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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Onlir.- Page 1 of 2 Approval db rProduct SEaek User product Aoomval Ment > Pmdud or tloo 5 > Aonkl tarn Lisf > A ' Uon Uetall C9 FL N FL1850-R11 (1 nn ,(� Application Type Revision St v �` Code Version 2017 `GC% O Application Status Approved coy, -L Comments Archived Product Manufacturer American Shutter Systems Association, Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Repo om a Florida Registered Architect or a Licensed Florida tonal Engineer LI Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL1850 RI COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF FILE Referenced Standard and Year (of Standard) BM V 11 ASard E3886 05 ASTM E1996 2005 0 AAS REVI Wq FOR FOR TA5201, 202, 203 201, CODE COMPLIANCE Equivalence of Product Standards S LUCIE COUNTY Certified By . (�(J(� BOCC Sections from the Code https://floridabuilding.org/prlpr_app_dd.aspx?param=wGEV XQwtDgs9`/o2f'/o2ftCOhpJ... 11 /22/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 1850.1 -- Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS50 R11 11 AMERICAN SHUTTER SYSTEMS ASSQC— INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST _PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida, Inc. Other: Large Missile Level "D". Max span is 12'-7" for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0" for 3 've ASD load for Evaluation Reports one specific condition n' Span tables. See i[IOnal F 0 R11 AE AMERICAN NUTTER SYSTEMS ASSOC., INC. DRAWING 17-103 PRODUCT EVALUATION loads and Sp engirt fed drawings. REPORT.PDF Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#17-102 (top and bottom) for storm protection Limits o Use [Installation Instructions Approve for use In HVHZ: Yes i 50 R11 11 AM NUTTER SYSTEMS INC. AWIN 17-1 BERTHA HV ORD N SHUTTER Approved or use outside HVHZ: Yes STEM.PDF Impact Res Lent: Yes _ Design Press e: N/A rified By: American Tes[ Lab of So Florida, Inc. Other: Large Mis ' e Level "D". Max. span is 13'-2" reated by Independent Third Party: Ypositive ASD load w indow blade, 16'-0" for 30aluation Reports negative ASD load for lade w/o window a f1850 R11 AE AMERICAN SHUTTER SY EMS. INC. 17-1 2 PRODU EVALUATION REPO T PDF conditions indicated on 5che u 2. And 1AWING by Independent Third Party: Yespsf 30 psf positive ASD load w/o window blade and 15'-5reated negative ASD load for HV2 blade w/o window blasheets number 12, 25, 28and 28A of installation dra other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade Extruded inum interlocking bla retained by tracks 1 Only (HVHZ) - Drwg# 17-122 (top and bottD torm ion Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL_1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INCDRAWING 17 122 BERTHA HV ACCORDION SYST..PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level "D". Max. span is 16'-0" and Evaluation Reports 14'-9" for 30 psf ASD negative load depending on FLIS50 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF centermates and locking rod configuration for the HVS blade, Created by Independent Third Party: Yes 8'-0" for+64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVS and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next Conrad Us:: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-482-1824 The State of Florida is an WEED employee CoovdaM 2007-2013 State of Flmltla.:: private Statement :: Accesabli tv Statement :: Refund Statement Under noddy law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.482.1395. "Pursuant to Section 455.275 (I), Monte Statutes, effective October 1, 2012, licensees Hall under Chapter 455, F.S. must provide the Department with an email address if they have one. The e ils maprovided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Byou are a licensee under chapter 455, F.S., please it"heir. Product Approval Accepts: ® = ® ER 0 Credit Card Safe https: //floridabuilding. org/prlpr_app_dtl.aspx?param=wGEV XQ WtDgs9n/o2P/D2ftCOhpJ... 11 /22/2019 I. BERTHA N.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATOR DOCUMENT (P.EG,) HAS BEEN VERIFIED NR{ORPUMCE IN ACCORDANCE WIN ME 2017 (DUE EDNION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED RECUWEO SY THE JURISDICTION MERE SHUTTER WILL SE INSTALLED WIN A DIRECRONAUTY FACTOR Kd-UM, USING ASCE 7-10 AND SHAM. NOT EXCEED ME MAXIMUM (ISO,) DESIGN PRESSURE RATINGS INDICATED ON SHZIS 12 THRU q: 25, 26. 28 & 2M IN ORDER TO VERIFY ME ABOVE COHESION. ULTIMATE DESIGN AND LOADS DETERMINED PER WERE 7-10 SHALL BE FIRST REDUCED TO AS.O. DESIGN VINO LOADS EY MULTIPLYINGMETA BY 06 IN ORDER TO COMPARE THESE W/ W. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU V, 0, 26, 28 A 26A IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O., AS TESTED, WERE NOT OVERSTRESSED, A 33 .S INCREASE IN AMUV/ABLE LOADS FOR WINO LOADS WAS [.Q' j USED IN THEIR ANALYSIS. BERHA HV. ACCORDION SHUTTER SYSTEM'S ADWIJAC" FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 OF ME PROVE. MENTIONED MOE AS PER AR REPORTS: -RV BLADE( J021401-03. #071501-03. #1004,01-05, 0124.01-05, 10317.02-06, #0609.01-10 AND 10210.01-11 AS PER TAR 201. TAR 202 µD TAS 203 PROTOCOLS. -HV WINDOW RUDE ® BUSM.91-08 AS TAS 201. 202 & 203 PROTOCOLS AND W25.01-08 AS PER TAS 202 PROTOCOL. -HV SIADEO,}0433,01-05 AS PER TAS 201. TAS 202 AND TAS 20 PROTOCOLS. 2. HV BUOE'T1 µD HV BU➢ELp+E ENGINEERED TO WORK IN UNISON WTH EACH OTHER IN AREAS WHERE NE DESIGN PRESSURES TRANSIPON FROM END ZONE 5 TO INTERIOR ZONE 4. EACHWIND 20NE MUST BE CLEARLY IDENTInEO IN ACCORDANCE WIN CHAPTER 30, CF ASCE )-ID STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO ME MRRESPONM14G WIND ZONE MIS SHALL WCLUCE REOUIREMENM FOR MIN, SEPARATOR TO GLA55. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAUOIN OF COMPONENTS FOR HV BLADE I & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CEROFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON DOWNS CONFIGURATION AND ASCE 7-10 UNNOMD, AND SHALL BE SUBMITTED TO ME BUILDING OFFICIAL AT ME TIME PERMIT IS APPUED FOR. HV BUDEOI µD M' WINDOW RUDE (9 ME ENGINEERED TO WORK IN UNISON WIN EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 2& 3. BERM4 H.V. ACCORDION PUNS NV SCREWS), USSR AT BUOES KNUCHLE AND FOR DIRECT NOUN' CONNECTION M TRACKS.SHAUL BE Y 11M.75 µC ( 14%lA5 RESPECTWELY, 410-M MIIRMUU SERIES 51ANLESS STEEL SCUM WIN 135.0 kU WELD STRENGTH AND 180 Nai ENSILE STRENGTH. PINS SHALL BE COATED WIN 8MMA W DACROSHIEID COATING SSTEM AS MANUUCIURED BY APPROVED COATING APPUCATORS, REGISTERED AWN µORGAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARKING ON MEN HUD. 4. ALL ALUWNUM.EXTRUSIONS SHALL BE ALUMINUM ASSOCATON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 W AND 357 kei FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT CMTEO CARBON STEEL AS PER DIN 50016 WITH 50 ksi MIN. YIELD STRENGTH µO 90 Nsi MIN. TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4, 6. BOLTS TO BE ASAP A-307 CN.VNJIZED STEEL OR ASI 304 OR 316 SSEEMES STAINLESS STEEL WITH M 35 kzi MINIMUM WELD SMENC. Z SEE ME MLLOMNG SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE L:. 13,14,15,15A,16,17 & 28A HV BUDE82 ; 28.HV RUDE & ® WORKING IN UNISON: 13, 14 & 16 8, MIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,562. COMPONENTS OF THIS APPROW& ME COVERED, IN MCI OR IN PART BY U.S. PATENT /5'08,,9 ISSUED TO EASTERN MUa SUPPLY, INC. 9. IT SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO WSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT MIA ME BUILDING TO PREVENT WIND/NJN INTRUSION. 10. EACH UNIT MUST BEAR PEIU THEM LADE. IN A VISIBLE PUCE WIN WARNING NOTE:. DURING PERIODS OF HURRICANE WMNIGS HOME OWNER, TENANT. CR OTHERS. MUST PROPERLY CLOSE ALL IN AND NO CFNTERAUES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11. SHUTTER MANUFACTURERS LABEL 6NA1L BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WIN SECTION I709.M3 OF FLORIDA BUILDING GORE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1209.0.2 OF THE FLORIDA BUILDING CODE. 12. SERRU H.V. ACCORDON SHUTTER SYSTEM'S INSTALLATION SHAD. COMPLY WITH SPECS INDICATED IN MIS DRAWING PLUS ANY BUILDING AND ZONING REGULATONS PROVIDED By ME JURISDICTION WHERE PERMIT IS APPUED TO. 13. (0) ITS P.E.D. PREPARED BY NIS ENGINEER IS GENERIC AND DOES NOT PRWIDE WFORIMPDN FOR. A. SITE SPECIFIC PRMCT. im. WHERE ME SITE CONDITIONS DEVIATE FROM THE RED. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON NIS REM., PROVIDED HE/SHE DOES NOT DEVIATE FROM ME CONDITIONS DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.. (C) MIS P.ED. WILL BE CONSIDERED INVALID IF A41EREO BY ANY MEANS. SITE SPERM (4) BE RESPONSIBLE FORTS SHA� BE ME PROPER USEPOFED BY A ME P.E.D. FLORIDA OFRED RECORD.NEER AMINGRAS AHITECT DELEGATED ENGINEER TO ME P.E,D, ENICH WU. BECOME THE GINEER OF RSNPLL SRD UBMIT ) FOR TO THISHE PRWEV UC', R ME µIT SPECIFIC WILL DRAWINGS FOR. ROOM 9E SPECIFIC (e) ORIGINAL P.E.D. SHALL BEAR ME DATE AND ORIGINQ SEAL AND SIGNATURE OF ME P 9�A2)/OFAAly`'� )('Csd' N*,,f;IIWER OF RECORD THAT PREPMiD IT. ®N17 OLEW. INC. TABLE OF CONTENTS AREA 1- HV BLADES n 64 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY M-43 AREA 2: HV BLADE n AND HV WINDOW SHEET 4 BI AO F (0 (WHERE APP 1 AB ) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DUALS A-C, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET O CEMERMATE DUALS HV SHEET IN CENERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDUIP- CONCRETE SHEET 15. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET TSA ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDUIE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DUALS S-X, MOD SHEET 19 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 20 AREA I HV QLADE (BONY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA -GO, CONCRETE SHEET 22 CEMERMATE OEAMLS HD SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE AREA 4: HV WINDOW BLADE 9 ON SHEET 26 Y TYPICAL WINDOW BLADE & WINDOW OETAL SHEET 27 TYPICAL SHUTTER ELEVATION AREA 5, HV WINDOW RLADF Gil ONI SHEET 28 Y INSTALLATION -DETAILS, METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA INC. 4416 ; 2 A 7 A( p) , •'• �� JyA AO '•••...... �� 11 'yss%QN�{�.��dLL1I �L E c o imc. TILUT TESTING & ENGINEERING COMPANY PAW, x.W. 3Nf. Sl, zl�..A. Ylc. D.RDBu..1. m+s PncnG I (305))021-1530 . h= : (30s)BT1-15]1 TMef0,W,.... Sm WATEG A BLLrt J., RE, FLORIDA Lk. / < 187 A,SwS.A. American Shutter Systems Y Association. Inc. 426E West RDDas D'Ive Vest P.I. B00Ch. FL 3310) PhPne: (800)A2-2204 . FOv:' (561)209-8380 pees nw n vM+ Accordion 1 rl utter Systen V. BLADE" W/ OR W/0 N.V. WINDOW OIADE & H.V. BLADE RLv.NA DES W5-3N D.E DRAWN Br: L.C. 1 Dln a-D29 D2/2E/T GATE; W/2a/n 2 DRAWING NO 1 F-PT y 4 +-- PIE. SFAI (L`FSTURE/OAiE NR MWoow 9MF (vl�l. ujl k _ 0 9 3� Jv' SJV m ,.. m.iie. AS>f m6 p 5J• Va I •85J COVER UNDER US PATENT 8 545Bt79 �2 HV BLADE Cl HV WINDOW BLADE y COVERED UNDER US PATENT b 5458179 E LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-T5 ALLOT AND TEMPER 6063-T6 ALLOY AND TEMPER 3556° 3226. ISOD' .670" I ♦. 97' 0 07'. ._...._...._..._ 0072 O7.HV ADJ. ADAPTER W/LIP ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV QUALIFIED F0�`UStVrx�I RV BLADE Q& 20 / 6063-T6 ALLOY AND TEMPER ALLOY �J6 SIDE ANGLES OUAUFIEO FOR USE W/ HV BLADE (1) & 0 6063-TB ALLOY AND TEMPER vA¢1Es 1' 915gg �h .063° 3 08 LDO _ 06w R nl o' 670 HV HEADER/SILL QUALIFIED FOR 'USE WG HV BLADE I'ONLY 6063-T6 ALLO ANO iEMPEkr � iHV UNIVERSAL FLOATER QUALIFI0 6005-i5ALL0Y AND TEMPER 6J0' OR i SI b I ' $ 443s' �HX WALK —OVER TRACK OVI BLADE USE: W/ NV BLAOE(yi &N 5063-Tfi ALLO AN EMPER 1'.916' I w. ow' _.l fiL?J' cV' 3. 131 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ NV BLADE(Ij SEE SECTIONS FOR VALIDITY. 6063-TG ALLOY AND TEMPER COMFONEM A B it T2 BLADE ALFE 2' 5° NM1X. '1/8° 1/8" HJO1 16' T S MAX. OJ 92 0.19T' HVO 1J 2.5"'J•Ml 0.190* 0.190' WC) ®2017 RUECO, INC. QNOINEERMO) y11,44167 ``+ IL EC01wa. TILLIT TESTING & ENGINEERING COMPANY r• •' P ' • ~ Y .55...w. 3LU, eL'. Sk. W5.... CMUCU% M1OPoW 33 Off;`•.,, 00x P.I.: (3os)871-1530 .. N, : DCIU J1-S31 -.fsS/ONALE�A°i maEB—OOO6J19 '•a• rYel w ER A TLUT Jr. P.E P.E. SGL%S1E E/DATE RORIDA Ux, B 44167 ®HV DIRECT MOUNT OUALIFIED FOR USE VI/ HV BLADE L'1& ('/1 6063-TG ALLOrr ANO EMPER U. UUU 642 0_J 2 .920 9�HV TRENCH TRACK QUALIFIED FOR USE VJ/ HV BLADE(1) &02 ONLY. 6063-TG ALLOY AND TEMPER LGOV .F--'V. �I °I .12 ' t a bOWALL iE9yEB/L QUALIFIED FOR USE 5V HV BLADE 0 ONLY. 60l ALLOY AND TEMPER X Y t 2' 2' 0.125' HV 6063-T6 A.S.S.A. American ShuHer Systems Association, Inc. 4268 West Roads Drive West PalmBeach. R 33407 PhCmc (800)432-2204 . Fox: (561)209-8380 91' I.RO ' 0�0 (S)HV MAW STARTER QUALIFIED 6(OR USE W/ HV BLADE i & 6063-T6 ALLOY AWD TEMPER 1� HV RAINGUARD QUALIFIED FO USE W/ HV BlAOE t.&C2.1 6053-T6 ALLOY .AND TEMPER 15 SHE) CEILING HEADER/SILLL QUALIFIED FOR USE W/ HV BLADE(D&CD 606346 ALLOY AND TEMPER EASTERN METAL SUPPLY. INC. DRAWING No 17-102 4.576' 229J 745' 91 ' . 8 r .062' $ 2 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADEQI & CAI ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 4' 17 6 922' 06� n &' ._ . FRONT EUNATIONtIcq V A E " ILOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV SILAGE I ONLY UALIFIEO FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER ONLY HD T igI QUAUnED FOR USE W/ HV BLADE & 2 6063-IT6 ALLOY AND TEMPER _ vAWES 12• H I/4' •-20 AS OR 1/Bb-I6 KEEN 1NW35LAEw9. ISEE ttu+t51 LOCKING RODD QUALIFIED FOR USE VV/ HV BLADE D & �. 6063-T6 ALLOY AND TEMPER �. 5 INSTALLATION WILL REOURE A 7/16- HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT 6063-76 ALLOY AND TEMPER $ 11 J L,nSY i6 HV 3/8"—16 A( QUAURED FOR P.E. UD& 0 1/r-xnxvn 1'-2. a usmsr rw nxNAom NaD Cu ssr.s. 6wm. vAertm 12 TW.) B p ® .JIB Ew65 C:L.vD[R u m (IMPONE ® HV LOCK ms' m OVALIIT FOR USE W/ HV BLADE 01 & (g ONLY. 6063-TS ALLOY AND TEMPER " 2 e ® QUALIFIED "T" LOCK QUALIFIED FOR USE W/HV BLADE Q ONLY. }.161 1 I 8 HE C $ QDALI 60R ALIOTW/ND TEMPER 1 O&Q2 kt/2' W�1/1'1 (37/ HV 0-20 AISI 304 3` S 1 S QUALIFIED FOR USE VV/ HV BLADE L & Q Z Q)2017 BOOM. INC. (ENGMEEPoNG) TILLIT TESTING & ENGINEERING COMPANY W ene x.w. xu. EL. 5". Jw, wrcwA GwDExs.. ELGRa m 5Y i1 Plwm : (NIS)8>I-190 . Faa : (JOS)671-@dl t4 -mm:numooaa.com BbWfi71B WKTER A f:W1 J•. P.C. EIAPoOP Uc. E wl6l 11XRLNP. Pe USf NASA FNIUEI &I:EP PYNI50 R5 NRN� Nx05. I. C R:IRONE P". PULED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1Q & (LA ONLY. Is PUSIIG NFPD Pf uow" la - To 02 LIETNX IER RrvEIIxC BEFORE RIVEIWG S.S. THUMBSCREW 1/4"4-20 RIVNUT* wAD". ew4 ..R.. INV-..ALLOY) URGE RANGE pw SROU NUfSETT. PART / 04120. A5 RANUEACNREO 0/ R. CHERRY TEMORN, PAASIFPENY. MEW JE1t6EY 0704 Ox EDWL ® HV ALTERNATIVE LOCK QVAlIREO PoR USE W/ HV BLADE Qi ONLY. ® HD LOCK BY RECENT HAROMARE MORE16E LOCKS SERIES 2333 NOOK BOLT LOCK. OUAURED FOR USE 1V/ HV BLADEOI 0 &N,T AwS,S A. American Shutter Systems Association, Inc. 4268 Went RppBe Onw Vleet P91m BeOGK, FL 33407 Phone: (600)432-2204 . Fox: (561)209-6360 SUPPLY. INC. No SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV f4 AND HV Q BLADES. 1Q HV BLADE 1 i� HV BLADE 1A 2Q HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"X3/16"THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION. PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) r (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HV 1D OR HV 9 BLADE. (2) HV PIN (D MAY BE USED IN UEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ2 BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC" AND 'DD°, SHEET 22. (3) HV PIN ® OR. ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL A. SHEETS II IS 24. EXTERIOR TYPICAL SHUTTER ASSEMBLY SCALE 3/8- = 1- o0.32a•l 046=,r 1YP. ' \ O ,r 6) WHEEL CARRIAGE .DETAIL N.T.S. i 'ERIOR OR®AT IUCKLE. IS FOR ITS) ............. 111/ . 'JCENSF •.;9 ®20VNI1INC (ENGMEMNG) ILL E C O , ■ a. p A S S` American $11UH8f $y$1Bm5 Association, Inc. 4268 West flop05 Dlive Wes[ Palm BepeF, 0. 3390]EB-Op08]IB Phene: (80D4268 West .Far (561)20H-6380%-102 - --—1., -1-1 +..��.,. -. BERTHA HVTM Accordion Shutter System ,V, ME # 1 W1 OR W/0 N.V. WINRGW BLADE & H.V. BLADE' % �' •o ';.0 F •; 9p •; . F(P ) ,ff,-.OR10��1_man: � TILLIT TESTING & ENGINEERING COMPANY . 6I55 I1W. ]:NFCIM1P; (3W)6, ftwiM >II Rnone : (5os)en-ISSp rcx : (aw)en-issDRAYIING e006719:mm WAVER A TILLT J,. P.GFLORDA Uc / 4416T pMVM HI: Lc. IS are w No M2M SHEET 133.0 - Q 9-0- Q Q e3�p�•"�°' �++n I_ I_ 7�7 I 12 Ercyar©• (2)- 08-0' ®J 10. 15r�. �m7j .fU'yoa `�6'-07 O•v��•©aG�•�a0 TYPICAL (1i HV BLADE SHUTTER ELEVATION N.T.S /-9n 6 Rjg OF CORNER CENTERMAATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATOR! CONDMON Ile ONE W LOCK (5 or @ SHALL CBE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BVEJ�W 2 OF SHUTTER SPAN FOR SPANS UP TO 105. AND FOR INSTALIL��..TION$ T ANY ELEVATION. HV LOCK Q4 or MAY BE USED A$ AN INSIDE OR OUTSIDE. LOCK, ATTACHED TO 6 OR CENTERMATES W/(2) 1/4.0-20 0 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 2. BOOR/CEILING TWO HV LOCKS OR OR ONE HV LOCK a OR W/ iW0 LOCKING RO05 AT TOP &BOTTOM SNALL BE SE F ANY SPAN AND INS ALLATI AT ANY ELEVATION. HV LOCK Q§ OR � SHALL BE ATTACHED. TO � OR 2�2 ANY W/ SAME' SPECIFICATIONS AS PER MANDATORY CONDITION et. LOCATION OF LOCK OCKS AS APPLICABLE SHALL BE AS INDICATED ON TPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEET 12. 3. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS M-9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ?j OR SHALL BE AS INDICATED ON NOTE (1) ABOVE ,.,ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER. ELEVATION. 4. OPROMAL. CONDITION_ BE USED RY CONDIMON ?I OR UNITED MANDATORY CONDTDQL 02 IS IF ESRI LD TO ENHANCE SNUTTERRPERFO MANCE. LOCKINGODS ME NOT RODSRED TQq ORIAN ALTERNATIVCxhlE E DEVICE BUT Y MAY ALSO BE USED. AT STACKING POSITION (NON HURRICANE POSTON). 5. MANDATORYCGNLYTION 422 ONE HV LOCK 2 r 0 BALL BE USED AT CORNER CENTERMATES FOR PNY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK or'HAL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 23 CORNER CENTERMATE W/(2) 1/40-2D K 1/2' LONG FIAT HEAD S.S. M.& TWO LOCKING RODS AT TOP & 80TYOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAINUM SHUTTER $PAN SHALL BE DETERNINSO AS PER SCHEDULES SHOWN ON SHEET 12. 6.TERNATE TO MANDATORY • ONE ALTERNATE NV LOCK Q MAY BE VSED IN LIEU OF MA LOCK FOX ANY SPAN AND INST TIONS AT ANY ELEVATON. A ERNAIE LOCK '� MAY BE USED PS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20K1/4' S.S. THUMBSCREW TO a OR 4 CENTERMATES SHALL BE MADE W/ 1/4'0-20A3/4' AUU. RNNUT AS SHOWN ON SECTION NVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPA] OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. �299� ONE ALTERNATE HV ' LOCK MAY BE INSTALLED IN LIEU OF R' LOCKS OR a$ FOR ANY SPAN PAD NSTPLLATIO�t AT ANY ELEVATON. PLT HATE LOCK Spp Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK Q9 INCLUDES USING REINFORCING LOCKED , AS SHOWN ON SECTION HAG, SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES Co AND q' W/ 1/4'0-20 K 1 1/2' LONG S.S. THREADED BOLT W/ 7/8" K 3/32' WINGNUT OR V]/ 1/4'0-20K1' S.S.M.S. INTO A 1/4'0. 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAKIMUTA ABOVE AND BELOW MIDSPAN. USE CF TWO LOCKING RODS 0 TOP AND BOTTOM IS MANDATORY. •NOTES ON HD LOCKS & CENTERMATES: 1. - : ONE ALTERNATE NO LOCK® MAYRE USED IN LIEU OF HV LCCKS OR rfS FOR ANY SPAN AID INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK p�4 MAY BE USED AS A' INSIDE OR OUTSID,fEH LOCK. ATTACHMENT OF HD LOCK hA TO G3 IS W/ 3 FB A 3/8' F.N. S.$.M.S., AND INCLUOM RONFORCEMENT HEM G AS SHOWN ON SECTIONS Me- AND DC-HYO, SHEET 10. LOCK MAY BE WSTALFD AT MIDSPAN OR 12' MAUMIIM BELOW OR MONS UIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY DPTIONAL ),• lty ✓9 7, .......�c SF •... _ No.44167 } i * , "' ••. ,�y�(.(y. v IY -QiC' ••' VNl... \l7 I irs ........... ' •' ry SlONAI.`� ®i01) ILL)ECa INO. (FNCINEFA.NC) . . . ■ A as S' A American Shutter Systems Ass W.,st ood Inc. 4268 Vlest RoOda Drive West 2-2 04..Beach, R 33407 Phone: (800)432-2204 . FWz: (S6Q209-B3B0 _.o., wow• _,..ra vv.�u, v.... BERTHA HVTM Accordion Shutter System .V. BLADE II WI OR W/0 H.V. WINDOW BLADE & H.V. BLADE 9 iL EC01B+C. TILLIT TESTING & ENGINEERING COMPANY W55 N.W. ]fi'.h. SL. 1. N5. 11.1 GA9o.l. 1. ]UIO Prone : p05)5]1_ 15]l . Pae : (]OS)0)1-I551 a- n: OlmmeccLaom PU3 Z 1 6)IB ftFLOS A E.j 0 P.E. FIOPow uc. 1 ul5) BEV.Ne OESCEPTION DATE OaAWN BY: I.C. 1 0.0 IS-OiB 0](i6/1] W]L 0)/26/1] T DRAVDNG No 1 / —1 D2 y a P.E Sii$i/,I:(iURi10ATE 5 SHEET __ POURED POURED CONCRETE CONCRETE REOWREO CONCRETE NNCXORS REOUIREO .(� -A (SEE SCHEDULE ONI CONCRETE ANCHORS / SHEET O) (SEE scHEDULE oN 12SHEET m} f /. 5 14 1 cR 78 � 1/2' 7 "' E. 0.x .250' Max. I' MR. NATNH To clam (SEES �I 52 MR 1B CE WN. SEPARATION ENI CNSnN —1 0M �i7A ' To GU —(SEE SCHEDULE ON ENISnNG SHEET 12) G1A55—' G HV WALL HEADER INSTALLATION T) HV WALL H"^" E ILSS Loss-5 NW. SEPN Tuo. TO 0. (SEE u1ffDUtE 01 SHEET '2) POURED CONCRETE OR CONCRETE OLOCN REOU no r-I/4'a-TOx1/4' S.S, CONCRETE ANCHORS (SEE SCHEDULES ON MACHINE SCRREWS '/ 5/4•-20 SHEETS 13 Y ISA) I NUTS O 12' D.C. IA•o-2DxJ/4' S.S. I / �. u,n. MACHINE SCREWS UBNO T/4'-20 NUTS % -' 19 O a 12' O.C. /I/2 % oR 15 / / __ b 15 E D f-'•` P ' / 113 MIN. INi 1�j TO CLASS Lt55 (SEE SE ON 1 EMSHEET 112)STIM GUSS� 2) IIFi9! HV WALL HEADER INSTALLATION . L•OPTIoNAE {• Nax.E I1 f orncxu N .1 J • /' � 1 13 a 15 E D.• I� / ux I I/ /27 79 EO E� L Mm. Ep O 12 OR 104 Ss PHIUPS TRU55 HFAO / / ` I I/4'0-200/4' S.S. PHILLIPS MACHINE DCREWS USING I CONCRETE ANCHORS I — TRUSS HEAD MACHINE SCREWS �) CONCFETEACHORs-10 NUTS O 13' DO. (SEE SCHEDULES ON w/ 1/4•_p NUS O IY O.L. (SEE SCHEDULES ON / ' 14'n. PDUREO CONCRETE SHEETS 13 k 15A) POURED CONCRETE SHEETS 13 N 154) IL / OR CONCRETE BLOCK weLi°emuRl NORM CLOCK --t -f (6Efi sCxEoµiaLEs°ox REQUIRED OHV WALL SILL INSTALLATION G HV WALL SILL INSTALLATION POURED CONCRETE- SHEET& 14 x , 0 OR CONCRETE BLOCK � wAu REpulRfe `J HV WALL SILL INSTALLATION ° F MMNA^DlDP=ETGNQ INSTALLATION DETAILS W/ 1- SEE SREfT 4 FOR PHPI SHUTTER E. e. -EDGE OISTMCE ♦ SEE LNNTTIONS OE USE FOR �/�\� ASSEMBLY (SEE LPEaMAnoNS ON sH.2T 11) BUOE T. SHEE, 2It \V HV BLADE 2- NoUMNG SECWHS CAN BE COMBINED FF/FNAA:�� IN ANY EwY m SUIT ANY mnAL ARON. (I FLORIDA BUILDING CODE (High Velocity Hurricane Zone L \• 9 1 02017 BUNCO. LNG. (EN4INFFAING) 0201T EASTERN MIN& SUPPLY, INC. ] ? : `•..ENS••'••., . BERTHA HVTM e 44167 a7`■ ■ ■ $ A Accordion Shutter System i• 1 L E C O I N t:. A■ g, BLNE It IV OR V1/0 N.V. WINOOW BLADE k H.V, BLADE American Shutter Systems Rcv.Na DESCRIrnoN D.x D�AmN Im LC. TILIJT TESTING &ENGINEERING COMPANY "5 x.x.-bN. 54. SI.. ]Oy NP4TN VAOCM., iItPSA yla Association,W.st In a. I OIL IS-Ql9 0>/36/I] W1E; �F •• ,�....... : \�11N7 plwn.: p05)871-Imo . Ea.: pm)ml-ml 4268 West Roads Dtw 2 GRAINING No _-mu: tdlx0004.eam West Palm Beach, FL 3340i ] sStONAt far 1t 9-mDanR Phone. (80G432-T204 . Fac (S6I)209-8380 A ]-� D2 '�ry�-�--Tn MJLIIX A nLLR J.. P.E. P.E. SidCJSIVAGNRE/DALE RDROA UK. / .4167 5 SHEET to OF 28 1 e HEX HEAD, O"O.C. NN N.S. O 9' O.C. RflE ANCHOR / ECHEDULE oN I.) / EC E Or 546 i ad C CONCRETE ANCHORS (SEE SLHEOULE ON SHEET 15) 9• --(� OR �y 4 i ©„ ij 12' SCREWS O CO O.C. (SEE S H MCNUUEO N (SEC ON J/e u'It \ 14iDUIE SHEET 14) / EWE OF C I�/ / EOL 'PUCIBLE/' / //2/tll� �.� /iy (F HV FLOOR INSTALLATION t MIN. SEPARI To GLASS TEE SCHEDULE 0 SHEET 12) rwc radaA m ous i (J[E SNP@ilL AS6J � EE1 al �.i�1 FASTn /j �� 9 G FI / EC / // B l// / EUGE IF / / „ MP CABLE PPP PWRFD E. O. LONLREIE •� REQ'NIRED� POURED Mi HGD CONCRETE NICHORS MT HEAD CONCRETE NSHDRS CONCRETE (SEE SCHEDULE ON SHEEP 38J (SEE SCHEDULE ON SHEET 15) REQUIRED (11 HV WALK —OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO 170. -76 PSF PRESSURE RAZING & FOR SPANS PER �I �7IyiI5� rFIOd/1' HEX WS a HFM1 iE% SCREWS . a / ./ 1/2 6 - 7O 7- �� �-F1ER 3/4' S.D.S. O 9. 0. C. / 77 cR 18 CONCRETE FNCHS-SEE NOTE 13(E) POUREp CONCRETE-� (SEE $LNEpULLS ON pN $NEEf 1 OR NPED LERED fE BtOCN REOCa $NEEI$ IS & 1N) OPnONAL_J \ OK HV WALL FLOOR INSTALLATION CL) HV WALL WALK —OVER INSTALLATION -R nCRETE RZ0 R ' IED �j cuINSTALLATION h„ . INSTALLATION DETAILS W/ I- SE£ SHEEE 4 FOR 1YPIGL SHU ASSETABLY • E. D. - EDGE OIGGNLE (SEE SPECI GR04S ON SHEET 1<) THIS WSTAANON SHM1 BE REHOVIBLE VMEN PERMRsED AOLLCENT TO AN OPERABLEEYJT ♦ FEE lM TONS OF USE FOR tOR EMRANCE DUDE I ION SHEET 28 { Cl/ HV BLADE W ANY W YY TO SUM MY IINSMIXIONECTIONS CAN BE IHED L ///FF/4 N �i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) •'..• . ✓ eesE .NP Q2017 ➢LTECO. ING (EHCINEERVC) 02017 E/SMRN NET& SUPPLY, INC. BERTHA HV- , `` No 44167 i 1 L E C O c A S A Accordion Shutter System 1 N c. ■ ■ N. BLADE 11 W/ OR W/0 H.V. MINIM BLADE & H.V. BLADE d W `' �'•.•. pP:' Nd N TILL TESTING & ENGINEERING COMPANY ASS I. NT S. Ae. .'%. VW" LIbRT'S. TILPM Al su.No 6tscmPnox 6Atc oRAwx ec LF. American Shutter Systems Inc. I 11➢ 11079 4]/iL/IJ D.ID 07/ze/n DRAWING No U P Pnw : (.JOS)Bn-190 . Fa..: om Slan-13>I 4268AssWest Roads West RmEs O334 3 a-m t: 1...Oda'719< EewoosTw West Palm Beach, R ]3407 West P Phwc (800)4]2-2204. Fo.: (561)202-fl]DO 1%-1 �Q 4 P.E. SFAL/Sim G�Ai E sA lae A sm Jc PE MORioc U.. / 4067 SHEET 1 7 28 OUT Q IN «®«O O«IO It ew-i6 N1_Ol) .LLUM, W/(xl I/,0 TA ON I 1/a wCHORS D CONCRETE (TOP/SO7TON) & /,0.1/4' sN.S a ,a• A*/x In. LO DEI I O.C. NLL w1w. I SEE NOTES ox =KING RODSp , m• LOOKS p wp MG 4JSS INSTALLATIONS W/ 1 HV *# MD KTERNI.TE NY LOOK ® ON S,,m 5. BLADE W HV CENTERMATES a°E, DEL..N,.,SMIJFR CvrGDR.M KRuwm eam SWE Qan OR SEE END WALL CONNECT101 r EXISTING cuss DETAILS ON SHEETS 11 & ' _ _ _ _ _ _ _ _ _ _ _ _ r IN ON >� 1/2` 1,/2• r OUT ®a. HVA HVB B e «to HVC ©«®a0 O«O O«®« ©O «©O �I E%Is11xc Gus$ r QGR o a 0 �Ew G.Jss �� 8a+t 8a68 • 7 1 8 Bw a 3an1 • $« 9 EMSnN OJ .SYMMETRICAL IN CENTERMATES I��.O.© �•O•�__r------ �f �- MINL061I550N r 'cuss * I ©�®«©•�«O•� �' (SEE $EHEDULE ON I MIN. I N * ® W/ HV LOCK F161 ocnoNu (INTENDS) O • ®« O' ®«� • �5 «O9 SHEET 12) j .I TO GI (SEE SCHEOU.E ION® ON SHEET 12) (INTERIOR) \ -_-_______- _ -____—_ _______-_- / j' OUT `CONCRE ANCHORS 0 VIVID S 0,fi O.C. n� so- \ * a ® J �-® ,. Q OUT 6 ,/z• lax. such / oUT �5 "x NI°H' HVE HVF** HVD Ea' FLORIDA BUILDING CODE (High Velocity HurGcane Zone :' ••�IGFNSA•.;. v� -. 02017 m1EfA. 41G (FN4INEEAiN6) ®201J-EASTERN METAL SUPPLY, ING. 4!`,1 *' ` No, 44167 l - �N� A�S.S.A� BERTHA HVw Accordion Shutter System * . b� EV J,\, TIWT TESTING k ENGINEERING COMPANY American ShuNer Systems A$$e(•.IGtIOEI, Inc. V. BLADE 11 W/ OR W 0 H.V. MNOON BLADE 8 N.Y.. BLADE REvl pFSeRlPnryi DA.E pywN 6C LC. 1 WD ISb)9 0)/i6 2 ...... •�•�� •.......... �+ II / III OVAL fi355 NY. J!A St. 34. J0.\ NPRW GWOt)1; fIPaM YI PRme : (]6519)I-I3:G . fti : (Sf15)6)1-I541 -moR: a!«evmLcom 4288 West ROWS oN�a West Palm Beach, R 3340J 3 DRAVlING No --. , Eta'],!'6-ow.... ' 3/ I//ITIII' WATER A TILR Jn P.E. Ph.ra: (800)432-2204 . Fa.: (B6Q209-B380 3 P.E. SIX SIGNUUM E/04TE RONsX Uc. 1 44167 5 1 1 1 CHFFT OUT Op * SEE NOTE 6 FOR HV LOCK 3@ , T LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 0.LOY) LARGE FU E'THIN SHEET NMERT, PART / 0820, AS uiHUrACVJREO BY AVOEL CHERRY TEXTORN, PARSIPPENY. NEY! JERSEY 07054 OR EQUAL. IN '1-J%�E%IS,ING ouAAF I/ 9UDE IQSUCK DETAIL NVi, mDIUTEQ ON SHEET B. ©w®w©. AN CKTE 0.5 USHEET 0.L FlD4T BE USED %1 DELVL RULE-HJD . AS 11E EO WD SHEET 10. MAY BE USED Q LH MD-KATC G-A. K�-� �- INSIN rffi DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 1/2' I (lO.1/4• S.N.S. C HT. — — — — — — — — — — — — — — — — — — — — — -------------------1 O C. RILL LENOM. IN * MIH. C ➢ON HI r'. .30 'HV "T" bf CUT 3' 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2-NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. @0 HV "T" LOCK (OUTSIDE) f 2� 1/4" 0-20 x 1" S.S.M.5. W/1/4"O x 5/8" RIVNUT t. 30 HV "T" LOCK (OUTSIDE) HVG* p`' �: '�GENSs�i:+,✓�' 5 * ;` ND. 44167 a * o 9 ,'N . P ♦ t�11` [� t�yaV�dt lOrtAl 4" ,�iA' ©2017 %XW. C. (I N6aEM-0) c■ ■ ■ .a7 A $ American Shutter Systems Association, tna. 4268 West RD"Ee OTtee W-t Pmm Reneh. EL n407 Phone: (800)432-2204 . Fan (561)209-8J80 RJZQIT LPSIERN MLM SUrrlr. INC. 1 LE C O 1 ■c. TIWi TESTING B ENGINEERING COMPANY d)SS N4 MN. 51.. SW.YrS. n0.CwY CMpIId. KWw y16 Pnw.: (ns�an-Isv . m.: (Jm)an-IJJ1 71 uHmooaxn wutEA®wDmLf a. P.C. AcsmA 0". yule Q. BERTHA HVTM ccordion Shutter System . BLADE /I W/ OR W/O RV. WINDOW BLADE @ H.V. BLADE RN.. DISCIMON DATE Dww" e. LQ. 1 01➢ 15-OT9 m/2 e/N MTE: DT/96/V L DRAVdNG No 1 %-1 �2 T 4 P.E. SM/SIGNAIURE/DATE a SHEBT A AP 9A e OUT �' ^-EpSnNG GU59 I IN r INSTALLATION n HV BLADE 9 I W/ HD CENTERMATES CSP i _IDUS NC GU55 --------------4 - 7 i -------- ®. ®o. O9•®wl9•�5aO9 I r.2•.Vem•-r 1/2 35 tK (tn63-Is PLLOY) AIUY. ANGLC W/ (1) KTo }epCON ANCnefl6 i0 cxM(iaP//eBo2rcu)! (>) / (OPnONAL) NM. SEPARATION 4 H.V. /10 x J/4' S.M.S. 0 12- ) �fo.c. TO cuss PINS TrP. IN (SEE SCHEDULE ) (4) H.V. ME A M )1 IO Nµ� MP) rz 1 h h HIE , ON SXi ET ti . 6 1/2- PINS (TYP.) / I A 5/8 �'�DB—HVB (OPnorvny OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) * SEE NOTES ON LOCKING RODS ® 4 HO ®tOCKS ON SHEET 5 ** ONNERSPL ROADNG B'J,DEOJ DETNL ADO-NWD IS VALID FOR ALL CENIERIUTEs APP—TIONS WRH BLADE 1Q .0w ,1A 0. FLORIDA BUILDING CODE (High Veiocit Hurricane Zone) d *,cFesF;'�` *jfNO,44167': a iW;:t - AAlE 1 ©ia12 nnw, we (ex wEw c] A A■S■S■A■ American Shutter Systems Association, Inc. PovaRJ34022 Phone: (800)432-2204 ..Fox: (561)209-8380 ®p17 EASTERN METAL PLY. INC. PHV- �LECOtxc. TILLIT TESTING $ENGINEERING COMPANY Kee xe... MO. s., $1 lac. WiPxA onoes, na.o. MIc Phanx : 13as)an-t53o. Fax: CM)9T-teal a-m<a: m.auoacem Ell-M)OW19 v4nA A nL`n ir. P.. nolem ❑e. 1 44167 BERTHA Accordion Shutter System .V. RUBE it W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE R 9Evr. oEscnvnon ONE h. er. LG I an 15-on m/2p1t m : 07/26/1T DRAVNNG No 17-102 f P.E. SEALJs(-tTfl6iE/DATE TOH OF 2a t 0 O Ifi• O.C. 1/2- JIO.1/2• S.M.q ® 16'GO OR CURED CONCRETE OR ?/ ' ONCRETE BLOCK WALL, / - N CONCRETE POURED CO Oft CONCRETE __ - POURED CONCRETE OR CONCRETE _ BLOCK Wall. REOUIRED j / CURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ECU REO r BLOCK V.'ALL REQUIRED,r EXISTING GLASS I / s ' l� /f EXISTING GLASS r� STING GLASS —EXISTING GLASSr� /� ./ —(— — MN SessF SEN r / - 2• MIN ro CGuess((SEE MIN. ff:%RAD0i Y % MR SEPORAMrv� GLASS CsEEr W Y/ / YME➢L'LE ON S EEN , 12 FOR 9,4BODA'D / // // To 'W`I (SEE: E CD Sf ` / MN.�YDARADQI To CN55 (CEF `A121.XE DN 5'IFfT IUS ON MEET 1/I6•X3• MAX. IXl SHEEF 36 FOR 12 FOR 12 Nt NUDES)" f 12 FOR RLMDEQ1M0 2 FOR EIMEQ)AH WI SHEET 20 FOR (6063-T6) -NT 9A03(fle QA� Y Ul �JEEi 26 FSt .I/,,. ON 9fiE( 20 FOR '®ADES��© BLADSQN� PLATE.(LLES OCATE 1/2•� � ` 9N1YOk Q'D AT EITHER 510E OF MIN FUSE 1. OR Y MAX. 1 ploxl/r S.M.S. I y (AS APPUCABLE)(G•Fv8•x0•-z' -- - - ® I6. O.C. -----�'a' I� ;C4�J ALUMINUM CLIP ANGLE .(6063-T6 All OY) AT MIOHEIGHT / (1) p10x1/2• S.F!.5. TOQh (2)1/Op TAPCONS ANCHORS TO WALL AT 1. O.C. (LOCATE ATJtN�;- SEE PE(N L OR (Nm EITHER' SIDE CPO) OR f SEE DETAIL X FOR SIDE CONNECTION TO TRACK$ IN DETAIL(j) END C/OsNNE �IXISIING CLM155 L i V I �� MN SEPARATION A10 TO GLASS (SEE a 16• I/ 6 SCHEDULE. SNEETI 12 FOR 8ADE 11�INID / CONCRETE f ONSYEEI 20 Gqi sLACe m& `J ANCHOR O—\ 14• B.C.; 1 OR TO TRACKS !y ! Ir A(�iwrJ6.Cm�mf .�i}w TSm aw0)m0 sO..0w IOwKywf�i�w fVi.0 .�j iwpO s• @6,.@w0.©w �m6 �wG•�m BO•a�w®•IDS ®w0 TION DETAIL 2 END CONNECTION DETAIL03 POURED CONCRETE OR EXISTING CONCRETE BLOCK WALLREOUIRED %�S C END CONNECTION DETAIL 0 L REQUIRED ONLY FOR SPANS GREATER THAN 12•-D- ,- 0. 6 ORCOR3�10R I ORI TOR Iq'03'.I r � i z• IN N!- � I (III l re� ED �C0.�OR�OR 2 IAIN 2 MIN. P ♦ $EE ll1d.1,1�A1I0N5 OF USE FOR y BUDS Ivry ON SNEEi x8 �I %j' CR©OR I�i R I§ VIEW Y 5 1 JOR X �' O� �� DETAIL ®m©•Gw6 3s / (boR D S�„ L POURED CONCRETE OR —� ®w©•QsOw/•�}'a tl N TAL ION CONCRETE BLOCK WALL n�w�j. �m©.�{$w U•C1 •�°'©'O) •`l%m REQUIRED ��@-�•®^� (T�.�g.0 .�,w�.(�.O•�w (il HV BLADE OR HV WINDOW BLADE INTO . �mlCs•aap0 •�i,m (g)-@-@@-0-05-p CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ©•f6wv�'wv� �wOOFpg NEC 0 D TAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • tt1 •� T m� stiP� c�ivsF P = 0. 441 ©301) TLTEco. INC. (EN9:NEERINO) S ■ ■ ■ ■ American Shutter Systems Associaiton, Inc. 4266 West Roatle Drive West Palm Beach. FL 3," Phone; (600)432-2204. Fox:(561)209-8380 Q2017 EASTERN METAL SUPPLY. INC. 1 L E CO 1 N a. BERTHA HVTM Accordion Shutter System .V. BUDS )I W/ OR W/O H.V. WINDOW BLADE k H.V. BLADE r * F A m \\ 47 4(I \ P.E:•Sf.N.{SIG�iFitlR♦:/UATE TILLIi TESTING k ENGINEERING COMPANY Ac, N.W. M., 5 .. MAA N.— 4WaER% In. ssi9 pnon, r(3B a)e)I-Iva . pn. r (.lw)ml-IVI -mme clmaoeootavm EB-BBB6]I9 XITS k 11W111 P.E RORIDA UA / ats) BLvvlo BCscWRIIXI DAM GRA" en. LC. I OLD IS-D.. W/i0/I] coD)/i6/O x DRAVIING NO 17-102 s 4 SHEET 28 a MAXIMUM SHUTTER SPAN*'L+" OR 'L-" (ft.) FOR INSTALLATIONS W/ CENTERMATES, & oor or W/ ONE NV . V/®SOCKING RODS 35 26 Or UR LOCK N CENTERMATES 2Cn 29 W/ ONE HV O LOCK 30 W/ TWO LOCKING w CONCRETE &WOOD 6TSTA.LAMNS 0 �Y.DDaxxsxx sams . iwaR/muoc DUNE NOUNRNG MWMWC .. .,.. ro• MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) FOR INSTALLATI01'A saoaw Pn65US MnM l.m-1 25 OR 26 W/ 121;sp&%MIJ9EE I a.mor FLOOR/COIMG Y011044G rtAin4 (. as as -1 'L+" fi• HUTTER SPAN* (I) LE IPOSIAUM ALLOWABLE SPAN FOR xJ INSTALLATIONS A GIVEN AS.D. DESIGN SEE BELOW FOR MINIMUM SEPARATION TO E RATING PRESSURE RATING CUSS SCHEDULE FOR .SHUTTERS INSTALLED vTHIry GLASS 1/ ONE HV LOCKS ° ALLOWPBLE SPAN FOR A GIVEN THE FIRST SO'-0' ELEVATION OF BUILDING W/ NO LOCKING NEWTME AS.D. DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUNTER, (2) PROCEDURE M DETERMINE MAXIMUM (2) MINIMUM SEPARATION TO GLASS FOR SHURERS SPAN MR WALL MWNTINGS CR INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING, BOOR/CEWNC: GIVEN A MGMWM &S.D. DESIGN L,LEASUREO AT BOTTOM OF SHUTTER IS 3'. CONCRETE INSTALGMINS PRESSURE RATING, DETERMINE MAXIMUM SPAN Z+ MIOM SCHEDULE' GWEN A NECATME RSA. DESIG PRESSURE' MINIMUM c p oeTION TO ett < H[p RWR/[OWG YONinNG OR i100p uL YWMINO RATING, DETERMINE MAXIWM SPAN l-' FROM SCHEDULE. MIN. WWMUN ALLOYUBtE SPAN IS EQUAL TO ME 3e UMUM DETERMINED SAW BETWEEN "Lt AND t--'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN. FOR COMPINAnONS IN 6LTYEEN WALL W/ FLOOR/COLING MOUMINCS: FOR A GNEN POSITIVE ASD. DESIGN PRESSURE RATING: DETERMINE: SH MR W/ ONE LOCK WITHOUT LOCKING RODS LI In L-(n) SHUTTER SPAN INTAALIA�O,neW/ -"""" ""-"3 CENTERMATES INSFA LKRON W/ CENERMATES 18,-0' 14'-10' 12'-]' 6'-1W 105' OR LESS ] 3/B'e 4' IV -II. 13'-I• 11'-J' 12'-5' >105' TO 1/A% ALLOWED ] ] /61E 4' I1•_1• II•_lp• ID-2' 10-11' s USE 2 1/2" FOR HD LOG. ali'.$3 OR lSe USE INOiG1ED VPLUES FOR M1'CPiERMAiES® D'-5' 10'-I" 9-C' _. _. LIT- MM. SPA' FOR WALL MOUNTING ..,......... _�_.-.-_.. -� -..�- __..__... �. " FOR A GIVEN NEWTAI A.S.D. DESIGN PRESSURE RATING: DETERMINE: M-- LUX. SPAN MR YfALL WUNIING INSTALLATIONS. U-- MAIL SPAN FOR BOOR/CEIWIG SHUTTER SPAN INSTALfAPON W/ SYMMETRICAL CENTERMATES INSTAllN10N OPPOSNI CENTERNAT t05• OR LE55 2 3/4' •• 3 3/1fi' >t05' To vA%. ALLOWED 3 t/s' ••• 3 1/4' MOUNTING mANlAnoxs. RNAL MAwMUM ALLOWASLE SP,w 5 a• USE 2 15/I6" FOR HM T LOCK ® W/ Q9 EQUAL TO ME MINIMUM BETNFEN 1+; 'L.- AND 'L2--" www USE 4 1/8' FOR HV 'I' LOCK 0 W/ USE INDICATED VALUES FOR HV CENT MAT -0' V-4' 6'-2- O MAXIMUM SXUTTOR SPAN 'L+' OR'L-' FOR IN IONS INTO WOOD SHALL BE LIMITED TO 105 -B" 5-10' aaf. A.S.D. DESIGN PRESSURE RATING -J' 5'-e' t H.V. GO I CEMERMATE 13 MAY BE -6' S'-6' USED AT ALL MOUMING INSTALLATIONS. LDCKMG SPECIFICATIONS SKULL BE AS INDICATED ON -4' 5'-3' MIANO4TORY CONDMON +2 NOW J5. SHEET 5. -3• '•''• RORIDA BI ®]OTT mTDv, ixc. (ENaMBFRmc) IL ECOE.e. A.S.S.A. TILLT TESTING & ENGINEERING COMPANY American Shutter Systems Sau. s., sN. Tax WaapeA Dwans RORIw me Association, Inc. �SPM.w. ne : (MM))eYl-15W . Fox (3a5)8T1-1531 a288 weal ROaas Drive —is III weal Palm Beach. Ft.3340J 18-0006719 Phcne: (800)402-2204 . FOG: (561)2M-8380 14Aaai 1 Tnu1 11 It ROAG uxc / 4,N.7 INSTAI I ATOM LEGEND GmCRElr & MsMwi WOOD WALL MOUNTING A. B, C, D, E, F. K & L. M. N. 0. P. 0. R, S & V. FLOOR/CDUNG MOUNTING G. H, I. Il & J. T. U. W 6, X. n HV BLADE DING CODE (High Velocity Hurricor @2017 EASIFAN METAL SUPPLY. RIC. DRAWING No St O & .r• .ar •• 1 . Ina' r \ .111 `ra •.I - wiltaAeavielpi „r JI. 11' r; r\° Gil \]:. :Ir �ilE°imuonl�00000n0000mmn0000iv®momi000©ommo'un00000P®mo O Oho �mmmoonoommmon000®0000000mmm000000mmon000nn mmm0000�mmm00000mmm00O©Ommm00000mmm0000OD000�O�® �m®m©00®Ommm0000®mmm0000�m�omm00000m®mon000000000©d m mon®oemmmnon®emmmovoo© mmmonnoemmma000mmmmonoonmmmoovoammm®o®000000n®®o ommoov000®m000000mo 000m�im®o®000mmim�imo®000}oPono®®oo �uvoomo�®00000mmnm0000nnn�o®o �ivmm000000m00000000 i�.mmmq®®vommmvonoommmoonnemmmuv000mmmmr�00000nnu000 ®0000n000®oo m:i;00000�mmo volommmno 000®��0000mm� �mmmC®®oOOmmmO®OOOmmm00000m�DOOvOOm��D0O0O���©DDOO mmCA0OVO0mmmOmoeemmmom000m®®000vom®®nvvoono®o©uoo mmm00vO0mmm0�000mmm0O000mm©OOOVOmmO�ovOODOOUU®DOD mm[E10®DOD mmm0®O00 mmm000v0 �1[FIOOv0v015Ei�®vOOOO DO®®®oO0 ®®mv®v0000m000�oomm®mv0000mmoov000®®mmoe000pono®000ll�io ®m® ® OoO�®113 EMEo®m00000®mO0000®mmooO000OO�®®000 mmme0000 mm0000 ®om 00000mm®m00000mmm00000� 000000®m®oov00000®0000 O000000OO©O�000 �OOm®oo�0000®00000O��000000 mmonoom MM M M =M mmvovvoommee oeemmoovaov®000vvvo�m00000von®® o00 moo o®mm0000eommvovvoo� ov0000�nv000vono Boom, o 6000 �m0000000m000®oo®m0000000®oov0000®ov0000IM mOOOO v0®O OOm0000v000000v0O0 0O00 OEA oMKN0ML'A 00 mOOV000o0o000000m00v00�0 mO0v00vO0f000v0v00�,10000M ®oMMM on0000m0000v oo�000wo�000000000000�oom®00000 ANCHORS SPACING LEGEND TAPCON WTH ADVANCED TNREAOFORM TECHNOLOGY BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦ SEE UMITAIDONS OF USE FOR BVDE 1A ON SHEET 28 n HV BLADE OR n HV BLADE W/ A HV WINDOW BLADE WORKING IN UNISON NO 441&T cM,) ULIECO. INC. (NCIxEERXG) A,S,S,A, American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Bss�h, R 33407 Phcnc: (800)432-2204 . Fav: (ESI)2D9-8360 BERTHA HVTM Accordion Shutter System .V, SLA➢E BI W/ OR W/O HY. WINDOW BLADE k N.Y. BLADE #1 1L E C 0 i,c. ' °' \\ \ i SJQgA� E,,1.6° �., TILLIT TESTING & ENGINEERING COMPANY 6J5S X.W. S6M. st.. Sta YJS. NgcIY1044Gp[NS, rtPiW ]]16 po5)an-Ivd . E°.: pps)e)1-1531 .11. 6Xe-ees.m— ER-. 7ILLR 1. P.E. CCoene N{11EA R FWRIDA Us- It 44167 RuNt olsCwYnox CA,6 pMvm 4f. Lc. 1 dd ISb)B O)/]L/)) : DRAWING No ]—'IQQ 3 4 P.E. ft/5044f6hEIMTE 5 1SHEET 8,00 © FF• F '00 90 M id, 0 SM-0-0-M-m-m- 0mmvonommmmv000vmmmoonvo >mmmn000vmmm000nnm�mnnon© ov00000000000000m m00000 mmm0�000mmm�000Ammm00000 mmm00ammmmm©DODOmmm0000000000000v000eeemmm000nm In � mmmovnoommm0000mmmmonnom mmm000nmmmm000nmmmmonovm �o�000voo�0000voosomm0000® mmmoouoommmnomommmmom©m© mmmvommommmvunommmmoou®® O�O0000®oo�Oov0000m®EM31I in mmmo®mvom mmmmmommummo© WIN ; mmmuoo®ommmnom©�nmmmmn©ooN omm000mmmoommmmmmmm 'mmmomoeommv®nmmommommmov 0 000000eeoommm"Mmvo 000 mmmmoovemmmommoemmmmmee mmomm000mmmo®moomm000m©o ' 00000eveovoeovoommmom©mo mmmomoeommnmm®oosgm.�ao®oo mmmmn000mmmom©oommnmm�oo �m®®o�eeem M"M®®eee mmom®EaEoo mmmvNe000 ILoI>a2umo®11ao �oov0000Po�i®eeev000mm��®�oAo moo©movommmv000®�®v mm®®oovom®ov©nv ooeo ®o©oo��i�vvovoovoom�a�®®oo 0000 mmvee000m ®®vee®mm ®eo ��eev0000 oeeemi�i�o�O �imi�voeve ®mm000+�Pom Mnnovo ®M00 0 mmi Movnm OmOOOO�ammomm000mmmmmvvo ' voaovo a®Deese®omnomovoo tmOOOOOaOmm00El1OVOmmO00vOO ®m000Ov0mO0mOv0om0©mOVOO a00000vommm00000�m©00000 ' eeeeeov®v0vooeoommm®0000 m®o0000000�m00000©�DOOvO �0000000mnmm0000nm®ve000 mv000voom00000oomo®vv000 'ovv00000mmv00000mopol00000 ov00000000000000�nv000vo mOOV0000t�00OOBC.OmO 00000 00000000�m®000000m®oovvo ' 000v0000v0000000mm©00000 0000v000nvu00000v®000curarsa meeoe000mu©0000e n000emcrxales, P.E. 1. ACHORS TO SUBSTRATE SHALL BE AS FWLOWS: (A) TO EXISTING POURED CONCRETE (Min. fc.- 3 Mal ANCHORS SPACING LPCEND. - 1/4.0 TOWN WON ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BNLOIX. (Min. fc - 3 q) - 1/4"0 c 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT A SPECIALTY COMPANY. (Min, rc - J No) TAPCON WITH ADVANCED - 1/4'0 BWE TO CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, W. (Min. Va - 2 Nol THRFMFORM TECHNOLOGY - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS; INC., AND CSTRIBUIEO BY ALL PoWIS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUMWRDID VENDOR REGISTERED WATT THE AMERICAN SHURER SYSTEMS ISSOCIATON, MC. NL PoIN15 SOU➢ -SET (Min. fc - 3 luq BLVE i0P W/ CAP NOTES:- TAPFER+ N A1) MUSEUM EMBEDMENT IWO POURED CONCRETE OF TMCON WIN ADVANCED NRFADFORM TECHNOLOGY ANCHORS AND TMPEN+ ANCHORS IS 3/I•. ANp FOR BLUE TAP W/ CM ANCHORS 1$ 1 1/2•. MINIMUM EMBEDMENT OF 1/4"0 K 3/4' ML PANTS SWD-SEi NSHOR$ SHALL BE 7/8' IWO ME POURED CONCRETE NO EMBEDMENT INTO STUCCO SNAIL. BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SWUM STUCCO F5. UM A1wH5 OF . R BOLE aX 9hII 9B Exiv, AND 1- MINIMUM FOR WALLS WIN NO BNCCO. A.3) IN CASE THAT PflBGTT STONE. PRECAST CONCRETE PANELS, PAVERS ANY VENEER BE FOUND ON THE EXISTING WALL n000. ANCHORS HA BE DING ENOUGH TO REACH ME MAW STRUCTURE BEHIND SAD WALL FINISHES. 30 SHAM BE A WOMATED ON S ) A, A ON NOTES AI) N A2) ABOVE. FOR TRIPS O SIDING OR BFS 14TH Ut WITHOUT MErti STUDS CONSULT THI$ FNCNEER. FOR SVNTIHEET AL STUDS DS SE INSTOUATON INTO EIFS WITH METH. SN05 SEE SXEETpBA (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON WITH ADVANCED THREPDFORM TECHNOLOGY ANCHOR$, AS MANUFACTURED SY I.T.W. BUILDER. - 1/4"0 . 3/4- ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - 1/4.0 EWE TM CONCRETE ANCHORS W/ GP AS MANUFACTURED BY FMROA FASTENERS INFECT, INC. - 1/4% TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENER$ INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & BPECMLTY N COMPANY OR ANY OTHER APPRI UCENSED OR AUTHORIZED VENDOR REGISTERED WITH ME AMERICAN SF.UTTER MTEVS ASSOCATIOM INC. VV EBLAD WHV DO BLADE WORKING IN UNISON NOTES: &1) MINIMUM CN@llMEW IWO CONCRETE BLOCK DF BLUE TAP W/ CAP ANCHORS AND TAPPER. ANCHORS IS 1 1/4' AND TAMON WITH ADVANCED THREABFORM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/4-0 X 3/4' ALL POINTS SGJI ANCHORS BNALL BE.EWIRMY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT IWO STUCCO SHA L BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO Eaw, AND 1" MINIMUM FOUR WAUD WITH W STUCCO, 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS 09 ANY VENEER BE FOUND ON ME EXISRNG WALL OR ROOK. ANCHORS SHALL BE LONG ENOUGH TO REACH ME MIN STRUCTURE BEHIND BAND WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES Al) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WIN OR WITHOUT METAL STUDS CONSULT MIS ENGMEER. MR INSEALIATON INFO EIFS WITH METAL STUDS SEE SHEET 2Bh. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPMlnCArONS OF ME ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) MORALS SWING REARONSWP MR. ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHI MMQMUM ANCHOR SPACINGS ME VAUD FOR EDGE DISTANCES INDICATED BELOW. MR E. D. LESS MAN MEANDIGTED REDUCE ANCHOR SPACING BY MULVLYW SPACING SHOWN ON SCHEDULE BY ME MUDDING FACTORS. REDUCED EPACINO (RAMFD USING FACTOR. SHALL NOT BE LESS MW MINIMUM SPACING INpGTED FAR EACH ANCHOR HYPE. FACTOR EDGE EDGE DICTANCE APDox W/ AD,NNCFB MIN. SPAPNG MREALEORLI ALL POINT SOLID SET BLUE TM W/ CAP TAPPER + MIN. SPACING E.C. 3• 4' MIN. SPACING 3 )/2• NUM ONC a P p WE�IE MN EA •]1/Y faYME ByyK YNE0..21/2' PoURFD 1ONC1E2 & CONCRETE BLOCK ANED.l1 POURED CO & EILOC CONCRETE BLOCN AM F0.•P PoyEp 07 NN E0.•J 1/2'6Ha E0..21/2' 3" 0.90 '.0 0.78 1.0 0.84 t0 2 1/2' 0.91 — ,.0.... - - O.bO 1.0 '2' 071 1 , z• - - - - 0.3s - No. (EHOMEERNW) fL�T E C O 1NG" TILLIT TESTING & ENGINEERING COMPANY BENT X.W. ]nR W.: SN ]M1}'.M. WADpy RWPIN . pi,—: (05)87i-I530. F0.: (305)871-15,31 E4RWS701.[wn ma9 ryALTER A A MILT P.E..howDA Le..9 u44 lsT A.S.&A. American Shutter Systems Association, Inc. 4268 Wa,t Road. Drive West Palm Be0<H, FL 33407 Phone: ($00)432-2204 . Fax: (561)209-8380 2 EASTERN METAL SUPPLY. INC System & N.V. BLADE 8 DRAWING No 17-102 30 m®mv0uom®®m®®�Tmmomoommmmo©©v©vom MEsannoov® ®®mm®nvuuvovv�vo�©v©�� 0®0000m0 ®®®®IiEl�m©a00000pm0 ©ODD©vom �0®m©O 00®®®�0l�®EA0000"®0©DO©00 m®m00�00®®®®m®m0000000OD mmffl©ODD©©©© DODO®©00©© ��®<ODOOO ®®�00m®000 ©0 m®mOmOmO®®®m00®mmmmm00mm0©0©©©©q o�©�omuimvvo®o�©�©©©®0 0®000000®®m0 v�mvomC®mn000©vvoovg 0mm00000®®mm 0 ©00000000®00©0©© , ® m®moovov®mmv®vmmavoom©vovv©v©omv m®00pp0p000®®mopp®m®ppo0pppv00p0000©00©©000©©DO ®�®O�O�DO®Om0O�0��000®®�®0©ODOvOO �®momvvv®mmno�n000vumo®moovovv®mm �®monovo®�®o©mmmmm®©oommvvvvovo® '�®0onnovmn©o®v0000��©®eo© ©v©n©o m®mnoomm®mm©®oomvv�®mmm©©® vomo ®m®mnoomm®moo®®®mmuvm®moov©v©mmmmm m®mv0000®mmvomoouuvu�av®o©odo�v©om �®monvvomommvmmmvvom m®munnmomov©nmmmovom©mmmavv®vvvm mmmov ®mvm ' iv®mvoo m®monnoo�muE®OmmmOm�©ommm©©ovo0vv om®vim®®�1�00 avu®o©©vv©©0v m®monommmm®00000umv®®moo©®©v®mmm 0®m00000lmmm®®omovm®®oomo©©®mvmmm �® �moeeou o ommvv®® oevvv©�°oSemivo �®Io�n��mm m®®v��i�mm ovn©raa000v�®©ommo moo ®v �m®m0000vuvommomom® o®m00000�mom®voouvv�v�oo m®mvommmv®®memomm mm©m©o©oo v�mv�im9� 0®mommmmnm®aammmmomm®mmmmmv®mommm Ple om0vvammm®©vvovvvvovmmmm©vo©mmmo 0®0p0p0voo �0®om0opDp000000pvo0©DBoom" i0®0000i�0�000000�700©DOI��01700 OOVO �n��000�m����vv®Husuffln immm 10111= sv®mvmmomnonoovv®vvoovveev©v©moms 0®mmmmmmmmumomvovmmmmomo©©mmmomv m®m000vomv®m000vvvvoiDomo©©©©©®®m o®mmmmmovmommommomomm000©©nmmmooEm m®mmmommmm�mmmomooi�sA�Raomomov®000 0 p]ou nuEcO, INC. (ExcMEEwxc) IL TILLIT TESTING & ENGINEERING COMPANY X., M.b. ]s" 5:., s'...1, N WIXN VF ., ... . Phone : (305)071-150 , FOX ; (305)871-1331 -,: nue«0«L«m Wµ.A TLUT Jn P.E. RO. M Liu 0 Nlfi) TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ M SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 0) HV BLADE ONLY A.S.S.-A. American Shuller Syslems Association, Inc. 4268 West ROOde 04. Weal Palm Beech, FL 33407 Phan: (600)432-2204 . FPz: (561)209-6360 [a81Et31 Accordion Shutter ME it W/ OR W/O NV. WINDOW ME DRAWING 17-1( mmm mOm®® m© '©omma m0 ®©mmmm®IMM ��qqmmmoo®momm0oo®mu ommo0®®[9ODOMt:1®OO©®0m0oOFd7Fs70®®0oo®EE70 MG�mmm0000=mmmoO�Dommm0000®mmmm000nOmm000a®� YY1Iii5Sffllmmm0oo00omm0oo0ommmo000e0pO0�OpOOOmmmm000 ®� mmmm00 ®® Hf�HHHH w®mm®®0®p000vOf0®m0�000 mnn0o0®®mODODopOmmm®<0HBO �IDmmOoevOfOmmunmmmmmmm , lomm.....m OmmmmOHummmmmOnmOe m®®om=mmm®®Doom=mm®oomeeno®oo===m®®oommmmmmoomm= �ivmm00000mmmon®vommmtooeoonnnnn®mm®mn©000mmmt°o®oo �som000000mmovovooml amoomeson===®ooiv®uvovee�i�mnoo®o�O mmmom==mmmmmovoomPam�ooss0000noommmmomm==mmmmomm= �m®ppmp0000pppep mm�m�pp®pppppop�� ���m���®gg�®��®®ml�m�oommo ivmm®®000 ��0©0000=m®n�mmoo mmc=fmncfase nnOa®Doom®©00000m�m mOm000O. ommmmmmmoo®mmmmo=mesosnoommm=moovmmmmmmm m mmmmm �oomv000�ooeovoortlnnsimeese 0000uoenlP��©000seo®0000 mmnep00000maoeevopponmcnnseesspono0vepooia�000000mnooevoo mmmpmCpidno �m000p000 mlappDOe000 ®�0000Oo mmao00oo ma1"m ��mO 0000lm�mo0 oo"mmmisSdeOoono�aOmo�EmppeemO®DI'F�Am®m�l0oo �mneomo0mm o17Em" mmmm"oomO® aaaamanuffim aanO®®0000lm0mo0oOo �moOOOOO mmov00000amevoeevvv nnBounce" Kam olv0eoeemneogvg000mmeevome �mv000000m0000000maaaaaasom o®o�O=Mm=maivoom0000000 ��o�ioov000i�0000000m�aaaams oo®ooeoe�000®aoo��oomm�$o TILn" .�, Ivu, qq / IILIECO�m,. \ f' i' TILLIT TESTING & ENGINEERING COMPANY �,�p`i ,y}+� a 6355 X.w. JB'A: a4 54. JCS... 4L . ilPiW ]3 [' v'.. .N M� v1' Rwns : t3n)a7I-1530 . Pav : fJ05)9]1-IJJI 4 e I WALTER A TIM Jr. RE. P.E. SEAfJNBNATUaE/GATE 6LOMM uv f 44167 ANCHORS SPACING_ ly cGE TAPCON WfIH PDVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 14 *SEE LIMITATIONS OF USE MR BME 8ON SHEET 28 n HV BLADE OR n HV BLADE W/ l& HV WINDOW BLADE WORKING IN UNISON 2017 EASTERN METAL SUPPLY. t4C. A■S■S■A■ Accordion Shutter Systei .V. ME RI W/ DR. W/O H.V. WINDOW ME & N.V. BUD Amarl., Shunter Sy9t&m8 K1,211 Wl"IPnox WE.. rn: Lc. 4268 .Gf)ORr IG.13-a]9 t West RooeD a Drive % DRA'IN'G No WezPelm BeecM1 R 3340) J Phcna: (800)432-2204 .Fax: (561)209-8380 4 7--in) I. ANCHORS To WNL, FLOOR OR SOLID MO00 sOFFTr stU BE IS FOLL ' — 1/1b TMCON WIM A WICEO THFGOFORM TECHNOLOGY FMCHOR9, AS xMMUFACNRED BY I.T.W. BUILDIX W/ VIINWUM THREADED PENEFRAPON AS INDICATED AT EACH SECTOR ON SHEET$ 18 & 19. E%CEPNON: FEE HOLE 2 GELOW. 2. ANCHORS TO HOUOVI CEIUNG SHIN. BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S, 2015 SPECIFICATIONS. 3. SUBSTRWE SHOD CONSIST OF THE FOLI0WIN0 —SOUTHERN PINE No. 2 W/ G-0155 W OS) —DI PA w/ G=OSO (WD.S.) —SPRUCE PINE FIR NORM W/ G=OA3 (NI —SPRUCE %NE FIR TOM W/ G-o30 (N.D.S.) —WN. 1/2' COX PLYNOOD (1986 AM) SHIN. BE INSTALIEO FGLLOWNO Ill OF ME RECONNENWTONS AND SPECIFICATIONS OF ME ®2017 TLIEW.. INC. (ENGINEERING) IL ECOIina. TIWT TESTING & ENGINEERING COMPANY .1 H.W. 21t, L. Sle. so. Nf.GHN WipOS, ItMM so PMnO : (305)671—IMO . Fox : (305)BTI-1531 'AL1EA A.'LLT an P.E. RORHOA Uc. 1. 44167 ♦ SEE LIMIGTIONS OF USE OF BLLOE to ON SHEET 20 A.S.S.A. American Shutter Systems Assoclation, Inc. 4260 West Roads Dive West Polm Beach, FL 33607 Phone: (8001 . Fax: (561)209-63M INC. DRAWING No MAXIMUM SPAN (ft) '=-;U B!S3;TRATE SOUTHERN PINE No. 2 D6UGL% FIR W. MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S&v B.O. WALL MOUNTINGS S&v B.O. WALL MOUNTINGS S&v AS.D NEGATNE DESIGN LOAD (ps 30 40 60 75 90 05 .S.D. WEAVE DESIGN LOAD (p6 30 40 60 75 90 105 AS. . NEGKW DESIGN LOAD (psi 30 40 60 75 90 105 3'-0' OR LESS 12 12 112 112 12 112 12 112 112 112 12 112 12 112112 112112 112 4'-0' 12 12 112 12 12 12 12 12 112 112. 12 12 12 112 12 12 112 It2 5-0. 12 12 112 12 12 12 12 12 12 112 12 12 12 112' 12 12 1 LE 10 6'-0. 12 12 12 12 12 12 112 12 12 12 12 12 12 112 12 114 9.5 8 7'-0' 12 12 12 12 12 12 112 12 12 12 12 10 12 12 12 10 8 8 W-0" 12 12 12 12 12 12 112 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0. 12 12 12 12 12 10. 12 12 12 II 9 8 12 12 9.5 7.5 6.5 6 10'-0' 12 12 12 12 1 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0' 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 11.575 8 12 12 0. 8 7 6 12 11 7 6 5 4.5 13,-0' 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0- 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 4 3 16'-0" 12 12 10, 8.5 6.5 4 1.5 12 8 6 4.5 3 11 8 3 - n HV BLADE ONLY 1. ANCHORS TO WALL MOR OR SOLID WOOD SCFm SHALL BE AS FOUCWS: - 1/4.0 TAPCON 1WIH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACNRED BY LT.W. MUCK W/ MINIMUM RWOYDED PENEIMTION AS INDICATED AT EACH SWnON ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HGUCWS COUNO SHALL BE AS PER MOUNTWG TYPE U. SHEET 19 AND SPAM. CoN51ST OF UB SCREWS AS PER HIM 2015 SPECIOCATIONS. -SOUTHERN PINE No. 3 W/ G=0.55 (N.OS) -DOUCIAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE M NORTH W/ TY0.43 (N.O.S.) -SPRUCE PINE FIR SO W/ G-0.36 (N.D.S.) -MIN. I/V COX PLYWOOD (1986 APA) 4. ANCHORS SMALL BE INSTALLED FOIlOWINO ALL OF THE RECOMMENBATIDNS AND SPECInQUICNS OF THE ANCHOR'S &,HUFACOIFER C)2017 HLNCO. INC (EWINEENING) IL ECOENa. TILUT TESTING & ENGINEERING COMPANY .S H.V. 36"' SL. P. 0..... OUCCHN. ILdeLe )2 Phone : (305)871-1530 . FP.: (305)871-1531 ~ma: tatmocoo"'M 0-0006719 WUTvl A TUMT G, P.E. RGaW u, j 44162 A.S.S.A, American ShuHer Systems Association, Inc. 4268 Pleat H09de Drive YPot Palm BeOCh, FL 33407 Phone: (80D)432-2204 . Fox: (561)209-6380 EASTERN META. INC. DRAWING No 2 .4' WOOD .w (SEE SCHEDYLE ON Si /2' MN. COX hY600D ROVE. 2'N' SUDS O 16- OA. WN. REO'I 214' W000 REO'D. E%15TNO MIN. 2 N' O IV O.C. MIL M ,6) ON HV WALL HEADER INSTA LLA TION MIN. SMAPAPOH fill 1 fa) 1/4'a-M3/4' E.G. MMaNE SCNU.5 W/ Y O.C. 1 (SEE SCHMIE ON SHEEP \YI11 MSM 314' CON(. Sl PLATE REO'D. &I \1 • . A`.�A' rti}GFNSF���a ©2017 TLECO. NO. (ENMNMCNO) C2017 EAS6AN META SUPPLY. INC. BERTHA HVTM i No.44167 * ¢ 4Ei\\ aE4 \\ f t , \^11 let IL E C O 1NC. TILLIT TESTING k ENGINEERING COMPANY d55 NW.: XM.,51.. SW Xa. ane GoaF 1I .10 Pnene :. (]O5)0]I-Is3o raa: (305J6]f-IAI _ ma. CN. aa.wm EB-cae)19 WµIER A P w Je. PL nDNDA U, / 441. ASSA A.S.S.A. American Shutter Systems A99OC1Of108� IBC. 4268 West RPods OZ34 West Pnim Beoch, Fl 3340] Phone: (8G0)432_22D4 , Fax: (581)209-8380 ccordion Shutter System I.Y.VBIAOE /I W OR 17/0 HV. WINDOW BIIeE k U. BLADE I X...a DEscwlmw+ PATL �RArx 6.. LC. : 010 I6b29 mpe/n 26/17 am m/a9/n 3 DRAWING No 1 %-1 02 4 P.E'Sb4/51a "tYDATE S SHEET 18 OFOF 28 e VIµL FlNISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (�,l C WORKING IN UNISON TMCON WIN POVANCN THREADFORM "' TECHNOLOGY W/ 1 1/Y Nln. 4MB" (Min.) EJR511N0 r-EO EO r---------------_ 2' MIN. BE F MPL CPPIF — --- ( ) PENEIRAMVI OF THREiDEO WOOD BFMI REOVWEO. ' ARSA TO EPSTNG WOW sIRUCNRFI MEOUPCY —� HwGN. (SEE SCHEDULE ON SKEET 12) 1/1'0-20+0/f s.S or BE TTIQBEFT.000FED BBEAM pHIWPs iRU55 HFPD II ExISMG OR IRUSSE$ OR VMHYNN 19 EO ED- CHINE SCREWS REGISTERED ENGINEER OR MOrOECT PRIOR TO 1 1/2' RIrIFR O Be w/ 1/1'-20 NUTS SHARER wsvv AIION. 5 OC. RWUWED 12' O.C. 1HY TAPCON KPH I 15 '-- I/ 3 C_ OR ADVONCED THREUDFORM .z50' TECHNOLWY w I 19, .Min. PENEIRMON 0� THRO EASIWG $DEER p/! ua. inK `\ 11 `OPTWWL ARU TO EMITTING vM00 BFM II (SEE SCHEDULE ON SHEET 16) O WT4eJ/4' E0 SNS. f14.1/8• COIN. µUN. TUBE 000-T6 N )W/ tII r •Ij O 6. D.C. I 11 Q © (JJ 5/I6'0 LM. SCRENs TO OF .3 Or i-=TE G `EXISTNG I OT Q OF © lakGRSCREWS V0 ..... ( _ YIN 2 e4- CowlNO—i I / MID''em, OF EMI WOOD YENBER (2' Mm. HOW m "m) HEADER REO'D MIN. SEPARATION cI is I OPEN HOLE AT E4CH-' W/ Y M:n. PENETRATION OF I TO OUSS I (SEE SCHEDULE ON SHEET 12 1 EMISIGNG 1 SIDO TO ACCEPT 5/16'O UG SCREW MI THREADED STAARG. V0.10 FOR �+ N$T. DIPS KTH )2 L GASSY AT CENTER OF TUBE. jpWWJp DpM 3 14M. PS.D. DESGN LON] AND AS. 1 ! Q8 NV WALL HEADER INSTALLATION NGn6DO �* Iaa fO1Y.a mldia m+MTV` IXRr1rvc y �s,{_n,_ MSTbLAiIONS5 ONLTI VPL10 iAnhm a' o5o lni oo�Iaws aAz 1(`xp IaT empep I OR ® aWWLurNEary VINE No. 3. TE" t 1 OR ®� OR EFIR II-- SHEET 4 MR MIGN. StOm ASSEMBLY. 2-VOUNTO) SECRONS M BE COMBINED In ANY WAY M SUR ANY N!37l .Tch. �IHV CEILING INSTALLATION (U>HV CEILING INSTALLATION 1 I OR ®� I u1N.To c1ws5ON 1 ,.�gE� 1 NM.T SEP a FJ05TIxG , Iwf QeTAYA(4W 'S (SEE SCHEIIUIE I +^EBSTN (SEE SCHEDULE ON SHEET 12) Rj IE$I{jI GL4 ' I ew61()41®� M I oN SHEET 12) I'(j�RHN 1 5 GLASS) �I PN{I C i 14 i IFRGB{jii'I 1 AtiERNATL, 8 III S I ANCHOR I'1 ) IXSTND ( WPLL-14 T ) iINISH I I M 9 LOCATION J a 1/4• A 1" Mo.. ©'� A I GV55-1 j10z] 4" NEX, WA EN NEND TEn I DEC MIN Wo00 DECK REOVIREO / (NO EWSH ALLOVIED) u 246' MIN. WOO SCREWS O IT O.a '�" OR® DECK REWIRED (NO RUSH ALLOWED) - �- EDGE Or DECK IF MPUGBLE ••, f+ lJ _ . --� 1 EO-)-EO- 1/4'0-20N3/4 5.5. EDGE 6 DFCKI I li AWUG9LE I/1'O rx TMCON WIN ` 1/1'O TPPCON 1YIM Y AOVRNCED THRUOFORM I. TECHNOLOGY W/ 1 1/2• Yin. PHRIPS TRU55 HUD MACHINE SCRFYS W/ 1_/4•-20 NUR I' NUN. —1 E II.��� NIN. OE M. DECK U _ NIVANCm RARE/DIORIJ_ IECHNCImGY W/ 1 I/2 IJin. ED 2'I:4 COIN. PENETRATION Oi THREADED S61 PiATf MG m WD'MOIN 0! WOOD O 12 O.C. 1/4'O iAPtq.' YIIM PDdNiCEO THREMFCRM TEMBIDLOOY MPIIGBIE 2' MIN, J A9FA m UZ.VIDDM OF MOOD PU.TE. RFA'O. `a`I P(ATE W/ 1 1/2' Wn. PO:EIRMON OF THREIAEO ME, INTO WOOD (SEE SCHEDULE ON SHEET 16) - (SEE SCHEMLE ON SHEET 17) DECK (SEE SCHEDULE ON SYE}TT 16) * " �` �°I�`-rMSe QX HV WALK —OVER INSTALLATION ,I O HV WALL SILL INSTALLATION WO HV FLOOR INSTALLATION jj11✓JA..AAA"". FLORIDA BUILDING CODE (High Velocity Hurricane Zone IfI`Q\N NSF' © FIG. DiTECO, OVKMEERNO) 02017 EASTERN MET& WPFLY, INC. BERTHA HVTM 6 :' No.44167 `:t * . �— Er0� ��S'����� Accordion Shutter System 0 * LV. BLADE 11 W/ OR W/O N.V. WINDOW BLADE It H.Y. BLADE TILLIT TESTING k ENGINEERING COMPANY Rlv.xe D[zcRwDO oar Dy1wH gr: LC. ` American ShuNBE SYS1aT5 I M 1ha)a aT/TB/IT 0.gE 61/26/I2 _ \�i •-C.L 6]55 .. 36". s1 as, Us. MRtl1M NFaf15 H.CPW 56I5 FiWne pa roe: Association, Inc. 4268 West Roads Drive 2 ORAWING No •. S! NAIF'r_ : a)8]1-ISJO . (305)611-IS3I -m ]: tite oiko.l. m ara-aaanla West Palm Beach. FL 334D7 Phone: (8W)4 2-2204 . FDK: (B61J209-0380 17-102 4 �. P.E. BFtiijSIONAfI1RE/04TE DL WKTA T6lR Jr. PE FEORmA 1 / 4067 5 SHEER 6 19 OF 28 EXISTNC 1l IQI OP �56 a"�•id-S3•C%-O•®- G'Q3•®•4^®'43 END CONNECTION DETAIL (Z' Sol END INSTALLATIONS 11 HV & 1AU HV♦ BLADES INTO 2%4E6 MIN. WOOD STUDS. L, .. BULDEY NUS MFp'p. ISNOS ]'.a' uM. Wp00G PEp'p.wExoED smos 69EMTNp Y of \�S1/]• j11 uw, cox 8]YA\MIe, a/s l= ho all (s[ 1/r uw. an. 9}EWEd9EE` E0E,-dae"'Cd].c�O5E0.d 96T W xd wu, e] 9EE] i ]xd 1 lax.Ol U EIM� S°E pPQI S'� B 0.G )IN:1/]' S.U.S. - 016Op ) ( SEE ! OE NECK ON To END CONNECTION DETAIL (1) Exsoxo i/1. ]ucoN � "T" Ss A'urtso nwrAPOPJ[ S i[riwouwr ne evanos 0 6£a3O Mh W PPEal IIPI/1• ]m slops o roc 016 ale. 9- .6 6 L.. 6. 6a:. END CONNECTION DETAIL a shun ax, Safi Hors cnv.]m wrw 7r ♦ SEE LIMITATIONS OF USE OF IA ON SHEET 20 nam a VIEW L-a-0.9.0.9Z. . hoof PLAN DETAILx END CONNECTION DETAIL (j), A�.IIQN DE AIL 72 FLORIDA BUILDING CODE Hf h Velocity Hurtcane Zone ittl ^... ...... •><%✓ ©]pV Tli 110. (ENCwEFH:xC7 02017 F/SIERN META SUPRY, NO. BERTHA 0.441&T `; 4416 0,44167 IL E C O ter TM Accordion Shutter System Sy , [ INC. . , . .V. BADE I W OR W G H.V. WNDOW BLADE & H.V. BADE S i TILLIT TESTING &ENGINEERING COMPANY I'. N.M. ]6N. E.. sex J ' N. `M non. S'E American Shutter Sy8i8T9 ASGOCIGiIO(I. Inc. 6[v.ne o[sc9wnan pu[ aovw 6c Lc. 1 Cla I5-079 pI/I6/1] p1R: OJ/16/IJ �.f Pno:l.: (aps76]I-1!m . P..: (laden-uv 4i68 We., RmEs Go,,a Palm ] DRAWING No ^ d - [) G •••.IGNAeUAE/DATE mail:JE IxtecaGam.wm E6-mp6v9 West [leach, x: 33407 zoi)z Phone: (800)43f-2204. Fax: (661)R09-8880 ! a WN.IE2 A TW] J:. P.E. EEo61M ua I ae16] a TO OF 28 (Da0, esM.. v- SHEET 24 TYP. FULL HEIGHT. (p. m� \ten 7 ulwxnre36 •\ownon � NV. B-ee lVl W I NV6-Na8 R R b 06-6.. (3 y�l TYPICAL (2) HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITIONION # 1: ONE 3 H.D. LOCK SHALL BE USED FOR ANjY SPA(N?1AND INSTALLATAl' HEA DUjN SYMMETRICAL CENTERMATES, AND ANY ELEVATION. MAY BE USED AS AN INSIDE OR—OUTSIDETLOCK, ATTACHED TO (A HEAVY K DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS (5 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2# 2: LOCATION OF (fl H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". 99 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" H.D. OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", (34 H.D, LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. qR"'• - •"' %.. FLORIDA 8UILDING CODE (High Velocity Hurricane Zone) `\�:''���NSF'•� ND.441 • ,. ` Z ••• �j/ p 3• \rI ��Oj(• . i •' •• \\` 6 A R\ o fiSIOnAl %�� ©xaiv 11=0, NtL (E UNEEd:NIN ■ ■ ■ ■ A S $ American Shutter Srieme A$$a(:LaflOn, Ina. 4268 West Roods OrWe West Polm Beach. FL 33402 ' Phone: (800)432-2204 . Far: (561)209-83B0 ®20Y'1 EASTERN METAL SUPPLY, ANC. ��. ECDE■o. TIWT TESTING k ENGINEERING COMPANY 8355 N.W. 3&M1 SI.,iSU, .1. NFCMI4 4140Ti, ftCPoM ]316 : (]a .-reel: Inl«)BT-153a. rp%: (30.51811-ISII oe.a 4 P.- a-a]a6/1B WILIER PLLIi 1,P.E. MORn+ua A 11187 BERTHA HVTM Accordion Shutter System .V. BLADE t11 W/ OR W/O H.Y. WINDOW BLADE k H.V. BLADE Rv.. oEsrnlrnox 0ArF ... an Lc. I OLO 15-o)B W/36/1) W1E: 07/26/I7 3 DRAWING No 1 %— 1 02 r ♦rR4 P.E. SL@/BIOBAWRE%DATE 6 • SHEET 11 nr o0 POURED CONCRETE ANCHORS R NUNED -j9EE 9CHEOUIE ON 1/Yo-T0.]/a' S.S ENEEi I6) WHINE SCRFAS USING T-1^ TO NUS 0 O.C. POURED CONCRETE ANCHORS CONCRER (SEE SCHEDULE ON SHEET 26) I• RWUIRED / 4n i� / SV9 EWE Fr,O�oAsz Ea Ea I R ✓/ I E 0 ♦ PPPLIfI81E : NN,o A Sp1j O -i (sEE #VIDEE ql / L(s¢ uxmxr x wm vl wm x51 - "`� � ♦-.2➢' EO � �1� 3 EXSDNG m m i /' i p_ GVSS uW SD'HUMxu � tR ro cuss I sIP �Is¢ sa®aE ox Ewsnrcc � wEEr u) class i ® HD WALL HEADER INSTALLATION IS EYS➢I i I GUSSJ MSNJC GI -ASS ✓ �j 2 ORE. vxaEr 2 -ISax li n u) 2 POURED MT SM CONC CONCRETE RETE MSS, INS REQUIRED (SEE cNEDULE ON SHEET III) ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION W, SEP/A1ND, rls sE SWLaAE eX O N. GVSSµ �(RE SO. ON MSNJ6 3 $HIM 25) GV55 CORNING _ 6,ING GIASS f i .l'iUJN1E CPBPYaLiI I, WISH/a"HcT' ONCXafl WASHER NGD LOGTIXI I I .5 TE% SCRLIVs T B 6' D.C. P N I, z SIX. SCR_EV5 ]' o.C. y3 Ofl1/a0-TOi55. MS. CONCRETE ANCHORS ON LOGE OF ' i•1 N W/ NUT Q ]' O.C, f SXEE1SY6f)DUIE ON MSP�IIfA61E�1//��/i i. or ME OF SUB 6 ATi llteur WV RPOURED � c a• EOLS E RE MT HIM CONCRETE (SEE SCHEDULE ON SHEET Efl 26) ]6) ® HD WALK —OVER INSTALLATION NIX W/SNa SCREIPS G EJI- N�-1/•` L � o cN © HD FLOOR INSTALLATION EVE HD WALL SILL INSTALLATION CONCRETE REQUIRED - F© HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE NOTE FOR coue'NATION Ov SIMONS: I- SEE SHEET 21 FOR TWKA SHUTTER ASSWSLY I E. 0. -EDGE 051ANCE SCALE: 3/B"=1' _ WAY GO E TIOND ONE (� SPECIFICATIONS ON SHEET 26) N ANY xI S,ALU,gN\ED I/Il/IIIE,..... FLORIDA BUILDING CODE HI h Veiocay Hurricane Zone I O P a ENSF ®V 30TLTECO. INC. (LNDNE'J1WC) 02017 EASTERN UVAL SUPPLY, INC. : , P ? `t BERTHA HVTIA r• NO.44167 YL� C O p A.S.S.A. SSA Accordion Shutter System *' * ' E.�, .IN ELIDE #1 N'/ OR W/0 NV. MNDOW BLADE 8 H.V. RUDE B •. ST1 ( { III TESTING &ENGINEERING COMPANY e5ss sum 9., sl•. sos. Fl9o'M, RGRIM vm American Shutter Systems Y Association, Inc. RLYSPM!22HVE00lF/ ar: La. IOLDE: T6/n ../(/��{� T � >w Elw ITT •G\°�IQ h .ft,. Pnana : (]09)e,l—Ivo . rP.: (sC3JeTl—sv azfia West Roads O134 T •' -moll: ,uleceaamcPm West Palm 9eacq PL ]]40] 5RAING No - E9'0Tl 6 PFone: (800)432-2201 , Fa.: (581)309-6380%— OZ P.E. SGL/SI6MMURE/GAiE WAVEP A k. IT J,. P.E. 1 aORlw Lm. / aa1sT 5SET 6 28 OUT e Oas ETAILS ON SHEET 24 IN rJ—`"'5N"G GAG i ! �INSTALLATION i1 OO O lO SEE NOTES ON LOCKING RODS 3® h HDV LOCKS ON SHEET 21 \Ll HV BLADE � SEE END WALL CONNECTION DETAILS ON SHEET 24 —' (_-----_-------._--t) EX— teas — — — — — — — — — — (oPnon--------- �— — — 35 * 35 * i MIN, SEPPRITION (OP➢CN1 #14 . 1/4' SMs, 0 12' TO cuss (4) H.V. No (SEE SCHEDULE PINS (TYP.) IN (4) H.V.'33 ON SHEET 25) I �PINS (TYPJ OUT 1 'HVD—HDD /—EXISTING GLASS n TO0 s IN C STET 251 lT-7 i j `CONCRETE' MRCHORS 0 16- O.C. 's v (OPTIONAL) HYB—HDB OUT SYMMETRICAL HD CENTERMATES W / 5�*4 LOCK (EXTERIOR) E— DE ('Prom) HVC—HDC SYMMETRICAL HD CENTERMATES W / & LOCK (INTERIOR) (P V • •. -'/ NSF` .�P ND.441&7 't 3 ./T ©=17 111-MM. 11M. (En61NEERWG) A,S,S.A. American Shutter Systems Association, Inc. 4268 West R..da D iv. West Palm BsacR FL 38407 PHone: (800)432-2204 Fan: (561)209-e380 w2011 LPSIERN MEIPL SUPPLY. INC. c p BERTHA HVTL, Accordion Shutter System V. BVOE 1 W OR W/0 H.V. WINDOW BLADE & N.V. BLADE 9 4 - 5! �• tE/ \` '• +.•C RI ,\` nNltb TILER TESTING &ENGINEERING'COMPANY 6]r, RN. 2611, 61. I.,...'ro. fiY.. P. ]JltK vMrie : (po a)BTI-15]o . I..: (005)8]1-1531 -mod: Lntaw000l.com R k Il Wt6 WA TI. 1 Jr. P.E. FLORIDA,ELoaG,. / 44167 RMN. oc¢calenon OA1E ... Co La 1 .0 IS-oY Ol/96/1i MTE: 07/26/27 2 DRAWING No 1 %-1 D2 , P.E. SEAL/SIGNATURE/DATE ] SHEET 23 OF 98 c 1/2" d1— ® 16" D.C. ;EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) b14x1/2" • O 16" O.C. SEE DETAIL X FOR SIDE CONNECTION OOR �i{ IORI b lyOR l / It0 TRACKS 00,.�G�I.� END CONNECTION DETAIL v POURED CONCRETE OR CONCRETE BLOCK WALL I V — REQUIRED— EXISTING CLASS Z� MIN. SEPARATION TO cuss ' COYC,RETEo� % (Sri SCHEDULE j ON SHEET 25) 07- @1 POURED CONCRETE POURED CONCRETE OR CONCRETE �f� _ OR CONCRETE BLOCK WALL REQUIRED 'i/ BLOCK WPL. REQUIRED J -EXISTNG CLASS ' GLASS I J/�COSTING / l/ NINI SEPARATION / / MIC�ARATION TO CLASS i0 GLASS 1 (SEE SCHECULE / (SEE SCHEDULE I ON SHEET 25) I/3" ON SHEET 25) 1 ' i lI •OSE.I" OR 2•' 2-xI ALUMINUM CLIP ANGLE L 4' ALLOY) MIOHEICIR (1) // #146 S Tp®k (1) k14x1/I S N / II (2M ANCHORS TO SEE DETAIL X FOR AT V O.C.CONS e�\ O.C. (LOCATE AT `H SIDE CONNTE�Ks EITHER DE EIIY.ER 510E OF®) SEE'DETNL X FO 9J/// END CONNECTION DETAIL U) END POURED CONCRETE OR CONCRETE BLOCK WALL l F// REQUIRED _.CLASS EXISTING /14LAIN. 0 I6' O.C./� \ SEPARATION TO GLASS L CONCRETE y ANCHOR 1/2" PIN; ONE SHEET 25) O 1 12" D.C. EXISTING -NG—GVSS ]tI MIN. SEPARATION To Goss (SEE SCHEDUa 1 ON SHEET 25) 4 % CR $ ORII^p� �1OR SIDE CONNECTION L Q) 08 OR@, TO TRACKS 0?1 /f GR0CR@a END CONNECTION Injn TA 11 CONNECTION DETAIL ♦ REOWRED ONLY FOR SPANS GREARER THM! 12•-0" PLAN VIEW Y DETAIL X END INSTALLATION (2) HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. OR +`x `` ...... NSF •;gyp 0.44167 '[ ? ?• - y �Oj(AC( ` 1Le ................ �.... ' • . �P III •\r? 1 t'iAL E\`,••'1 Oi Ni OLTECO, I (ENaNEERwG) A������� - ATBlIC4O $tIUNBr $y5t8R15 Association, IOC. 426E Wen Rootla Onve Welt Palm Beach, tt 334W Phone; (800)432-2204 . Fvr. (561)209-8380 @2017 EASTERN METAL SUPPLY, INC. '� E C � INC. BERTHA HVTM Accordion Shutter System V. BLADE 11 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE TILLIi TESTING h ENGINEERING COMPANY !]5! NW. Yu. SL• el.. ]W. Nf9w4 4uDFxs. ]LMun ]]I6 Pxom (JOS)Bli-ISJO . Po(: (W310)I-IS]I .— I: 00OVIIo..com EB—OOOUTi9 WuilR A TILER Jr. P.E. RORDA tm./+e 67 Rn.xo 6[sulPnox o r[ ORIVI W. Lc. 1 OLD16-9)9 0]/20/17 WIE; 0]/38/I] 3 DRAWING No J— O2 P.E. SEPLJSICNATURE/GATE 3 SHEET 24 OF 2R _ e MAXIMUM SHUTTER SPAN "L+" OR "L-" ((L) FIX INSTALLATIONS W/ SYMMETRICAL 31 OR NO W/ ONE HD 4 L K & NO LOCKING DS 35 Mol.. S D. Wer. XA641N`e (PSA) L,as -) POURED CONCRETE INSTAWTIONS ALL MOUNTING CONDITIONS a (I) I (N 0 OR LESS 15'-5" 18'-0" 35 14'-10' 15'-0' 40 14'-4' 17'-10' 45 13'-11' 17'-6' 50 13'-6' IT-O' 55 13'-3' 16'-10' 0 12-11' I6 -2 65 12'-8' 15'-6' 20 12'-8' 14'-11' 75 12•-3- 14•-5. 80 12'-0' 14'-0' 85 11'-10' 13 -T 80 11'-6' 13'-2' 95 I1'-3' 12'-10" 100 10'-fi' 12'-6' 105 10'-0' 12'-2' 110 9'-6' 1t'-11' 115 9'-1' 11'-8' 120 8'-9' 11'-5' 125 13a 10'-11' 135 - 10'-9' 140 10'-6' 145 10'-4' ISO — 1W-2' - 155 10'-0' 160 9'-10, 165 W-9' ]0 9' >' 175 90 193 8'-9' NO.44167 Y.E. SFFL/114M1AI UHL/U91t ♦ SEPARATION TO GLASS REQUIREMENTS FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTER$ GNEN NEGATIVE AS.O. INSTALLED AT ALL ELEVATIONS OF BUILDINGIS 3". (2) PROCEDU RE TOODETE:MINEMAXIMUM SPAN FOR WALL MOUNTIN GIVEN A POSITVE AS.O. DESIGN PRESSURE RARING, DETERMINE MAXIMUM SPAR 'L+' FROM SCHEDULE. GIVEN A NEGATIVE &S.O. OlSiON PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L MOM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAR IS EQUAL TO THE MINIMUM DETERMINED'SPAN BETWEEN 'U' AND %-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILWC MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING. INSTALLATIONS. ❑+_ UM. SPAR FOR FLOOR/CEILING MOUNTING INSTALIARONS. FOR A GIVEN NEGATIVE ASA DESIGN PRESSURE RATING DETERMINE: L, MAX. SPAN FOR WALL MOUNTING INSTALLATONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNDNG INSTALLATONS. , FINAL MAMMON ALLOWABLE SPAR IS EQUAL TO THE (MINIMUM BETWEEN U+", "L2f . 'L1-" AND "U-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. n HV BLADE TL' ECi0INc. TILLIT TESTING & ENGINEERING COMPANY „,.. N.W. ses. sl.'sl..." VS. eA+ixrvs. Tava AA PnaNe:: (3Dslhn-1sa0 .. Fo, : (245)eT1-u31 e- ES ultacaOml.mm mc.-0006➢9 WAL1Efl 4 DIN 4A.4 P.E. ROPiOA U..F MI6f INSTALLATION LEGEND 3UBSTR4iF POURED COKM E NOUNiIHtS (SHEET 22) WALL MOUNTING A4 & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GO A.S.S.A. American Shutter Systems Association, Inc. 426E West Roads Drive West Polm Beach. FL 33407 Phone: (800)432-22N . For.. (561)209-6380 EASTERN METAL SUPPLY. INC. System §. H.V. BLADE ! DRAWING No 17-102 ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN 4'a iAPcw+. MAX SHUTTER SPAN MAXIMUM A.S.D. DESIGN PRESSURE. RATING AND A CORRESPONDING MOUNTING TYPE 6 i6'a TAPOox xL FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN (it) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS ...—_._........_.. 50 OR LESS >50 TO 90 _. >90 TO 120 _................... >120 TO 160 >160 TO 195 8" 4 1/2' 3 1/2" - 8'-9" OR LESS 12" 0" 6" 4" 3 3/4" >8'-9" 6" 3 1/2" 3^ $ - - UP TO 10" s^ a" a" — UP TO 18'-0" 7 1/2" 5.1/2" 4" - - { NOTE: ♦ VALID ONLY FOR UP TO 10'-0' SPAN -SPECIFICATIONS ON ANCHOR REQUIREMENTS, POURED (A) ANCHORS TO WALL. SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Pc a 3192 psi) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBED.ENT INTO POURED CONCRETE OF TAPCON 15 1 3/4-. A.2) TO EXISTING. POURED CONCRETE: (Min. Tic - 2899 psi) - 5/16'0 TAPCON XL ANCHORS, AS MANUFACWRED BY LLW. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/I6" TAPCON XL ANCHORS IS 2 1/4'. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR MY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE &I) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE BELOW FOR MINIMUM REOUIREO EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIR 1) EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE FOR 114'0'TAPCON AND 3 5/8` EDGE DISTANCE FOR 5/16"6 TAPCON XL () HV BLADE ONLY 141e1r1111 X ? I v ,� VCFIIISF,'•�? `` IT f NO.44167 ; N' �R,', • Q; =4fA{I •4.<...•�"ti f I NAL ENG� IP 02.0 n"w"). INC. (ENGINEERING) A c C A /i Y7 �7 �i ■ ■ ■ ■ American Shutter Systems Association, Inc.1 4265 Weal. Roods Drive West Palm Beach. FL 33407 Phone: (600)432-2204 Fax: (561)209-8380 Q2017 EASTERN METAL SUPPLY. INC. I L E C O I■C. RING COMPANY Y TILLIT TESTING h ENGINEERING COMPANY 6TILN.W. TES IN SY. .W9. ENGINEERING Fnane : R0)e)I-15J0 . Fax : 005)6]1-S31 -m.11: anv eam.c m RM-C.0119 sIPLiER a TWT J, P.E. FLaRIOA Uc. { 44167 BERTHA HVTM Accordion Shutter System .V. BLADE 11 W/ OR W/0 H.V. WINDOW BLADE § H.Y. BLADE / MY.". BEscRIPrldx dAiE eruww ar. Le. 0.O 15-0>B 1/iiVI7 OnTE; O]/26 V A B DRAWING Na 1 7— 1 02 T 4 P.E. SEAL/SIGNATURE/DATE a SHEET BIADc KNUCKLE 3'p OPENING OYP) 0' I FIAT PORTION OF BLADE I I ,1 12' WIT. CtFMANCE To BLADE TOP EDGE 1 A I hV WINDOW BLADE .1875" EXTERN( R ECTION Y—Y SCALE: 1• = I" EXTERIOR .0525-.06'. .0625" SECTION' X—X SCALE: 1",= 1" EXTERIOR ELEVATION SCALE:' I",= I" TYPICAL HV WINDOW BLADE 1� 1A AND P(�,41Y'�y44ONATE HV WINDOW DETAIL FLORIDA B aCENSA{'".,•( ©201i nLTECO. 1Hc (FHSINEERINO) No.44167 I. A S t' IL ECOIea. • American Shutter Systems p TILLIT TESTING & ENGINEERING COMPANY �.r•. -`�N�r' Association, Inc. n-\a/ wi5 H.W. J! SL, 71 1530 . Fax WFOQSPI-1 p Sl1 V vnane : (]O-1e: 530 . Fax : (305)9>1-1511 West P West Roa6s E334 ' .. /ONAL E�..•' -atoll: „laaaoaal.aaa. weer 2-2 04 . F n 33a07 R& RU R9 PBcne: (800)432-2204 . Fax: (561)209-8380 WA II. I J,. P.E P.E. SFAL/SICNATURF/DATE FLORIDAomU<. / 4<fm POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPUCAEIE RESULT TYPICAL PROPERTIES STANDARD REFERENCE "" /maw NFJIS ucn9wanu p1w IUAN 1w Na+ FJ.T., SPECIFIC GRA4TY 1 HANI U ASTM D792 0.043 Ie/in' 0,013 Ibl,n TENSILE YIELD STRENGTH ASTU D638 9A00 p.z.i. 9,500 psi. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 '.J. FLEXURAL MODULUS IMP9CL ASTM D790 340,000 p.e.i. 345,000 PeA, NOXHEO IZOD R BURNING HARACTFR14DS' ASTM'D256 IB FT-Ib/m 17 FT-a/in SLIOKE DENSITY ABUT D2843 47.2 R 64.5 S MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CV55 SELF IGNRION ASTN 01929 1040 -F 980 -F W'f QRIN : ASTM G155 TENSILE STRENGTH AFTER WEATHERNG ASIM 6M 9302 p.a.L 8840 PAA. TENSILE STRESS BEFORE WEATHERING ASTM 638 8481 Pel. 8000 EASTERN METAL OE & H.V. BIRD 1. 6' La NTG 0 AX/' DRAWING No 17-102 �___ 13 I ® T ELEVATION wN vvRAv..w 1.. EsnsrR+c GVS A4w aN s9lTONin FavFORr NDES T.8 _____________ IN BYMFjiRl DENT MATED IW 2, Ofl SRNO W/0 4J�y^(5 NOTE'4 ARM) OI AM I. MA(. &S.D. DESIGN PRESSURE RATING: H110, - 110 0.1. 2. W. SHU I SPAN: 96". 3. ALLOWED UOUNNHGS: A D. 0 & H ON SHEETS S. T: AS MILL As Q}M'��OUNIG GjSS M. 0, T. U & W ON SHEETS. 18 & ;V..?yw. KY OR UTOUlR..0.5)MUBi B E OR OPP09C .JJOED ONLY AT OtA . IN ALLOWED OF SPAIN. CENTE 5. (A) IN TINDER BLADE © SNAIL ONLY PILOH A MAGNUM OF 5 OPENINGS (3'0 HOLDS) FOR ® PER (TARE AT SPMINGS SHOWN ON SHEEr'27. (8) MIN. CLEARANCE FROM TOP OR BOTTOM ME OF IN WINDOW BLADE I© OF ANY 3'. HONE FOR ® SHAL BE 12% NO OR 6LO<ROE ISLAND COMING OUT FROM STARTERS AT ENDS MAY BE IN (0) IN INNOOW RUDE I MUST BE USED ALTE RNATE M A SOLD INBUOE lO THROUGHOUT SHUTTER'S (DIN. (E) C i6 SHNL ALWAYS DE INSf0fIF0 AONCFM i0 A SOLDIN(MADEI AT EITHER SIDE OF THEM. (F) POLYCMwmw 1N •MINOT, i4T SHALL. BE INSTALLEO'.SO TABS FACE THE INTERIOR OF THE OPENING BiSNG P.Po}N1E0. NV WWOOW 44 MUST BE ONLY INS(. AND LOCKED USING A HJ SENNO TOM PROM 8Y ASO& INC. 6. E, ANCHOR SPACING SCHEDULE FOR INSTNUTIONS IWO WOOD FRAME BUILWNGS ON SHEET 16. AS OUTDID BY SPAN AND ISO, DESIGN LIlN (SEE NOTES 1 & 2 MROV]. ]. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS TWO POURED CONCRETE OR CONCRETE OLM( WALL ON SHEETS 13 & 14 AS UMNN BY SPAN AND ASD. DESIGN LONG (SEE NOTES 1 & 2 ABOVF_). 0. MINMUM SEPARATION TO GVSS SCHEDULE; SHURER SPAN MINIMUM IERAWAS, TO GV55 96' Nov'. yT Hyyy ;:•csNsx'•1. m 44167 '' ••5 C •%\ 141 NAL� 11 y� 31 P.E'SYD"ItNOURE/GATE C)201] OLTECO. INC. (ENGINEERING) 1 I ` A S S A American Shutter Systems Association, Inc. 4268 West Road. Drive Wnt Palm 8e0MH, FL 33407 Phone: (800)4324204 .Fax: (S6Q20B-FI380 U2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM. Accordion Shutter System V. RUBE �I W/ OR W 0 H.V. WINDOW BADE @ N.Y. BLADE TILl1T TESTING & ENGINEEpING COMPANY ., N.W. 31v 31. S... N4... W.S. ,L&dM 3]i6 8 Pnene : OO5))VI-1530 . FPx ; (3O5)0]1-1531 --I. mlec oaOLwm ES-MO6719 WALIEA A TIWT 1 I.E.4 FLORIDA Ua./Y416] NN.. DL6GRIrtmN DATL OR/.WL_DA L,C 1 OlD 15-GM p]/}8/1] PATE; O1/26/17 2 DRAWING No 17-102 3 5 1 1 1 CHFFT Max. Iw W / I L 43a L,uDD.034' 1WCK M0.1 43C O 6' D.C. EL rpAq cPAxxEL.I WLE M MITI G-60 IH 6' O.C. iRNED 10. 6➢ENNG RNISH lIX FxxE ON A5 gPPUC1BtE fEpIOR FKE EXISTING GIASStil 4IN. EEPARKRDN G GLASS 6' D.C. i' a INTO METAL STUD WALLS * * CONDITIONS OF USE FOR BERTHA 1 HV ANDBLADE ACCORDION SHUTTER SM M INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 P.s.f, 2. MAX. SHUTTER SPAN: 84" I 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY NTERMATE 21 W/ HV LOCK ARE ALLOWED WITH 21 AR GED N A Se METRICAL LAYOUT. USE 0 (2)R�35) (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT'EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. c w.'MjPPj Iy L= ** BIAOE SLACK DETAIL HVF IS VALID FOR 21 LA FZ 38 CENTERMATE APPLICATION WITH BDE 1Q aL•m?ai§';;w1 636 "TnsK GEEL ..y�_:; MS WALL HEADER SILL INSTALLATION .-:�.#/•+n?may —,{�- / I �FiL, r Zsxlmrvc cuss — —— MA I t5 U1 2.000' Max. � Q�.0a3^ 6.DP. 3® 1/4"a NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE b _3.000' we.. WIND ZONE MINIMUM ASTM E-1996 SEPARATION vc'LENGTH r T' TO GLASS 1 THRO 3 )• 43 1/4"0-200" BOLT MUST PENETRATE 43c 1" 4 4' 1.J73' I 250• I- 0sa' a TIT— _tee 1/4"0-20 THREADS 43c 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS AS MPLICABLE SCALE: 3/8"v 1' 1/2` MAX..SIACK V--"V� '•, C M F)2a1, $]EEO, INC. (EN ... EEBINC) ND.44187 * �*• IL ECOI■a. A w S a p .tt, / , �(,�l1,�� G\ .• OgML ��. '' ".n.rxxxrr TILUT TESTING h ENGINEERING COMPANY s, x.w. um, s. Is. wa. wacml. cwM ... "'a Pnaro : (JD e70]I-ISJO . Fm :fJDS)0]1-t91 Veaveoan:— wALi6R - x"19r. P.E. MEGA Ma. 1 .167 American Shutter Systems Association, Inc. 4268 West Reads Drive West Palm exact, FL 33407 Phone: (800)432-2204 . Fax: (561)209-B380 P.E. SEAL/SIGNANRE/DATE FACE 4 LOCAeD AT 12 HV HFPOERT QJOS VIEW Y SIDE CONNECTION TO TRACK LDING CODE (High Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Systl V. BLADE 11 W/ OR W/O H.V. MNDOW RUDE k HV. RI DRAWING No. 17-102