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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 011 ..,.$fix;`... .' /,a &12 r dN " t t;.... 4r ff(JIIiIQ t �}3�f(Ttp11( SCIS Home Lag In User Registration i Hot Topic Submit Sumhorge Stats&Facts I Publications FOC Stall 6CIS Site Man links Search 3 u s i n e s Professi nal Via' product Approval USER;Public lher Regulation P"It"It Avornval Ment>kl.f-r rr Annliration Search>Aontiratlml Ust>AppUwtion Detall ,�C�a t FL C �I i s...,' "i_ ,.t..f Application Type Revision Code Version <9D Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone(Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Iroddguezt$teasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Categoryhutters Subcategory Accaroio 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 the Walter A..TIIIIt,Jr,P.E. Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE '.✓' Validation Checklist-Hardcopy Received Certificate of independenceFt.JS9 rta Cit rtv n y"q ,y0ra CI„}U NHV!j?.-.tf Referenced Standard and Year(of Standard) Sta and Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202.202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYI1112vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FOC Approval 05/07/2015 Date Approved 06/22/2015 _...._.__._ ......._......__... __._..._._.Y.-.-.v._---.._....__._._....-.-__- ----- - Summary of Products i FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and I Non-HVN2)-Drw 15-086 bottom)for storm protection _ Limits of Use Installation Instructions Approved for use In HVHZ:No Fl 18-1 i18 it SSA.IN- [)RWG.a-n;:G nrtt 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 Evaluation Reports Other:Large Missile Level"D'.Max span Is 12'-7'for 35 psf positive F1'n1,) PS A7 A.S.S. .INC. P.F.R. F�.P%f,I g-i i, ASD load and 13'-0'for 35 psf negative ASO load the HV3 blade w/o Created by Independent Thbd Party:Yes window hIade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade ! and 8'-11'for 62 psf,9'•6'for 55 psf HV3 blade w/window blade working In unison.Max.spon for HV3 blade w(0 54(ntlOw blade for Installations Into I Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet 5 for others ans and ASD pressures. 4. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)•Dr�35.OSS bottom)for storm protection Limps of Use Installation Instructions - -- ;, Approved for use In HVHZ:No Fi,3$9 RS It A.S.S.A.INC. DRVdB,t 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 Evaluation Reports Other:Large:missile level"D".Max.Span Is 16'-0'for 30 p.s.r negative FL361) R8 AU A.S S.t-3wt:. n.ti'.f<. MWG :5-r�85 riy,.tl;ff i, ASD bad depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 p.5.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and 8'-0' for 110 p.s.(.for HV1,and HVSA working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bert)a HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom_)for storm protection i Limits of Use installation Instructions jApproved for use in HVHZ:No FL3FA RB It AS.S,A.INC. ORWC.15-L1R4 r rIf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large missile.Max.W-01 span at 30 ps.f ASO toad for Blade 1 rt389 pO AC A.S.S.A.It4,7 P r.e. PRl'Iti t4•gg•t ! and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes j( respectively Contact Us;:1940 North Monroe Street,Tallahassee Ft 32399 Phonet 850.487.1874 The State of Florida K an AA/EEO employer.Copyright 7007.2013 State of Florida,::privacy Statement::Accessibility Statement;;Refund Statement Under Florida 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 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 t,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided 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 on email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please eikk tiere. product Approval A—pt.- http://www.floridabuilding.oriziDr/pr �el:tlrli 1'ti l"i Iyyt��n:'V http://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.BERTHA N.V.ACCOEmtON SHUTTER SISTEY SHOWN ON THIS PRDOUCT EVALUATION Dow-waff(PJCD.)HAS BEEN VEINED FOR CDW419XE N ACCORDANCE WAIN THE 2014(5th EDITOR)OF THE Ro4DA 811RDLNG UODE iH5 ACWRpON 5diUTIFR SYSTEM SIAL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SRW.BE CETVWJED AS PER SECR04 1620 OF THE ABOVE NEN 1ONET)CDr4 FOR A 8190 WIND SPEED RWURIED BY THE JURISDICTION WHERE SHUTTER R N!LL TABLE OF CONTENTS BE INSTALLED WITH A DiRECTIONJ1JIY FACTOR Kda9.85,USING ASX 7-10 AND SHALL NOT EXCEED THE MUIKGUM(ASA.)DFSHGN PRESSURE WHIG'S INDICATED ON SHEETS 11 TKRU 15,19&20. IN ORDER TO VERIFY THE ABOVE LOND0IGN.ULTW rL DESIGN WIND LOADS DETERMINED PER ASCE 7-10 DOLL BE FIRST REDUCED TO A.S.D.OESGN WIND LOADS AREA•1: HV BLADES T BY MULTIPLYING THEM BY 0.6 IN CRDER TO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDiCATW ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SKEET I IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO.,AS TESTED,WERE Nor OVER STRESSED.A 33 7E INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSISS,HOWEVER.A WIND DURATION FACTO C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.AEON SHUTTER STSIEWS AOEOUACY FON WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOTMANCE WITH SECTION 1689.1.2 OF THE ABOVE MENDONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEIHLY 38-44 SHEET 4 TYPICAL WINDOW MADE&WINDOW DETAIL -HN BLADE 0 10214.01-03.110775.01-03.#M004.O1-05.#1214.01-05.#0317.02-06./0603.01-10 AND/0210.01-11 AS PER 7AS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 7: HV RLADE(1)AND WWi, NDOW BI AM AND E-1995 STANDARDS(MISSILE LEVEL.D.WINO ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.W3&203 PROTOCOLS LARGE LASSIE {WHERE APPLICABLE) -Mr VGRDOW BLADE 6 10503.01-08 AS PER ASN E-1886 AND E-1996(IJISME LEVER.0.WIND ZONES 1.2.3)Bl9C PROTECTION ONLY AND j 072341-88 AS PER TAS 702 PROTOCOL TYPICAL SHIJT ER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,COKCRETE/BLOEK SHEET 6 7-IN BLADE Q AND W WINDOW BLADE® ARE ENC LNEERE'D 70 WORK IN UNISON WITH TACH OTHER UNDER THE GENERA.UUMATIONS AND COMMONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA N.Y.ACCORDION PIS(NJ SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION 7D TRACKS SHALL BE 114.275'A40#14.1.75'RESPECTIVELY,410-W MINIMUM SERIES CENTERMATE OETAIS HV SHEET 8 SFMNLFSS SM SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 lmN TENSILE SIRENGIN.MRS SHALL BE COATED WITH Baum ITV DACROSHIED COATING SYSTEM AS 14MUFAC7URED BY APPROVED CEHTERMLAT-E A17ERNAIING DRABS W SHEIET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTaIS ASSOCIATION.PINS MUST BEAR THE W MARHGh'C.ON THEIR HEAD, 4.ALL ALUMINUM F.7rRUSI0NS 91AL1.BE ALUMINUM A9SDC 4TXW ALOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k i AND 35.7 16 FOR END CONNECTION DETAILS 1-6.CONCP.ETc/Eft= SHM 10 .6005-TS ALLOT. MLNIGIM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SFI=F 12 S.ALL SCREINS TO BE STAINLESS STEL 364 OR 316 AV SERIES OR CORROSION RESISTANT COATED CARB014 STEEL AS PER DIN-OOHS WITH 50 ISR MON.YIELD STRENGTH AND 9D ksl MJRL TENSILE STRENGTH. I ANCHOR SCHEDULE-CONCRETE&BLOCK SIfE'ET 13 AND STALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASN A-307 GALVANIZED STEEL.OR ASI 3G4 OR 316 SERIES STAINLESS SIM WITH 35 W WNWUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFUCIERIS:IN BLADE(D: 12.13.14,15 RD 20 INSTALLATION DETAILS M-R,WOCE SHEET 16 W BLADE 0&0 WORKING IN UNISON:12.13&15 IN57ALUTION DETAILS S-X WOO SHEET 17 B.IHS BOMIA H.V.A.CCORD:ON SHUTTER SYSTEM DEARS A U.S.PATER 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR DN PAM Ue U.S.PATENT j5'456,179 ISSUED TO EASTERN END CONNECTION DEFARS 7-12&X WOW SHEET is METAL SUPPLY.INC. 9.IT SHAT LIE THE RGSPONS18UUTY OF THE CONIRACMOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHORTER IS TD BE ATTACHED 70 INSURE PROPER ANCHORAGE CONTRACTOR 70 SM/CAULK AREA l HV WINDOW BLADE jjA ONLY ALL SHUTTER COMPONENT EDGES WHICH RULK%THRU FASMEN444 IN CONTINUOUS CONTACT WITH THE BINDING TO PREVENT WIND/RAN INIRUSIOR. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMMNENT LABEL INA VISIBLE PLACE WITH WARMNG ROM DURING PERgOS OF HURRICANE WARNINGS HOVE OWNER,TENANT,OR 011085.MUST PROPERLY CHOSE ALL IN AND HD CE TEWAIES AND ENGAGE OR LOCK ALL W ANO HO LOGS. AREA 4: HV WINDOW SLAMIn SLAMONLY 11.SHUTTER IWNUFACRURER'S LABEL SULLL BE LOCATED CH A RE LY VISIBLE LOCADON AT ACCORMON SHUTTER IN ACCORDANCE VAIN SECTION 1710.6.3 of FLORIDA BUILDING CODE ONE LABEL SEAL BE INSTALLATION DETAILS.METAL SND VIALS SHEET 20 PLACED FGR EVERY OPENING 1AEMUN,TO COMPLY WITH SECTION 1710.8.2 OF THE FLCRW BUILDING CCOF- 12.BERTHA N.V.ACCG8010N SHUTTER SYSTEMS INSTALLATION SAL COMPLY WITH SPECS INDICATED IN THIS DRAINING PUNS ANY BUADOJG AND ZGNNG REGULATIONS PROVIDED BY THE.PJRNSOICTION WHERE PERMIT IS A ARDc TO. 13.(o)T19S P.E.O.PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE SUMMATION FOR A SITE SPcMFr-PMECT.L.WHERE THE SITE COMMONS DEVIATE FROM THE PFO. (b)COHIRICTOR TO BE RESPONSIBLE FCR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF AHS PRODUCT.BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSITMUCTDN SAFETY AT LITE IS THE COITRACTCR'S E ESPONSIMUIY. (C)THIS P.E.D.WILL BE 004MOMED MWD IF ALTERED Br ANY 1 FENS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGSIERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PLED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER RU THE P.E.D.ENOMEERH SHALL SUBMIT 7O THIS LATER THE SITE SPECIFIC DRAW"IKS FOR RENEW. (e)OFMNAL P.E.O.WALL BEAR THE DATE AND MV,,94.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11 FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zane L��RrR.1/�Vr.iAA, 0 2015 EASTERN META.SUPPLY.INC. '' .. ��� BERTHA HVTM 4�cF Accordion Shutter System ��LTE 0 (NC. A.S.S.A. KV.RXF-#1W,ORW/O KV.WNMD-CE American Shutter Systems oLxlPnoR TllLR TESTING & ENGINEERING COMPANY wTE cRA.N GTI N-N.W.YM,9,'..S:E=.Vjr.NA CHOD6.ITCRM 331N Association, Inc. I OED 11-192 4/13/15 DOL 4/13/15 Pn e:(305)871-1530.I":(305)871-1531 4268 Westroods Drive 2 %VSs•., a :wwFu«ew West POIm Beach, FL DRAWING No 33407 3 /ION ENG a°� WALTER A.TrUT-OOG671Jr.P.r.P. 4 15-085 VVr9tpNA 1 111AAA\ ELwok L-#441sT 5 SHEET P.E. SEAI./S�hI URE/DATE. 6 1 OF 20 y 3••PIR w"GIAM® . VAMES .916' 2� t". 09 a, T COVERED UNDER U5 PATENT 5458179 ®HV UNIVERSAL FL OATER 5 0' OUAUFIED FOR USE W/HV GLADE(l) 0 W MOU HV BLADE t 1A BY WINDOW SLADES 6OD5-75 ALLOY AND TEMPER OUAUFIED FOR USE W F1V 6063-T6 ALLOY AND TEMPER -SEE UMITATIONS OF USE OF BLADE e ON SHEET 19 SLADE 6 . '+:J' 6063-T6 ALLOY PND TEMPER $$ 6063-T6 ALLOY AND TEMPER .065' 7- 2.670• we' 'L___fi2QJ OWI 7.776- O1 _ 2 � D072' i" o.o;. 0 HV ADJ. ADAPTER W/UP S�'' 3,226' - OUAUFIED FOR USE W/HV tr�HV WALK—OVER TRACK y ADJ. FLOQ$ SV'EO) QUALIFIED FOR U E W/Hv 9O HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER SLADE . QUALIFIED FOR USE W/IIV �n OUAJF�D FOR USE W/HV 6063-16 ALLOY 0 TEMPER BLA13EQONLY. �..7 HV RAINGUARD BLADE 1O G063-T6 ALLDY AND TEMPER QUALIFIED FOR UAE W/ HV 6063—T6 ALLOY ANO TENPER VAr_ES t,936- i' 1.915• BLADE C1.1 VARIES 1.936' 6063-T6 ALLOY AND TEMPER r 1.917— • ov�3- 093-• .1 roll"' �._... _ -100- 870 .O9}' I 09}_• • �0 1,666' ,,g !0 670 --- 1 HV HEADER/SILL 1 t v •FI IN1A 1© HD CEILING HEADER/SIL 0191FIED FOR US THV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1 ONLY ((�� 6083-T6 ALLOY AND TEMPf QUALIFIED FOR USE W/ HV BLADE 14 HD WAIL HEADER_SIL SEE SECTIONS FOR VAUDITII:'' SEE SECTIONS FOR VAUDTFY. QUAUFIED fOR USE W%RV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER OLAOE�}ONLY. 6063-T6 ALLOY X40 TEMPER _E _... 1 OoMPONENr A 6 71 T2 A Y t k N lot! t' t• 062' �L2' S' � 2' Z• ;0.)'.5' VlJ4.'. 1/6' 1/6' ' 2' 5'MO.I 0.192' D.192• _ f SIDE ANGLES — CORNER POSTS OUAU19 FIED FOR USE w/HV ALUMINUM ANGLES 2.5- r MA11.i 0.190' D.,9D BLADE ID QUALIFIED FO�F USE Y11 HV 1 ! QUA.UFIEDB�EFOR USE W/HV 6063-76 ALLOY AND TEMPER BLADE(ONLY. 2' S•IA17c.I 0,139" O.T}t' 6063—T6 ALLOY AND TEMPER fr0fi3-16 ALLDY AND TEMPER I ! 11090A BUILD114G CODE(Hon High Velocity Hurricane Zone TIC(jT'o0201 E4S1II2M W-Tru slrnPlr,INC. –� — BERTHA HVTM - - I Ie E C O IlDC. A S S A Accordion Shutter System ■ ■ ■ ■ LLv BLADE#I w/OR w/o N.v VdNDOW BxE American Shutter Systems Dcmmlo'N TE om%w NYTILUT TESTING 8 ENGINEERING COMPANY STATE DF 1� 6 ss N N.3 dR s.r..3x5.Z "A04 IE 5 Y«mi 331 Association, Inc. 1 aA 11-192 It/13/Is ontt: 4/13/15 -kr^ Pt o :(305?07t-IW0.F.:(305671-15;1 4268 Westrood5 Drive z •_�:¢t,_,0„tsa„ DRIVING No West Palm Beach, FL 33407 3 1 SI NFLFrL WALTEn°A�0ILn7ie..P.E + SHEET 085 P.E. SY('1tt�EJ61Vt11`�)RE/DATE rnaA L i+x167 s 6 2 OF 20 4060_ 9 4.57fi' 1�'-SOIL 1/i'-10 =r3• .745*._,... 45• 9.' r } i 3wl�$NJa ,"f 1WSF7tD 1101�VGl� RX-sm Emma 8 ^I i•' I C4 am L. iLfOt Oi '062• r __ 9 9 n • Iv:L'D. 575 1 316' tv�-P---- _... •f •� i �v �`2 - e Nay(.9 04 loamu[RATTaJ 21 HV CENTERMATE "s. `-, - ,.325 ® HV EGRESS LOCK OILAUFlEO FOR USE W/HV BLADE�( & ONLY MATE 9 } 3.073• I QUALI SE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER IED FOR USE W/ HV BLADE 1 & ( ONLY 6063-T6 ALLOY AND TEMPER OWE(1)&0 ONLY. BlAOE lU& Q ONLY. . 74• F6063 FORUSE p �LtEa W/ BLADE(T)ONLY T AND TEMPER PtA.TDC REQ "�• ta• le' T R• YOI 9,_ MARS• 2 DSCRTO 1.751• G}-.. -:360•AFTER RNLZING os wi 1/4"�-20 x+3/4" eEFORE MISTING y� BSGREW T 14"0-20 RIVNUT• __ �� I• t�1- ^ Scam 9,N A"Mm"(10$413 ALL"UR:E nACE 719N aF SlW Nff=.FAST}ONTO.A6 W.NUf tiSD BY MtM ---3' ---•--4 rr 72' CMW Terror N.PAL^PPD7r,NEW JGZWY 07=4 OR EQWL PL'" `T FRGR EMAMI HV -T" I 1.566' 2� ALTERNATIVE LOCKER FOR "T" LACK CENTERMATE ((QQUALIFIED FOR USE w/NV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HquAUFIED OR USE W HV 6D(:3-T6 ALLOY ANO TEMPER OUAUFlEO FOR USE QUALIFIED FOR USE W/HV BLADEOONLY - QUAUFIED FOR USE W/ HV BLADE ONLY ty/HV BLADED ONLY. BI.AOE�JS ONLY. 6063-T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER 1.917 '917,-..-..7 n 3.161 � o - rII-- ( � A:tl ••TNUMBiURv,yD ClLHem OR 3„ .214' ' .t✓:1 .06Y. _ -i i `UY KEY CYLINDER $ = e� �, 0.075•Mh. HD CENTERMATE W/ NO LOCKING ROD E 0C O O o OUAUFIED FCR USE W/HV BLADEQ)& OUAUFlED FOR USE w/ Fiv BLADE 1 LS 6053-T6 ALLOY AND TEMPER I 60ED F USE AND TEMPER T S VARES•u•M11. QUAUFlED FOR USE W/HV BLADE 1 &(R 1/4'.-m ss oa s/a'.ae ,.,•' 6063-16 ALLOY AND TEMPER 1 iF1Uv.8NMN 1 AC[-JN.DIwRSC.EK � tl/2• �-F�ryp� <sE ECTAls7 II 0° OR KEY 1.57 Mn CYUNDER * 1.78'Hoa LOCKING ROD _ _ 1/4•0 ® 0 QuAunm rOR USE W/HV BLAm T HV 3,�$"4_16 ACETAL 1�I HV 1 f 4" 0-20 AISI 304 RY RECENT HARDWARE MORTISE SERFS 2333 RDox DOLT LOCK 6065-T5 ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1O& a I ILIED ATATRAC S(LFOR�PROPER EE A MBEDMENT QUA.(FIEO tl tt NN BLADE(16* HOLE QUALIRED FOR USE w/ FN BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,LAC. BERTHA HVTM a��Q��•���vNSF•'9' - IL E C® A.S. 1Nt:. S■1�. Accordion Shutter System H.V.BADE#1 W/CR W/0 KV.HINDQN MADE American Shutter Systems t, OAtc ORA N DY; u.L TILUT TESTING & ENGINEERING COMPANY Si tL� Association, Inc. ALD t1-162 </73/15 we 4/13/15 r�•', A �•` 0]55 N.F.3&A.&.SL.765.WTp,YA 0591;95,iLORDi�1 — ��=.- L-JRA--=ro�2 FN�»w:(sq}aT1-ts3o.Em:(wsyrrl-,as; 4268 Beach. Drive 2 OrZtWTNG No E 47icoaea.aom West Palm Beach, FL 334Q7 3 i���o�FSS;olnpf%N`°��� xuEni TUR J,.r.c 15-085 P.E. SEAL/SIGNATURE/DATE n,0RCA L`'1 441a SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3t6' HV Q HV AA 41 ,2 ma CE i TO BLSDE P L��.�_�, Raw p HV BLADE 1 ! I -O .t8:1-t"'I'_--�.Rr�- (�'��\� fN M.h.ION FAME .0625' rt.,,, ' 06?S� .06r• HV BLADE IA ;,-,- -■ HV 1LONG RECESSED NYLON BUSHING �' o ! ,� 'o oaEu 06x5 875' Y ® tN SHORT RECESSED NYLON BUSHING W " (�) \ 0042 ® ZE HV NYLON HAT WASHER (DOR io .I•� ® HV WHEEL CARRIAGE NSI 302-303 SERIES 1 ( `=' 449" d { 1 :,- - 750' X 6.$70 x3/16'THICK NYLON WHEEL 3 I �� � n 44 n N 2 7/D"Nal FN YFv.'DPN 0.188'9 NSF 302.SERIES S.S. RNETS 31�a os. n BEIWFFSF .0427' 63.7500' © FFV 1 3/4'ACCORDION PIN W/ IS HEAD EXTERIOR�� 1 &JADE t S 3/4' 0528' 'C9' FN 2 3/4'ACCORDION PIN W/J8 HEAD * ! 47JFi)-e 0P0 °N F� .7500' 12 1/4 FBF asa^yf l 41 t c+ I- ctrAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 BFrttEEH j i � � s TYPICAL HV WINDOW BLADE 2 AND j ODR® j a or @ n '� I � ' � N.s.s. POLYCARBONATE FIV WINDOW DETAIL ((SEF NOTE F I ! L REOUtRE1°EN75 i , (DOR POLYCARBONATE Flee 11 Sl AM HV\yI1FDOW i I BAYER MAKROLON 31G3 POLYCARBONATE 12'Mn. CE RESINS. UV-STA131UZED GRADE OR SABIC PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x 4 TO KANDE u INNOVATIVE PLASTIC LEXAN 103 RESIN `� i j j OOR I i (SEE NOTE '� ON SHEET 19), o iL (1) HV PIN 40 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF FN ACCORDION SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR HV 9 BLADE. 1 EXTERIORr TYPICAL SHUTTER ASSEMBLY (2) I4V PIN 0 MAY BE USED IN LIEU OF®AND ONLY AT N HV PN®oR�(a�oR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D o0J2.' sLAOE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION '[I", SHEET 7. l (SEE NOTE o FOR .04 Q REOUIREWENTS) .n,P' d 3 t 1 7[494£�k3A sl S f. /u 11 fMY 9A00 R++ 4,�W P�1. D— (3) HV PIN ©OR @ W/ 1/2' O.D. 1/1$' THICK S.S. WASHER 0 air's i ; E nm x xOcn+At A1n Acu L00 p i u x paz nmmu woicvs AtTu 0+po xoom wi 3uco1 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. &epi��r LIE +tet SHEET ® L 1 � ,o..�oun rnnmee Asv 0760 fe 17-a1 17 rt-oR. WHEEL CARRIAGE DETAIL 9 Drmsrt .m6 w, A]; wa,fa „s, SEMBLY tAY011T Wr W DU-4 xiT11 DFu C-1 C= o-1 C w N... Sar i,0" n1n DIM 10,4'r DDO T 3u'6ac�c Acr110+O �—— nwT r 5"'041 MT112 A^Y°l6 q0]Pa+ pf0 pal. C���HV BLADE SOLID (A BY WINDOW BLADE DETAILS " °�°°�"U FLORIDA BUILDING COX(Non High Velocity Hurricane Zone % 0 2015 FASMV4 VEFAL SUPPLY,INC. _ �FN - --�---��_ 8 RTHA HVTL, = IILIEGAI>N�. A.S.S,A. Accordion Shutter System RV aALE#1 W/OR W/D KV.WINDOW BAIX �J^ PWT TESTING & ENGINEERING COMPANY American Shutter Systems DcaMPICx DATE DRAYN.BY: Uk TF OF 8361 NK.3rn 5 5a x0 vRaw wot+i rtPR t Ssic. A990CIatian, Inc. OLD 1i-192 4/13/15 DATE. 4/13/16 rN na:(30s)s71-1530.FT:(301)871-1511 4268 Westroads Drive 2 ORIDP , ir��;� 1 ,moo asom West Paim Beach, FL 33407 3 DRNANG No '��•,,s/ONp�'ENA`` w L1DF A DLLRIY.PC. 4 15-085 P.E.A��IQ/61L114KYURE/DATE Hama Oa�.A167 ° SHEET 6 A OF 20 (35 '0 e D e o • ' Y w s r D � �'p� *JJOTES ON HV LOCKS AND CENTERMATES: 1.PAINnam commou ji,ONE Hv LOCK®a g sKp BE USED AT 1/2 OF SHUrTER SPAN FOR ANY SPAN OR Of1EVAT ANY AT10N V LOC1 2 ORK a 92uAY Be USED AS AN INSIDE OR VOUTSIDE LOCK,A ACHEDD TOAND �1 OORR CENTERLNTES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.Its.LOCATION OF LOCK SHALL BE AS INDICATED ON O�Q TYPICAL SHUTTER ATKN. 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TD TWO FN �� -•��"� OR 0y SFWl BEASINDICATED QSED ANE OR OUTSIDE U7(X.CONNECTION OF LOCKS TO CEMERAUTFS OTE(1)ABOVE v LOCA N OF LOCKS SHALL BE AS WWCATED ON TYPICAL SHUTTER ELEVATION. y— 3. #I OR LhMfTED #2 6 L15ED WRWO H.V.1.00KSk LOCKING RAS ARE NOT REQUIRED AT HURRIMAN POSTHON.BUT MAY 4 5 9aa�Ot,Ja 0• ,j"� ITE USED IF DESIRED TO ENHANCE SHUTTER PERFCONDITION O CE. LOCKING RODS 03 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ivr 4.MATifMM CONDITION i2.ONE HV LOCK•t 0 SVWl BE USED AT CORWER CENTERMATES FOR ANY SPAN TI AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 2 or U SHAM BE USED AS AN OUTSIDE DR INSIDE LOCK. ATTACHED TO 0 CORNEA CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&BOTTOM SKA.U.BE USED.LOCATION OF LOCK SHANE BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12ALTERNATE To FOR . • ONE ALTERNATE HV LOL'K MAY OE USED'IN UEU OF 1N LOCK or FOR ANY SPAN AND L DONS AT ANY ELEVATION. ERH1ATc LOCK 233 MAY BE USED AS AI! OR OUTSIDE LOCK.ATTACHMENT '�� I a�c OF 1/4•a-20x3/4'S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL L BE UADE W/1/4-0-2W/4-ALUM. J ! T Ox p8' ,°-a '1 RNHUT AS SHORAN ON SEC1101i T{VE,SHEET B.ONE LOCK SFIALL 8E USED AT 1/2 OF St1UTTER SPAR l%7 TWO, 1 ! NSE;g �J C_ LOCKS AT 1/3 OF SHUTTER SPAN. }� ® 6.LNANOATORY CONDITION is FOR KEYSTONE LJOia{111NG NSTu1A7RYLC_ ONE FIV LOCK a a®SHALL BE t/ USED AT 1/2 OF SHUTTER SPAN FDR AltY SPAR OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i j TO 96.AND FOR INSTALLATr01S AT ANY ELEVATION.HV LOCK 0 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO 0 a 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. MS LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATKIH. USE 0=LOCKING RODS 0 W/(� CONNECTION OR.03 TOP AND sorroM IS COMPLETELY AIANt)ATDRY. STENOH D r E H 1 J K L Y P 0 A Y M x SHIFTS 10 h is HdGM �• ° *NOTES ON HV "To LOCKS AND CENTERMATES: OF CORNER M Sb AND CEhITERMAIi DRA[1[O -------------- CENTER14ATE ONE ALTERNATE HV T LOCK a NAY 8E IN�76r. ILED IN LIEU OF HHV LOCKS OR Q,$FOR ANY SPAN AND a �w 6• 07 -@-@ w INSTALLATION AT MTY n;Arll Iti.AL1 TE LOCK CSO r. B£USED AS MI INSIDE OR C(1151DE LOCK ATTACHMENT O • OF LOCK®INCLUDES USING REINFORCING LOC' U),AS SHOWN ON SECRON RVG,SHEET S,WrUCH MUST BE (t�• I(5�u'I�7•�m 17.�w --^- - CONNECTED TO CDCEi INMATES @ AND @ Wf 1/4'0-20. 1 1/2'LONG S.S.THREADED BOLT W/7/8'o x 3/32' WINGNUT OR W/1/4'0-20x1'� SS.M.S.INTO A 1/4'M 5/8'RNNUT.�rL,OCK MAY BE INSTALLED AT MIDSPAN OR 12'•�• w�6 •7(J'�a MAICAHUM ABOV`' t� AND LOW RODS MIOSPAN.USE OF TWO LOCKING DS TOP AND BOTOM IS MANDATORY. f�5+O8�a1Q'•I�Bw�B •�w a'ii61w j•L31w(iJ•�5 a(t�• *NATESN HD LQCKS & CENTERMATES: 1_MD IDCK W/HD CWT[RMATTS.3 OR W/ : ONE ALTERNATE ND LOG(©WIDE USED IN UEU OF CALM HV BLADE SHUTTER ELEVATIO HV LOCKS IV OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION:ALIUMTE Ho LOCK 8 MAY BE USED AS AN INSIDE OR OU1506 LOCK.ATTACHIOENT OF HO LOCK 0 TO S0 IS W/3/8.3/6'F.H.SS.MS•AND INCLUDES •'• REINFORCEMENT INSERT�9 AS SHOYM ON SECUONS KDB-HV3 AND HDC-HVC,SHEET 10.LOCK MAY BE W5TNIED AT WDSPAN OR 12'AMWMUM BLOW OR ABOVE UIDSPAN.USE OF LOCI=RODS @ IS COYPLETLLY Wraw- FLORIDA MING CODE(Non High Velocity HurricOne ne A 0 2015 EASTERN METAL SUPPLY,INC. P Jx''' _ A S S A BERTHA ter S �:• ENs�:'•;9 Accordion Shutter System L E C TM O eN�. K�txA�E#,Wi CR WTO KV.VANDOW 134LE A /rf�r� It American Shutter Systems ���0 wre OaJAH UL TILUT TESTING� ENGINEERING COMPANY QF .UI Association, Inc. I OLD is-1S2 4/13/15 Orr: 4/13/15 •fj•• .��` E3:3 MY,.1:'a 54 Sl,.SOS.`A4GA;1 CY3El5.fLCJW+ —•:,t [•� F-«,e: (305)871-15W.Fay:(0371-1571 4268 Westroods Drive s DRAVANG No G 4 West Poim etch, FL 33407 3 15-085 '.�xxxF�s/Q......E + sutra lcur71a:Pc P.E. SEAYHf IVUR itIURE/DATE FL°RDA I G g 4..c7 c SHEET OF 20 CRETE ANCHORS POURED CONCRETE POUREDPOURED ISEE SCHEDULE ON OR CONCRETE BLOCK CONCRETESHEET 13) RECUTREO t/4'0 E S.S. REOUIR REWIRED�w� CONCRETE ANCHORS %1 1 SCREWS21 CONCREIE ANCHORS '(JY�'- 1�7 8 dt(SEE w0.'m;,,+o PON s W 7) {SEE SCHfDt7LE 0`7 N/1/4'-20 {SEE SCHOU E ON SHEET 13) SHEET 13) NU(S O 12"O.C. 1 b I'Wn. _20s3SS. ' al IikC V O US1NO 1/4 YD NUiS Ea c D.* /2 2w wax. I - _ 3 oR 5 / - iLIDS M-Q I + s ! 250" f TE.D ' \ ) 750-U. ! ii i, OPIFO,W. I I i Ni SLlwiglN I I I L � sQ.T • ' UIN.SEPARATION TO CLASS r It NR eiAx tlt»a ,y r OR I yA i E%t5t1Y';--f—{SEE SCHEMAE ON SNCEF 1 f)_..__ W Salt TB f(H 1 1 GLASS paStiNG i fU[a9Ra�q ' MRL SEPARATION TO CLAS" r �._.._..L�.. ' (SFE SCHEDULE ON SHEET 11) _...... (A� HV WALL HEADER INSTALLATION C,HV WALL HEADER INSTALLATION © HV WALE HEADER INSTALLATION 4 KEYSTONE E7050NcMw..SEPARATION TO GLASS GLASS-.-•� • ` SEE SCHEDULE ON SHM IT) r 1 1 1 OR WIN.SEPARATION TO CUSS , 1 07Zm—smG ' I"1COiD[y ,I, rl, `(SEE SCHEDULE ON SHEET ll)- "IV 1) !BASS a sfu w tcR IMW� Pw� . ,H EXISTING 0±7:GNAL FFIIBF F//,7L41 _ �� 1 '. i F + - Hoz it ,i �. 714'h/0r, -i / 3 .7 �a Ea {/ E -- `- 15R� 1.. 1.__ __ I •. �...�t/4.0-20.3/4'SS. IL6/4'0-20.3/ PHILLI4'S.S.PIOWFS WAUAHE SCREYS USWG .,... CONCRETE ANCNa;±S USS HEN)FNCtUrtE SCREWS .-�r..._... ANCHORS /// I r I� i 1/4-_20 NUTS O 12.O.C. .. {-(SEE SCHEOUt.0 Ct7 w1 i/4--20 M.1TS O 12"O.C. POURED CONCRETE,_I! (SEE SC1tWUtE ON SHEET 13) / wra OR CONCRETE 8, x sli .T/3) OR 0014CRETE BLOCK --. •Yj ANCHORS REQUIRED °"`REanRm O HV WALL SILL INSTALLATION (SEE SCHWUIE ON �F HV WALL SILl INSTALLATION PCAM CONCRETE SHEET 74) OR CONCRETE BLOCK WALL REGLPMEI) EC HV WAIL SILL INSTALLATION I:�FOR .OM ATYMI na"3' INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SFAITTER +E C.-EDGE.DISTANCE !SEE UtgATIONS OF 1.5E FOR (� I"I V B LA D E ASSEwa_Y i�1 2-• MOUNTRIG SECTIONS CAN BE C,"W8JHE0 (SEE sPECiFlCATa1IS ON StP.�T l3) OTA;E Ohl St7E:r t9 24'ANY WAY 10 SUR ANY 045011A714N. wuNPIP __ FLONA BUILDING CODE Non High VelaCity Hurricone Zone 0 2015 EASTER.H METAL SIPP Y.INC. �s�?= ;cenrs� THA HVTM ■����A■ Accordion Shutter System _o Ti�I by aA r-m w/CR w10 KV WMV a.AM *T American Shutter Systems if r�' TIWT TESTING & ENGINEERING COMPANY c. meCcaTnON °Arc amr-N .4 W.L. 5 AT DF :�t,C` - Association. Inc. , QIA 11-192 PJ13/75 csvi.- 4!'13/15 0353 H,w.35tr R.,SCF.,JJ'.N.R�U GARI£�z&F10iteX 3731 RIgP-�4�r Pha a:(705)671-15?0.Fca;(305}871-1531 4268 Westroads Drive z DRAWING No Vilest Palm Beach, FL 33407 7 °'OigsP hlA�I ' ���`a moa PUff Rlials,� s SHEET 085 P.E. SFihL/t+�iN.4TURE/DAIE c1 6 OF 20 r - .t. _.._... _. . . P� CONCFtEIE A.11085 WL WWWKN �1 I e un, CGNCRM �"(SCE SOHmAE ON SHEET 13) I maks 15¢ 1 OR easnNG 1 m aAs3 1 RcCU1RE0 _ 6' GLASS—J. rot Wr+uu¢w i t� axil 4i�ttT t Sw n aAa 0. K� 4.E DUSTING� asa3ma� ` I`mrq-' r ALTERNA7 I r I EMSDNC 1 ANCHOR 14CA I i /Io.s/4'HEX WASHER HEAD -° f 1 Vy /f 1 1 OR 15 3/0 Na. Tec STREWS O 12'O.C. D E OF I I( 06 - 7} --- ( sa7ERuu ON SHEET ls) APPLICABLE EDGE OF EMSRNG ; sus IF �J 1/2 1 Eocc of A i M O NWM APPUCAD E R- O, APPPILI ASLAD ME PGURED�f Patna) FLAT WM EIE ANCHORS toars t Ca1Crz 7 J D rEOUM CSCE scxE�aE<18 mECT lal ttii�`wam.w �` acur p __. _, REQUIRED FLAT HUD CONCH ANCHOas MUM r9 rw 1 OR @ coN�ETE I W6TD=v RMACD D E u.•— n (SEE w1muw ON SHEET 14) 11 .T12ENCH INSTALLATION VAUD ONLY FOR UP TO+70.-75 PSF AS.D. (I HV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER i,�,� CEILING INSTAL! TIA oN� SCHEDULE 93. SHEET 1T F1tbT3rG -ncxstmn r CONCRETE ANCHORS °"�--I---'—cam•.. -- _ o Q SEE ' offfj S 15) 1/4a nw A T . LASTING iti' tr/+iaca6 xJ I 1/�• E GLASS . S ? CUSS —!�roman w 1+4u t9 '""""ip yr+Aaor m aq"sf t ' w w o n' LLa%- GLASS 3/a—nowww ,I -I tnc wao.c w trl ac tart w ro n'-a'sys+�w 1 , /4 a'-o'w To lr-a wuc Aatr 1 ' 1 sura a Ewa risTllan tv0 � s/Le,� 9m t t � 1/z' R r D./ -' #1003/4'HEc E. NAx. 9 3 rn 15 WASHER t I t TEN SCREWS p14,s/4' tlEx WAD / t g I o Is•O'C: }r e• V 8 r% ,IX SCREWS O 9'O.C. _ __ f �14zi 1'SA-S. \\ /�4'_h24.v/P 5$p$ OR 1/4.0.20 S.S.NS CONCII-M ANCHORS 6 O 9'a,G I 1 'ib.: .'! ItY M/NVT O 9.O.C. I —(SEE STyiEG'JLE DN /Q 1 Q _��,. , 'I SHEET 1T) 17 oN 18 1 fZ.1 I-_! 17 18 el..,. 2.00 NIN �(0=C •Z 7 E.D. Sj,1 I p14.3/4-F.H.S.DS. r Nlt'7 `.l 3ViRE0 WN03.lC jJ 1 — I. �'1 1 i �l if& JJJJ//// FPPUCAk:.E 1.-.CONCRETE ISlW. S r NM IS(Di O 9'O.C. - RECN�rD // 0 PWREp COTrC.iE7ESCHETWi£D!: Oq SHEET i POURED CONCRETE SEE E NOTE 11Z(b) Sq- 5" O _.. .__ .. ._. OR CONCZETE DLaOt sHEEr ta) OR CONCRETE E3.ocx REOURED RCOU z;D O KEYS TdNE MOUNTING INSTALLATION °SOWL ��J K HV WALL FLOUR fNSfALLATION r Armor Asa OMM P%=UM..ar.-n va CMCRETE HV WALL WALKOVER INSTALLATION r,pontu:xmin$PAY n'-D' GUARD 1 S TIOrHRS r j99i1'.C"CW83�NATKk1 TS S M;x4S; �RNOVASUE WrHENy♦�fY�TD E D.v ETM.IRSTAKE AAIAC,£ldT OFSPJBI.F EXff 4 SEE UUHAi10NS OF USE FOR I-5£E SHEET<FGR rf CAL�a,ER ( � " '"��'�' til OR ENITtANCE 8110E 1A.ON SHEET 19 ASSELIBLY INSTALLATION DETAILS W/ HV BLADE _ ui Am w y UECtr nm[14"�'HSTuun`�ON. - FLORIDA BUILDNG CODE(Non high Velocity Hurricane Zone A;.�l�I%p"'�,,, ®2015 EASTERN DETAL AIPPEY.INC. ....... BERTHA HVTM iL �EC EaC. A.S.S.A■ Accordion#1 WlOR Shutter System Kv.graw/ow/o Itv.N1tUlvv taane American Shutter Systems IEV.w =Corm. DATE MAU or., .t G TiLLIT TESTING& ENGINEERING COMPANY 1; STATE OF ISY•.'.Nb.3&n s,..s:.345,vM"A T l.s flo"M,sat 268 Westroodion, Inc. 1 4ED t 1-t92 aJL/15 GA7E a/13!15 Ph—:(.x5)971-1530.Fax:(3IM)9i1--1531 426£! Westroods Drive = DRAWING No Gc —�� .-,F tn.o.u.a�, West Palm Beach, FL 33407 3 r'o.......... ..�`}: lTr OCOS719 15-085 ''•p rSlDfT AL�tttttt WA.TM A UlU h.P.F.. 4 P.E. S 11 Sig kRE/�AiE FwwA �.p 44,0 6 �H7�OF 20 SEE END WALL CONNE ON $}iEETS 10 79c 18 SEE NOTES ON LOCKING tnus�,W Laos©a® nm 1N DUSTING GLASS INSTALLATIONS 11,111,11 a) HV * 17D ALTERl1TC 1N L00:0 on wu 5, FO U-T BLADE W HV CENTERMATES a i @-0- Qm® 10'©m OR SEE END WALL CONNECT1oN ' 10'®m©+Qmfl•Q� DUSTING CRSS �['�_ON SH -7 __ 1 ri ---------------------�- - ------------------ 2S2••t/8YJ'-2 I ®'®m®'®mQ'Q 3 1/4• 71 __ _ _ 6,/2' Y (6,063-T6 xto,7 AtGM. OPPOSING AWAE W/(z),/s-.T�wcov 1/2- or®.® SYMMETRYCAL eNoloas T°coNRee CENTERMATES CEN ecRMATES 0w/%Tatro,0 3 _..�4_� ._ MIN.SFCLASS ON sus,To T,rrE No,3/s's.Ns.o ,2• W/ HV LOCK or F2S �y TO czar AT EAMI AVULL(TTP) O.C.Tt iL LENcztr. -f HV LOCK or (sem�NEDULE 5 * 5* IN (5� 3 ON iET 11) 1n -0 Q 3 �" m®a10•®m @ �' O HVB OUT 10•Q�©• 'v-®.©°� HVA oc®m©•a7 oOov 10+Qo' EIDAL'M,.CIASS�� - D CVETE OR 6 ��®m®"�•©m' IO•�'1�©'Qap�©a � �IDErnocxww.. o•o © o o �Q -� T _ (�Ismac�' i 8 SYMMETRICAL IN 6 7 •©°LJ'�'®" -_----- _..._. L cuss s ,QmQ•®"Q iO5 J class O1 ��° ©'® � ®m®'®m TOCK 5 , - CENTERMA EES m - - a©:®- - * W HV 0 .6 QN Err,orsl ®'® ©9'©"�. M7N.SEPWrIC'. 7a To class L`'7 ON sNc�ULE j I N (INTOMR) _. ----------- ------- -...... - —1---- �..�- oUT _ -- -CONCRETE 111 Qz ANCIs.t � 16.O.C.VARIES *_..* ' @ 6 1/2•MAXSLACK HVD OUT `- HVE ���JJJ CCV�7 HVF** FLORIDA BURDING CODE(Non Nigh Velocity Hurricane Zone R`A.LT!(AAAA'�A, m 2015 EISTERN METAL SWAY.INC. .......•c/T, , BERTHA HVTM ��cEN '''cam•%M A.S. A Accordion Shutter System L ECO 1NC. . . . . KV.aME#1 W/CR W/0 H.V.N1NWN DACE American Shutter Systems TiLLIT TESTING& ENGINEERING COMPANY fl. STATE OF ¢= " H.Y.wN .�=•r 6Aw>M �: Assoeratlon. Inc. ozD T,-,sz 4/,a/1s aA�z a/,3/15 4268 West ods Drive 2 F P w� e-nwa;cuemoaa.mro i4'est Palm Beach, FL 33407 3 i DRAWING No ...........gL ��•���. �A.f 4;,P.E. s ' 15-085 P.E. SKru,/NN11tiNh '�E/QATE SHEET 8 OF 20 ALTERNATE INSTALLATION WjHV "T" LOCK ft HV MALE FEMALE "T" LOCKS CENTERMA 8 9 & LOCKERa 42 WZ 1 HV BLADE SM oro CONNECRDN WAIS ON SHEEIS 10 a 1e INSTALLATION In HV BLADE OUT f IN `�� s """"' —" 1,y/ HD CENTERMATES fSU fi$ A5 rrzi a UVWSsa g0Aw-Q Wac401 9oernti law u e. nrn WALTM;W''UlY N n sst"E,'"r xT Is on�s►iLrtTs m a to (aryntw.} a (a115Z tmrnmmpI t------------------------------------------ 11W/4- .... _..MIN— ._.._- t�Y+9nh"sw,m na. ar+s.a,r30 HV T" 1 w+9(T>pd ,a�,. auo++.ac trM ac rut uaa Ir Ot (N (a)xv. IN -" (q xe 13 "":o wu D 5 3 LOCK (INSIDE) Q E -I-° s - a sm y t -�- - - ----------- l --�-.�_ t yr 0 S 1 2 2 1 vn,� 1 HVG* OUT 3 31 ox� 31 oa ? 3 31 on *, 2 1/4" 0-20 x 1 1/2" S.S.M_S. sum SUR4-1 c ru3 1°'xd• W/ 7/8"0 x 3/32" WINGNUT. ( +.}HDe-HVB OUT HDC-HYC w 1.oac a (944VMMETRICA V -T" LOCK (OUTSIDE) � SYL ND CENTabRMATES SYMMETRICAL HD :ENTEu,RMAT,ES wi c « LOCK !EXTERIOR) WZ LOCK (INTERIOR) m: M WIT, ART I Orae OM rs w•n+»tnrrtn xr nran oar rortoax,wears+un,xnr.+cnut boa+aa.uw,u. .-.._ ._.---_.__-_ uan>G.c 2w-unaa(O w- wn ran-ODM— .t+wmxs vm W" HDD—HYDsY FILMING &TACK FLORIDA BUILDING CODE Non HI n Velocity Hurricane Zone 0 2015 EASTERN METAL swwr.INC. ' BERTHA HV7,, Q t Tri_ IL EC TNS. A,S,S,A. Accordion Shutter System N.v ---`•. elwE jt w/CR w/o}tv.►Ftrmn+mnx /'v�"��*� TfLUT TESTING k fKGINEERING LDMPANY 87iCgI1 Shutter Systems 1-1 � ,N e.�>E Duv;4 Or w,L o NATE 4l Association, Inc. aE tt-192 atr./1s c s a/151,5 xzi.u,seas vasc5 evm0cs,yt_"na 3311 r (-V5)871-1531426E westroads Dive z '`• t o--ms;Uxaao6«tcrn Wet t Fa1cn Seach, FL 33k07 s DRAWING Kp0 it tss+• •'WG��� 2-CSS:'.19 15-085 -085 ONACP.E. SEI+Lj�`ICUIT RE/DATE s _tIE s Of 20 RED COHC POURED CONCRETE OR ` POURED CONCRETE CONCRETE E OR CONCRETE-� OR CONCRETE OR CONCRETE NCW�BLOCK WALL. OLOCK WALL REQUwLD FLOCK WALL REOUXED / BLOCK WALL REQUIRED =COSTING GLASS EXISTING CLASS CONCRETE 16.O. �EXIS'TING CLASS MN. Vim+ __J� _..f) - 12 uw F iN3 CL/SS O 16'O.C. � f _[-_7 2•I• Te CLASS(SFE f N2L SEPWADON SC EXJ E ON S>REtiT w•s3VARTIONI SEPAWICH EO ED TO QASS(SEE 11 FOR STALE 'NO To CRSS(SEE I to LASS(SEE 931M.LE ON SHLET 1/16-,3•MAX. ON SHEET 19 FOR So/ COUL£ON 1 etOMAw . SCHEDULE CT SHEET ti FCR BVaCQNa (6D63-T6)COHf. aAnk50C® ON SHEET 19 FOR 1JALT 10i sM 19 FUR ON SHEET 10 FOR ALUM.CLOSER F�0.J�Do((rJ��1iE AST 1 FiADfs Ok Q9� PLATE(LoaiE V2 eLwLs OLp Q� MAOESma 0+ `"VJ Al EJ(RER SLDE I1+USE ,'QR 2-MAX tf7.•wN. - ----- (AS APPUCA&E)a2•.t/e•.�ALUMINUMCUPANGLE16.O.C.P 16'O.C. (6063-T6 N10Y)AT ANDN4 ()1/4'0 CONS ANCHOSEE DETAIL X F (�'7�� WNL AT 1.O.C.(LOCATE SIDE CONNECTIONDR k5' EfINER SIDE OFQ) OR1 OR (W SEE OETAR.X rOR t OR TO TRACKS _SIDE COtORECTX)N ®-©.�j-e •®- SEE OEfhL X-6 1 TO TRACKS _ 6•7-8 TO• SIUE CONNECT ®°•©'�0�•®' ®°' 0 0-0.0-0.0e• O TRA •®-®•�a©.©m 1 0-0-0-0-0- .0-0. 0-0- 1 '®-©'2 -4'Q- ©-0 @-(E)-(D ©•0•©-0.0.0- _ ©0.0-0-0.0- - END CONNECTION DETAIL 4 ENA CONNECTION DETAIL END CONNECTION DETAIL 20 0 +TRminem OM,Y FOR SPANS GREATER 11V2 1200 POURED CONCRETE OR Zi REQUIRED CONCRETE BLOCK WALL C GLASS 4 -.-._-_L i REQUIRED,.. _ _ ___ _ TO O.ASS(SCE O 76' .G^SC) .. Wt•SSARI)IM Y / i----- ---��r- / REM BIAS(DAM CO. 1/2-INN. 7D JLE O(SEE D CN gEII 19 FOR ANCHOR O 1 FOUR WIND IN CONCALIEeL�FsOaQ� 12.O.C. - --- 5 - ma FOR - QR 1 ANCHOR Q /-2; 4 ' I �� ���/7�/I Y 11J.. _— -- 2-MIN. ED ( SEE I©ON SHEET 9 TOR 6 OR OR�OR� V VIEW 5 (I OR Qg' t OR — O O O Q - DETAIL X LP«TRED CO1/CRETE COBLOCKNCR[TEWNL QR -©.O7-8 , •®- �'®a©.'A ©®- LLATION `Ly REQUIRED •6-64-60' ©•O•©-©•O•®- {1�.•HV BLADE OR dA HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. TAI END CONNECTION DEL O®-®m-®®- A END CONNECTION DETAIL 6 p -®'® FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ``�(k.A.till; ,.,, 0 2015 EfStERN METAL SUPPLY•INC. �rENs, ' BERTHA HVTM ITIVEcomc. \ A■S■S■A. IV.Accordion Shutter System saDE#1 w/ca w/o N.v.utwoar aslE AJr k c American Shutter Systems UV.N, DESCRUImN OAK )LUTE; RA LM ML .. 7tLLTT TESTING k ENGINEERING COMPANY Association, Inc. t OLD 11-192 5113/75 4/13J,5 ' STATE OF m,•Q,' am ne.sxn ss,_sr..3vRt.rtA cAF�acs.nava.vI 9•• '��- r+:sns: (34)871-1530.:o=.(ws)9n-1631 4266 Westraods Drive x DRAWING No ,c'•., DR4 � a- :W.cevowsar. West PQIm Be719 ach, FL 33407 3 I�-085 '''Ass/ONAL A�� WALTER A.M"Jr.P.C. t P.E.�AStCI}�Jld'VA4IURE/DATE rLCR r u.1 u167 ` SHEET OF 20 SCHEDULE 01 SCHEDULE 02 SCHEDULE 03 MAXIMUM SHUTTER SPAN 'L+'OR •L-' MAXIMUM SHUI7ER S?AN* 'L+' IMUM SHUTTER SPAN*'L+' (ft.). FOUR INSTALLATIONSAT1/, (g1j�I�h OR -L-' (ft.)FOR R -L-• (ft.) INSTALLATIONS MIUAL&MICR tFrn:D :. &1910rFa or INSTALLATIONS W/ CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GM W/ ONE H.V.LOCK @ or or or &)W/ONE HV LOCKS MANSORY POSRM AS.D.DES"PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS Dr ONE HV LOCK or 6 or L-:U&X.ALLOWABLE SPAN FOR A GN`ZN NEGATNE CENTERMATES & W/ONE hV W/NO LOCKING RODS OR W/ NO LOCKING WALL h B. C. D.E. M. N• O. P. O, AS.D.DESIO4 PRESSURE RATING. ® (6 ODS MOUNTING F. K&L R. S, &V. LOCK®W/RYO LOCKING RODS®TOP& (SEE NOTES t tt) n,ALM FOR t1011`NTINO (2)PROCEDURE TO DETERMINE NN(IMUM SPAN FOR BOTTOM SEE NOTES tt) SHEET 7) FLOOR/CETUNG G,H. I, It,J T, U• W&X WALL MOUNnNcs(TOP/oarrom)OR FLOOR/CEILING: CONCRETE&W00D DWAIV ONS 0 CONCRETE&WOOD CONCRETE MOUNTING &M A,SA 013p7 AS0.�R51D, T A3A OR,GN UWA LA110M CNEN A POSITIVEAS.D.DESIGN PRESSURE RATING, M SCHEDULE. W',LLL MOUNTING FLODRWTINGOng 1�NIP10 Rilw ROOR/CEIDVI=M 'uouNM GNEN DETERV1 Nc'GATM AS.D.MESON K MAXIMUM SPAN *L+'EDPRESSUR E RATING, YOUNIWG �,,r,3 OR ��aR33 FLON+/CL9TN+G�K (.r>R-) 1`100"ALL NEM.,AXUINDN6 DETERMINE MAXIUUY SPAN 1-'FROM SCHEDULE.L 4 00 L l+(q l-(4l t i(N :-Al L r T4) L-{p 0 MNOMUM SI IUITFR SPAN-L+-OR-LFOR 30 OR 16'-0' 16'-0' 15-0' 16'-0' 30 Is',D' t6'-0• 3'0 76'-0' t6'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-,0' 15'-2' 16'-0' ._.._35 1C-10' l4'-10- 35 15-2' 16'-10' 105 PAL AS.D.OESIGH PRESSURE RATING. M M 4 DETERMINED SPAN B£ZMEEN 1+'AND 1-'. -40—-13'-f0' 13•-f0• 14'-2- 15-2' 40 13'-10' 13'-10' 40 14'-2' 15'-2- M PROCEDURE TO OE MMIN-c VMMUM SPAN FOR 45 t3'-I' 1 13'-1• 13•-4- 14'-3' 45 13'-t• 13'-1' 45 13'-4' 14'-3, t FN CORNER CENTFAMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNnNOS 50 12'-51 12'-S• 12'-8' I3'-T 50 12'-5' 12'-5' 50 _12•-3• 13'-1• MOUNTING '2GFl INSTAUARONS.LOCKM SPCATIONS W/FLOOR/COLING MOUNTINGS: 1' 55 1 -10' 11'-10' 12'-r 12'-I 1' 55 11'-10' IV-10' 55 I1•-11 -I1'-1r SHALL BE AS 1NCIC4TED ON MANDATORY CONINTION J2 FOR A GVM POSITIVE A.S.D.DESIGN PRESSURE —_-- NOTE f5.SHEET 5. RATING: 60 ti'-a' !1'-4' I1'-7' /2'-4' 60 11•-4' il•-4' 60 10'-2' IO'-11• - 65 10'-10" l0"-10' I3-__, .....I t'-1 r 65 10'-10' t0'-10" 65 9'-5' 40'-1• DETERWLAX. 70 to'-6• 10'-6' 1C-9' IT'••5- 70 10'-6' tD"-6' 70 8'-9' 9-P Lt+n MAX.SPAN FOR WALT.MOUNTING INSTALLATIONS. _ L2+�IWC.„NMN FOR FI.00R/COLING MOUNTING 75 10'-1' 10'-7' 10'-4' 11'-1' 75 10'-1' t0•-1' 75 - V-9' •t't E)nEPT THAT MAXIMUM SHUTTER SPAN 1+•OR INSTALLATIONS. 80 9'-10' 9'-ID' 10•-0' 1D'-9' 80 9'-10- 9'-10- 'L-•MTX WXMUTA A.S.D.OESNG PRES.IRE RATING FEAR FOR A GNEN NEGATNE A.S.D.DESIGN PRESSURE 85 - - 9'-9" 10'-5' 85 9'-6' 9'-6' ISULLATI INTO OXICR-GRE OR CONCRETE FLOCK PALING: 9'-7 9'-3• 9'-5' IO- 90 9'-J• 4'-3•..- SW1L 0.G UMREU AS FOLLOM*`.. DETERIRNE 95 9'-0• 8'-9' 4'-2' 9'-10' 95 9'-0' 6'-0- 1- CONNECTIONS TO KEYSTONE MOUNTING L7 UAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 700 B'-9' e'-a' 9'-0' 9'-T 100 e'-9' 6'-4' UNITED TO +ea,-72 ps.6 AND 8'-D'SPAN, SEE L7-�MAX.SPAN FOR FLOORLOLLING MOUNiTNC UOU14TING QON SHEET 7. INSTALLATIONS. SOs e'-T 7'-tV B'-9' 9'-4• 105 8'-7- Ito '-T .7•-ii• 7 t0 B'-4•- T-T -8'-T 9'-2' 170 8'-4' T-7• FINAL WJaMUU.ALLOWABLE SPAN IS EOUN.TO THE :15 e'-2" 7'-3-3- 8'-i• Ir-11' _ T1s _ B'-2'�•...7.-3" SEPARATION TO GLASS SCHEDULE MINDLUM 3E111EF.r1'Lt+•.'L2,•-,2t :ANO i.z= 12o B'-0- 6'-11' 8'-2- 8'-9"- 120- W-O' 6'-11' (4)GO TO ANCHOR D NEGATE WAFINAL MAXIMUM 125_-_ Y-10' G'-8' 11'-0' s'-s' 525 7'-;0' b'-B' AILOWA8IE SPAN AND NT_G,lTll`A.S.G.5OESICN 130 7'-8' 6'-5" 7'-;0• 8'-I' 130 7'-11" 6'-5- MINIMUM PR RE RATING TO DEIERUINE MNCO2UM ANCHOR 135 r-r 5'-2- 7-9' ...i:=s=` 135 7'a' W-2' WIND ZONE BPA I+c 140 7'-V 5'-11' 7-7' T-6' 140 V-5• s•-n• ASTM E-1996 SEPARATION 145 7'-3' S'-9" 7'-5- 7'-3' 145 7'-3" 5'-9' TO GLASS 150 V-2" 5'-7' 7'-4- •T-0" 150 7'-2' S'-T 155 7'-0- - V-2- 5'-9" 155r-o• 5'-5• 1 THRU 3 1" 160 6'-11' V-2' 7'-1' V-7' 160 6'-11' V-2, 165 6'-10• 5•-1' 7-0' 6'-4' 165 6'-10' 5'-1' 170 6'-9" _4'-11- 6'-11' 6'-2• 170 V-9• 4'-11• 175 6'-7" 4'-9' V-9•� 6'-0• 175 W-7' {'-9".- 180 6'-6' 4''-6- 6-6. 3'_18- 180 6'-I" -B' 0) H V B LA D E i 85 6'-3' 4'-6" 6',-7' 5'-8" 185 6'-5" V 4'-G' 190 6'-4' 4'-5' 6"-6' S'-6- 790 ... _..........._.....-__.-.._...__._._._.. 195 6"-3• 4'-3' E'-5' a•-5" 145 6'-3' 4'-3• 200 G'-2• 4'-2' 6'-4' S'-J' 200 V_2• 4'-2' 205 6'-1' a'-1" 8'-3- -f' - 205 W_I' +'-1' FLORIDA BUILD CM(Non Nigh Velocity Hurricane Zone 9 2015 EASTERN MEAL SUPPLY•INC. o�tAtt 4 A IIT'CC%j'`'% BEWRA HVT. PJ? TIL E C O �N�. A.S.S■A■ Accordion Shutter System RV.BLADE#1 W OR wf0 KV.H(POON HiDE American Shufter Systems MSMPWN DATE OR"s.: * TIWi TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-102 4/13/15 DATE,. 4/13/15 '7lC - Gus N.N.JAN,3t.31e.Jos.Ima GNMEM.,RG61N 331 — ap--��r P,—;(,wsl6n_IW,Fc,;(305)871_153; 4268 Wes(roods Drive 2 e Nw utemw�ew, West Palm Beoch, FL 33407 3 DRAWING No O. 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EIQ C©®©AaaaaaadI a��oa�aa�l a 0�I9888mBB89m89� ME mm ®008 �8��9®98BBMa�a OHHHHHHHHB®H0 SOM HH0HHB9a IMM®NH®RNM®®®®®U MMMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBS7TiATES (SFE M01RN1R:6 C C,R H ON Snorts 6&7) 1.ANCHORS TO SUBSTI TATE SHALL.BE A FOLLOWS: ram CION MIRED Omc= (A) TO DIMINO POURED CONCRETE(41n.fc-3 loi) QWALL SILL MOUNTING (�G CSUNG MOUNTING HH FLOOR MOUFtnNG -1/4-0 TAPCON OR TAPCON"ADVANCED THREADFORM TEC9.OLM A4040 ,AS WNUFACIURED BY LTX EUI DDL(wt.ec-.3 k.) SPAN, ANCHIMM SMINIG LWDrl M -1/4'•r 3/4'ALL PaAIS SOLID-SET ANCHORS,AS DWRIDUTED BY ALL POINTS SCREIM.60T 4 4PECILTY COMPANY.(AM.re-3 Tai) (tp ft3N We*Pfcz=PCTs 030 MIGVNE I==%9NO VISION1690RE 19 SITS AIDING -i BLUE TAP CON=ANCHORS W/CAP AS MANUFACTURED 91'FIRTH FA7'S4FR5 CREU.INC.(Ir.rc-2 ksi) 30 40 6O 17319011201IM12D5 30 40 60 175 120 160 7M 30 40 W 75 !!120 160 103 TAPCON WITH�AIiCID -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY PCOM rAS ENCI .STILI AND DrsR2eUIm EAT ALL P026S SCREW,WJ&SPE,2'ALTY u 1 0 6 8 e 14 12 10 9 6 8 0 t4 ti 10 9 a e a 0 7TAPOONPRN TEp44QCED COMPANY OR ANY ODER APPROVED LICENSED OR AUMONZFD VENDDR REGISTERED WITH THE AMERICAN SHUTTER�5 ASSOCIATION,INC. brut.rc_3 DAL: R LES 1+ 12 10 D e 8 8 e t4 12 to 9 a 0 0 e 14 12 10 9 B 9 6 8 AL POINTS 50(10-SET /4 12 to 9 a b d a 14 12 10 9 e 8 6 0 IAL 12 10 9 a a e s 14 12 10 9 8 0 a 7 14 12 10 9 e 9 9 0 14 12 1a 9 a 8 0 B t£UE NAP W/CAP 14 12 10 9 e 7 a3 35 N 12 10 9 a a 6 6 14 12 10 9 8 8 5 5 TAPPER+ Al)M'tN041N D.@1YENT AND POURED CONCRETEW/ A ANCHORS OR TAPCON WITH ADVANCED 1lOiFgDFW81 7E13+'HOLOLY ANCHORS A181 TAPPENi N t2 10 0 8 0 6 0 14 12 f0 D a 0 f 0 14 /2 l0 9 0 e B 53 AHCHOfS S i 3/1',ANO FOR BLUE TAP W/CAP AN.^ ISI 1/Y. 4'-0' 14 t2 10 D 6 0 b 4 /4 12 10 § a 8 6 43 14 12 10 9 B 0 4 ]S AS)MABMUU 099DUEW OF 1/4'0+3/4-ALL POINTS SOTJD-SET ANC HORS SIUI-I BE 7/e'INTO THE POURED CONCRETE NO EMBEDMENT 14 lx. l0 9 8 a e ALS to 1I 10 9 8 0 6 5,e l4 12 10 0 0 a 0 t3 INTI STUCCO SNALL BE PFIAfrTED,1/4'0-2p SIS MACHINE SCREW USED SHALL BE 1 1/2'LONG MDaMUD SHOULD STUCCO OM,AND L. 12 90 9 73 Se 33 - 14 12 10 9 1 a 8 6 S N 12 10 D a 7 53 a • �aN wInr FO, t'uamaw FOR WAILT WTM No snicco. Itt 5--0- N 12 10 9 0 6 6 6 U 12 10 9 0 a 1 e 53 14 12 10 9 0 B 6 4.5 14 12 10 9 8 7 4 - U 12 10 9 e W 5 &5 14112 10 8 65 5 35 3 A.3)IN CASE THAT PRECAST STCNF,PFMAST CONCRETE PANELS.PAVERS OR ANY VOM BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 73 43 - 1{ j 9 a 0 B 43 14 12 10 9 0 6 43 73 ANCHORS SW1 BE LONG ETNO'UGH TO REACH THE MAOI SIRUCLIRE ED"SND WALL FIN@CS.MCIYJRAGE SHALL DE AS IROlCAIED DH 74 12 93 73 63 4.3 - - 14 0 9 a 7.5 SS 4 14 12 10 9 0 a 43 33 NOTES A7)&AL2)AOP,T.FOR INSIAMAICfS ON'WNM S'DENG OR ERS WITH OR WITHOUT META STUDS CONSULT THIS ENGINEER,FOR 14 12 TO 0 e e e - to D e e 6 s l4 12 l0 9 e 63 3 53 IhSTAlU7YJN INTO OFS WITH METAL STUDS SEE STREET 20. g•_p- �. ._ , __... ..._. •__1112 14 /S 10 9 73 53 ] - li AS 7 W ] 14 12 6 B5 53 4 D TO EXISTING CONCRETE UOC(:14 12 10 9 a 6 - - 14 9 e W 5 75 14 12 10 &S 0 6 4O (ASfU C-DO) 14 T2 8 ds 53 S - N D 6 03 43 33 14 12 10 0 1, 5 JS 3 1/4'0 TAPODN OR TAP ON WITH ADVANCED THREA0.fiRN TECEN IM.M ANC140M AS MA NUFAC URED BY I.T,W,DU LDE71.14 12 10 D 8 0 - - 14 0 0 > 3 414 12 10 9 7.5 53 4 3 1/4'0 It.3/4'Al POINTS SOUR-'•SET ANCHORS.AS DISTRIBUTED DY ALL MINIS SCREW BOLT&WW%LTY COMPANY. R-O. N 17 10 0 W 4 - - 14 7.5 6 43 a3 - 14 OZ 7 5S 45 33 - 1/4.0 DINE TAP CONCRxZE ANCHORS W/CAP AS MANUFACTURED RY FLAROA FASTI]NFRS DU1tCT,INC. 14 12 10 a5 7 4 - - 14 9 73 53 4 - N 72 a 7 73 43 1/4.0TAPPER+ANCHORS AS MANUiACTURED E3Y POWERS FASTENERS,Do_AND DORSUIED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 it J SS ALA - - 14 9 73 53 L - 14. 12 9 7 . 43 JDO;AN ORANY Oil07APPROVED LICETISEO OR AUTHOFAZ O VENDOR REGISTERED WITH THE AVOTI AN SHUTTER SYS7EVS ASSOCIATION,M B,-0. 14 12 10 D a W - 71_ 8 0 - 12 f0 8 NOTES.4 12 e.5 7 3T5 3- 14 TEAL 15 a 3 - 73 GS B 3 4 3 - - Ett)MINIUM ETABEDMENT RlFO CCNCI�TE BLOCK OF TAPCON,BLUE TDP W/GIP A`K1O15 AND TAPPER+ANCF:RS S 1 1/a'AND TAPOON fa 12 93 73 e - - - la 12 D3 a W 5 - - 14 12. 6 6 W 4 - WITH ADVANCED THRFADFORM TEC HOLM ANCHORS S 1'. 13 03 63 5 35 - _ - 14 12 10 0 0 - 14 12 e W 5 4 w-o 14 12 10 9 0 - - 14 12 10 9 73 43 - - 14 12 e3 33 4 - - AL2)UINVUM Q1BEDMENT OF 1/4'0 r 3/4'ALL POINTS WJD-SET-ANCHORS SHALL BE ENTIRELY EMDEDDED INTO THE CON:HETE BLOCK.ND 14 IS 73 0 + - - - fT 11 7 53 3 33 - - 11 D 53 45 35 - - - EMBEDMENT INTO STUCCO SMALL BE PERMRTED•1/4'0-20 S.S.UACONE SCREW USITY SHALL EE 1 1/2'LONG MIMMUM D401 D STUCCO 1{7R V 0S 45 - 1i i2 83 7 8.3 i - - 14 "- 7 SS 6 -.3,- - DOST.AND 1'MINIMUM FOR WALLS MM NO STUCCO. 113 0.S 55 1 - 14 12 9 7 0 a3 - - 14 11 7 55 43A5 10'-0' 14 72 10 9 7.5 - - - 14 12 10 8'63 3 - - 34 12 4 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON NNE DaSTURO WALL OR FLOOR. 14 104 7 5 3.5 - - 13 93 53 5 4 3 - - 10 7. S 4 3 - AN040M SKALL BE ICMS:ENOUGH 70 REACH'TPE MIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHVTL BE AS INCCAIM ON 14 11 73 55 - - 14 1151 9 6 5 4 - - 25 95 6 a 4 4 - NOTES 0.i)&&2)AS%Z FOR INSTALLATIONS C7 VITAL SDIND OR EUS WITH OR WTMOUT META STUDS CONSULS THIS CRaNEER, 03 8 5 - T4 12 8 63 55 4 - I1 10 03 5 a 3 FOR D1STAiA1 LYTo EIFS TWIN METAL STUDS SEE SHALT 20. 11-0• 14 12 I2 - - - - - f4 11 9 1 6 43 - 1♦ 103 T 55 43 JS - TS 9S 5 - 12 9 1 B 43 4 13 9 7 4S.3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOuYuNDATICNs AND srECEtwous OF THE ANCHORS MA.NIreACTURER. 1{ 10 1 - - - - - 14 105 7 53 a3 - - - 11.5 eS 53 43 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REMATION519P FOR A4CHORS. 93 7 ±-'-. - - 14 11 )3 6 3 12 D 0 ♦5 4 12'-0- u - - - 3- - 1i 12 e W 53 - - - 13 10 W 5 4 - - EDGE DISTANCE VERSUS cpACINO u•NEDUL FOR dNCNORe• 13&S V - - _ _ - 11 a W 4 3.5Z' - 0 0 ♦ ] - - - - MAXIMUM ANCHOR SPACINGS ANE VALID FOR LIKE V4'US NOINDICATED BE" FOR E 0.TINS THAN TIC INDICATED.REDIA"ANCHOR SPACING >S 93 s -z::- _ 1] 93 63 5 4 OS 8 5 4EBT MULIIFLYWC SPACING SO4W ON SCREDULE BY THE FOILOWJn FACTORS. 9 83 - -1- - 14 IOZ 7 5,514.5 - - 11 W 55 4,5 33 - _ REDUCED SPACING OBTAMDE LESS THAN MOAWUM SPIiCUt2 INDRNED FCR E,"&WbO1 TYPE 14 t2 - - - - - - 14 113 73 6 5 - - - 12 9 6 43 4 - -1-I FACTOR OS 8 - - - 10 73 5 I3 SS - - - _ _ _ 12 9 6 '4S 4 - -I- GF 7 .S 4 - - - - EDGE TAPODN TF RM TEf7OiDLCCY ALL POINT SOLID SET BLUE TAP W/CAP NAPPER+ 13 93 W 5 - - - - W 73 5 4 I- - - - Y O DiCTANCE 14'-0' to 12 - _ _ _ _ - 14 10.6 ) s3 - _ - t7 85 S.5 s.5_ - _ _ E0. JON.SPACING r 3' WL SPAGNO-3' M.N.SPACING.1 1/27 MN,SPACI NO o Y 3 3/4• 4' l0 73 _ _ _ _ _ 9 '7 s3 3S - - - - 7 3 35 ] - - - - 1 v B D W CONCf97E&Tgyo mL�E �.pE BDoc POUROD CONCRETE& PaLlaD L9NTOREMNC3Nt7E t POLM 00,00E CaH3d7E 0.mc IS 8 - - - - - - 11 a 55 u - - - - 9 85 43 - - - - - W CONCRETE ,� LPL EM-3 I/l MN.EA-2 1/F CONCRETE 3BL� CC IeL U1.3 1/Y EA-2 1/I UK M- 12 9 a - - -V- 95 7 43 - - - - _ _ _ _ _ _ _ _ _ ------ 3• 1.0 13M 1.0 0.78 1.0 0.84 1.0 a3 e 5 - - - - - BLADE WORKING 1111.__..._...___.__..... - _ _ _ _ _ _ E3 65 4 - _ _ _ _ W a 3 _ _ _ _ _ 2 1/2' - O.BI 1.0 - 0.67 1.0 to - - 03 a s - - e3 e 4 - �N UNISON♦ 2- 0.71 - osf 43 - - - - - - - la - - - - - _ - 7.5 93 6 - - - _ _ 10 73 5 _ _ _ __ 1 3/4' - 0.91 - - _ p,43 _ 6 4 - - a 43 3 - _ _ �am 93 4 - FLORIDA BUILDING CODE(Hon High VCIOCity Hurricane Zone %%""-N 71[[/TAAi,A� 0 2015 EASTERN META SUPPLY,INC. BERTHA HYTM ` AIL E C O E HH:. A.S.S.A.■�■A■ Accordion Shutter System ?da FLY.BADE#1 W/OR W/O R'L 5M DW MME American Shutter Systems c Ccs T1WT TESTING&ENGINEERING COLIPAFTY L.,.. [v.N Olxrano9 TUTU L1U9N sY: ML.. - •••. S'iATE 0a• A{N` f-M NW.30.11 51.SAL.MS.M9+T9:A rl I)DIS,NDROA 331. Association, Inc. / OLD t1-10z 4113/15(GA•G 4/13 1$ Pnaee:(703)8'!1-1530.Paz:(JOS)87/-1531 .208 Westroads Drive : �. p�;.• DR .. �`\`.*� �iis, West Palm Beach, FL 33407 3 ®-000eDRAWING No • FS'""" �c 4- 15-085 AAoApFS'�NA�Y1lal MORRRAuk/u15P•7� 6 •• SH13 OF 20 P.E. 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DESIGN PRESSURE RATING (p 4 fJ AND CORRESPONDING MAx M IIA ANCHOR ¢PAGLNC, q 4PNEOULF FOR A GMEN MAX. SHU!TER SPAN. N AA.S.D. DEOGN PRESSURE AnN G AND A CORRFSPONDING ►�¢(NG IYPE. (SEE WOUiTI NS ON%MS 16&17). �EE3; L_J B !EE;T FR F=- 5WIHLRN PINE SOUTHERN PINE No. 2 W/MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SPRUCE PINE SPRUC H 7/2'MIN. COX 2�W�WN.C=OSS, FIR NORTH FIR SOUTH 14vinx DOUGLAS FlR W/MIN.G-0.50 W/MIN. G�0.43 W/MM. fw0.36 PLYWOOD C N.-�aw W/ W/MIN.G-0.43 W MIN. G=0.36 WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T M,N. 0 & R FLOOR MOUNTINGS M, N. D&R FLOOR MOUNTINGS M, N,O& R FLOOR MOUNTINGS WALL MOUNTINGS &O,WALL VOUNTINGS B.O.WNL MOUNTINGS B.O.WALL MOUNTINGS W& X W&X. W & X P&0 S&V S&V S&V • w167D mmau(pG OSid18€[I4="C(pfj twlei "ammaMi wft<am[rH9tE 0®C(IQ wt66(Itffi$FOO 1eQ• mlem1432[www wl60il®RRE1CTa0 0M=a(1@39IC0 w MM0x%Mxt71FCI;4 30 40 160172.90 05 30 40 60'75 90 05 3D 40 60175 90 05 30 40 160175 90 705 30 40 60175 90 OS 30 4a W 75 90 O,30 40 60 75 90 05 30 40 W 75 90 05 30 40 W i5 40 OS 30 40 W TS 90 OS -0.OR 2 10 t0 9 8 8 6 6 6 G 6 6 12 10 10 9 8 8 6 6 G 8 6 6 12 10 10 9 6 8 6 6 5 6 6 8 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 t2 12 12 1Z 12 72 12 12 12 V-0' 12 10 1019 8 6 6 6 6 6 6 6 12 10 10 9 8 8 0 6 6 6 6 6 12 10 10 9 8 8 6 6 616 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 f2 �• 12 10 70 9 8 8 6 6 8 6 6 S 12 10 10 9 8 8 6 6 6 6 6 5 72 70 10 9 8 7 6 fi 6 6 6 5 6 5 4 4 4 3 t2 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 0 _ v C-O' 1Z 10 tO 9 8 6.5 8 6 6 6 5.5 S 12 10 10 9 8 5 6 6 6 .5 5 45 72 fIt 1D 9 6 .5 6 6 6 6 5 4S 6 9 4 a 3.5 - 12 12 12 12 12 12 12 12 f2 12 f2 12 12 12 12 12 10 8.5 Y-0' 12 10 10 9 8.5 4 G G O .S 4S 4 12 10 10 9 5 5 6 C G 5 4 S 12 10 10 7 .5 - 6 G G 5 4 35 5 5 4 4 - - 12 72 12 t2 12 12 12 12 12 12 12 0. 12 12 12 OS BS 7S 8'-0" 12 10 10 7.5 AS J 6 G 8 S t 5 72 10 10 6 3fi - 6 G 5 AS .5 3 72 10 10 4 - - 6 8 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 I2 12 iS 9 7S 6S 9'-0' 12 10 1D 5 3S - 6 B S.S S 5 3 12 10 9 4 - - 8 6 43 4 3 3 12 10 4 3 - - 0 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0 12 12 12 t 9.5 8S t2 12 10 8 K5 SS 10'-O"__ 12 10 7-5.4 - - 6 6 5 4 3 - 12 10 6 '3 _- - 6 6 4 L5 3 - 12 10 3 - - - 6 6 4 S 3 - 8 , - - - - 12 12 12 12 1 S.5 12{12 12 10.1&5 7S 12 I12 9 7 5 5 iC-0" 12 10 &S - - - 6 6 4.5-_ - - 72 10 4S- - - 6 .5 3.5- - - 12 is - - - 6 S 4 - - - E 5 - - - - 12 12 72 12 10 8.5 12 12 12 9S 8 7 12 72 8 4.5 12'-O' 12 1D 4S- - - 6 6 4 - - - 12 7It 35- - - 6 5 SS- - -12 ID - - - - G 5 38- - - 6 5 - - - - 12 72 72 t, 9.5.8 12 12 ti t1.6 7 f 12 1S7S 6r 5 4 13'-D' 12 /0 12 70 - - - - 6 4S 6 4.5 7 - - - - 5 3 �._.. - 2 5 12 B 6 S 4 7G'-0" 12 - - - 5 1 HV BLADE OR Cl HV BLADE W./ HV WINDOW BLADE WORKING IN UNISON* _ rua�oN sicT,4 +NOTES ON ANCHORS REQUIREMENTS: WO00 SUBSTRATES 1.ANVQ'M TO W41-FUM OA SOLID WOOD SOFitr%LLL DE AS FDLLOW& 3.SUBSTRATE 5741 CONssr OF THE rOUDM1N4` -SiRHUDi Mr N.2 W/G-OSS OLDS) -1/4•6 TMOON R;Z ORs,AS MW'JrACn;RM ITT LTV(4AD(7f W/WWJY 016£OYUiT AS INOWATFD AT -OC4WtAS FIR WA G-0.50(RDS.) CAI SONM ON SNFE75 16 k 17. -VRIXE Fog rill NORM W/C-0.43(NDM) F7(t OMM SEL NOTE 2 EaOW. -SPRUCE PINE FR SOUTH W/G-O-%(NDS) -WL 1/2'COX KVIN000(1986 APA) Z ANCHORS TO HO'.iLW CEILING SFSLLL 9E AS PER RIOtg1lY1G TIDE V,SF4SET 17 AND SNaL.CONSIST OF W-SCREWS AS P07 1135 2012 SE:nrADONS, 4.ANG31ORs 9PLL OE O57ALSED FOUDAiNC ALL OF ihL fgCOl40]C9lD!S AAD SPECTIa1RONS OF THE ANC tLW6YACN33R FLORIDA NUING CODE(ROTI High Velocity Hurricane i.One ra 2015 EASTERN LIETAL STJ?PLY.INC. BERTHA HV,M Q Accordion Shutter System RV aADE 11 W/CR W/O Hu VOLOW aACE TILUT TESTING&ENGINEERING COMPANY American Shutter Systems oeGR moN wrf DPAMN D LLL W67 = M1S5 N.*. x z..314,VILNA GAS9M Fl n Sac A33069110n, Inc. , OLD 11-192 aj13115 6U£- 4/13/15 ---71-1530.I.;(305)Vi-1531 4268 Westroads Drive z * _ <`^'Eft- West Palm Beach, FL 33407 3 ORA %YING Na *' STATEOF :.w` 157(" WALiT.R A Dull J..P.E_ 4 ...A, E rLOMA Lk.F 4.167 o SHEi_T 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR D HV & ((lA HV:♦ BLADES AS APPLICABLE X. SHUTTER SPAN + OR L— FOR I 1 0 WOODWITH HV BLADE 1)ONLY SHALL WILL EVII BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE SEE SHEET 19 FOR MAX SPAN & / aro TAPCDN OR p G 0 0 I BLADE 1 & AWORKING IN UNISON APCON WITH ADVANCED „t THREADFORA TECHNOLOGY 1/4'0 TAKCH OR W/1 1/2•Min.PENEIRAnON 7H1CDH WITH rDvANCEO TIRF/DFORM TECHNOLOGY OF T16i'xAOM AREA 70 W/1 1/2•M.PENETRAnON OF THREADED ArFA TO F:%1STNG MIK Tv oST1aG MOOD HCADeM , WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO CLASS ' M E n (SEE SCHEDULE ON SHEET 15) 1!4.0-20.3/4•S5,MACkINE 50[3{EE ON STET \ VVVSCREWS WJ 1/4"-20 NUTS �_-IITOR OR WCIE WR I s ��� Y Yin O 12.0.c. E72SRRG 1 DA•ESm@a31 ':. E 2° GLASS--S 1 CRI {I-� I FOOSH i I r= t T"N' 1 :4OOSnNG Y01. WALL FINISH WAIVER N17D0 ---DOR,(11 I - f21FS4n.YK9N�'!. III A µ 1 1%4'I TAPCON OR TAPCON MTTH ADVANCED MFJ01.R REQuiRED l'�Y t{jDJ 1/4-0 TAPM1DFOMA 7ECHNOtON WJ 1 VAN I HFlJiER I:ECtr,REO IXISRNC 1 Ib`L SPAPHICtH I i I 7 Mir_PENFTRAnon Or THRA ED MFA TO 1/2- GLASS---f TO O.'AaS' (55rF I I OOSTING IV"HGVIER. (-_54kAtE w SIfET DUSTING YLY.SWARAl1ON 10 GLASS _ n FOE MACE Q1AdD— J__-`(SEE SCHEDUIE ON SHUT 17 , (SFE SCHEDULE CIS SHEET 15) w 9{E7 19 FOt CSS-I I _J I WWW r>;a'COM.sILL PLATE R£C•0. �N HV WALL HEADER INSTALLATION !� NST L �HV WALL HEADER INSTALLATION Mal.E]OGSETAI7S/SG--I I ) EzsTENcnE—_(SE£SCLATION SIEIP�ARUALTEI SS MW.STPARATION TO MASS OYTO GUsEE sCHDtEoNSE S✓ I ......Q) Mal.SEPHU.nON 10 CUSS 1 GIA",Y' EXISTIR 2'x4'CCN' ) E WOOD P/A7E�(SEE SCHD%RE Cu SHEET i 1 I Z i 1/4.0-20x3/4-S.S. REO•D. 5 JLI—I—II t.^'•^.�� I/4.0-20+0/4'S.S. ` NA HNE SC$ews 1 MALTONE SCREWS W/ I I ; I USING ./4-20 KITTS ,I J ' 12 WALL 1/4-zD NUTS c 12' I o O.C. hI 1 TDLSIH I I f. o.C- -I .1 29 COM REO'D F'IAlE ,/ •T �-1'Min. REQ'0. ` 1/4'0 TAPCON OR TAPCON MTTH ADVANCED I �1 TKREAD:ORM TECEENOLOGY W/1 1/27 ( �� ' 2•}4'COM. Mirt PFNETRATNN OF THREADED HLA TO TAPCON OR TAPMN WITH ADVANCED SLL F"fATE DZTMC WOOD FIG111EA. ' THREIDFORM TECHNOLOGY W/1/r M4•CON Wfnl AOYhNCED 1APCON ORN-SEE SNEIT 4 FOR T'rPICN. REO,s• ' (Sff So ON SHEET IS) 1 Nin.PENETRATION Or THREADED AREA 1'af0 PLYWOOD 1 TUiFADFORM TECHNOLOGY SHUTTER ASSEMBLY. (SEE SCHCDUIE ON SHEET 15) EJ05TI:IC M0L 214• /2•NLN. `I WaLL FWTSH STUDS O 16.O.C. PL1Y1'000 REO.O. W/1/r Nin.PENLTPA7g7:OF 2-MOIATTL S£C110N5 C4N E£ 1/2.ICN.COX PLYWOOD REO'O. .MDS 0 16' D TO DE 1YA'.1_FIN THREADED AREA VITO PLYd1o00 COMBINED IN ANY WAY TO IAN.214•STUDS O 16.O.C.M4%.REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) suR HTr¢aSTA1.lAT1w. ®HY WALL SILL INSTALLATION PLYM'OOO TO BE ATWM ED TO STUDS IN AOCORM40E ACCORDANCE MSH uml SxnaY zwa of THE Fee SECTION z�0 TLE ®HV WALL SILL INSTALLATION •sg mons of v E of P HV WALL SILL INSTALLATION Fga mADE on S T S FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane Zone, 11/111111111a1/gdd/ 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A■S.S.A. Accordion Shutter System KV �S .BLADE#1 W/OR W/O KV.m"N sADE American Shutter Systems oe unnc% CATC DRAxN er KL TIW7 TESTING k ENGINEERING COMPANY ASsactatian, Inc. I pD 1t-1 E2 4Jt3J15 GATE: 4/S.3/1 . 7k * assn KR,ssa s.s xs,t-0—C AUX.'S.ELO TY sT+ Phaan:(305)3TI T.F-:(305)x71-1531 4266 Westroods Drive 2 —. 1 1n—* * West Palm 8coch. FL 33407 a —DRAWING No 15-085 WAL;TR w Tnlr,�C P.E. P�E��cr �b 'OATL TWACA Lk.0 44167 s 1 SHEET a +1 16 OF 20 nw t � INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Cl) HV & HV♦ BLADES {AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13MEin ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.Q. S PRESSURE BOHR. SEE SHEET 19 FOR MAX W""`�.4 ' SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _��., �`. •(APWN WITH DANCED 4'x8"(kSn.)ExmLrI o � x YY -' THRiAOFORM TECHNOLOGY WOOD BUN REWIRED. --•--- — 'EDGE(�+ C��•=) y� W/1 1/Y Wn.FetEDUTION 1/4.9-20x3/4'SCS STRUCTURAL ADEQUACY I WOOD GEAU Or THREADED ARU TO 1• PMOL PS TRUSS HEAD TO BE BCERTIFIED BY EXISTING WOOD NE4DER. (''IIu,. EA75TTN0 WOW •�'(SFE SLTiEDUIE ON SNCI:T 15) { W'OONE SGQEHS REOi51FAED FJX7Ni.FR OR ___ _ 0�- W/I/4'-20 NUTS ARCHITECT PAW TO RAFTER Ea^OR 19 "•E E O t2'O.C. SKTr ER INSTALLATION. A 1/2' ,/2• O.0 O 24' O.C.RECtRRED 1/4-9 IAPcoIN OR ca i m i TAPCON KITH ADVANCED 7 DaSn NG SOFRT ,y7• THRFADFORM TECHNOLOGY I 3/4•uar.TW :( \ Ma. W/1 1/2'M'x,.PENETRATION OF THREADED AREA TO 0 /14x.1/4 1'r4'xt/t1'CONT.ALUs.TUBE nl a2 '� �_Dp"O}4eL DOSt01G WOOD HEADER SMS. it (x093-Ta Auol�w/ I O 9'O.C, {,S)•/1C9 EAG SCREMS fD (SEE SO4EDULE�i S/tEE.•15) 1 I 1 Or or 1© TACH RAFTER OR TRUSS 1� •r••, T or 1@b or 1© 1 I {.....••f. I LOCATE EAI.SCREWS AT MDNtDTN OF CCsTNG WOOD .. I L_ElO TING LEN 2•x4• 1 ; I MEMBER.W IF..Hou7u- EJOSnNC---1 HEADER fEO'D ' OPER HOLE AT E401 1710Ii1)W/2' CRASS {�, AIN.S3'AM77CN TO GLASS EJOSTII+G I I1jjI STUD TO��T �{�J - PENEIRhTiCt!OF Rt*tfiDED { (SEE SC74EDtRE d<N S11EEr I1) CLASS {B 1•• 1S AT f'C60 I OF TT1 AREkINSTAVAID F RRN 72ps.T_ SQ HV WALL HEAD ER INSTALLATION I is sm 16BRIryJ)1 3 ��w—1 ro�� I{Bllpl sr°ALAMN -,His --1 I saaut a sm ,1 RR GIME O)No ♦ FOR WOOD W/LAY:.SPEC9IC I a sHm,a,TR w DOR 1„12R DAicmNo CFAWTY Of 050 As DOUGLAS I O�tDA� I uA�meQg k FIR OR 4D`JT16_RH FM N.2 - STIff.T 4 TOR TiT'1GL SNVITETN AS4L9.Y .-I 4 1 OR OR EawL. 2- ^a SM11"CM BE Ea9mJav 7,HV CEILING INSTAIIAT', u a ArsY MTAY 10 SLAT MY"MAUAMN. _ U V COUNG INS TION i T --C?7GR k9�° , 1__ EE C4-DUL SEPARATION 70 GLASS -J 11 FOR% v 90- 1 c�AAA770N I .. (SAI 5`53-�DULE ON SHEET,L) Ex6Tur. ,'a Sw a a� 3 --I To GLASS t I I-.._.•..__.ftp GLASS\\l' t I v �-1 ""-Q I Ta7+A �� s� 1 I I CtA5�1 f'1 ( ANCHORIsRi sRNc7 810.3/4•Imo( MILWCT. WCWASHER HEATTEN 1 OEQL REOUJLFD 2'AG'M2L WOW SCREWS O 12'o.e , (NO FINISH ;'•,�<� bra DECK 11£p17tE0(ND _ — -. ALLOWED) FVIISH EDGE EOGF OF DF'KL2' t„-- -IECK IF OF EDGE OF DECK Lf AFPLKABIE -•.Y._��_ ”-EG:- •--"••- APFUCABLE 6 APPLM1bLE \ 1/4'9-204/4•S.S. -- -- -- - •� I 1/4.9 TAPCON11 OR 1• PHILLIPS TRUSS HEAD _,;,"=2 '_ _ CL•"-�.��, r 2.4-COLO. TAPCON WRADVANCED N"' MACHINE SCREWS ----s/�-i 1/4'9 TAPCO4 OR TAPCON WITH WYAVCM I� THRECFORM TECHNOLOGY W/1/4'-20 NUTS IL` TNRCADfORM TECHNOLOGY YL/1 1/2'Kn. 2'MOL:-- ^M PLATE }:� W/1 1/2•M;n.PENETRATION O 12•D.C. i/4'P TAPCON OR TAPCON WTTH ADVANCED TFIREFDFORM 2-MIN, PCIETRATRON OF TILReMED REOro. OF THREADED AAU TO TECHNOLOGY W/1 1/2'W1 PENETRATION OF THREADED AREA TO D(ISTING WOOD HEADER.(SEE -- COSTING WOOD IGD£R. AREA TO DOSTING WOW HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE Ri 51,�T t3y (SEE Ba£OVLE°"sELTT 15) .sE IfMTA1I 5 of rsE mR (�X HV WALK—OYER INSTALLATION HV 'WALL SILL 1NSTA TIQN r-n r 79 W� FLOOR ItiSTALLATION F10RlDA BUILDING CODE(aon High Velocity Hurricane Zone ,,,,•�SER A.rrt� ID 2013 FASTER//METAL SUPPLY,INC. BERTHA HVTM /7 TTME C�0 , A■S■S■A■ Accordion Shutter System Kv aME gl w/OR w/o H.v.varaoat HAOE D: Srr {!�':*E TILLIT TESTING &ENGINEERING COMPANY Ametiooll Shlitfer Systems O�I`wm DATE ,wan Or ui z 9T� of rise N..x".s1,w am rxww uvuur,naxw ss,• ASSOCIG}16n, Inc. , e?LD 1T-192 4/13/15 Ot1S 4/73/15 �� Pt—;(30✓)071-1530,r..-(305)971-1531 4268 Westroads Drive 2 piLiKTNG No West Palm Beach, FL 33407 3 r/Nat Era ,>A.ITL T'3:.P.E � 4 15-085 P.E. S/EA!/ST�Y.TAYURE/DAT[ 0�0 C a t 4•,x2 a SHEET e 17 OF 20 END INSTALLATIONS HV BLADE OR (11A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 11.• WK.= SMS lmon 111•tTX.owt rr tos ('snm I1tLh ma soap suns_ t/•'.tRca - Y.r ITL 1n mnru o \ r Rua o a•oa \/ STAT tP U 10l rr1v1 G- tn. al= CAM r rot •F ry /C\ S11R5 IRR. ��omvro CWS � C�tlASS i � \ 4� . OOSmE f1l.R tam smw.•ot �. ^m rn•rt m ^-.••.r-.*" 7imt. -, a omta tn•Iz9t.co. m w.;z 6a n IOI�9RI m'wa +ftc•.s' n 1w a.a ORo ', cam•--- saEvt a mus nr.000. MON. a+a rs 3m n ra !Wim) .+tet '/1• m'i tv+ mire w� tfr 1t rart efu mw - -�10�1jn� SLS �-- NW.w �� �1[ �•• 0/6 O.C. V�BtOnG�;^ -�- froeai••LPf R1OWii /, q1. wvr.tRma 5 4 muu roc , mrw:a vc,�t •U)oa QN �cao:'e�X„ 1°ra t[s"" Dom.KN ,as moff! ®•o•Ca}G)-aO�.y�_/ svcmec�mn p-Cf-�`p�.eQ-�•iy m,aecs6-�C��E$- P+- (0:07-0-&-0(?rtQ3- rolwva -Cs- O-CU•}®Qfl�-•G�- 4J•0 0 �@- ©•0.0-(QC'�-�f3•.CO4•••�Q®#-- p(.�••O®-•flL�-•CO�•.t�Jn)••Cf��•. •O f�-f9 ® END CONNECTION DETAIL 9 END CONNECTION DETAIL O END CONNECTION DETAR(� END CONNECTION DETAIL 1]A1Ma •1SIra�ou rca scars crauw 1wx tr-a• __ T 11 Rr�bj tlr.tRm cows tp•.tum tmt r alts. _.._. __.. .._.~__._..,. iRSRIC G1+� I 4fvr[n4•W o t7 nG rf 1 t/1•lteL b+e t� mcmvut a tz as. m E ♦ E 11L1fA11DNS OF USE FOR .rayMsv / t/r tm, tai rma nA[mw�u q IPUIX1�/,ON SWET 19 InfL a.1l31 •._..., �(� a n roa tn•to / i D -- -' V CIP O• ,I-�°,5�••�/ I r"\! / I� mos 5" 4 - 4 ; VIEW ,@.G- 0- sltss t¢o•a rraxELAN c�Ca-C4 C 4•(9 n'0-fl' 'fl DETAIL � END CONNECTION DETAIL 0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Hlah Velocity Hurricane one: \,lilt Itf(j" ®$015 FASIEP•N&VAL SUPPLY.INC. a 7'1Z*' ......4BERTHA HVTM �T CEN = A S A Accordion Shutter System ■ ■ ■ ■ KV IXAM gt W1 OR W/o FLY.WWON MME TIWT TESTING& ENGINEERING COMPANY American Shutter Systems DgczDnoM #a N.1...16 W.aa.. GOWNS.rte.33, Association, Inc. , OLD T 1-19z �/13/1s cafe 4/13/15 TATE QF - ,t3es}m1-tsaa.Fm,,(sos}s»-lsal 4288 Westrocds+@rive x DRAWING No �� ' F�DRIDP = Q`6�e' r :taa adsan Viest Palm Beach, FL 33407 s — 85 RAWrZr. EMElS SN P.E'JJAW96E/DATE 18 OF 20 �"�'✓ •GENERAL LIMFTA71ONS ANI)CONDTIIONS OF USE FDR BERMA A A A �y C1�HV BlJ1DE ACCORDION SNImm UMWORI(ING N A 0 1 p 1 p 1TUNtSQN WRH HV WINDOW RLAOE fJ N Y Y Y Y 1.WK h50.p9CN W3SS;M RATM+110.- 110 p V. 1 2.WX SiMM SPAM W S.N10WEE)WXMINCS`A D.G&N ON S1BE15 6.7;AS WELL AS NOUNIMUS N.0.T.I&If ON 9¢EM 16&17. ONa•CEM MLKrES( tfy(001H MOR 0a OR NO fME UJOVE0 WITH int rl� H 4 S ( RMRIU� FIEBE UDED1.ONLY AT DaDVM A.C.IN CASE OF M SDE OF O I 4°V 1 .0.TgE M.EA END • ` A 3.{A)ITV WiNWW BRIDE©SNAIL ONLY AUDW A YALi/N OF 5 OPIMI S (3Y HOLW)FOR®PER E7A9E AT S7AL`11CS. SHOWN ON SHEET 4. 4 &M_ NAIL S WltY10WS H Of)ANY 30 W EOR SAWL BE le. EDGE 0;'til WINDOW MADE ALLA'AID AT 1+J WA1WW RUDE . (C)fWSf ORU}•T BtILE 00"OUf FADY 5fA4IFPF AT ENI MAY BE FN WOSIOW BiME l!� (0)1FJ WINDOW BLADE Q YtlsT BE USED ALTF MTE TO A SOLID W MARE(D 7HROIGfiCUT SFJROYS W,OTlT. � D (E)CE €771/I�TES WL NSYAYS B2 INSTA:LED M.A.,^ETir TO A SOLO fN o A • 1.ddA HiADE t AT EW SBE OF THEM SEE END (F)POLYCOISONATE HJ WMIOM tI J.55WBE INSTALLED SO TK4 VM FACE CONNECTION Ep9 THE INTU63R OF �,7L$OFOCNG BW PROTECTED.W WINDOW LW WM BE DETAU ON SHEETS�`' � _ ONLY INSTALLED AND LOCKED WNG A W SERO.:TOOL PROYDED BY ASS& 10&18 TPP. r Kul§ I= FULL HOCLR. O�jA 8,SE Mrt.SPACPar SCIIEDUIE FOR 01.11C.14 INTO WOW 0141, 3 �7' 1 LgLy4�� IT1XWWDS ON SHEET 15.AS MaED BY SPAY ANO WEIlGN=a(SEE NOTES &2 ABOYtI. Si 7.SEE/N:1gR SPA=S7fEDtAE FOR kYSfAlAiIONS two POURE9 H "Ift-11C OR CO:WM M=WALL"SAES 12&13 IV L=M Be SPAN AND DESIGN LOAD(SEE NOTES L&2 A20,1}. (SEE PLAv ELA(ftEOVIREY LLU. �O� D e.WCUM N SEPAMON iSCHEDULE,0 CLASS SC {R�POR ASN E-1996: TTP TOP&DOLICY W7CKE UNUM SEPARADOII 70 GIAS9 N —OtAri0E0 VnOiN— w — p� � ORD 1 Halo s 1' ELEVATION UK UD'Aw i To CLASS EDR'"IING GLASS—1 5aimlAE IN StE<S ti ffR B/CCm 4 625' ----L------- — AwaR7rsss�EETTarLUl---- P. V7 1 \ @ 4 P. sYuurnacAl,_cEr+TERYAT[s��a/ � _ ��•r— .�.—_'—_-------__� / ��'A90C `1 W 2A OR 5 AND �� 1F/O (5 ROTE s ASOYYE) PJM .Lk11� TYPICAL(HHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ���---- N.T.S. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone `AYALL1p11ttllllllN//yq 0 2015&ASTERN PETAL sUPPLY.INC. BERTHA HVTA1 A S S A Accordion Shutter System 7T�lI. G C 0 1 N E: ■ ■ ■ ■ TLV.RACE#1 W1 OR w/o KY.WNWN RAE �': / /.J` '*. TIWT TESTING & ENGINEERING CONPANY American Shutter Systems DESOW115N mix a+A+N W. at, -p G rav NN.TE IN sx. E GINE RINat-OMPA 171. Assoctatt071< Inc. 1 (Y.D 11-192 4,/13/15 01Te 4/13/15 STATF ns r -"--'—Q r4-.:(3051471-1530.I.:(3OTA71-153v 4268 WBstroads Drive 2 �,T:• �Oi7I0t`.rtZ�`.� <-,rol:x0005719 West Palm Beach, FL 33 407 s Cly,".NG No NG.A, WI:.RR w Hurt J.P.e. 4 15-085 P.E.AA$liAQA, REfOATE FLORDA u_.1 44167 5 SHEET 6 19 OF 20 INSTALLATIONS WIG) HV BLADE & HV CENTERMATES 41 kr..G CALY. Yb METAL SnJ0S ATO.C. IN-TO METAL STUD WALLS 0 6*OX- 47 GENERAL LIMiMp NS AND CONDITIONS OF US ALUMINUM SLEEVE R BERTHAMW BLQE ACCORDION SHUTTER 6063-T5 ALLOY 430 12 6 A B*O.C. 6'O.C. SYSTEM INSTALLATION 10 METAL SWO WALLS IMM A-6M MCRMADCV4A01"CWp-G-0 SENARAMON TO GLASS SCHEDULE C .MYA��=MM=To snw (2)twIr TIX SUM 0,4 f DQMG nwlsfl 34 i 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) a wuaw rAm AS APPWMZ 2. MAX SHUTTER SPAN: 84' WIND ZONE MINIMUM f ASTM E-1996 SEPARATION • NX SEPASAIRON .3. ALLOWED MOUNTING: MS ON THIS SHEET, 70 CLASS D=N0 MASS 0 -F-(SEE SCHEDULE) 1. 1/4-0-2QX3- BOLT 4. ONLY MATE 21 W/ 4 HV LOCK ARE ALLOWED 1 THRU 3 MUST PENETRATE WITH Y21 ARRANGED A S§1 ETRICAL LAYOUT. 0 �(e LONG. MINIMUM) MUST ALWAYS BE I USE 0 (2)(3 4 4. EY=OG FINISH -.0 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 3/4'.6 1/4'X 0="ROOK Mim AS APPLr-ASLE CENTERMATE. AWU-A'-M3 M=402'� GrALVAN=FASTUAM TO 1461/2'TV SMWS A enumR met 1. 9 6'OAL DS a I BLADE SLACK DETAIL HVFF IS ALSO VAUD FOR 112* CENTER 12 MATEn2l APPLICATION WITH BLADED PRORMUS EAR --I--OK HD SI 4 1 112*.aWS*11MCK 0 6 D.C. SIM A-833 A=1�w 40 COMPONENTS C-60-, .. MS WALL HEADER/SILL INSTALLATION -� STM AT 16'O.C. ING FIN*H AS APPLOVXC SCALE:V(V.IDP BOTTOM) D35'THICK M4,. �,�3.,.4"wv/rn.-T-RACK CHVINEL ASTU A-6W GRAVE 40 Wo.G-60 FASTENED 10 STLIDS 1/Z'TEX SCRE%S ON 43a 43b 43c MIN. CENTERMATES W , CENTERMATES W1 (SEC Sc U I 1�.','ANTERIOR ACCESS SLDE' EXTERIOR ACCESS 20 4 J I 40 rly -C 11@ P2 INETS 21 t 1 2)4 LE, 2� 21 1 21 C4 AT D� HV I R/Sa ENDS ....................... VIEW ;Z7 (6 i L(@ 12 /4- SIDE CONNECTION TO TRACK 1/2*MA)C 9-44X (COME.) /2,(Tr-) Byq BLADE SLACK 99JALJP—E By FL9R1114 BUILDING CODE(Hon High Velocity Hurricane Zone: 02015 EASTERN METAL SIMPLY,wc. BERTHA HV,, 7-7 —76 c�—o , c: A.S.S-A Accordion Shutter System 57L E KV.BASTE#1 W/OR W/O KY.WNDWRADE TILLIT TESTING &ENGINEERING COMPANY American Shutter System's DATE DPAIN Br; Azisocictlon. Inc. q-13/15 Win -49/13/is ILL z fix 3",5� V.WM rwwr�rL06 ft—-(305)871-1530.F—(MS)571-I531 4268 Westroods Drive I West Palm Beach, FL 33407 DRAINING No 15-085 ITAU09&TLLft&-P.r SHEET 1EET 20OF 20