) OUT U I 33 U U U U gg ;' _.1/4" 0-20 X 1 1/2" S.S.M.S. *sEE(TOTE G fOR IN LOON®, * W/ 7/8"0 x 3/32" WINGNUT. (OPwNN.) DH B—HVB OUT �C—IVF •T•Loch,ON sNEFr s. $YMM.FTRICAL HD CENTERMATES ©0 HV "T' LOCK (OUTSIDE)- 28 SYMMETRICAL HD CKNTERMAT S yJ/ ` LOCK (EXTE 1911) W/ Dv LOCK (JNT All t SanES 0444 NUUINNI HVG* (2074-13 NLOY)LAP E RNME THIN SHriT NUMRT.PART T cera, @ AS LOWUFACRIREO R/A%DEL CHIPRY IFXIORI1.PNt'JPPM.NCW JERSEY // ©�O•©a©4O•®O• 07054 OR EQUAL. `'„-•-_ ,(� —Q *•+LE NOrrs ON LOCIONO no(C 0 4 NO 6 LO W'I'M 5 : 3 w Nl IDN Mg--'SN Ax_MMw'OH uADEO HDD—HVD*; FLOATING STACK 11 FLORIDA BUILDING CODE(Non High Velocity Hurricane tone lik A:TI( �% O 2015 EASTERN METAL SUPPLY.INC. \r BERTHA��'; BERTHA HVTM TM �—ECOim,, A.S.S.A. Accordion Shutter System H v.BADE#T w/CR w/o H v.wINODW BLADE (TAT*?P'f /'`�c• TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems .R DEscmvnoN DATE DRAWN Nn M.L. •a' Association, Inc. ( OLD 11-192 4/1.1/15 DAIS: a/t3/TS •. CV SMS H.W.3G,n.SL.sI�5os,NNaNw QM ENS,F1D0DA 731G 4'G88 Westroads Drive 2 Fox:(30e)5T1-1531 DRAWING No �: O-mod:4lteeoaoal.DOrn West Palm Beach, FL '33407 3 ��//ass�ONALE � WALTERa.TILIUT1J,.P.E. 5 SHEET OSJ FLORIDA U,.d 44157 X. DATE 9 9 OF 20 T—�\ -••POURED CONCRETE _ POURED CONCRETE _POURE'U CONCRETE POURED CONCRETE.AL I� br ,/� /; OR CONCRETE _.. ',1 _ __J / OR CONCRETE f OR CONCRETE CONCRETE OLOCH WALL OLOCK WALL REOUIHEU BLOCK WALL REQUIRED BLOCK WALL REOUIRF.D REDUIRED / / f / / EXISTING GLASS f/ / /" EXISTING GLASS CONCRETE ANCHOR/ MIN EXISTING GLASS 0 16"O.C. % , EXISTING GLASS _ ' / / 1__r ..J) ` f // IAN.Sa'MY•RQV r-� / / '�1{_..+• "/ 1!-✓-2"MIN: I / TO GASB(SEE 1 // MIN S�PAR(SEE `/ t I IAN. UASSSEPARATION(EE ,1 I / MIN.SEPARATION(sw ` / SI FOR ON 5141? / t}, ED,I I ED m Ti15S(sFF / / 11 roR 6ttADE t17N7) �°I�,ya�I(�LT f,t ' 1 ` salmu�oN(s��'EI SCHEDULE QY SHEET 1'16'x3'MAX. ON SHEET 19 FIXi / /F ,r +._..._ // / / 11 FOR L4.AJE pMD � � 11 TOR fkME pA1'!D 11 FOR RAM pr0A (6063-16)CONI'. IiAOFSQ&QI ON SHEET 10 rOR 1/2' _ �GN 11EET 19 Fqi (LOCATE AT ON SFEEr 19 FOR ALUM. CLOSER BLADES tO&Q twMES IQ& ® L4ADESp&® rLATE. (LOCATE FITHFR SIDE) -, AT EITHER SIDE MINA.-� \ OM 0) L I OF /I I _ I •USC I"OR 7.'MAX. 1/2'LAIN. ..._._...-.__.... IJ / I p10x1/2'S.M.S.__i' I _ ,_�--1�• 1� ______-/ (AS APPLICARI,E)x2•x1/6'x0'-2' 1ex1 7 S.\I.S; ,J - % 0) I6'O.C. ] (GOALU63 76 CLIP ANGLE 1 /J / —_-_ ---' "- (0063-70 ALLOY) AT LIIOHEIGHf.=' ----_- 6J 16'O.C. ®� (1) 810x1/2'S.M.S.70 p& / (4 ` r� 1 - (2)1/4"0 TAPCONS ANCHORS TO SEE OEIAIL%FOR/ r�®r. WALL AT 1'O.C. (LOCATE AT / I 1 OR �4 5 / SIDE CONNECTION ) OR UTHrJt SIDE OF eQ) U dOR0' I SEE DETAIL X rOR OR\p* iU.( 10 1RACns qSIDE CONIICCTION �w®n • 7aBSFE DETNL X r0 ® �oSIDE CONNECTION 1n0x•6. 7 6 10•®u TO TRACKS ! �,,,©:Oj nDo-@- 10•®^+©• ©•©�• TO TRACKS I f 0•®"'©• ©•©n -0:0-040-0-@- �10•®n©•®�©•©n / tOp®w©.®n©.©n ,_©.O.©n©.7Q.®n L©.O.©n©•Q.®., �'®"® ®"�'�'©`® ®' "®'©'� a©•® END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL(]) END CONNECTION DETAIL 20 !•REQUIRED ONLY FOR SPANS GREATER IRAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING EXISTING GLASS O✓ 4 i � REQUIRED ........_. _ � GLASS 4 �I --'---� �•- A10 CLASS SN. BACON \ MIL SEF'ARt.110N D' �'t--_--_--�J� _.._. .... _ ©OROOROOR /• SO4EDUUE ON SFEET - \\ 10 BASS(SEE ---- It rCR[LADE OAND CONCRETE i 1/7'MIN. SCHET7JLE ON SIR1 1 't _..._ ON S4FF.T 19 FOR ANCHOR O-.: � :^-`-- 11 FDR ELADE(DANU ®�� ...• �ORQOR�OR� HAOES p&([D 12'O.C. \ ON SHEET 19 FOR CONCR OR / / 5 piAOCg p&® OR@ MNCHOR �\� I16, 6f:�02' I I ��EO ..._ t � I_ ' U.C. MIN.__...__.-I 4 1/2-MIN. _ .�._. FO v 2'LAIN. 1 2'MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y / -••--- �. BIAOE(DON SHEET 19 @ OR)3 OR(9OR(DOR( 5 % (t)OR ®' PLAN —`� DETAIL X 6 OR (I ...... '©n�.©.fin©w10•®" =POURED CONCRETE OR ®�©•On©n10•®n -'-'�--�—' END INSTALLATION CONCRETE BLOCK.WALL f0•®"'©•�-©•©�' REQUIRED ID'®n©•6'©'©n ���.©•O•©n©•O•®� n HV BLADE OR h BY WINDOW BLADE INTO �._© (D-@—&O ®n ® ®np Od® Oa CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO O ®�® ®n� ®-4® END CONNECTION DETAIL @ °'®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. ENBERTHA HVTM J S S A Accordion Shutter System i L E co-,C 1 N C. ■ ■ ■ ■ KV.BLADE#1 W/OR W/0 H.V.WNWN MADE �'�/�-/�:-k_ American Shutter Systems EY.If DESCMPnDH BAtt BIuwH flr: W. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OL.D I1-182 4/13/15 OAIG' 4/13/15 STATE OF r¢ 6355 N.W.36111.St.,51..305.VIRCINU GAROFNS.NORUk 3316 ' Pnou. 4?•68 Westroads Drive 2 :(305)871-1530.r6.:(305)871-1531 DRAWING No e'•., OR1� @ -61: West Polm Beach. FL 33407 3 15-085 ''7� /ON AI c\N a`° EB-0006718 4 SHEET AAA yltl` WFlARIDA cu(1 44167 P.E. SV'ilPji9 WPWRE/DATE 6 10 OF 20