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HomeMy WebLinkAboutPRODUCT APPROVALP-Mla Building Code Online, Page 1 of 3 WIN kf" •T+-4 �' ffi " ..L.:r.:::..."d SCIS Home Log In User RegatrabO Hot Tapl6 Submit Surcharge Sta%&Fa= Publications FK Staff SCiS site Mal Links Search bpr Product Approval USER: Public User Comments Archived Product Anoroval Menu> Produtt or Aoel'atlan Search > Aoo catibn List> APpllcatlon Detail a " SCANNED ° --fit I FL # FL389-R9 BY Application Type Revision St. Lucie Countv Code version 2017 Application Status Approved Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastern meta I.co m Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWM 17 107 CERTIFICATE OF INDEPENDENCE PDF F. ...,9 R9 COI ,,. mi I rnnM cuTTER SYGTFMS ASSOC., LW, DRAWING 17-106a CERTIFICATION OF INDEPENDENCE (1).PDF F. ..89 R COI AMERICAN ewITTER CYCTFMC DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards FQ {1p�7 Certified By I j' F I, httnc•//www.floridabuildine.orQ/ror/nr an) dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 Gworida Building Code Online , Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL At I Model, Number or Name I Description I 389.1 Bertha HV Accordion Shutter - I Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 17- (top and bottom) for storm protection SOB Limits of Use Installation Instructions DRAWING Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F• 38-9 R9 11 AMERICAN SHUTTER SYCTFMc 17-108 BERTHA HV ACCORDION SHATTER SYSTEM.PDF Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3" for 40 psf Evaluation Reports " nRAWINC positive ASD load and 13'-0" for 35 psf negative ASD load F SYSTEMS REPORT PDF the HV3 blade w/o window blade,5'-2" for 110 psf ASD load 17 108 PRODUCE EVALUATION for HV3 blade w/o window blade and 8' 11" for 62 psf, 9'- Created by Independent Third Party: Yes 11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of+72,-72 and 84" for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 17-i07 (top and bottom) for storm protection Limits of Use Installation Instructions FL 8 R II AMERICAN SHUTTER SYSTEM ASSOC Approved for use in HVHZ: No BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes -_- RAW O ;7-107 .�- Impact Resistant: Yes Design Pressure: N/A SYSTEM PDF Verified By: American Test Lab of South Florida Inc. Other: Large missile level -D-. Max. Span is 16'-0" for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports R9 AE AMERICAN SHUTTER SYSTEM A550C locking rod configuration for the HV3 blade, 8'-0" for +64, FL389 OF EVALUATION -72 p.s.f. A.S.D. load for HV blade for Keystone mountings INC,D AWTNG 17-102 PRODUCT 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HVSA working in unison. See sheets 7, 11 and 20 REPORT.PDF Created by Independent Third Parry: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 17- (top and bottom) for storm protection 106 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes Contact lu:: Oar c T a�3" Ph c• 850-487,1824 Tile state of Florida Is an AA i employerCOO11101"t ZQQZ-ZOI 3 cote of Florida.:: P E statement :: Accessibility habment :: Refund ttatemeatt Under Florida law, email addresses are public records. If You do not want your e-mall address released in response to a public-rewrds,e,,ma, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any Gue,bOns, please contact 8SO.487.1395.'Pursunt t0 section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if Nay have one. The emalls provided may be used for oRcial communication with the licensee. However email addresses are public m0a 11 you do not wish to supply a personal address, please pmvke the Department with an email address which can W Made ayallisble to the public. To determine if you are a Ilrensee under Chapter 455, F.S., 0 U b,e . product Approval Accepts: httnc-//www.floridabuildine.or2lbr/-or app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 SCANNED fiENERA_ _L NOTES; 1. BFRINA NV. ACCORDION SHUMA SRip1 SHOWN ON MIS PRODUCT EVALUATION OWIJUM (.E.O.) HAS BEEN VETTED FOR COMPUpNCE IN ACCORDANCE WqN ME 301] (BIG Ed11dQ OG ME FLORIDA CODE THIS ACCORDION SNUnM SYSTEM SLL NOT BE INSTALfO AT HIGH WLM, HURRICANE ZONES. DESIGN WIND LEADS SHALL BE CDMM.M AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS FOR A BASIC WIND SPEED REWIRED BY ME JURISDICTION WHERE SHUMFR WILL BE INSTALLED AM A DIRECOON.W1Y FACTOR KE-OLDS, USING ASCE 7-10 -0 SHQL NOT EMCEED ME MAMNVM'(X, ) DESIGN PpESSME RATINGS INOICAIfO ON SHEMS II MRV IS, 19 k 20. IN ORDER TD WMFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE nnT REDUCED TO AS.D. DESIGN MIND LCADS BY MULTIPLYING MEN BY O.e,R1 MOM TO COMPARE THESE W/ MAI (A5.0) DESIGN PRESSURE RADNGS WDICAIED ON GUESTS 11 WA, 15. 19 A 20. IN ORDER TO VERIFY THAT COMPONENTS µ0 ARCHERS ON THIS P.E.O., AS TESTED, WERE NOT OVER STRESSED. A JJ X INCREASE IN ALLOWABLE MEW FW WINO LOAM WAS ALOE USED IN THEW ANALYSIS. HOWEVER. A WIND CONAWN FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. BERTHA KM ACCORDION SNUFFER SYSTEM'S AOEWALY FOR WINO µ0 LARGE MISSILE IMPACT LOAD HAS BEEN VOTED IN ACCORDANCE AM SECTION 16OD.1.2 OF ME MOVE uENTONEO CODE AS PER AM REPORTS: -W BADC 01 10214.01-03, f0715.01-0J, 11004.01-05. 1121101-05, /W17.02-06. 10609.01-10 µ0 10210.01-11 AS PER iM-201, TAS-202 µD IAS-IOJ PROTOCOLS µD ASTI E-IB88 MO E-1096 STMMRDS (MISSEE LEVEL 0, WIND ZONES 1, 2 A 3) tr /1220,01-10 AB PER TAB 201. 20J A 20i PROTWOLS LARGE MISSLE -HV WINDOW BLADE 0 /0505.01-W AS PER AM E-1856 AND E-1996 (UTWILE LEVEL D. AND ZONES 1, 2, J) BASIC PROMOTION ONLY AND / 0725.01-68 AS PER TAS 202 PROTOCOL. 2, NV BLADED WHO NV WW WW BUTTE © ME ENGINEERED TO MURK IN UNISON AM EACH OTHER UNDER ME GENERAL UMgANOM AND CONOMONS OF USE INDICATED ON SHEET 19 1. BERTHA NV ACCORDION IONS INN SCREWS), USED AT SLIDES KNWME AND FOR VRECT MOUNT CONNECTION i0 TRACKS SWIG. BE 114A2.75e AND /14075' MSPCCMELY 410-M MIMNUM SETTS STAMLESS STEEL SCREWS WON 1350 N51 YInO STRENGTH AND 180 511 TENSILE STREWTH. PINS SMALL BE COATED WITH IRMIA W OAMOSTWELD COATING SYSTEM AS MANUFACTURED BY APPR COATING APPLICATORS, REGISTERED WINAMERIOW SHUTTER SY$I,S ASSOCIATION. PIGS NUST BEAR ME W NMKINC W 4. ALL ALUMINUM E%TgU5RIN5 ALUMINUM BE DNINUy AACCIA110N ALLOY µ0 ON Mflfl HEAD.OVED TEYPM M INDICATED ON SNEER 2 MO J, MINIMUM YIHD STNENGTH FOR 6063-T6 ALLOY IS 30.0 tri MO J5.7 4ci FOR 5. ALL SCREWS TO BE STAINLESS ,STEEL SOT OR 316 NSI SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AM 50 MI MIN. HELD STRENGTH MD BO kAi 41N. TENSILE MOM, SHAI COMPLY W/ FLCTBA SLITTING CODE SECTION 2411J.J.4. 6 BOLT TO BE ASIM A-307 GALVANIZED STEEL, OR ASI 304 OR 316 SERIES STAINLESS STEEL AM 55 Nzi MINIMUM YIELD STRENGTH, 7. SEE THE FOLLOWING SNEER FOR MOM SPECIFICATIONS: W BLADE OQ : 12,13,14.15 AND 20 W EMS (D A () WARNING IN UNISON: 12. 13 A 15 B THIS BmMA H.V. ACCORDION SNUpER SYSTEM BE1B3 A U.S. PATENT /6'))9,563. COMPoNENIO Of MIS AppPWA ME COYEgED, IN WHOLE OR W pAO By U.S. PATENT /5'I58.179 ISSUED i0 MEFAL SUPPLY, INC. EASTERN 9, IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR i0 VERIM THE SWNDNESS OF ME STRUCTURE WHERE SHUT , IS TO BE AnM lc TO INSURE PROPER µC40MICE, CONMACEOR 10 SFAt/CAULK AL SHU R CONPDYEM EWES "CH REMAIN, MRU FASTENING IN CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT V101 VN 'NIRGSION, 10. EACH UNIT MUST REAR PM MT IIBCL IN A MAE PLACE AM WARNING NOTE: OUTING PERIODS OF M1URgKME WARNINGS HOME OWNER, IENWI, OR OTHERS, MIST PROPERLY CLOSE AL NV .0 ND CEMERMATES AND ENGAGE OR LANK ALL W AND HO LOCKS, 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A REAWLY MIBLE LOCATION AT ACCORDION SHUnER IN ACCORDANCE AM SECIK)N 1]W,9,J Of FLORIDA BWLaNG COW. 'ONE LIBEL SIUII. BC PLACED FOR EVEIry OPENING LABEUNC TO COMPLY WIN BECTON t709.9.2 0f ME FLORIDA BUILDING CODE, 12. BERTHA ILV, ACCORDION SHUNTER SYSTEMS INSMLATION WALL COMPLY WON SPECS INDICATED IN THIS URAWMG PLUS ANY BUILDING AND ZGNMG REGULATIONS PRWUND OY ME "ISOICHON WHERE PERMIT IS MPUFD To. IJ. (0) MIS P.E.D. PREPARED BY MIS MORTEN 5 GENERIC µD WES NOFPRCUOE INPOPILQT FIXL-A SNC SPECIFIC PRWECI: I,-, WHERE THE SITE CONDITIONS OEVATE TWON THE P.E.D. FOR .D, CONTRACTOR t0 BE RESPONSIBLE THIS D CUM THESEISMIC,ONSICT PURCHASE AT IS IS Me INCLUI WE sArm Or THIS PRODUCT. BASED ON MIS PE.D., PPW111ED NE/SIZE DOES NOT DEMATE FROM ME CONDITIONS DETAILED ON MR DOCUMENT. CONSIgUWON SINEW AT SITE IS ME COXIRAGTOR'S NESPGNPBj HY. (c) MIS P.E.D. WILL BE CONSIDERED INVAUD-IF ALTERED W MY MEWS. (<1 59E SPECIFIC PROTECT SHCEL BE PREPARED BY A ROPIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (SON.) FOR THE PROJECT µTT WHO WILL BE SIBLC FEW INS PROPER USE Or ME P.C.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.C.D. MGWEER SHALL SUBMIT TO THIS UTIER THE SixSPECITC DRAWINGS MR AMEN. G) ORIGINAL P.E.D. SNAL BEM ME CATE AND ORIGINAL SELL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PpFPARfO IT. ' '/ S vCENSf�9 } IZI♦ -All PRICED. NC. �LMCO ♦\\ �a ,.L S/ONALE :fIIL >EAL'AS(P.NAYI IRE /nLa TllklT TESTING A ENGINEERING COMPANY SISf Y.n. MLS (J0.)) L•. ]US• vvPUN(=). M1lpq U Pnara 81I-1530 . (a.I (Spy)5]I-I>ll _ Y NN.OD<,.Sem 'N41LN A. FLUTIB.. PE. TLORiDA L'e. f 41131 TABLE OF QONTENIS *AREA 1' Hy DAD S (Dg IW GENERAL NOTES SYWEU CGMPONEMS I-20 SHEET 1 SHEET 2 SYSI[L COMPONENTS 31-J7 SHEET J TYPICAL SHUiTFA ASSEMBLYM-14 T'NK'JJ. MEEW. BLADE A WINDOW DETAIL AREA 2• P HI And n AND Hl kIAl1�V SHEET 4 g(A��11� P D 1 TYPICAL SHUTTER ELEWQRIN A NOTES ON LOCKS INSTALZATION OETMS A-F, CEWMETE/BLOCK SHEET 5 SHEET 6 INSTALEATION DEEMS G-M, CWREIE/8LOCK CENTERMITE WAD, 1N SHEET 7 CENTER'4EE ALTERNATING SHEET 8 GOALS WSHEET 9 Do CONNEMION DETAILS 1-0.. CONCRIVE/BLOCR SHEET 10 NAOGMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE tr BWCK SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLANK SHEET 12 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- MOOD SHEET 14 SHEET 15 WSTAILIRON DETAILS M-R, HIM, INSTALLATION DVMMS S-X, WOOD SHED 16 END CONNECTION DETAILS 7- 12 A X. WAND SHEET 17 SHEET 18 AREA 3• E(V WINDOW ni AOF a Ot Ly TYPICAL SHUTTER ELEYARON SHEET 19 ABEEJ1 4• HV WINDOW! D AD -QNLY VWALLATION DETAILS, METAL SWID WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.SI.SI.AIIE American ShuHer.Sysleme A9BOClallon, Inc. 4268 Westrood6 Drive VIBSt PDIr, BBOch, FL 33407 '� • n NLIµ SUPRY, INC. B R A T,A Accordion Shutter SyStl H.V. BADE ql W/ OR W/O RV. WNEM BLAD J'. W OB.N.11NN DAII 0. I OLD 15-M )/27/1 PAN; 07/27, Z 5 ORAWIN, No 17-10 ' •C • e. � $ ti 8 • , 1 JHV SOLIp PLene OHV INIV P A F OAT R COVERED LANCER US PATENT f 545 9 - QUALIFIED FOR USE W/ HV BIAOET 6005-T5 ALLOY AND TEMPER LIMI BE OF BLADE ® ON SHEET 6063-T6 ALLOY AND TEMPER J.lm_ 1Sa0 ADJ.. F_. LOpR A �I� `o AHV TRACiK OUNUPIED FOR USE W/ HV 4�E\MPER BLADE 1 6063-T6 ALLOY MPER �I vMiEs \ 1 9 " 9 _ 1.91J• Na.. Oa3' DRY. 060' 6L 0 _ • 611 1.666" 1• 67C 1117 HV EI IN H AD R 007!LIFIE0 FOR USE Y)/ HV BLPOE(i3ONLY, �� HV HEADER/SILL QUA IFIED hUR USE W� IN BLADf'11CN 6063-L6. 0.L0 AN TCMPEIi" SEE SECTIONS FOR VALIDITY' r6063-T6 ALLOY AND TEMPER 11 NN yNNYNNI a� ! 16 5112"E ANGLES QUALIFIED FOR USE W/ HV ALUMINUM ANC F BLADE rj QUALIFIED FO,� USE W/ HV 6063-T6 ALLOT pND JLMPER • BLAOEONLY. 6063-T6 ALLOY AND TEMPER A� N CS*IHV WALK —OVER TRACK QUALIFIED FOR USE W/ HV i6 6063- BLADE 1 ALLOY A TEMPER d HO CEILING HEADER/SILL QUALIFIED FOR USE W/ NV BLADEiII) SEE SECTIONS FOR VAUOITY. 6063 T6 ALLOY AND TEMPER COMPONENT A B 11 13 3' 5' N..! IIO' 1/9J 5Me%. 0. 1920.192 P.5 )' 4AY.' 0.190' ! 0,190' 5' MAY'!O.,39- j0.131' S 3 0201% NYECO. INC. IL ECOLNc. 3} ' TILLIT TESTING A ENOINEERINQ COMPANY •: no. sL, m.:at vA6w 9Av9en, n6Rw n �"'[� FOSM)I-I SJo . ra.: Pos)0)I-1s]I LI E9-0Rp6)19 p, J 1M1 YFLI[R A IR e. R, 1ELOR9A nFTc 1,� I 0HV PO'/1B0• TART R QUALIFIED FOR USE W/ RV BLADE 1 6063-T6 ALLOY AND TEMPER l.a) • fiJ] ng a ' -I.930 CIHI TRENCN TRACK OUAUHLU FOR USE W/ NV BLADE Qt ONLY. 6063-i6 ALLOY AND TEMPER VMiES 1.936• R 1 (14I QUALIFIED FOR USE W W BLADE Cl) ONLY. 6063-T6 ALLOY AND TEMPER 3 3• 0.135' I 3• 3.:O.C90• 2' CORN YR PO TC go'NT D FOR USE W/ HV ' BLACE Imo` 6063-T6 ALLOY AND TEMPER A.S.S,A. American Shutter Systems Association, Inc. 4268 WeslroDas Drive We9f Polm DeoO,. F1. }3407 FLY. S A➢E #1 W/ OR W/O H.V. WNDOW HAD o6uMPRC,1 pF)L xx.L:h. g/: " I _ CLO 16-039 - l )YI O," 0P/2), ] DRAWING No N--oudors uIIED E�9l FOR U IV BTCMPER v' ONLY A �C�tn a yJ 0 au 63-I6 ALLOY AxD I(MP(R pUA IEO FOR USE W HV BLADE 1 h p ONIV 6063-i6 PlLOY BALD TEYP[p HV CORN R Ni RA 4• O LIFIED OR USE W/ HV BLADE 1 ] 60fi]-T6 ALLOY AND "Z, } 22' 14011. O6 0. WI ' _7 '1 PINt— 7 PROM 2 .LOCKER FOR "T" 0 K rrurcR � " ALA=--!6s:___ 5 pUALIFIED FOR USE W/ HV RUDE 1 JONLY HV FEMALE T" 1 OrK rc„ QUALIFIED PUK USE W/ HV BLADEC•ONLY 606]-T6 ALLOY ANO IEYPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE( 1 6063-T6 ALLOY AND 1[NPE 91 1 1 o a Lfil .21A' �I *�- ENT RuTWNO IO KIKIROD r3�� HD GENTERM T W LOCKING RODOUPIIFIED FORUSE W/ NV pLAOEalx FA v----�-� I W ® LOCKING ROD Q Ii6FDRV BLADE, 6063-T6 ALLOY AND TEMPER 0 ZSJMSTALLATION WILL REOLIIRf A THR 5063-TG ALLOY AND TEMPER I.I 36; HV.3/6"0-16 ACFTAI J]OV TRILCO, K. s} L E C O T„c. * TILL'II TESTING a ENGINEERING COMPANY ]s1n. sL. aN. swa, YSMNa c+.uxs. nantn Y.E. ..s6] ONLY ]MNb[o .-OK G9] R4Yd �x✓AxROIL •-]0 "BNS9 R]L:C[R TI RY(OnOY! Tu¢0R 0®My LOCK IFIED�LaE W/ Hyt iT ONLY. Pump pCM uEAO Ie SC ` N - -Ep RRtTNG BEFORE RNClNNGRINO S.S.`TH ]$, f,BSCac 1/4 = n �sYvuNN - :SALS 91N MLvxuY EM2t-IJ Mm IIA6t NAtt INx xunwL P- f O6]o. As 4"wiAC]uRtO ® HV "T" LOCK DY MM [NtF4Y IiYgRn 0.Y9PPt•'t[ AVN .N EY Oro]t oR EpV1. ®NV ALTERNATIVE I Q OUTLIRED FOR USE W/HV OLADC I. ONLY. OUA36IED FOR USE W/ HV BUDE'TJ ONLY. D.ew ua. N n 1 r123• Nua. - :I• e i oe 1MVYDIURN _ rnwow OR NEY ve' uov. IR"HO LOCK 4 61 RELENT HARWAREIMORPSE EOCNS SAES 1= NOON ECLT LOCH, QUALIFIED FOR USE W/ NV DUOF. ,1,& fA r IE:�• rI DOIDI, .NN nI- """.... W.- A.S.S.A. American Shutter Systems Association, Inc. 4268 Westmeds Drive West PO- Beach, FL 3340] • •...cn "I' 'N LY. RIC. Accordion Shutter Systl RV. BIACE #1 W/ OR W/O HV. WINO W GAD Y. x o[s<Riindl O11L tl"MI c 1 R D IsO6] 2/2J� O.1(: a s '-- ORAWING No 17-10 --. 1 SHFFT SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV QI HV BLADE 1 ® _® ® HV BIAOE to HV LONG RECESSED NYLON BUSHING HV SHORT --RECESSED BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"s3/16' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ 88 HEAD ® HV 2 3/4' ACCORDION PIN W/ d8 HEAD O4 POLYCARSONATE IMPACT RESISTANT HV WINDOW 41 4 ® 3/6 li ® (DORto 45& L.L!4 !!jj��1 . 31^,9"0(�� EXTERIOR ,@4 i 1 A OOR ®I'!��-® or 43 >< V PIN R O IIR N Tc I^ r J Li�— S_S_i_EN__�_AT EXTERIOR B AO KN KI x (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. �PI A H T"f RAS 'BY (2) HV FIN'® MAY BE USED IN LIEU OF (9 AND ONLY AT ' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO BLADE WHEN CORRESPONDING TO INSTALLATION "I7", SHEET 7. rcP. (3) HV PIN OR ®W/ 1/2" O.D. 1/I6" THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTAI I ATION PER DETAIL X, 'B> SHEET W1�EEL-CARRIAGE D TAI TELS 39 (D OR OOR 3� -- RV PIN © OR G� C ExT ioR GUIDE'S NNUcRu. (SEE NOTE FOR REODUEMENTS) r ♦ AS l ECOEr4c. RLUT TESTING & ENGINEERING COMPANY vnon. PaSJm I-uao . ro.: [B-00a6]19 N'ILlxl A 1110 .L:.7 ROFIW O...m6] / f. .. SEAL IRC /SICNATI/Derr a6]5' .IBJS'I & euCE .alias• [Irlyitt. • .aeas .0e20" BUDE'UE,s— YI OPINW K hYP) E I I n o PURIIGN R nl 1 4 SEPNU)pNl J BETWEEN BUM 1 OPENINGS � t IDx GV ! tt atmsE"I TYPICAL HV WINDOW RL,gp (t�A ANI t ;POLYCARBONATE HV WINDOW DETAU i $BOyYCPARONATP IMPACT R ryvA 'T M' WINO,Q$ BAYER MA<ROLON 3103 POLYCARBONATE 1Y uel. ci EE RESINS, UV-SGOILRED GRADE OR SABIC ]o u INNOVATIVE PLASTIC LEXAN 103 RESIN I (SEE NOTE 'F' ON SHEET 19). EXTERIOR A.S.S.A, American Shutter Systems Assoelatlon, Inc. 4268 Weslroods Drive WJEt Polm Beach, FL 33G07 CODE (Hon High Velocity Hurricane io IIE 02017 El,,ERN NEfµ SUPPLY, INC, BER HA M Accordion Shutter System NV. BADE Al W/ OR W10 NV. WINDOW BLADE' LV. H OM.IP)tlr PnR 014NN RY: lC. I OLD 15- a DRAWING No 17-107 ggg. I I h ° �4'-QJ % • x s T ° fiv: Fri. S ON HVHVLAND CENTERMAT� 1 n 1 •1�'•�sI•i� nY [WgMx ONE NV LOCK d Or a SHIBL BE USED AT I/2 Of SHUTTER BPµ FOR ANY SpAV BIYE OR EV* )/2 OF SHUTTED EPAy FOR SPANS UP TO 105'. Me FOR INSTAL TIONS T1NY . HV LOCK ,�SwF�MAYBE USEp A5 AN INSIDE Oft OUIEIOE IOCN, ATTACNED'iO ORAIES W/(2) 1/4'0-20 1/2' LONG FLAT HEAD S.S,'KS. LOCATION OF LOCK SHALL RE AS INDICATED ON SHUTTFA ELEVATON. Ii DESIgED, fOR BETTER PFPiORN,WCE Ofl FOR SEWPItt PUflPOSES,UP TO iW0 NvOR ANY BE USED AS µ INSIDE OR OUTSIDE LOCK. CONNECTION Of LOCKS TO CENTERMATES IULL BE q5 INOICATEO ON NOTE (I) ABOyE, OF LOCKS SH LL BE AS INOUTEO ON 1YPICAL SHUTTER ELEVATION II J. 4 °u`� x9m�°°©� y • �5 /2 LS 1Ksn W/ILWI Ny L 1 LOCNINC ROD$ ApE NOT REQUIRED AT URgICPNE POSITION. BUT MAY F. BE USED If All! p Tp ENHANCE SHUTTER PERFO LANCE. LOCKING ROOS OR µ A1TEpNATNE DEVICE MAY ALSO BE USED AT STACKING POSITON (NON HUpRICANE P0SI11ON). {. 1N'41TDRY muTvrvx, / •ONE HV LOCH •��aY AND INSTALLATIONS AT ANY ELEWANON. 1N LOCH ® PS BE USED AT CORNEfl MIDENR 04 FOR LANYOCK $pµ j /() / SHALL BE USED AS AN OUTSIDE ON INSIDE LOON, n: I ATTACHED TO Tq¢ COflNEF CEMEgMATE W 2 1 4 0-20 K 1/Y LONG Mi NFAO 5.5. M.S. 1W0 LOCKING gO05 1G9 9 AT TOP A BOl'/OM SHALL BE USED LOCATION OF LOCK SHALL BE AS INDICATED W 1YPI S. SHUTTERLOCKING ING R601 MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON WEET 12. A 9 3Y I pjyr INSi MONE ATANYELEVATION AL EPNATE 1 UC tb' NAY BE USED LIEU OF HV ASµ u.1 nn Ory ANY BPµ, AND I '"x2 OF t/r-e_m..r A.- �� ......_____. _. 'A9 vVS `l (9> (9>01a�� OF CORNER ' —1-- CEINTERMATE TYPICAL :1) HV BLADE SHUTTER ELEVATION RNNUlLOOKS AS SHOWN ON SECTION NYE, SHEET 6�0NE LOCK SWyLLBESUSED AT 1/2EOF/SHUT1Eq 2$PN OR TWO LOCKS AT SHOP, OF SHUTTER SPAN. 6. ldANMTORY CONdTIW I. KIEISTLC O - ONE HV LOCK 0USED AT 11/2 OF SHUTTER SPµ FOR ANY SPAN OR 12' IeOK CR BELOW 1/2 OF SHUTTER rSPA FOR $PµS UP 70 Ba'. AND FOR INSTALLATIONS AT ANY ELLWAnON. NV LOCK 43 er ® or 0 MAY BE USES AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0- Qr ® SYMMETRICAL CENTERWTES W/ (2) 1/4'-20 . 1/2- LONG FLAT HEAD S.S. M.B. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ME Of LOCKING RODS i3' OR @ TOP AND BOTTOM IS COMPLETELY MµD,ITORy W/ LL xA A L1 L OR IA OP x MAY BE INSTALLED AT,MIDSPAN AND WHOM IS ..BRrncv I. ONE ALTERNATE LID LOOK IF) MAFYBE USED W UEU LY NV LOCKS i2 DR EDR NfY SPµ µ0 WSTAMADOMS AT ANY ELEVAMN. ALTERNATE I LOCK Yi NAY BE USED RE AN INSIDE OR OUISI AS S OMAFACIMEM OF NO LOCK 4- TO (D IS IV/ J IS a 31V FN. S.S.U.S., AND INCLOOLS RDNPoRCOR 12 RSAIW BE SW OR ON YCI'ANS HOB-HVB AND HD Hvc SHEET IQ LOCK MAY BE INSTALLED AT MIOSPPN OR 12' MAfIIMU4 BELOW OR PBOVE MNSPAN. USE OF LOCH.. RODS 9'IS COb+LETELY OPnONA . /✓ 02017 TLTEW, I&c. �� IL ECOI„G. �:• * 1 TILLIT•TESIING A ENGINEERING COMPANY `�L rn.n. ; I:x een-TVQ . Go, (005J°21nm (•, \vLLLI -mui: NI.[o0uu:..nm wILILR A IRF/nATF 1 1 fLCflOA Lk. ..r9) AT.S.ST,AT. American ShuNer Systems Assoclatlon, Inc. 4268 Weslroads Drive Wisl 'elm Beech, FL 33407 rv, vptµ SUPPLY, WC BERTHA HVN, Accordion Shutter Systel 'IV. BADE d1 W/ CR W/O RV. VANMW BLADE n. u ALUAenM °Aa e1MAN ao Lc I aD IB-CM >/P/I 0NP 07/27/1 0 � DRAWING No 17-107 OURLp_ CONCRETE POURED CONCRETE OR CONCRETEBLOCKREOmRFO POURED r-COCCRETE AVCHORS CONCRETE- !(SEESCHEME ON PEa1WL0 ' COHCRRE SHEET 13) REQUIRED 1/YO-}OaJ/f S5. CONCRETE f ANCl10R5 ISEE SCHEDULE ON SXER IJ) 1 i 1 R l'.:/LYs1cx[ (JU uOwnxe�4J ON sn[a 0) .WCHOHS MACHU E SCDPEYS (SEE SCXEOUIE ON 1 __•e I $ OPL7 4) \ _ W I P'- SHEET 13) ' NUTS O 12' O.C. - W', CD EO 1/1.0-20•3/0- S.S. WN1E/SCP.2En I - IC1O• .K{-0IN 1/x-i 1/�Ij]-�'� --_ 'E. -_ 1B ' a O.C. .250' AI ____ oi• 1- 3 I ON S y .250' Ho.. _ _ Y E. D.• • IqI III �� OO i ° `00TON0. = ^Z I I l FD�•_ I' ua. I w aAn (m -CPHONUL ON F 11 Imve.0. a sar - 1 OR ®� 1 Nc L ONO O•IJ Re •. Ylx. SEP/PAIION 10 GIASz I I EAMIN Nv`. SER UVON 10 CUSS GLASS--�-(SEE SCKCULE ON SHEET 11) L— 1 ~ ^(SEE SCHEIM ON SHEET 11) FMISIING GU55� ll '3A HV WALL HEADER INSTALLATION � \`•J HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ' + KEYSTONE SS-. ` �- —/ Ltt 9DMnML TO O 6 4P s �¢ Im 1. I I OR ,3,0 17 MYt SCGJRAHON to �-(SEE - 1 1 NW. CKOWIIOH i0 61AS5 _ Ell15EVlG (SF[ SCHEWL[ ON SxfR 11) 1 9A.a�S a IW * SCHECULE ON $MEET SHEET I,,, LLISSJ `� WW� EI ✓, USING CUSS-^ �'OPDOxK , ' 1 , FH91 - �/- OP11ONAl _, 1/1- Mm. C.O.• _ D, • L_-_--- 1 ry j{, 1j ii L_. 130e llp) _n -_ L _ T 19 1. _ P •: lf0 ED—I 1/1'0-}OJ/{- S.S._ FhILUPS 1 _ t ' -COITRUE 1 i0.U55 HFIp 11-0 18 I VACHI E SCREWWG S US 1J I'_ I/{ -}0 NUTS O 1}- _ _ CONCRETE NJCnORS 1/1 T30.J/0 S.S PXILLWS POVNUI cpNCnCIC _/ OULE ON SHED U) TIC un. L-(SEE SCHLOULE ON -TRUSS HEN° VulmwC :CREWS BLOCK I POURED CONCREIL- SHOT 13) V/ 1/4}0 IJUI$ O 1}' O.C. WKL RECLINED HV WALL I IN TAL ATION -'L' - '.1 - °(SEE OR CONCRETE BLOCK ROOMED SCIE ULE ON POURED CONCRETE _) (SEE SCHEDULE ON )' �HV WA I CII I INSTAL I ATInA ' OR CONCPEIE�ELOCH wOLL ACQUIRED HV WALL SILL MSTAI I ATION , SHFR.LDR ryP 5 nER Lr F •0sra:cE INSTALLATION DETAILS W/ WrtM1 SUI10115 CW Of COIADUJFO WAY 10 SUIi INY WSIJL,AIbN. (SCE SvfORGa110xs CII S1EE q) E;A ♦ SEE LwrtRONs of USE FOP ILME @11ON SHEET 19 ' ' ET Y BLADE 1 F 0. ' aII . _ FLOROA BURDING CODE(Non Pon Velocity Hurricane Zc�\CENSF• • r•1I owv THEM .1 o}O,7 Ll51EAN uEUL SUPPLY. He ^e 4 '. IL ASvS EP-3 HA HVDA Accordion A v Shutter Syster • ': '. I "� :-•Q �l TILLIT TESTING h ENGINEERING COMPANY American Shutter SyetemS HV HAM #1 W/ OR W/q HV- WREM RAM ll, - �'••• OKIDP: `•grO ALL (' fSS -'•—' vlp +. S m. ]Os. .YqW FUO,) ono as�LJai)m1-Imo: Association, Inc. - 1 PL9ERRNn 0lo Is- fd` °Jr1 owpl /n/1 oArt: ac lc. W/2}/n - G\�=1L /ANAL E0J. r<.: poe)m1..lsm ,-, `° 4268 Weelroads Drive West p [e-oppsn9 PQIHH Reach• FL 3340] J RRA'/LING NoI PF'CCAI/cen:ATIDI 1-T- HePj. 1, I..Im t7-TOY "ED _ COLYREIE ANCHORS CRETE (SLL SCHEOUIE ON SNEU 1]) UwV) EDGE W F-$CO� �5 O- EwsnNG GLASS-� Nx swmm mDA94N( I&t HV CEILING INSTALLATION so lanr _ O1 GV55 EXGLASS I 1 — 0 s I HEX aD LNAI HEAD ECNCREIE M'CHNS (SEE SCHMME ON SHE, 1,) t V NV WALK -OVER INSTAL) Anna 0 (ONCRCIE .V:CN°R$ (SEE 5<NEOUIF ON% n EXISTING EHEEE S) GLAss-T. 1.1aE EEpTOpM n N POURED FLAT INUO CONCRETE ANCHORS qpp � (SEE SCHEONE ON SHEET 14) (@ TRENCH INSTALLATION VALID ONLY EAR UP 10 00, -75 PSF AS. A. DESIGN PRESSURE RATING h MR SPANS PER SCHEDULE /L SNEEE II 0 ON us_a.V J wISNEA'NFAo G o• SNfR iILLV415W.Sa)/, J e !/]" Y 11..3/4• HEX HUD._ 1 J�0" Nx //ILK SCREWS i yll. 5[Myl-�� �• -1 YAfI. ITS XflEWS O 9' 0.C. i '� / / 'C,l. / 0 q' cc. _ I I]/° iO --I OR I/4'e-30 55. NS. "dICROE MCHCFS _ _ ((�� //�� / _ W/ NUI O 9' O.C. (SEE SCHEDULE ON C 1/q ' 6 .0 J/ ^p•y J/04 CS 0 $ -- 1 11/1� ,\ I/.•._' sS us su(ET 141 ,./ 1/} 'I I Mua. I .' II: " 'uSCC I/.•.-]O Nulz 1 1 17 pR 18 1/0" r. i U• 00, . ' S as EOCE or . - \ - 17 R 1RT. I�a.CO"'IA1N ` ncnm nnR srNNGRRW )/a" ! MRIuoE['�•1, 1 E.o. ,_..al' WN IC(=O as cOACROE N:CNORS --SEC v°TE I] p 9' O.C. ,_PWRtO Crc2R0E r PCUREO CONCFOE� .� ' -E.D.---�.—_- (SEE SCHECIRE ON °N SHEET I \ ''SCE N0[ U(p) ' • R[OUWtO �...� • OR CONCHAE BLOCK SIICEI ISJ POURED CONCRO(- ON SAET 1 •; '• GP11011nL-1 RE°UWEO• POVRI°J OR COH[ROL CLOCK °OACR� G HV WALL F OOR R•I TA LATIOIY REOVAEO (� —J-==' - REURERG `� H_V WALL WALK -OVER INSTAL lm„• KEYSTONE MO NTINC6IN TA ATIO! I ATI(1N 0. 4t541 PRESq.G • )( pl L J HV RAINGUARD INSTA ATION SPNr [•_p NDIE t°R.`�_y: 'I' iN�15 •INSIPLIAipN s °E E °. ECCE DISInN<E RENM/B.E PoIEN PFPfOR)e[U SEE SNEEI 4 TOR ITPIC4 SHUIIER (SE( SPECIEICAIIO.VS OU SNEEI IJ) AfNACENI (0 IU CPERADLE Ez1t 4` SEE 1puiRll°115 Of USF TOR /SSEMBIY °" (f11R/]KE R„°F,;,.DN SNLO IB INSTALLATION DETAILS W <t� :_ uOuxlwO sE[IpxS CAN fiE CCNBINEO / HV BLADE IN .WY MAY TO SNI ANY INSTAIIAIION. 111 [J A s 11 IS m017 nLRECO, NO. -'- - rtlGOoe eOne ' 02017 GSTERN NO& WPRT, wC. EiEon Ate IN �1� A S A � � � . Accordion Shutter System TILLIT TESTING A ENGINEERING COUPANY ATBfICan $IlU1IBF $yB1am9 NV BLADE Al W/ OR W/b HV. WINDOW BADE S Sy. .yy, xRCNu GNCpN, rtOPM >]le Association. Inc. �'I N .1 ..-llpl OA]L ePIWN BY: LG Pbna (]0 e)B)1-IJ]D . [o.: (J'JJjBJ1�IJJ1 4"/68 W.Strooas D[IV° 'Palm OLo IS-W$ )/j) 1 WC 07/27/17 ' Cs-GOO6To Wes POIn Beach Ft. 3340/ ] DRAWLING No pRLONDO Lilo 4114416)[ ) 1/-107 _ HE END11 DETAIL ON SHEETS 10 & 1R OUT R IN ! / ExtSEMG GLASS INSTALLATIONS W/ 1 Hy ** 'AD • R`FN,E�� ® N'WEE s. ©m®« 6 BLADE W HV CENTERMATES CENIERWI[S PPLVE MH WMEp O O«®«)D O« 1 OR ID Oa© Q�«©•©« ©,O •©«©•O•®«- +�Exslwc GLnss (MILS ON SH rrSL 10rk018-1 fsNs 2)e Alma AWv, I B 8 m 9• 3 m 1 5 ! J r/K• T. ANc1E w/ z) Vg•° TAPCO.N 1/p- j OPPOSING .wcx�as ro EDnoRE1E i - "' ®' ® —.`-- — T —r - -• D0IAS. To CE TERM T $ SYMMETRYCAI, P)nsAT sus E. rvoc I I1on/r FULL a 1Y' / H�_. �L C TER ATES u 6Zx INLLE, (ryP) I i // OC. FULL LENGNL r W V 4 era ulx. sEVNunon i 35 * "J�J�V 6°CK®' I (SEE oNOS[CNEEOUL[ _.— IN L�"'. sxEET n) I — * 1 ©«®«©'«©`" to •�°•� =- O -- — a •®m©.gym©.©°° HVA VB OUT . ©.07 .©m©•07 •�I " ©m®m©,O �mID•®m HVC ElfLgilNG GLL55 •'POURED CONCRETE CR Eb511NG`Lf'®«1®•�BmO•�]mI __________ 10•�5m©•�m CONCRflE BLOCK 'WALL ©« F %-GLASS -- _ REOU CO I•�Exa;B:%. SYMMETRIC c F-IN �6 6'�j"'�S-Q'-®" _.f.- .. �tr-_ .._ T-'- -- -- - -- - J cuss , I CENTERMATES y I UM. SEPARATION «®•®--- W/ V 0 * I •�m�•�m ) O7 p[ EUGIASS �1 I UIn. S[PPAARCNt.' H C 6 ! OP1gnAl (SE[ GLASS C 5 TO QASS SIN OPE"®7 -� IIDiER10R) ��m O. �}w�•� OrE CNEEE II). . (SEE SCHEOULE ION0. ON SHEET 11) (INTERIOR) ---- __ BUT -- _-_--__ -- ::.__ j --, * 5 �`,ANCHORS IL e 'Z Y L6• O.C. �• 3 vARIEs OUT OUT �� T ACME _ 6 1 (NWL SV.CK - s HVD�JJ ""I'AA••AA- HVF** — .J)..a n Wall ERI(CO. wC A *S � �A Amerloan Shuker S s Y tem9 -- •--- Z ..........e a m .1 oolE N NETAL SUPPLY, WC. BEA R Accordionon Shutter Systel HV' HlLE RI W/OR W/O H.V. wN)CW GLACE 1 �TTE C O TILLIT TESTING k ENGINEERING COMPANY ux 111.1' N.. a., a.. as. x[uu swoon. Gav1u vu ASgOCIGII.n, Inc. n. x oEsomlm one Ow.wu er: Lc. 1 _ Gm 15-Co )/n/1 ens: 1. 'c' 4268 Westraa0s Drive. [o �aweiiy°L<em West Palm Beach, FL S3407 s DRAWING No --., POURED CONCAVE OR --�— ---- — 'ONCRETE BLOC. WALE A OURE0 CONCRETE ANCHOR—fX01xC CV55 n Ifi' aC. .{ a- MIN. — r — i 1/}• 41N. O Ifi' o-- OR ®A 10 • @-0.0-A-n- n 18- O.C. _ 1 a MIN._ a' ` 5 — POURED CONCRETE OR DR ®• CONCRETE BLOCK WAL REQUIRED EN_D CONNECTION D TAI 05 ➢lal/2• S'M.S � O 16' O.C. 4 4 SEE OCTAL X FOR J SIDE CON" CORE" TO TRACKS -'-EX6nNG CUSS LXN EiPAMIIM Gas .(GEE 30aTxE a EYLET 11 PER 11ME0.0 ON Sf 19 Lai H ces o. Q� P.E. OR BLOCK WALL REWIRED --EKLSDNG CLASS MJ1 $ ARORal ro aA4 (sE Eo¢uE w s1REr 11 roR nAtt CIR PAIX O)& ra X / BLOCK WALL REOW —ExISiwC GLASS ' EXISTING GLASS AN, ESA ..-rT"•�' — r i BE OR 2- MAY. CAl9LE)xa11/8'a0'-a- ALAI COP ANGLE I (608 -}6 µ101) qT MIOXEICM - (1 'E/}• uas. To Op q I/R'R TAPCONS ANCHORS TO _ )OR� 1' O.C. (LOCATE AT BmEfl IDE OFp) 60R©• ^TO .0_ SEE OET., Q�• I(§1. (14• QJB -Q. ©- ' Yy-v Y°l^l"J'7l CONNEC_ TION DETAIL 20 END CONNECTION DETAI Q /-POVRLO CONCRETE OR / CONCRETE BLOCK WALL EXISTING EXISTING -- REOVIRED �1 4 L O 16' O.C. 1 - rRN. $FDA (SEE Y I/il-------' RR O� � MIN. E( SCI EaEttON Eo f11 0jq rron 4 61 -.. O.C. . _ 5® - �Cfl 1©OROR j® OR ED )- IU'N • sC[ Lnndnar6 or usE roN 8 CI � -- -- --- - ®A — BLRDE ©ON 6NEEt 19 �CR OR 1- OR OR I OR. TPLAN DETAIL X — O ®^®•®�•©- END INSTALLATION ©•(D ®-©O ®- ^(1) HV BLADE OR hAl Hy yVINpOW BLADE INTO ®®®®"� ®' CONCRETE OR CONCRETE RLOCK WALL. err „� ETAIL RORIDA BUILDING CODE NOR High Velocity Hurricane Zone' '`�,\CENS�:•.,,✓y s+9on nL[ECo, INC, ®}01) USTERN -171 SUPPLY, wC. ERTH 4� ASS N A Accordion Shutter System ' American Shunter S sle KV• � Al W/OR W/0 KV. VAE�OW WADE TILLIT TESTING b ENGINEERING COMPANY i m9 [v. N TKsu;P1m 'c(nn ^p .:.E<4,�E1T' INS:11 sm. sL, sl..:os. lung u oo¢ F..men _ Assoclallon. Inc. o6a awwN Im. Ls, -_-� 1 ane p0..16X1-16`A , re< : 60 1 O.0 15-06S 1/))/ -17 0) a) 11 r'O NS, d1I:n..00erce(-s)en n9E1 M1268 WeslroOos Dfive } / / NAL E d e-aR sn9 'Nest Palm Beach. FL 33407. DRAWING No vIKIER A lnul :n P.E IL/SI(NATURE./OATF rLDROA u<J lua} 17-107 (ft.). FOR INSTALLATIONS W/ CENTFRMATES 0 & or or W/ ONE H.V. LOCK ®®r ®or HD LOCK ® W/ NO LOCKING RODS .CCEINTERMAI@ 28® 29 W/ ONE .vT" LOCK 30 W/TWO. LO�H�NG RODS 351,TOOiP &,BOTTOM EE W U. C(adl LE &DO .INSTALLATION$ AS0. Ip-1 N11F Sse's\TALL 4DI1NNlC RODP/CENNC b..y) IgUNDNG Pend Mq%IMUM SHUTTER SPAN* "L+' OR IONS W1 FOR INSTALLATIONS W/ or & or ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES t, ft) O CONCRETE k WOOD uM 0. KY AevU� M/1L Ygpl11HG PpIJ Y , 1100P/C[DIG MOUxNNa SCIArnloF Al A%IMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATICNS W I & W/ ONE 11V LOCKS OR W/ NO LOCKING ODS (VALID FOR LIOUNTING Q SMEEI T) CONCRETE aca mrr IxSTNIAMINS saA. RMRA£WNG MOLIFF, OR OR) A NIpxy WUNTJK N 30 IB•-0' - I6.0' 35 40 14'-2' I5•_2• `O 12•-3• 13•-1' _53 II'-I' �1'-11• a0_ 85 9'-5• IV-1' _ )5 g•_g• NSLLUL pN F[_ CONCRETE & MANSORY V/O00 FLCOR/CEILING NOUNTNC C, H, I, It, J T, U, W & % & M 0 MAXIMVN SHUTTER SPAN -L - OR -L-' FOR INSTALLATIONS INTO WOOD SHALL BE UMRED TO 105 psi. AS.D. OESIGN PRESSURE RATING. t HV CORNER CENIERNATE ]3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANWTCRY CONCITAM 12 NOTE /5. SHEET S. ttEXCEPT MAT MOOWM SPµ Zi OR 'L-' AND MXOMU A`ASOESNG PRESSURE RATING " INSTAIAnONS NiOIMCONCRETE OR CONCRETE BLINK SMALL BE UMITED AS FCLL0R4 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +54,_72 P.a.f. AND 8'-O' SPAN, SEE MOUNTING MM ON SHEET ). SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1:• HV BLADE ;31�-•. \CENSp• '✓9 Z C2017 NLTECA. WC. IL EC0INC. .•'•.)i101� TILLIT TESTING'& ENGINEERING COMPANY* wa u.n I<n a.. xL. vaa . F... wvvs. me v. vn rnd..: fsnA -.11: vo , r<.: Pos)an-1:v m ID-DOO...I —LILR A -1 1 I,, PE. 11.,' F..... O y •LCL •�. •.. H_ r, '' ssTONAL \ I'14 .E. SEAL%S1G1.1iLTURE/nATF A.S.S.A, American Shutter Systems Association, Inc. 4268 Y/eslrODU. D7WD West Ulm Beach, FL .33407 (1) L+: M"IMUM ALLOWABLE SPAN FOR A OWN POSITIVE A.S.D. DEWN PRESSURE RATING. L-: NAN, ALLOWABLL SPµ FOR A GNEM NEWTIVF AS.O DESIGN PRESSURE RATING, (2) PROCEDURE TO OETERMINE MAAIMUMI SPAN FOR WALL MOUNTINGS (MOP/SoC OM) OR FLOOR/CDUxG: GWEN A POSITIVE AS.O. DESIGN PRESSURE RAIIHG, OCTERMNE MAAWUO SPµ 'L+' FROM SCHEDULE. GIVEN A HEWTNE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXMUM SPµ %-' FROM SCHEDULE. FINAL MAXIMUM AILONABLE SPAN IS TOM, TO THE RMUM DETERMINED SPµ BETWEEN It AND -L (3) PROCEDURE TO DETERMINE MAXIMUM SPIN FOR COMBINATIONS IN WKEN WALL MOUMMIS W/ FLOOR/CDLING WU TINGS: FOR A GWEN POSTM- PAI'I AS, DESIGN PRESSURE DETERMINE: I,.- MAX. SPAM FOR WAL MOUNTING INSTALLATIONS U-- PAN. SPµ FOR FLOOR/CE4WG MOUNDING INSTALLATIONS. FOR A GIVEN NF,GATRE ASD. DESIGN PRESSURE RATING: DETERMINE: LI-- MAI. SPAN FCR WALL MOUNTING INSTALLATIONS. U-- W. SPAN FOR FLOOR/CEILING MINING INSTALLATIONS. FINAL MAXMUM ALWRIBLE SPAN IS EOUAL 10 ME MINIMUM BETWEEN -UF . l -_. %I-' AND 'LI-• (.) GO TO MCNOR %,EOUE MM RIVAL NAINDIR ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE R NMG TO DETERMINE MAXIMUM ANCHOR SPACING. Accordion Shutter System HV. BADE gl W/ OR W/o KV. WN%N/ etcc. 17— NO ) [G11bSir/gNQQR[ 11tliI _. )YAXam ___.... MIa¢R _ 1, ANCHORS LO SUBSEMIE SWL BE AS FIXLOWS: U) i0 EXGVN0 P0JuO CONCRETE (Yin, I'c . 3 bl) HALL SILL MOUNTING ©CEILING MOUNTING NQ FLOOR MOUNTING ON RS9K PANG 30. CLUDI (UBrt yg19q LU IB a g94y yl)y. AxrlpRe - 1/4-0 TAPeav OR TAPCN WRH A UAZED MPTAOra+u ue)waar ANCHaeS M uµwAGMRED Br Er.w. eDnnfx. (uln F[ - i Y,0 M SPACING - 1/4'0 X 3/1• ALL PIIMS SCUD -SET ANCHORS, AS 061PoBUIEO re 1,1 f0 )5 90 I30 Ia0 203 b ♦0 ap >5 90 130 1601p3 JO 10 M ]5 W Ix0 1a0 203 BY ALL PoINIS SCREW, BC1} y SpST COMPANY. (Min, . 3 TAFCON OR 1/IY BLUE ]AP CONCRETE ANCHORS W/ GP A5 MWUFFGNPFO BY FLC,91W FJSICNFA6 10 10 Y 9 e B B 0 6 1! 6 I• 1♦ 13 13 10 p 10 e 0 e 1♦ 1 OW[CT, INC. (MR 1'e 2 My) TA➢CON WIM ADVANCED - 1/♦Y IMPERI =Hw AS 4AYUMCNRFp BY FNRR,s FASTENERS. WC„ µ0 p5}RIBUIED OY .•I POINTS SCREW, BUT•& SPECULIY IHPFADFC0.Y IEWNCLOGY COWIWI'.ON µY DINER MPFOVEp LICENSED OR 10 B e a 8 0 1♦ IR 9 B 10 9 B B fi e a 8 a 1• 13 10 p e B e a /J)Mgryl[0 YLNOp8 REGISTERED WN ME AHCPLVI SHUTTER SYSTEMS ASUOUT,,Y. INC, (I(n 14 . J Yy') J'LL POiN15 SOLID -SET 10 10 9 p B B e ] If IR f0 9 B B 8 6 H 1• Ix 13 t0 p 10 9 8 B e B 6 6 5 e BIVE 1/➢ W/ CAp NOTES: Ifl p B) e e 3515 e fi 1• 1♦ l2 13 10 9 B 10 p B e B e 9 1• Ix Iv 9 B 0 0 3 AI [YBFOY EIPPffl♦ ) CONCRETE OF RANCOR Be IIPCON WnH AWANC[D IWOAND POVTN 10 v p e B B 0 e• 0 •s 1♦ 1• 12 13 10 9 B 10 y B B B 0 p 6 6 l3 39 1♦ 1♦ H 13 lY 1] f0 B 10 B 10 9 B B 8 B B♦ B B e 33 15 ♦3 ANCHOR 4'. BLUE MPFMORM ICCNNOLOLY ANCHORS AND UPPER. ANCHOR$ 1$ 1 J/1'. NIp FOR BLUE }Ap W/ PJP µg10R5 1$ 1 I/R• ' A2) UNARM EMBEDYDR OF 1/4-0 [ 3/1' ALL PEWS 10 10 10 9 B B 0 - 6 1• 1• Il Il 10 9 B 10 9 e B B e 5 N 12 10 9 8 ] !.3 f SOW-BE )1 1 INTO E. NO EVBFOYfBF We SNCCO SINLL BE PERYaTED. 1 SET ANCRON LUS S SHALL • ss[ Ivnulps q yC rOR /1'0-RO 55. WLNME SCREW USED SIOLL BE 1 1/P• lM6 10 p B T 1- a 13 b ❑ 10 9 B B e AS no U,ALD $NIKKO BVIX vTi'6x Sx[O M1v COST. AND 1- YINIWy FOR WgLF y,IM NO SNCCQ NNWU4 SHINED SNCCO 10 9 B ).5 •.5 - I• H p Ix 10 9 B 10 p e 6.5 e ] 6 19 ♦S p 1♦ q Il 10 9 10 9 83 e S e 19 J A3) IN CASE RYT PRECAST STONE- PRECAST 93 IS AS ♦.3 - - 1• li 10 s B )S 15 ♦ 11 13 10 9 e a ♦3 •.3 .)3 ]S CONCERT PANELS. PAVER$ OR 9ry VENEER BE FOUTO on ME EXISTING W A]JCHORS SWLE BE Done EIGWTI TO REACN ME CWN STRUCTURE ALL Be FEOOR, 10 9 B a e - 1♦ I] t0 y e e e 5 11 13 10 B e as 9 Ss BMW MD N01[5 At) 8 AR) A6pVE, FOR BUTALIAWNS ON NIM SON OR N 10 9 ].5 15 ] - 1♦ 13 10 BS ] 33 • ] I• 12 0 83 33 ♦ J - MFITS WITH OR MTHUR M H SRO$ CONSUNLTSMIEINDICATED IN'lINMETALSTUN SEE SHEET X. NSINIAWN TWO ENS Ex4INfC TOR 8 0.3 SS J - - - H N li 13 10 9 8 10 9 B a3 AS S 13 19 1♦ If IS 13 10 Bs B S • (a) TO FOUND CONCRETE BLOCK: (MAN C-90 ;0 O p B B 85 0 1 - - - - I♦ If R 12 l0 9 B J .5 5 1 P 12 10 B 10 p ) ).5 5 15 As • J ] - 1/4'B TAPCON OR MOCK WITH A ANCCO THAWFORM RCWIOLOGY µCWTO AS "ANUFACNNEO BF LIM. BUILCOO - 1/4•0 • J/1• ALL POINTS SWD-SET ANCHORS, 10 a3 ) ♦ - - 1• tx B ).5 B 10 0 ]3 ♦3 15 13 - If 10.5 ) 1] •.5 19 - ASO6TIdBU2D BY ALL MAPS SCREW, B0.i h 5{ECYLtt COWINY. - 1/1•[ BLUE ill CONCRETE ANCHOR$ W/ CAP M Yµ - 11 lx 10 9 ).3 39 1 ♦ - H 13 ] ].9 ♦3 - :N UFA PED BY FARM FASTENERS 0.R(d, U, 1/4.0 E)DERa ANEWRS AS MA]UFKNREO BY WIT,RS FATENERS, t0 v_ 9 Be - - 1♦ 12 10 v B e = 11 12 p ] 0 ♦3 J - INC.. AND DISTRIBUTED BY r]L MINTS Unon. BUT k SFECUU_l COMPANY OR ANY OTHER OGPROVED CCENSEO ON AUTANUED WWMT 'MM BS ) 3.3 J - - If 13 B 63 SS ♦ • ] le 6,5 ; ].s -_ REG61ERE0 THE AWRICAN SHUTTER $,STEMS ASUCVMU.INK, e3 .5 ].5 ] B 3,5 - - _ - 1♦ 1• 13 12 p3 a ea 10 B e.5 3 S - - - - 35 • I♦ 93 p 5 0 6 a5 • - H01E£ B.I) MINMUM EMBEDMENT IWO CONCRETE BLOCK OF TAFCON. IOC CAp ANCHORS CHORS AND lApifR♦ 10 9 e 1• 1] 10 12 es 3 • WNH A➢ ANCEO THREALFORM ICCHNOLOGJ ANCHOR, IS .BLUE 1IN[XCRS IS 1 I/1• ANDMF(py O,5 0 : - 1• It 0 J.5 ] 53 3 BS J 5.5 1.3 1] ♦ - - - - 1♦ 11 12 B B3 ) 5:. ♦.3 !3 J.5 ' _ _ B,2) NNW W] EMB OLENT CF 1/••0 x 3H• ALL TOWS SOLO -SR ANCHORS SKULL U ENTIRELY MBf00ED Uno ME CONCRETE BLOCK, CYFEOMDR Me STUCCO 4VLL 0E PERMITTED 1/4- B '3 3 - - _ q 12 I• IDS ) 3.3 •.S - _ : 10 0-20 5.5. MC"IIE SCRM USED SNKL M 1 1 COST, AND 1- MINIMUM FOR NALU /] LOW MININU4 10 9 J3 - 1• I] 10 8 0.3 ! - - 1♦ I] Non NO STUCCO. SHOULD STCc IR, B 6 f 9 J ♦ _ • _ _ _ _ 0,3) M WE MAT PRECAST STONE' PECAST CONCRETE PANELS. PAVERS OR ANY VINEOR BE FOUND ON ME DIVING WALL OR EIXR. MOTORS SHAL B' LONG ENBUCN RO PEACH THE LAN STRUCTURE BMW J.5 s,s 1♦ II.S 9 6 5 ♦ - - ].5 v.5 a ] 5 - 1• IE B 33 }s ♦ - - IJ 10 as 3 • 1 - _ SAIO WALL TMENEL ANCHORAGE SNAIL BE AS INDICATED GN NOTES el) 4 B 2 AB'JVE, FOR INSTALLATIONS on NWL STINK OR EUS WN OR KNOUT METH 51•JN Cp6ULT MIS ENONIEER FOR WSIK4RON TWO UStMRI YEIAL $IVOj jLE $NET 20. 1• 12 9 J 6 •S - 1♦ IO3 ] SS ♦.S 19 - - 1 2 - - v ♦5 ] (ti MC.OR3 SWLIBE IrvSTALLEO f0uW In, ALL BF MF RECOUMENMYIONS AND SPEOFKwRTNS C) 3NL ID.S ] SS 1.3 - - - ♦s _ - ♦ µLEER'S WNV)ACNRER. (D) SEE SCXCWIE 6ELGN FOR ECGE OSTANCC (E-0.) \TJ15y5 SPACING REIAIgNWP FOR H:CHORS EDGE OSTA cMe e p 6E L[ OP ANOWN5. MNIIMVY AN(Mfl $PKIN45 Ap[ V/Llp FOR EDU g3MN(ES Y14WE0 Men, ON F. D. LESS BY IOILl4'L111.G SPKx.G SxOY(N ON SLHECNE BY TKE FOLLOTYNG FACTORS. r Myl EM NgW[0, REDUCE M•CHOR 9PPBnG RECU[ED $PACWO GRINNED USMG FKTOR SNAIL XOi B[ L[SS EIWJ uIMMVu ERICIR6 Irvg -ED IOR EA N TUMOR 11 FACTOR _ EDOE TDPCON TPPCON W'llll Apy(NCEO 1 y LA OICEN10E 1NREADFOPN IECHNOLOCY �' PoIM SOMA SET BLUE GP W CAp TMPER a E.O. MIN, SPKINC . 3' MIN. SPKINC . / MI SPACMC PWPfO C9NCP[TE d J' YIML SPKINC . 3 1I2• YIN SPACWO. J' J J/•. (gTAE1E BLCCK iPffO W Wr K tn., 11 P CONCRETE ETE GLIB E d TUNTUDCONE COX a0a & H lei ED.]' INL CA•J 1/Y UK Ca•31/Y CNCflEIE BICCN CONCRETE C�04k1E RACdR 90X BLADE WORKING J' Lo o.ea LU 'wL Ea.] 1Yx Ea.r �+ Ea•J 1/r uN Ea. x 1/Y 1.0 IN UNISON ♦ D.a1 I_o - _ --- • 1 J/•' l 0.91 0.51 _ l0 - - - t3 9 es is - - - 1[ o es 5 -- _ Ls - - - - - O B 15 ♦ 1s - - - a 103 a B f s 5 ♦ _ , _- _- _ e 1] 93 6.5 5 1 - 1• Ia5 ] _AS •.3 11 e.! 35 •.! 15 _ _ _ - - - - - - R 113 LS 8 5 - - - IO 53 95 6 •5 • _ _ _ o.s 5 J S :)AN - IJ 9.5 a3 5 os JS s ♦ ].5 ♦.] _ _ _ _ _ _ _ _ Y 19 ♦ 10.3 a 5.5 - 11 B.5' _ _ _ - ♦S J] •3 _ ] s ]3 ] - 1] 9 - v 3 A] ] •31 •s _ _ _ _ - _ _ _ _ _ aO,S es ♦ _ _ _ _ _ as s ] _ . _ _ _ _ - _ - - - - - 13 s - - - - - a5 6 _ _ - 10 ].5 5 = _ _ _ e e _ 6 ♦3 ] 1 1 2• 0.13 _ _ - 0.13 FLORIOA BUILDING CODE (Non Nigh Velocity HYrriCone.Zore; . -K, .2.11 TINED,LAC. - I1� /z LLIIIq L Sl. Y`t .....p..p.. W]EPH YETIS SUPPLY. WC. o - • `�+ �+ w BERTHA M] IL E C O A■�7■�7■/moo Accordion * tNa. Shutter System •a i d' r'17F !� OF 1, Rv. ? N.v. I;AL[E qt w/ rrt w/o rLv. wrocw L]I/L[ iILLIT TESTING &'ENGINEERING COMPANY American Shutter $yBlems w. n B[s(nnm r ab5 v. q.. sL. In.-Y.R6nA I.... )Lq¢. vm Association, Ina. Dell OPANrr ev: I OLD '••. k F; ... (5 ♦MN. (]Osle)r-mID . re. I5-Ce5- 7/27/17 OATC: 07/27/17 I� : pfis)annm A268 Vlaslroads Urive ) -- -mP]: I u.oOPO;.[:.� _ [>' .RID 1111 wB91 palm BBOch. R 33407 ] ---- DRAWING NO FFNGa.11 M1M1'NIC0. _ P.E SEAT./ HVJOE/DATE ncrnro. Lx. / ♦as) ♦ __._. _ _ _._ 177107 POURED CONCRETE wLaa q ) 1PENCN CpRAEIE ®WNL/ROefl D NIICRflE eIOCR OJ RNNGUMD "MINING —ypD moB ucunt HW]]IING ©Wµy/y,'µR CMER HWNRNC n TEaol Mage ors Ruxa. avxc eo So. 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P I L�T-TE C O TILLIT TESTING )E ENGINEERING COMPANY a. s:.. JG; •:ai.L] caoars, ncwa] » m�Ee-NAe]19's� 11 :Vµ]Cfl A yl r ', ANCHORS SPACING TAPCON WTIHNO�M'CEO THRFAOFOPoI TECNNOl04Y ALL POIMS SOUD-SEE fiLVE TM TAFPERI e SEE ANCHOR SPECIFICATIONS ON SHEEP 13 0 VALID ONLY FOR U] TO o-70, -75 PSG A.S.D DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE q3, SHEET II 9O HV BLADE QNLY- ANS,SNIAe American Shutter Systems Assoclallon, Inc. 4268 Westmad9 Drive 'Nest Palm Reach, rh 33407 Accordion Shut KV. HAVE #I W/ OR W/0 RV. INc. AWING N. 17-10 ENSIING G/55 ELEVATION Mn 5dWURM 10 gASS .IIYP. C W/(t$_ON ¢5jp p[RN11E5 L�a�J, n/D ESE NOTE t AEDVE) PLAN • $ `tA:/'�\GtN$F:'., �9'. n2p12 rutcc. INa ' ' 'P ••'• SIT .•'•� > F//r�s����T��pp tVW TILLIT TESTING & ENGINEERING COMPANY Bass n.n . _G�'' �O�,�r.��'•.�� ��: 1 sl_ s..:aa�,m c+sCpls, r:cB,o. v P••nt �m, 4os)en.gso. ra.: pps)ml-em •ma! PleteOcdtam R.C. SEAL/SIGNATURE/DATE '.rUOR A r ... FIE ^�°Ron titi,, . a «le> 1. MAX. A5.M GSLN PRISWRE WU4 6110, - IID p.al. 2. WY y IF.. B6' MOUMg6S A D. 0 4 N W WOES 6. ): AS WRL AS YOUt(DNDS M. 0.. 1. V 8 W ON SMD5 16 4 I. OMY CMIERWIES �i G� lBp1N W/ �i OR /��/ µC N10W[0 WiDI 1 CMD IN A INCLUDEDj. OR DY0 G LA . nl BASE or MU51 pE INCLUDED ONLYa (IIlpON ACCESS SIDE Of 1 P) W -NCOM BLADE lO SNµE ONLY A111 A MA R&I OF S OPCMN65 (]Y BOLES) FOR Oj PER W AT yIpN05 McNN ON MEET C. (a) uw. ILEAIWICE n TOP OR MUM EDGE OF W MNCON OIIq 1Q OF µY ]'F X Fell!Ut SEVaE 6E IY. "RF51 GEL4�I BWE CCMINC WI YOU SIAAIERS Al ENDS WY BE W WINOOW RUDE NCI (D) W "DON EME © NUS, Be UAW µTER Wl! TO TNAA SGIO W 9/➢E lO MICHOat SNUFICR'S WATN (Q C!]QFA4 YES SNYE µWAYS SE DFU.ED AllR V[nTO A MO NV B1Ht V1 Ai FIBIER 4CE Cr neL. IFF) URGdOR Or K BV MNKEY Fui SILL BE WSTNIEO 50 1)l( TABS fICF ME CPCNRG Re ROIECIEq N, MNSO %MVY FA ONLY NSTMIEp µ0 IOCx[O UAID A NI SETIIIG TOOL pewe D By A52A C. 6 SM ANCROR SPACING SCHMME FOR W51µ1ATONS IMO Weep TRWE OOLONGS W SNEU U. AS IWR[O BT EPµ µO DESIGN LOAD (SEE NOTES 1 k 2 Asom. 2. Y! N1GIGi SPACING FCHIWLE FOR F3TALt uaO IN,o PWREO ,FAN M I LEMYF OICCR'Rat OR µMUS 12 4 I] A9 UMREO BY SPµ µ0 C65YA1 lOW (SEE NOICS I B I Allgq), B. NINMUM SVPNGTON TO GASS SCIENCE. PER µM FIB96: MILD 20XE YwIMIY YPAWrbI i0 GLASS —t / m z \ 24«zd / A.S.S.A, American ShUHer Systems Association, Inc. 4268 WD91iDCdS Drive - Weil Dahl Beach, FI. 33407 AV. BADE K1 W/ OR V//0 0. INC. MNG No 7-10%