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HomeMy WebLinkAboutPRODUCT APPROVALW7/2014 Florida Building Code Online 'e r t t rI' irk FIOIfd3 DE'p3rlIf12Rtd SCIS Home I Log In I User Registration _ Hot Topics Submit Surcharge j Stars a Facts Pubiketi.ne FBC Staff BCIS Site Map Links Search BusinesJp��%(p�J ProfessiVflQl *USER: Approval USER: Public User Regulation Pmdutt Aooroval Menu > Product or Aaoliwyam Search > Aoniirannn List> Application Detail SCANNED FL At Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emil Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emil Category Subcategory Compliance Method Florida Engineer or Architect Nam who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL1850-R9 Revision 2010 Approved IN American Shutter Systems Association, Inc 4268 Westroads Dive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmtal.com Bill Feeley lmddguez@eastemmtal.com Shutters Accordion BY St. Lucie Cou, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer k Evaluation Report - Hardcopy Received Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2017 John W. Knezevich, PE C6 Validation Checklist - Hardcopy Received FLIS50 R9 COI ASSA INC CERT IND HV3 14-0428 nl DRW 13-030 df Standard TAS 201, 202, 203 Method 1 Option D 05/02/2014 05/05/2014 05/06/2014 06/23/2014 Year 1994 http:/MAvvfloridabdidirg.orgipr/pr_app dtl.asp)Oparanr=v.GEVXQvADgs9%21°h2ftCOhpJQwlShOCDrfdbMJ2i%2flJgHs%3d 112 7!7/2014 Florida Building Code Online ' ISummary of Products l 31 FL Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded together thm knuckles and Drawing# 13-030 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1850 R9 II ASSA INC DRWG 13-030 HV3 HVHZ odf Verified By: Anni Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. Max span versus load FL18SO R9 AE ASSA INC PROD EVAL REP. HV3 14- 0428.01 DRWG13-030 odf Created by Independent Third Party: Yes varies with Blade 1 or Blade 1 & Blade lA working in unison, as well as existing structure condition. See sheet 5 for schedules showing appropriate values. 1850.2 Bertha HV Accordion Shutter (Combo) Extruded aluminum interlocking blades retained by tracks (top and - HVHZ - Drawing#11-195 bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R9 11 ASSA DRWG 11-195 odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HVS blade w/o window blade for conditions indicated Evaluation Reports FL1850 R9 AE ASSA Product evaluation report Coup 11-195 odf Created by Independent Third Party: Yes on schedule #1, sheet 12, and 12'-3" psf positive ASD load for blade w/o window blade and 14'-9' for 30 psf load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for otherspans and pressures. 1850.3 Bertha HV Accordon Shutter- Blade 1 ruded aluminum Interlocking blades retained by tracks (top and Only (HVHZ) - Drwg# 11-193 ttom) for storm protection Limits o(Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL1850 R9 II ASSA drwo 11-193 odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centemrates and locking rod configuration for the HVl blade, 8'-0" for +64, -72 psf load for FL1850 R9 AE ASSA Pmdcut evaluation report drwp 11-193 odf Created by Independent Third Party: Yes HV blade for Keystone mountings T-O" for +75, -75 psf for metals stud mountings and 810" for 110 psf, for HVS and HVSA working in unison. See sheets 7, 11, 20 and 19 respectively of Installation drawings for other spans and pressures. Back F.e-.fl Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 050-d8T-]824 The State of Flodda Is an ANEW employer. Coovraht 2007-2013 State of Fierce :: Pdvacv Statement:: Acrosslblhty Statement:: Refund Statement Under Florida law, email addresses are public remNs. If you do not vent your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the bepartment with an email address If they have one. The smalls provided may be used for official communication with the licensee. Hovever email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, FS., please dick hem . Product Approval Accepb: ® R-4 M rm Credit'rar hHplAwAv..floridabLildirg.org/pr/pr app_ U.aspx?pararrFv.GEVXQwtDgs9%21°h2ftCOhpJQoeiShOCDrfdbMV2i%pN1J9Hs%3d 212 GENERAL NOTES: f. BERTIM N.V. ACCORDION SHUTTER SYSIEEI SxOWN ON M5 PRODUCT fl'AUATION DOCUMENT' (P.E.O.) HAS BEEN VERIFIED FOR COUPUANCE IN ACCORDANCE WITH ME 2010 EORON OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER MIEM MAY BE INSTATED AT HIGH NELoorr HURRICANE ZONES. DESIGN MD LEADS SMALL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED RECLINED BY THE JURISDICTION WHME SHLN M WILL BE INSTALLED WIN A DIRECTIONALITY FACTOR Ka=0,05, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 MO AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INOIGTED ON SHEETS 11. 12, 13. 14. 15, 10 Y 20. IN ORDER TO VERIN ME ABOYF CONOIRON, uLYMATE DESIGN WIND LOADS DETERMINED FFA ABBE 7-10 SHALL BE FIRST REWCEO TO ASD. DESIGN 'MNO LoAns BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAGA. (A.S.0) DESIGN PRESSURE RMNGS INDICATED ON SHEETS 11, 12. 13. 14. 16. 19 A 20. W ORDER TO VERIFY THAT µCNORS ON THIS P.E.D.. AS TESTED. WERE NOT OVERSTRESSED, A 33 TZ WCNEISE W ALOWµ1E LGDS FOR WINO LOOS WAS BSI USED IN THEIR ANKYES, BMW M.Y. ACCORDION SHUTTER MTEM'S MEDUACY FOR WNU AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE CORN SECTION 1624 OF ME ABWE MENTIONED CODE AS PER AT REFORM -M' BLALE (D /0214.01-03. /0215.01-03. 11001 /1214.01-M. /0317.02-08. /0611941-M AND V110.01-11 AS PER TAG MI. TAS 202 AND In 203 PROIXOLS A /12M.01-10 AS PER TAS 201. VS 202 A TAS 203 PROTOCOLS LARGE MISSILE. -NV wwN BLADE ® 10505A1-00 AS Tµ 201, 202 N 20 PROTOCOLS ANO 0725.01-0 AS PER TAS 202 PROTBCDN 2. W BADE (D µ0 W "NOON BLADE ® ME ENGINEERED M MEN IN UNSON-VAIN EACH OTHER UNDO THE GENERAL UMITAUMS AND CONDITIONS OF USE INDICATED ON SMEET 1S 3. B UTHA H.V. MCOVdOi AND (HV WREM). USED AT GAZES KNUCKLE AND MR DIRECT MOUNT CONNECTION TO TRACKS SHNL BE p 14M.75 µIL 14KI.15 RESPECTIVELY, 410-HT MINIMUM SERIES STNNIE55 STEEL SCREWS WM 1350 "1 YIELD STRENGTH AND ISO WI IENSOE STRENGTH. PINS SHAD BE LMTEDMUMMBERRU HV bCflOS HLD MIND SYSTEM AS MANUFACTURED BY MPROVED COATING AMUGTME REGISTERED WITH µERICµ SHUTTER SYSTEMS ASSO]ATION. PINS MAST BEAT THE HV MARANO ON THEN HIM. 4. ALL ALUMINUM EXTRUSIONS SHAL BE ALUMINUM ASSOCIATION MLG AND TEMPER AS INDICATED ON SHEER 2 AND 3. MINIMUM WELD STRENGTH FOR MG3-M ALLOY IS 31.2 Hal AND 35.7 Cal FOR 5005-15 ALLOY. 5. AL- SCREWS TO BE STAINLESS STEEL 304 OR 313 Mal SERIES OR CORROSION NBMBNNT CGTED WSM STEEL AS PER ON 50018 WIM 50i MIN. YIELD STRENGTH AMMO Yai MIN. 1WSIIE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2111.3.3.4. 6. BOLTS TO BE MEN A-302 GLVANREO STEEL OR NSI 304 OR 315 SERIES STAMM STEEL WITH 35 YM MINIMUM WFAO STNENGM. 2. SEE ME FOLLOWING SHEETS FOR ANCHOR 4+EgF1GRON5: IN BLADE C) : 12.13.14,15 AND 20 MV GRACE (D h @ MIRRORS IN UNISON: 12, 13 A 15 0. 1MSANERTH5 M.V. ACCQIOION SHUTTER SYSTEM MART U.S. PATENT +G'229. . COMPONENTS OF THIS MPRWX ARE COVERED. IN MOVE MIN PART Er U.S. PATENT jV458.129 ISsum TO EASTERN METAL SUPPLY. MC. -9. R SHA L BE ME RESPONSIBILITY OF THE CONTRACTOR TO VEIUPY THE SOUNDNESS OF ME STRUCTURE WERE SHUTTER IS M BBATM M TO MINE PROPER ANCHORAGE CONTRACTM TO SEAL/CWLM ALL SHUTTER COMPONENT EDGES WHIEN REMAIN, MRU-FARMBMG WCONTINUWS CONTACT WITH THE BUILDING To PREVENT NMO/RNN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A WSIBE PLACE WM MANKIND NOTE WRING PERIODS OF HURRICANE WARNINGS FAME OWNER, MANI. OR OTHERS. MUST PROPERLY CLOSE ALL HV µ0 NO COMMUTES AND ENGAGE MR LDCK ALL W µ0 NO LACKS. 11. SHATTER MµUFACMMIRTS LABEL SMALL BE LOCATED ON A READILY WSISS LOCATION AT ACCORDION SHUTIM IN ACCORDANCE WITH SECTION 17158.3 OF FLCRDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR UERY OPENING. LABELING TO COMPLY WIN SECTION 371SIL2 OF ME FLORIDA BUILDING CODE. 12. BERMA X.V. ACCOMM SHUTTER SYSTEM INSTALLAPON SHALL COMPLY MOM SPECS INDICATED IN THIS DRAWING PLUS µY BUILDINB µ0 ZONING REGULATIONS MOMOM BY ME JURISDICTION WHERE PERMIT IS AMUSED TO. 13. (0) THIS P.E.O. PREPARED BY M5 ENGINEER IS GENERIC AND DOES NOT MONTI INFORMATION FOR A SITE SFECIRC MWECT: I... WHERE ME SITE EMOTIONS DEVAM FROM ME PEG. COT CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SNETY OF THIS PROOK}, EASED ON THIS P.E.D., PROV,OED HE/SHE DOES NOT GMAM FROM ME COMMONS DETAILED ON MR DOCUMENT. CONSTRUCTION SAFETY AT SIZE IS ME CONTRACTORS RESPONSIBILITY. (c) TINS P.E.D. KILL BE CONSIDERED INV" IF ALM ED BY ANY MEANS. (e) STE BERESPONSIBLEFOFOER�IME PREFIX USE RIP P.E.O. ENGINEER REGISTERED R'MO, ACDNENGINEER GRARDATECT AS A BELGIUM ENG ENGINEER CM THE THE ENGINEER EROSION OF SMALL. SUBMIT TO THIS I.AIMIR ME SM SPECIFME PROACT AND WO IC OUWWGS FOR RUM. (6) THIS RED. SDI BEM ME DATE AND OWBNAL SEAL AND SGNATURE W ME PROFESSIONAL_ ENGINEER OF RECORD THAT PREPARED IT. s- L ECOime. A%T TILLTT TESTING A ENGINEERING COMPANY - USf X.X. 3pR 6L. 9e. M5. A1W.IgA GND NS, ilal®A 311R. %ore : (30)521-1530 . Fox : (305)B21-ILAI ffir Or �.S CI�RXKI. WIE FILM. MG 1 .162 TABLE OF CONTENTS AREA 15 PDA PHADES (D Pe SA GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 36-44 AREA 21 HV BLADE (7 AND HV WINDOW SHEET 4 BLADE LTA (WHET AF�PRN .A, B E) TYPICAL SHUTTER ElUARON A NOTES ON LOCKS SHEET 5 INSUAILAnON DETAILS A-i', CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS C-M, CONCRETE/BLOCK SLEET CENIERMATE DETAILS MY SHEET 8 CENTERMATE ALTERNATING DETALS MY SHEET 9 ENO CONNECTION OETNLS I-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDUIE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTAUKBM DUALS M-R, VbOD SMEET 16 ANSTALLARON DETAILS S-X. WOOD SHEET 17 ENO CONNECTION DETALS 7-12 A X, WOOD AREA 3- HV WINDOW BLADE AA SHEET MS ONLY TYPICAL SHUTTER ELEVATION AREA, Al HV WINDOW BLADE CI) SHEET 18 ONLY INSTALLATION DETNlS, METAL STUD WANTS SHEET 20 A.S.S.A. American Shutter Systems Association, Inc. 4266 West ROOM DOVe Wx6t Palm 96aah, FL 33407 Phaa<: (600)432-2204 . Fox: (561)209-8380 DRAWING No 11-193 (j)HV SOLID BLADE COVERED UNDER US PATENT 9 545Bi)9 t� NV WINDOW BLADEe TJI�ITATIONS OF USE OF BLADE a0 HEEE 19 oon• ]226° QUALIFIED FOR USE W/ HV L91)• q l' OfiJ' oeo' D 9 e)o Lee6' eP. CEILING HEADER 017no FlED FOR USE SECTIONS R BIJ01p, ONLY, SEE ALLOYFOR MrER 6063-76 ALLOY AND TEMPER NN%NNY Mr,t 1• 1- .aaY ® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEWFE Y • BB• o a.191' 1 ]65' I es9' OHV UNIVERSAL FLOATER CUAUFlEO FOR USE W/ HV BLADEQ1 6005-TS ALLOY AND TEMPER 695° M -i6 ALLOY AND TEMP ANIF3 I° 019' $ ga. oaz, m .093• .1W DNo• Q 05V q - e 1A 670 szo' ® HV HEADER/SILL OUPLFIED FOR USE W/ HV BLADE (1�ONLY 6063-T6 ALLOYY AND TEMPEN— AND HV A. • 6 .910' 1 191' \ Yaa. I.'1110' e 'J) A" ��, OS HV 90'�180' STARTER OUAJFIED FOR USE W/ ® HV DIRECT MOUNT HV BLADE II QUALIFIED FOR U E W HV 6063-76 ALLOY AND TEMPER BLADE 1 �6063-T6 ALLOY 1 TEMP ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE n 6053-T6 ALLOY AAb TEMPER ✓� 7L A' TILLIT TESTING A ENGINEERING COMPANY ae av9r v. CW305)01—IS, �ka—r :(SL.el..]09. P.lma : (30910 Fox . Foa : (309)0)1-1931 -meY .1 ts0 eleWC9el.cem �G 1111' )fAQAwTE YVLT[R A DWT J:. P.E. MxIOA Me.A ..19) 6 ' 99P 0 42 g .9 • sz0 9O HV TRENCH TRACK OWLIFIED FOR USE W/ HV BLADE Q ONLY. A.S.SnA. American Shutter Systems Association, Inc. 426E West Reeds Drive West Pele, Els.0. FL 33407 Phonc (6OO)432-2204 . Fax: (561)209-BSOD H.V. MADE Al W, OR W10 H.V. DRAWING NO USE AND �3 -t-Eel III PLAN A FRONT ELLV0011 © !OCKER FOR 'T" LOCK CENTERMAI QUALIFIED FOR USE W/ HV BLADE IQONLY 6063-T6 ALLOY AND TEMPER 1.9 O6]' AIC i� I? 6063-TS ® LOCKING RODA QUAUFIED FOR USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/1E ONLY 6063-T6 ALLOY AND .B] 1.I4B$Y 2g �sO61 x] mg g ® HV MALE "T" 6LOCK �fJ� OUAUHLD FOR USE W/ HV BLADE 1 ONLY `g T6 ALLOY AND TEMPER MU mi]s'e ® H1L �8"0-16 AC 'THUMBSCREWS UALIFIED FOR USE W/ HV 1 Eg A+AiI("�` TEMPER J.161 0 r .4D ONLY OUAURED FOR USE W1 HV BLADE 1 & 6063-TG ALLOY ND TEMPER Y1/$' cfvo 0-20 AISI 304 SERIES S.S. THUMBS" QUALIFIED FOR USE W/ HV BLADE 1 IL ECOIRe. ,A, S TILLiT TESTING & ENGINEERING COMPANY el Is H.W. ]eX. 9L, sl.. ]0e. Yes....11 ..A .1 1\.� R A BUILT J A P.E. 'L M . 1r. ,,RDA fl100 Ilc. 44167 HV q ® HV "T° LOCK QUALIFIED FOR USE W/HV BLADE QI ONLY, tNPp/Ilm ore axsr xaswc 6w]D. flV.m PNNIF➢ \ ^I 69 NPX J\1 ae. P159 CNXOtA (CXxa•6 NIE➢) ® HV EGRESS LOCK a,o. g J�711-"Iljlr]60' AREq BEFORE RIVETING NLMmuM (2024-71 ILAYI wCE . PMT 109m. A9 NA40FIGNP0. 0.873•• Min. L.I13' May. 4 jiY-DER N .A ", 17B CYLINDER IMax. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCH, QUALIFIED FOR USE W/ HV BLADEOI & QA A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Pha0a: (80O)432-2204 . Fax: (661)209-8380 SAX EASTERN METAL DRAWING No 11-193 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 7D HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING Q HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/16° THICK NYLON WHEEL, 0.188"0 AISI 302 SERIES SS. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD t ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM "W/ HV D OR HV ® BLADE. TgICA SHUTT R AOeFMB Y (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 00.324• BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Oil, „r a P. (3) HV PIN ®OR ®W/ 1/2° O.D. 1/16" THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> SHEET EXTERIOR A �� rt 2]u ]IB"0 c em 0M.,Opp OPEN 4]6� ( (D OR V � OORQ� �. �- EXTERIOP- r I NV PIN © 0R AT E IOR E1.10E'S NH0<KLE. (SEE NOTE • FOR RE001REMENTE) WHEEL CARRIAGE DETAIL '� x.rs. SSEMBLY LAYOUT I:v�- C1? HV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S, an gsss 9U➢E Ofi]5` e�Gnox ry B6R5 .0015 *POSYCARSONATF IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1RESINS, UV-STASIL12ED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19), - POLYCARSONATE SO1JRCE5 FOR 44 ,ep. [ xxblM1i 1YPIGLL PPNWIIE9 4MVa. um pp(!¢"11 was/nv¢ vmxe aroem xsru e]v 9.e0 :eAn• sou sry:' Yaace d 1FN.se-apseasxcen IX /xaMx oe9e P.9oo flIMUWY lr n[W ono .P..j. M. p.:. 4. 1.,. i1FkIWY YadA119 xc.E ISY 4]AO ]IO.g19 p.l. J's ]19.W0 pal. Noxe xs¢Im izm al xxua.c sm cue Ia rr-:e/m v rt-lepn ao:vn alY 9v ".e s eu s wx vha .1 eu s"d wm ..'a c-1 a.us cuss :sxm9x ]sY mesa :Y a-1 v r nt.s. nsn, arse tv:a� smrzwlx uiFn uun:aaxs sa" ev mess, sham a cxx Yuslmlw .. ev L� 1 IL TILUT TESTING k ENGINEERING COMPANY TESTINGENGINEERINGCOMPANY �Pecn<"t^(303)B]1-15]0 Fa] : (305)0I1-1531 <eba91.<om a®-000e7la wsJm A TIWi in P.E Rom. u<. 1 141e7 A.S■S■A■ American ShMftr Systems Assocla(Ian, Inc. 42fiB West ROOtls G.Iva West Palm Beach, FL 3340, Phone: (800)432-2204 . Fav:. (56..... 8]80 Oran 1 nA n Y TM Accordion Shutter System H.V. BLADE (1 W/ OR W/O RV. WINDOW ELCE PEY,Ne xscxiPRsx own oPewx ew ec. 1 OIn!11-081II/PB/11 9 DRAWING No 7 1 - 1 93 191 11 7 ' a SHEET .SEE END J CONNECTION DUALS ON SHEETS 10 k 18 1VP. FULL HOGHL 0.0- 0-9- (5'®^ 0e® D-0-1)•O-(Dax 0'9 ©• ®�• �onO. ®on TYPICAL n HV BADE SHUTTER ELEVATION N.T.S OR 12" ABOVE OF ELEVATION. ON. LO CENTERMATES W/( /( ICAL SHUTTER 2. {IMPEED NANDI j LOCKING ROOS HV LOCK ® OR MANDATORY CON[ SHUTTER ELEVATII C LOCKS 0 LKrr Y°1 ® OR SHM1 BE LOCH 10 4. OPTIONAL CON E 11S & IF D SI jy MAY ALSO BE US �f 6. AND IATIpN: ATTACHEDTTO AT TOP h BO OW MAXIMUM SHUTTER OF CORNER CENTERMATE or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN W FOR SPANS UP TO 105", AND FOR INSTALLtAATIONS AT ANY AN INSIDE OR OIIISIDE LOCK, ATTACHED i0 �J1 OR 1T HEAD S.S. INS, LOCATION OF LOCK SHALL BE AS INDICATED ON LOCATION OF LOCK/LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL UM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV BE USED p5 AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES, EO44 3E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 11 OF 114'0-200/4- S.S. THUMBSCREW TOI OR g CENTERMATES SHALL BE MADE W/ 1/4"0-200/4' ALUM. RNNUT AS SHOWN ON SECTION NVE SHEEP 8: ONE LOCK SHALL BE USED AT 1/2 OF SHUTTM SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 0 J. ONE HV LOCK 0 or 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAIN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHIITTER SPAN FOR SPANS UP TO ee', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or 0 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR.® TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTED TO CLNIEHMATES Nq AND q3 W/ 1/4-0-20 R 1 1/2- LONG S.S. THREADED BOLT W/ ]/B a x 3/32 WINGNUT OR W/ 1/4"0-20X1• BENS. INTO A 1/4"0e 5/8' NvNUT.,�DCK MAY BE INSTALLED AT MIDSPAN OR 12" eNOTESRON HD LOCKS & CENTERMATES:. I. NO LOCI( M/ TKO EEN}EN1AlE9 6T OR ® W/ ® ONE ALTERNATE NO LOOK ® MAYBE USED IN LIEU OF BV LOCKS OR qyFOR ANY SPAN PNO INSTIUATION9 A'f ANY ELEVATION. ALTERNATE NO LOCK ® MAY BE USED AS AM INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HE LOCK 10 qf IS-W/ 3 /8 x 3/8" F.H. S.S.MS., AND INCLUDES RBNFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HOB- AND OC-H`M. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE WDSPAN. USE OF LOCKING RODS ®IS COMPLETELY OPTIOWL. 1 * t TILUT TESTING @ ENGINEERING COMPANY else N.W. 5em. sL el.. ar" YRLNK expsus. r,A...1 Phone : (3a5)S71-15sc . Fax , (305)871-I331 e\ -mel: allecoOeel.ttm WFUC A T Jr. RE UE FLaRIw Ue 1 also A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phare: (800)432-2204 . Fax: (561)209-e380 EASTERN METAL SUPPLY. INC. DRAWING No 11-193 E. POIIRm POURED CONCRETE OR CONCRflE DLOIX CONCAETE CONCflEIEIWCHORS REQUIRED 14'0-20x] .' S.S. REWIRED DONOR M'GIORS SEE SCNmULE ON SHEET I]) CONCREfE ANCHORS SEESCHEDUIE ON MHINE SL EWS W/ I/4'-10 (SEE ECNmUIE ON SHEE! I]) Sher f]) NUTS O 12- O.C. T4=—(V&8I 'Y.2sD' Max.___ b D no- max. D.E.aPIlON01OPTIONAL YW. SEPNSsTo Evss�1 C ® s2 sCxmutE ON MIN. SEPARATION EMISTNC SI I1) :IASS—TO CV54 I I CU55� (SEE SCHEWIE ON "I NS� SHEET 11) O © HV WALL HEADER INSTALLATION TO DAs (SEE OR ® I E%1SIINO iD ET I 1 'Stl4GlEON Sy¢I� r C ASS EEE SCNE U E 0 NTH. Sf9P1UPON SHEET 11) w EHEfT 19 { TO aIASS , gAOc5Q6• ® - 3 "--(Sm SwmF ON CPPQ'UL li SHEEt it) 1i'1/4 I rI/4' Max.Max f OPTIONAL O a Ii 1/2. . FA E O 1' -- 2 oR 4 I/a'o-xox]/P ss. YI^. -' ED a PNIWPE iHUss HEAD 1/4'R-20x]/4' SS. PHIWPS CONCRETE ANCHORS Qp1 I8 NPC„INE SCREWS USING CONCRETE ANCHORS TRU55 HEN MACHINE SCREWS (SEE SCHEDULE ON SHEET I]) N'n 1/4--20 NUTS O 12' .L. (SEE SCHEDULE ON w/ I/4'-2a NUTS B 12' O.C. POURE CONCRETE POURED CONCRETE SHEET 1]) OR ON EIE III OR CONCRETE SLaCN WI wAU REo ED O ) (SEE saEDUE„a, REWIRED OHV WALL SILL INSTALLATION POURED ccmcREIE SHEET Il) OR CONCRETE RIfICN WAIL REONRm 1 _ SEE SHEET , FOR TYpIGL S„Ui1Fli a F. 0. = ECDE NTTN:CE AUATI INSTALLATION DETAILS W / ASSFYRLv (SEE SPECIRGPONS ON SHEET I]) ♦ EEE EgTIONS CF USE FOR I"I`I BLADE 2- 4WNPN] SECTIONS CAN BE LOYDWm BVOE©w SHEET IS IH ANY WAY TO 9Ja ANr INSfALAT ON. FLORI IA BUILDING HI h Velocity Hurricane Zone A. T/('�' ®ton EASTERN METAL SUPPLY, INc ?�......cenis ��T9': BERTHA'HVw 1 ".-� IL ECO,Na. A.S.S.A. µAcV. RADE#1W/ORon W/OtteVANSyWs�m / // ? * AmaNcan ShuHaF Systems R[v.N. DESCRIPTION .11 ORN. V. Ac. :. TILT TESTING k ENGINEERING COMPANY AssoolaHBn. In". I OLD 11-Ce, D/2s/u MIL: n/2a/n 9'• A OF -.a-- .0 .,Is N.W. AM. a'.. Y.. Is,..... ... FLORG Ales Pnerc : (]os'ATI-IVO. Fax : (w5D171-1S]1 426E West Roofs Drive a DRAWING No �Oq.pP,: \�Q.11p -"aEa u`oa9na.wa, West Palm SeaeN, ft 8340] ] S G Hd WALTER A PLLR Jc P.E. Phone: (e00)432-2204 . Fox: (EBQ209-BJ80 4 —1 93 Np/Ef/OgIE FLORG U. / 4.18T s SHEET 6 OF 20 SHEET u) �o� ($1)�T 1 Vn �Itl19Efl ORF� I�&@�pI{� �N YAS9 H �Tq y rJ� MPufl6lE SiINC w R^�Od Q1 hill. OR ®* Hf]1 HU➢ B 9• D.c. - CONCRETEO B 9' O.C. (SEE SCHEDULEULEON SKEET 14) ON ••: ���1 fd��iji �. MIN. SEPARATION TO CUSS SEE SCHEDULE C SHEET 11) so C. `CONCAVE ANCHORS -SEE NOTE 13(. "ONCREIE (SEE SCHEDULE ON ON SHEET 1 REIE BLOCK SHEET 13) (g) HV WALL FLOOR INSTALLATION RAINGUARD INSTALLATION t © HV WALL WALK —OVER INSTALLATION N.nnu of Ernox� NFlF O • E. E'. EOCE DISTANCE THIS INSTAl WHEN SHALL ME INSTALLATION D 4 FOR TYPICAL SHUTTER SEE SPEGFlGDONS ON SHEET 1] RELIWARIE WHEN PFERABUED ♦ SEE LIMITATIONS -OF USE FOR ( ) AOJACEM lO 0.N OPERABfE ENIF B S ®ON SHEET 19 FlR FNmWf[' N WUIKLU LMT HEAD CCNCRETE ANCHORS (SEE ECHUI ON SHEET 14) Q HV WALK —OVER INSTALLATION 'DUHEU� RAT HEAD CONCRETE ANCHORS NCREIE (SEE SCHEDULE ON SHEET 14) oUIaEO 11 TRENCH INSTALLATION VALID ONLY FOR UP TO .70, -05 PSF A.S.O. DESIGN PRESSURE RA11NG k FOR SPANS PER SCHEDULE 04. SHEET II iL Ecol„B. A.S.S.A. American Shutter Systems * TILLIT TESTING a ENGINEERING COMPANY 6191 ON. YIf. NRCIW OUPSN nONM ]]IBM ASSee(CKOnH Inc. !r H.N. ]6M P, . Pnana : (]0!)MJ1-1554 . Tax : OOS)0)I-15]1 4,278 WMat ROaEz Dnve `i -m0N UlNcoeae6com West Palm Beech, FL 33407 111111 vuuE f9^ TWi dr. P.C. Phone: (800)432-2204 . Fax: (561)209-8380 ATE MRI. W. 1 .167 E,,WNA6 NON MUOTU. 1RN (nfCCP ol) 9LL) DRAWING No 11-193 SEE END WALL CONNECTI 0 & is IN MERINO cuss OUT a er®�©. Oj on BQae(p.®O1 2'.2'.1/6'.a-2' (ed"UT)e . V. IWN. µQE w/fi)1/4'r rPP[ON ANCHORS N CONCRflE 1/2' m®•® pOP/BOLiOM) k BE. (.){IOAT EACH µGCE. (RP) /IOR. SS. O IT CC. .0. NLL LFNGHT. C 5 cLASS 9 •®�®•®w�•,E2mOJl� I�wsM, � o b NIN. TO CLASS N 0 cHCO (SEE SCHEoul) IN OPn0N1l ON SHEET II) (INiFAIOR) OUT 31 9a Y a (EXTERIOR) sas:Wa m ® INSTALLATIONS W1 j HV AND AIXERNATE WLOOK®QV SHEET5. *B 6E9 BLADE W V CENTE ATES �N`�`e �`�o cortrnwrs IRPuun6u Wm 6unE OR 44 SEE END WALL CONNECTION — — Exlsmo GU s DETAILS ON SHE ---------------------------------- OPPOSING SYMMETRYCAL CENTERMATES CENT R TES AN PPAATION W/ HV.LO— CKrS7 W/ HV LOCK or 2 TO (SEE SCH U1 ON 3 SHEET 1) ' 1 1 "® 3 as '® ® oUT ®� HVB Zo HVC- oa,®q�5. ] �an j0•�3w rE%enNG GLASS CONCR CDNCRE WIOR LL 1T0 laa m REOU ED / I- --- �ATS ®.®aI®•®m BO•®°' rocuss(S�sH11T O�®w q�®a�•�WO 11)ON E6pbp GONER ANCH VAR11 S 40 i60R0� 3 VARIES OUT 'tVVY 6 1/2' MAX, SLACK HVE BYF** LORI O Hi h Velocity Hurricane Zone 02011 EA5IERN UEIAL SUPPLY, WC. BERTHA HVn, 7 L E -CO �+ A■S■$■A■ Accordion Shutter System - I■�. HV.MAX gT W/ W/0 RV WN%hV MADE TILLI7 TESTING A ENGINEERING COMPANY AmeEIcan Shutter Systems Assryµ Ina, ¢v.m ...,",ON INVE W. W. A.G. 1 ow ,1-Ce. I InG/+1RMne , hx. SL Le em... daReNs....'.. : Cde)er1-15W0 Fo.: (505)B71-15]I 4268 West 4286 Wea[ RoaEe Drive Weal Palm Beach. FL ]]40] i WING N0Ola:ceaalcem Es-CWer IG Phbna (BO0)4J2-22n1. Fox! (561)209-fi]B0 5 4 MS �� 93u.,m Av.. 1E,s NM1G41. I NI6) HEET E 0 ALTERNATESTA 0 " " LOCK a& HV MALE/FEMALE "T" LOCKS CENTERMATES 8 LOCKERS / in HVBLADE -e e SEE FIND OUTXIN CONNECTION DETAILS ON SHEETS JO ft 19 a., xr, mmwea aN sxsp e, [[— 6 ] 6 I =OSMcx weuaw.usLanraG minemmxv rw-xo. Naurzn , umn xaN mn urtxw a rxm vsxapwr Ne :a. K2iaK#. l2..Ai..R.1.. rax sae xort a rox.lrvwmr ®. T IL](, aN $N2i S t sacca..... (AIMTx AULm LVSE . INM 4MFkT NJISP.I PMR / Z. U wNueM. SY AMm Idea. was". Prc.P . xEw ne:6sY sxmx an . sL9.a iLLL fir. 9HV "T' LOCK (OUTSIDE) --------------------------------- n'MM .,- IN � axes; -@ -w our 0-20_x 1 1/2" S.SrM.S. 7/8"-0 x 3/32' WINGNUT. llVG* INSTALLATION C11 HV BLADE W/ HD CENTERMATES . 1:8-� .S� mPnaw3 HDD-HV& OUT HP.G=HYQ SYMMETRICAL HD CENTERMATES SYMMETRICAL HO CENTERMATES W/�i +LOCK (E%TERIORI W1 a'. LOCK (INTERIOR) ,ss 1 e e.IL 7: . a' IL ECO(I,a. TILLIT TESTING k ENGINEERING COMPANY s. x:n. , s:.. w, wnomu owoas na.awv: :nTRtC—`pot Phone : (daslen-1s]a . Pc.: (]05)9]1-1531 A.S.S.A. American Shutter Systems Association, Inc. 42M West Roads DrlVe West Palm Beach, FL 33407 Phone: (800)432-2204 . rox: (561)209-8380 i see xees m ax"a sae g' w 03 ux a m s.ssr e xuss Ncauiwa .m: c�m0 Hiah Velocity Hurricane Za 02011 CSTERN MET& SUPPLY. INC. BERTHA 14VTM .ccordion Shutter Syste BLADE #1 W/ OR W/O H.V. WINDDW M oescaloh x a1T[ oxMM BY: Ac. qD :1-ae4 ll/xA/n ulE: fl/xs/r DRAWING No 11-193 1/2' OR RETE OR ICK WN1 GV s — — — — — zEwmNG C1A58 u3L :nwRxm �� 1 }� I iir� U0� POURED CONCRETE OR CONCRETE BIACN W.1LL PEOUREO -END CONNECTION DETAIL S) 0 A. OR — POURED Cc OR CONCRE 3WCK WALL �EximNO lJV'•l'i- ©.p.© S LLATION i�- •®•O ®- C11HV BLADE OR 04 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. rL e c o ,Ne. A.S.S.A. Amerfean Shutter Systems TILIIT TESTING k ENGINEERING COMPANY Assoclaflon, Inc. el w.w. eOh. sr, sW..ne. a6axw c wvs, anew men Phone : (.105))611-1530 . Fox : (305)871-1531 4268 West R..ds Ddve -m e: Ntatt000Leam �Es-po06,10 Weet Pnlm Eeeeh, FL 33407 wuTw A. PWT Phone: (800)432-2204 . Fox: (561)209-8360 Rd OA1 . 1 44167 DRAWING No 11-193 SHEET -- MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft) FOR INSTALLATIONS W/ "LOCK®& ®or aT W/ ON HV LOCK Or Qr ftA or HD LOCK QW, ROD 5� d(t CENTERMATES t W/ ONE HV LOCK ® W/ TWO LOCKING RO ® TOP & EOTTOM #(SEE NOTES tij) CONCRETE & WOOD INSIALLAPONS O VALID MOUNTING nDOR/CERING NWMINC MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPOSIN( OR 1 RODS I VAIDVY �4r FA69FE xoulG NOTES A. AXIMUM SHUTTER SPAN* 1+" qAXIMUM SHUTTER SPANK` "L+" GNEN POSITIVE A.S.D. DESIGN PRESSURE R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS RATING. MAX. ALLOWABLE SPAN FOR A CNN / RICAI NEGATIVE A.S.O. DESIGN PRESSURE RASING @ %W/ TWO HV OR & ONE HV LOCKS (2) PROCEDURE TO DETERMINE AOXRAUM OR LOCKS OR 0 �W/ OR W NO LOCKING / SPAN FOR WALL MOUNTINGS OR )CAKING RODS TOP BDTTOO ® / 005 FLOGN/CENNG: / ONE HV LOCK ® OR ® (VMD FOR MOUNTING Q R 04 SEE NOTES t.}t SHEET ]) GI A POSITNE ASA. DESIGN PRESSURI RATING, DEIERMINE SAUDI SPIN 14 MOM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN M,yyyy M..l does CONCRETE k WOOD MSTN1AlKK15 O ny AeE1�p, CONCRETE .5TALlAT .. PappeenE "Poses PRESSURE WI DETERMINE MAXIMUM RMR/cOUNa uduNRNG (Aa.EI OOaR/tDUIS LouNlma Rand nwR NL u SPAN 1-=FROM SUIFDUL£. Ira -) .. ... ... (ial-1 W 12'-3° 1 13'-M' 1 (3) PROCEDURE TO DETERMINE MAVMUM SPAN MR COMBMATONS IN BETWEEN WAIL W/ FLOOR/COUNG NOUNTNCS: FOR A GIVEN POSRNE ASD. DESIGN PRESSURE MTNG: DETERMINE: LI+- MAX, SPAN FOR WALL MOUNTING INSTALLABOS5. ❑+- MAX. SPA Me P1DDR/CEIUNG MOUMWG INSTPILATIONS. 45 L1'_1p 19_1• 50 11,-T• 12,-5, 0' I' M11 t' " ' FOR ACNEN NECATM A.S.D. DESIGN PRESSURE MPNG: CEIERMWE: _ LI-= MAX. GRAIN F WN1 MOUNTING INSTAwRONS. u-- MAX. SPAR FOR FLOOR/CELING O NPXINUTA SHUTIF/i MOUNNIC -PISIA W110N5. SPAN 'L+' OR 1--' FOR ' nWy µgAIMDN A110WP91E SPAN 5 'LI+', INSRLIAPCNS INTO WOOD - i0 1HE MnMuo BEMGEN U+', SINLL BE UMITED TO 105 L,- MIS'u-• pet. DESIGN LOAD. ui)vlGOi TO ANCHOR SCHEDULE WTRI `NAL II/Y 11 SPAN .WO x CxmE i 1 N.V. CORNER CENGGRNATE /3 NAY BE USED AT ALL MOUNTING INSTPLUI NS. LOCKING SPECIFICATIONS 51ULL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE I3, SXET 5. EXCEPT THAT GALLIUM SHUPae SPAN 'L+' OR 7 AO MAAMUH AS. DESIGN PRE35URE MTWG FOR IN6OLATOIS INTO CONCRETE OR CONOIEfE Bul SHALL BE LIMITED A FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p. AND S.-D. SPA�My SEE MOUNTINGLMA ON SHEET ]. IL ECOtea. # TILLIT TESTING & ENGINEERING COMPANY ease 111 Is. SL. a,.. we, rxa- aamms, RMa- Ivan Phan 1 (305)8]1-1530 . F..: (305)571-1531 1Ap -ma4 W.Ecasel.eom ES-041 IB d TOLTFR A TULT 11. P.E. 17 RgRlw Uc. 1 44167 A.S.S.A. Amarican Shutter Systems Association, Inc. 4266 West Roads Olive West Palm Beach, P. 33407 Phone: (801 . Fa.: (561)209-8380 ION TOO G ASE REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WIIHIN THE FIRST 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER, (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SFPA %TCAN TO CtASA c..HEG I A SHUTTER W/ ONE LOCK WITHOUT LOCKING ROM SHUTTER INSTALIA110N W/ INSTALLATION 1V/ SPAN SYMMETRIC,IOPPOTING CENTERM/.TES CENTERMATE4 105' OR LESS 3 3/52 4- >IOS TO MAX AuaWEO 3 T/BS 4° / Gj ((��++�� USEBMICA VALVES FOHKJ2 ATiD fMMPQN TO G c a HFO P MINIMUM ec rt SH F W/ ONE LOCK & TWO LOCHNG RODS OR WITH ONLY TING LQDKS SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN CENMTERMATES CENTEIINI GES 105' 2 3/4- •• 3 3/.16- OR LESS >105' TO MAX. 3 1/4- ^• 3 1/4' ALLOWED USE 2 IS/I. FOR KV'I -Dc fWM W/ .fve •A• USE 4 1/8' FOR IN'T' U(I0W/ USE INDICATED VALUES FOR HW CENTLI INSTAIATON I MEND CON.EIE x .0. WOOD WALL A, B, C, D, E. M. N. 0, P. 0, R. MOUNTING F, K & L. S & V. FLOOR/CEILING G, H. 1, 11 ♦ J. T. U, W & X. 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IL ECOEaa. * TILLIT TESTING a ENGINEERING COMPANY uM X.w. 16N. s\. sle. ]OB, Ndiw GAap; PIONG ]l; Fo. ; (b5)B)I-IS]f -mPu Mmmoaa.�m AIc BB -au 1 ML1FR A TWt b. P.E IATE fiP9R411c. / MIBT TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLO —SET BLUE TAP APPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE UM�ATIONS OF USE SOR BLNE IA ON SHEET 1S nl HV BLADE OR C1� HV BLADE W/M HV WINDOW BLADE WORKING IN UNISON A.S.S.A, American Shutter Systems Association, Inc. 4268 west Raads Drive West Palm Beach, FL 33401 Peene: (ECO)432-2204 . 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I. ANCHORS TO 9 MKIE SHALL Be AS FOLLOWS: (A) TO EXISTINO FOUREO CONCRETE: (Min. re . 3 lui) ANCHORS ACING - Ile. TAPMN OR TMCON WITH ADVµCEO MREkOF'CRM TECHNOLOGY µCHORS. AS MµUFICRIREO BY I.T.W. SUIWE%. (Min. T'C J �N� x" - I/Po N 3/4' ALL POINTS Stt1D-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCR`-W, BOLT & SPECIALTY COMPANY. (Nin. 1'c J el RANCOR OR ME - I/4.1 E TAP CONCRETE ANCHORS W/ CAP AS NpFW UFACRURED BY RICA FASTENERS OIREOT. INC. (Min. 1'C • 2 N,Q TAPCON WITH AW - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURER BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY MRpRMRN TECNNCUGY COMPAM NY OR ANY 01 APPROVED UCEMSED OR AUORRwW EO VR REGISTERED WITH ME AMERIGN SHU TER SYSTEMSASBOC4ITION, INC. ALL PoMHS saw -SET (Min. I'.. 3 WQ WE BTM W/ GP NOTES: TURNER! A1) NIWNUN EM ONSENT INTO POLAROID CONCRETE CS TANNIN OR TAICON MM AOVµM) 1HREADMAN TECHNOLOGY ANCHORS AND TAPPER! ANCHORS IS I J/4'. AND FOR BLUE TAP W/ CAP ARMORS IS 11/2'. A2) MINIMUM ENBEWEM OF 1/4.0 N 3/4' ALL POINTS COLIO-SET ANCHORS SHALL BE T/BIN INTO ME POURED CONCRETE NO OUBEOMONT •- M-wAOR9 Cf --{m INTO STUCCO SIULL BE PERMI1TED. 1/4-0-20 SS. MACHINE SCREW USED SHAG BE 1 1/2" LUNG MINUS SHOULD STUCCO EXIST, ANDWADS GH SYELT 10 1- MINIMUM FOR WALLS WITH NO STUCCO. \) • CAL •' O � L ICI' . i .••L ' � A • i . L L WL A.3)'IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAWNS OR µY VENEER BE FOUND ON ME EMISRNG WALL OR MOP, µ[HORS SII BE LONG ENOUGH TO REACH ME MAIN EMUCNRE-SECOND SAM WAIL FINISHES. ANCHORAGE SHALL BE AS [MOM= ON NOTES AI) r Aa) ABOVE. FOR INSiAUAnONs ON NNIl SOwG OR ENs WITH ON NTxOur NEFAL STUDS CONSULT MIB ENGINEER. FOR MBLNf/.MX Wi0 SITE WITH METAL SNOS SEE SHEET 20. (B) TO EFJmnG CONCRETE BLOM (AVM C-Po) 1/4 0 TAPCON OR TMCCN WRH ADVANCED MRFMAMM TECHNOUOGY µ[HORS. AS MANUFACTURED SY I.T.N. OURIpL 1/4-P . 3/4' ALL POINTS SOLED -SET ANCHORS, AS DISTRIBUTE D BY µ1 POINTS SCREW, G0.T h SPECIALTY COMPANY. I/40 BWE TM CONCRETE ANCHORS W/ CAP AS MWUFACMREB BY FLORIDA FASTENERS DIRECT, INC. I/4b TAPPER+ MCNORS AS MMUFAGTUfl FO BY POWERS FASTENING. INC.. AND OBTRIBUTED BY .W. POINTS STREW, BOLT k SPECIALTY COMPANY OR ANY OTHER µpgOVEO UCENSM OR AUMORM WNWR REGISTERED WITH ME MERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: 8.1) MINIMUM MOMENT IWO CONCRETE BLOCK OF TAPCON, EWE TAP W/ CAP ANCHORS AND TAPPER+µCHOPS IS 11/4' AND TA➢CON WON ADVANCED T OWAYFORM TECHNOILGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/40 • 3/4' ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY MOM INTO ME CONCRETE BODY. NO EMBEDMENT INTO STUCCO SHALL -BE PERLITED. 1/4' 0-20 &G, MACWNE SCREW USED-SKAll BE I I/2- LONG NMWUM-SHOM SWCM EXIST, µD 1MINIMUM M. WADS M1111 NO STUCCO. 0.3) IN CASE THAT PRECAST STONE -PRECAST CONCRETE PANELS, PAVERS OR µY WNF£R BE FOUND ON ME EXISTING WALL OR FLOOR. µCHOPS SHALL BE LANE ENOUGH TO REACH ME MAIN STRUCTURE CONING SAID WALL KNISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) h E.2) MOW. FCR INSTALATIONS ON VINYL SIDING OR EIFS WIM OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EFS WITH MEIN. STUDS SEE SHEET M. (C) ANCHORS SIVLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENWOONS µ6 SPEGFIG110N5 OF ME ANCHOR'S MANUFACMRER. (0) SEE SCHEDULE BMW FOR EDGE DIBTNKE (ED.) VERSUS SPACING. RELATIONSHIP FOR ANCHORS. EDGE DISTANCE 'IERS115 SPACING SCHEDULE FOR ANCHORGI MAXINM ANCHOR SPAONCS ME WWO FOR ME DISTANCES INOICAM BROW. MR E. 0. LESS THAN RE INDICATED, REDUCE ANCHOR SPACING 6Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY ME FOLLOWING FACTORS. f WCEO SPACING OSTANEO USING FACTOR SHALL NOT BE IEGE MxH INN SPACING I L FOR FA CH ANCHOR TY➢E. FACTOR ACNPL EDGE DIMANCE TAPCON TABOOS WITH ADVANCED MREkOi9R11 TECHNOOOC/ AN, POEM si SET ME TO W/ CAP TAPPER MM. SPACING + Co. MIN. SPACING . W MIN. SPACING . 3- MM. SPACING . 3 I/r AN, SPACING . Y J 3/4, 4- RED CONCRETE h ttN,CWAE DILCN FaPOp Pfa61E MM1 ED.J I/! NaEIE gpLA. MN M-1I/I POURED CO-- d CONCREE B.Cd POURS) CONCRETE M CONCRETE BIdX MURM Cpa£B W M.3 I/Y CONCRETE BqH FA.2 Ijir 3- 1.0 0.91) 14 AM IA OM IA 21 2- - 0.61 1.0 - - SBT LO 2- - 0A1 - _ _ OM - 1 3/4- - 0.21 - _ - 0.0 - 11 - "S - - - - 0.35 - L ECG,. * TILLIT TESTING a ENGINEERING COMPANY NSSW. TuN.n s,. G2m, WIDMA cAvms. Fwaw vl PI:ane : (30.)B)I-ISTO . Fa.: (.105)BJI -t All -YIk UIMPBO.O... EB-00i LEE,E W0.lFR A OWT b. Pf. RE MAJDA Lx. I .1R7 ATWST,S.AT, American Shutter Systems Association, Inc. 4268 West R.dG OrIOW WCNI FOWL Beach R 33407 Phone- (SW)432-2204 . 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Fov : (]n5)871-1520 -moil: tilleeo0a01.celn Ee-oaaeTly WkMP A IJ!. P.E. nu,m iNPIM llc. f MI6] ARGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-sEf BLUE TM TAPPER+ * SEE ANCHOR SPECIFlCATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE #4, SHEET 11 n HV BLADE ONLY, A.S.S.A. American Shutter Systems Association, Inc. 42E5 West Ra.ds Cove West Palm Beach, FL 33407 Phone: (800)432-2204 . Fav: (581)209-8380 w� DRAWING No 11-193 MAYIMLA/ DESIGN pRE5 USE ReTNG ( 0 AND CORRECf20M1RJIM1C LAYIL IA eM1 H � � RCY, p�ppR A •NEN AIAY, CH films CpAN. N .ATV A.C.D. D61GN pR CC IR ReTN AND A DORRESpONDIN • AA NITM . TYPE, (SEE UMUNTINCS ON SHEETS 16 & 1]). Z� l.J BST RATE uumnnN SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGUS FIR W MIN, G=0.50 / SPRUCE PINE FIR NORTH W MIN. G=0.4] / SPRUCE PINE FIR SOUTH W MIN. G=O.]6 / 1/2' MIN, CD% PLYW000 SOUTHERN OOw/uMSINq. n w/55, MIN. OR SPRUCE PINE FIR NORTH W/ MIN. 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I2 12 11 I, B.5 fiA @ 12 10 8 BA 5.9 10'-0° 12 10 ),5 4 - - f 3 - 12 10 6 J S 6 4 .5 ] - 12 10 3 - - 6 6 4 .5 ] - 6 5 159.5 I2 12 12 10, 6.5].5 f2 11 9 J 6 5 - 9 {.5 - - - 12 10 AS - - - 6 5.5 }5 - - 13 10 - - - 6 5.5 4 - 6 5 - - - 108,5 12 11 11 0,5 B J 11 12 6 8.5 5.5 4.5 2'-0'12 10 4A - - - 6 B 1 - - - 12 10 3.5 - - - 6 9 3.5 - - - 12 10 - - 6 5 3.5 - - - 6 5 59,5 9 12 I2 11 8.5 J 6 IS 1.5 J.5 e S 4 11 f0 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - IS ].5 - - B 4.5 - - - - 6 4.5 - j 112t . 8.5).5 12 12 10 8 6➢ 5.5 12 OS ) 5.5 1.5 41C-0' 12 10 - - - - 6 5.5 - - - - 12 ] - - - - 5,5 1.5 - - 11 ) - - - .9 1.5 - - - 6 3 - - - B 6 12 11 9.5 ],5 8AS1!'-0' 11 12 - - - - - - 6 fi - - - - _ 12 11 _ _ _ _ . 5- 5 - - 12 11.5 - - - - 5 S - - - - 6- 6 J.512 6.5 1 12 12 B.5) R 6.5 8 1E (THV BLADE OR n HV BLADE WZ, HV WINDOW _WORKING IN II, . Ys u nwro aF ag Fm euSE�ox snm ,R } NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES 1. M'UIORS TO Wµ2, FbSR OR SCUO WMD SD: FT SNNL BE IS FOLL S: ]. SHBSTUTE 9WL CONSIST C£ TIE FOIL INO: -SOUTHERN NXE/N0. (N0.5) - ./ 0 TIPC4N /M1pRS, AS MVIYi/CNPEO BY I.T.W. BUI➢IX W Nm.uN W 9 / ]1YFM AS It91G1E0 AT 0.50/(H.OS )D U41 $EC1pN aN SHCO'S 16 & IJ. -SPRUCE ME OR NORTH'W/ O.O.N (X➢5.) EFCFPTOI SEE NOTE 3 9DbN. -SPRUCE ME MR SOU I W/ G-036 (N➢.S.) 1. ANCHORS TO HOU17s CEILING SHOUL BE A4 PER --mHG WE U. SNEEF 17 AND SNAIL WNCSF Cl -YIN. 1/2' COX RHNC➢ (less IPA) UG SCRFK AS PER NOS 3We SPFCs,CA,., 4. ANCOMS SHALL 9- h5TA FOMpMNG NL OF ME RECONUMMIGN5 AND SPECFICQOSS OF TIE ANCHORS "FD TVRIM IL E�.QINC. TILUT TESTING & ENGINEERING COMPANY Is X.F. Xu. St. S., Ro, N. N#!N, 1.1 Phan.: (3051e71-1530 . )`e. , M.M.J1-IS11 MRIM tic J A.S,S.A, American Shutter Systems Assaclatian, Inc. 426B West Roams Drive Wes! Palm Beach, FL 33407 Phan.: (600)432-2204 . Foc (561)209-8380 EASTERN DRAWING No ®4 �1111—t�'ffl 2•,d' WOOD AMID. (SEE SCHFDUIE AY SHEET MR' CODA PLYWOOD REO'O. DS O IV O.C. M. RE0•0. D TO =DS N ACCORDANCE EASCNG t cuss—( 15) —114 0- �]/A' SS MACHINE SORES W/ I/A'-20 MATS O 12' O.C. side Q 6flQ I p�JJI q IW Nz I I I 1 2',P CONT. Si PIATE REWD. (N)HV WALL HEADER INSTALLATION MIN. SEPARATION] 1p'e-200/4' S.S. W HINE SCP£NS W/ 1/4-20 NY15 O 1YO.C. 1�OR® _ ll/1'0 T"ON OR iAPCON WIM AOVANLFD 0, t,E I.RM TECHNOLOGY 4 W/ I/2' Min. PENEIMP R 0E MREAOEO AREA IxiO PLYWOOD (SEE SCHMU ON SHEET 15) 1/2' MIN. ED TMSi RYHM10 RETV. 7 HV WALL SILL INSTALLATION �. TILLIT TESTING h ENGINEERING COMPANY sift 51.. fY. AA vv.r. GWOAS. i1L1 W "I Pflme : (405•b71-1510 . F x : (JOSJB]I-IS]I NKes0ts am 1l1 i1f ®-W0671B W m A l Jr. P.E. ATE nORNA 0c 1 HI67 A.S.SrA, American Shutter Systems Association, Inc. 6268 West Reeds Drive West Palm BeacH, P. 33407 Paerve (ea0)432-2204 . Fe.: (561)2M-8380 of DRAWING No 11-193 QV HV WALL SILL INSTALLATION QW Hy FLOOR INSTALLATION FUDRI A BUILDING Q fli h &OCil Hurricane lane `_ l,pr a rii�il '��P�`'••CEN••"• �9'; ' l IL E E o .... TIWT TESTING &ENGINEERING COMPANY !]55 X.W. ]9N. 91.. 9:a, Mi NFmXM 6NDP9. FlDmM A:D[ Fnone :(]o e)BT-Ts.. Poa :(IDa)T71-Illl -mDu Dne.oaaa.<am I ene 1 A. T P.E WKTFA A ILYT AAs� wain uo. / «Is> . . A SSA AmerIcan Shutter Systems Maceration. Inc. 4268 We9t RDaE9 Odve West Palm Beach, FL ]]wJ Plmac (800)432-2204 . FDA: (Sfi1 )209-83fi0 02011 M111171 METAL SUPPLY, NO.tEw BERTHA HVTM Accordion Shutter System H.V. SATE #1 W OR W 0 H.V. WNDOW HME REV.X. Dcs manor DATE I stt en Aa. I OWDII-DA, "Asp, M2 11ITT/" p DRAWING No- 11-193 �O F '• `,` � W�''••.,<Og1O?t:'�p` F�pp 19 '�NAi(nilE ✓17 A a s SHEET Or 20 IX611X0 ELISS— h- _ Y H. aw K .V]]. END INSTALLATIONS C1)HV & Q HV* BLADES INTO 2"x4" MIN -WOOD STUDS inn9Acranu 4 2%1- Ex. waoo n WIIDex MOO REvo. a. MS E , mms OR laakem n 1 cox s s IXisr. �` Exlsnxa n.e= p• YIN. rtw — I/1' YM. ryk� O� 1/OF OIIB 1/]'SYS AIB I�C. 4WS 5 '�I��� O.O a 9[E 9EruL x MR OA ®k .p-®•®• ace mE`w`O, �.®.©.®. TO Tauxs e0.O•Qr .O'Or ®• -END-CONNECTION DETAIL °4 F0 aRII e�iin'iu+wv<o rrlRctorrnu ll—C— — 1Lcnxaa:r mr amm 11.• Yn woao"a's e/ 1 p• Y". PErkIr Yx SpAWIW 51YRa Ewa. REO urt0 SARD 51u05 o IY O.c. . 19r BRE%Qm Q19EEr11 wa 9I1l3mkaLb ri'NRffiR Z..1 Y �//////% I��° z.4• uin. Worn �— 9N09 Pf0'0. r EMI511Na aV55 X',7�/i�/� i * IL ECOI�e. A.S.S.A0 American SAuRer Systems TILUT TESTING & ENGINEERING COMPANY TAF • em E... 3en. as. me. 3s5, ".. ama.a. MR.'I19e P.. : (30e)971-1930 . fox : (305)071-1931 -mole Ylleneetl.cem AesoolailOne Inc. 4296 West Roads Dare West Palm Beach. R 33407 5x .......�G� 9/I,s //GATE _E6-00061s uMIREA 1 4.16E Phaae: (800)432-2204 . Fax: (561)209-8380 gPAf .UD- CONNECTION -DETAIL ®- k MlVlll✓m aVI.Y fpl AAVS 4FF/.1p1 IIWI 11'-a' ♦ SEE LOYITATIONB OF USE -OF I2)ON-SHEET 19 DRAWING No RUMNG LASS --- ---1------- 9 91 9) 9 91 9 9 91 9 9 9 9 91 9 91 91 9- 91 9 9 SaILAN MR RoweRENFMS) p� YP TOP G BORON W ELEVATION WIN. EEPARAT". TO aAs 1 ECO i TILLIT TESTING k ENGINEERING COMPANY GC 6559 N.W. SY. PW`lN. e : (St, Phone : (]Gg)B)1-1 15 0 . Fev : (AOS)B]I-1E]I F04 I (M5) 71-15 1 19A - II: mM0000a.w,a II 11 ,,1111 WTER A. TTUDeY12 A. IT Jr. P.E. E/G41E Re "flIOA U ELOt'. E MID) A „I. r, .F , n.,ru•,, l aa:u.: ll. L MAX. AS,D. DESIGN PRESSURE PALING: N1a, - III) P.Al. 2. MAX. SMU TER SPAN: M. ]. ALLOWED MOUNTINGS: A, D. 0 k H ON SHEER B, l; AS WELL a �}M.%GJUNTPNGGjS� J. 0, T, U @EIWI+©I OONL SHEETS 156& I], Q ME UY011ft, jEMT SY BETS N UOEO OMIT AT EoppoNIEPoO ACCESS UT, IN mp GPf NC CENTERM.iTE 5. (A) W WINDOW SLIDE IQ SHALL ONLY ALLCW A MAXIMUM OF 5 OPEWNGS (]'0 HOLES) FOR 6 PER BWE AT -SPACINGS SHOWN ON SHEET A (6) MIN. aFMINCE FROM TOP OR -BOTTOM EDGE OF HY WINDO'N BADE IS OF ANY, 3"0 H. FOR 44 BE 12'. (C)FtR WINDOWADE % BBIACE CONNG OUT FROM STARTERS AT ENDS MAY BE IN (D) IN WINDOW BUTTE 3 MUST BE USED ALTERNATE TO A SOLID W BLADE lO THROUGHOUT SHJMP% Dm. (E) G MATES SH4L ALWAYS BE INSTALLED ADJACENT TO A SOLD HIMSIADE I AT BMER SIDE OF THEY. iH�j We INTERIOR R OF THE OPENIwNO B(P PROSMALL BE IN HIV WINO W (4N MUST BE ABS E ONp INSTALLED AND LOOKED USING A IN SETTING TOOL PRONGED BY ASSO, INC. B_ SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME- BUIIDINGS,,ON WEST 15, AS LIMITED Of SPA! AND DESCH LEAD (SEE NOTES 4 P ABOVE). ]. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INFO POURED CONCRETE OR. CONCRETE BLOCK WALL ON SHEETS 12 It 13 AS UMREO BY -SPAN AND MKIN LOAD (SEE NOTES I k 2 Move). B. MIMMUM SEPARATOR To GLASS SCHEDULE: SHUTTER SPA' NININUN SEPAPATCN To CIA55 M. MAX. S" ALS.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Bcach, FL 33407 Phone: (800)432-2204 . Fax: (551)205-B]BO DRAWING No 11-193 ". a.m5. NICK Jr. I L(43D ® E IEn mrot cxwxEt fiME w Nln. E-ao m g• DONE: ro duos EXIMNG DE iOR SCFEwS M A4 A"Pu IEPoOP GnEE EXISTING cuss MIN. sEPM O GIA (SEE SOME[ Exam, S PP II-x aws• NICK6N m 6•0c. IMLN WE aNr. -f i1FHE0 }0 SNOS 4 1 O s a * GEN a IMITATIONS AND CONDITIONS OF (ISF FOR 113 im (I HV R ADF ACCORDION SHLfljEg SYSTEM INSTALLATION TO METAL ST D WAIF 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 O.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M© ONN THIS SHEET, 4, ONLY ENTERMATE 21 W/fey HV LOCK ARE ALLOWED WITH 21 Aq GE A SO ETRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS S1DE OF &LTERMATE. 7 2.aoD- No..I- I r moo• 3® 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHFDtJlr . 3.0001 Max. MINIMUM STEDP/GA 4]a IENOM 4 1• 43 L/4"0-207Li" BOLT I/a, MUST PENETRATE 43a 1" BLADE SLACK DETAIL MVF IS VALID ALSO FOR ------ I/Z• 12 CENTERMATE 21 APPLICATION WITH BLADE IQ 9 w ED MINIMUM ', 43Is 6'x 1 1/2'x 0.0]5• NICK VPRIEB ® 6 D.C. MIn. N A-6A1 OftWE w W 2 Md MI,.G-60 cALv. slEa J MS WALL H A FR/SI IN TA I eTION uElO1 SNo9 qt 16. OC. E%e11NO FINISH AS APPLIC49fE GYP. TOP k BOTTOM) - -_ �EgSRNG GVS6 1/2'• A. )7 f/ * TILLIT TESTING h ENGINEERING COMPANY esss x.w, ]5", n., sIx eel. v.,...P. OauM vme Pxwe1 ]I-IS]0 (305)8. Fax I tJOI)8]I-I111 1 uam -.Delta wk" GR�CS\'1. cT/I u4TE A PI Jr. RE RLRIM UP 1 "161 1/2• MAX. SLACK &S.S.A. American Shutter Systems Association, Inc. 426E We9t Road. Or. Wen Palm Beach. FL 33407 Pheae: (BOD)432-2204 , Fax: (561)209-8380 A)5" 250" I- 050" �T— I/4°0-20 THREADS 3 "go GQNSM11 COMPONENTS SCALE:-3/8" T° a tw `J LOCATED AT 12 HIM HEADER/51 ENDS VIEW Y SIDE CONNECTION TO TRACK DRAWING No