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HomeMy WebLinkAboutProduct Approval RECEIVED APR p 7 261,6 '.' "mm 91ma-11-11 .�q.tl w. y k�^ 'p;,r;; BCIS Home i log In i User Registration i Hoc Topics Submit Surcharge i Stats&Facts Publications S FBC Staff SCIS Site Map Links `5eard� usines r/'�r('p [ I�r Product Approval I()f 'SSI � USER:Public User ;' 1-1 !0-,, 0-,, v t El=M OM Product Aeorrrval Menu>Product or.4DDlicatioq Search>Application Litt>Application Detail Application Type Code Version 2014 Application Status Comments Archived i..s Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetai.com Authorized Signature Bill Feeley [rodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion __j Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-6 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 12/31/2017 Validated By John W.Knezevich,PE i Validation Checklist-Hardcopy Received Certificate of Independence FL389 RS COI HV ACCORGI4N CI NONfiVf#Z Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 200$ ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion S Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. 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 FL389 RS AE A.S,S.A.I NC. P.E.R. f)Rjl%G_ Positive ASD load and 13'-O'for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,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.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating o +72,-72 and 84"for+64,-64 psf.See shet r other spans and ASO pressures. 389. Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 10 y ( I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved foruse in Z:No FL389 RS II A.S.S.A.ih&. DRWG.I Lj! Approved for use HVHZ,.Yes Verified By:American Test Lab of South Florida Inc. Impact Resista Yes Created by Independent Third Party:Yes 'Y S Design Pressur, I L-N/A� Evaluation Reports .vel'�r Other:Large mii evel"D".Max.Span is 16'-0"for 30 FL389 PS AE A,S.S.A. INC, P.E.R. p.s.f negative ASD load depending on centermates and Created by Independent Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-O"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HVIA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by t,ackF COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 H 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.Max. 16'-0"span at 30 p.s.f ASO load FL389 R8 AE A.S.S.A.INC. P.E.. for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party-Yes 112,25 and 28 respectively Back NexC Contact Us:;1940 North Monroe Street Tallahassee EL 32399 Phone,850-487-1824 The State of Florida is an AA/EFO employer.Cepydaht 2OD7.2913 State of Florid�::Privacy State en ::Accessibility 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 seacl 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 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addrc-,s if they have'-.e. entails provided may be used for official communication with the licensee.However email addresses am public record.it you do not wish to Supply a pel"nr! please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., dick hLrcL. Product Approval Accepts: W-5 �A R M 1.RMPA H.V•A(X,YIRUION SHUnER symiJ SHOWN ON THIS PRODJCI EVALUATION DO(:UMEFIT (P,E.D.)HAS DE-EN VCRIFICO FON C040PLWXE IN ACCORDANCE RIM THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SFWI NOT BE INSTA41M AT HIGH VEi.DCrT(HURRICMC ZONES. ---TT---pp---c— r��^- --e---T—c•�-1--tT—•--------.- DESION WIND LOADS SHA.L DE DE-TMUINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COIF,FOR A BASIC WIND SPEED REGUIRD)ETT THE JURISDICTION WHERE SHUTTER WILL !A[JLE o f Gy CONTENTS Y I WE INSTALLED WITH A DIRECTIONALRY FACTOR Kda0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VFJ'IFY THE ABOVE CONDITION,ULTIMSIE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 $NAL.BE FIW REDUCED TO A.S.D.DESIGN WIND LOADS AREA,11 }f 17 BLADES M BY MULTIPLYING THEM BY OX IN ORDERTO COMPARE THESE W/MAX, (&S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMrATION AND CO-1..6NCHURS ON t1iiS P.C.O.,els TESTED,WERE NOT FGvERASTENERS IN WO ED,A 33 z INCREASE IN ALLAWAGtf.5LRF?e5 FOR WIND LORDS WAS btTE USED IN THEIR SYSTEM COMPONDErS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FA5IF.NERS IN WOOD, BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LAME MISSILE IMPACT LOAD HAS BEEN VMFIED IN ACCORDANCE WITH SECT104 18011,1.2 OF THE ABOVE MENTIONED LODE AS PER SYSTEM COMPONENTS 21--37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET"4 TYPICAL WINDOW BIADE&WINDOW DETAIL -HY BLADE 0 10214.01-03,00716.01--03,11004.01-05,#11214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-2031 PRO1000iJ3 AND ASTM E--1084 VA1rRF � BLADE C)AND W WINDOW SL AnT; t% AND E-1986 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MWILE, AREA 2t �� PILC+ -FIV WINDOW BLADE 0 10509.01-08 AS PER ASIM£-1886 AND E-1996(MISSILE LEVEL,0,WINO ZONES 1,2,3)BASK PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL,SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2. IfY BLADE i AND FIV WINDOW BLADE INSTALLATION DETAILS A--F,CONCRETE/BLOCK SKEET 6 (� ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER TIE GENERAL.LIMITATIONS AND CONDITIONS OF USF.INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M,CONCRE FIGLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREY75),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAD_BE#142.79"AND 114x1,75"RIEPEDTIVELY, 410-HT MINIMUM SEINES CENTERMATE DETAILS FIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 k0E TENSILE STRENGTH,PINS SHALL BE COATED WITH 803RLA HV DACROSHIFID COATING SYSTEM AS MANUFACTURED BY APPROVED CIONTERMATE AI.TERNAITTLG DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED W(1N AMERICAN SNUr1ER SYSTEMS A'=CIATION,PINS MUST BEAR THE HV MARKING ON TNFJR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL DE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS2 AND 3,MINIMUM YIELD Srft'NCTH FOR 6063-TS ALLOY IS 30.0 ks{AND 35.7 list FOR END CONNECTION OCIAILS 1•-6,CONCRETE/BLOCK SHLEr 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL.SCREWS TO RE W/FLORIDASTEEL 304 CO 316 CTSI SETTLES OR CORROSION RESISTANT COATED CARBON STE0.A5 PER OIN 60018 WTilt 50 iwt MIN. YIELD STRENGTH AND 110 ks(MIN,TENSILE 5TRENGTN, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET )3 AND SILL COMPO'/W/FORIBUILDING CODE SEG1L()N 2411.3.3.4. 8,BOLTS TO 8E ASTM A-307 GALVANIZED 5fEEl,OR ALS!304 OR 318 SERIES STAINLESS STEEL WITH 35 wMINIMUM HANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14ELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET is 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Cil: 1413,1405 AND 20 INSEAIATION DETAILS M-R,WOOD SHEET 16 IIV BLADE Q&4+% WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA M.V.ACCORDION SHLBI R SYSTEM BEARS A U.S.PATENT#8'770,582.COMPONENTS ar THIS APPROVAL ARE COVERED.IN WHOLE.OR 8;PAX[BY U,S_PATE.NT 16'458,179 1.'-LED TQ EASTER END CONNECTION DETAILS 7-12 & X.WOOD SHEET'18 METAL SUPPLY,INC. . 9.R$HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3. HYVAIN B AF ONLY ALL SHUTTFR COMPONENT EOGE:S WHICH REMAIN,THRU FASIENRIO IN CONTINUOUS CONTACT WITIH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST REAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.DUIIINO PERIODS OF HURRICANE WARNINGS HOME OWNER,TENAM,OR GREERS,MUST PROPERLY CLOSE ALL FN AND HD .1�'�`�� (,},ON C@MHV ERMATIES AND ENGAGE OR LOCK ALL AND HO LOCKS, AREA 4 WINDQiT LY TI.SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCAFON AT ACCORDION SHUTTER 9i ACCORDANCE WITH SECTION 1710,6.3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET'20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1710.8.2 Or THE FLORIDA BUILDING CODE, 12.BERTHA H,V.ACCORDION SHUTTER SYSTEM'S INSTALLATION STALL COMPLY'ATTR SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY TM£JURISDICTION WHERE PERMTr IS APPLIED TO. T3,(0)THOS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,La.WHERE THE STTE CONDITIONS DEVIATE FROM THE P,ED, (g)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION 94OWDINO LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E,D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SMALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCITDN SAFETY AT SITE IS THE CONTRACTOR'S RE5PON5eurf. (c)THIS P.E.D.WILL 6£CONSIDERED ONN.1D IF ALTERED BY ANY MENTIS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d1 S(TE SPECIFIC PROJECTS SHN2 DE PREPARED BY A FLORIDA REGIS!'EREB ENGINEER OR ARCHITECT WHICH WILL BECOME RAE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE REEPONS18LE FOR THE PROPER USE OF IRE P.E.D•ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SNMI SUBMIT TO THIS`LATTER THE SRC SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P-ED. SHALL BAR THE DATE AND ORIGINAL 5£AL ANO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It, �1*161111*21— FLORIDA BUfl. I CODE(Non High Velocity Nurrirone Zona e,... 2015 EASTERN METAL SUPPLY,INC. V UG rf�j jFr P ..I..n. w w ~I{^ 0. z = 16 ECU !1111:. A■A.S.S.A.�,,�;■ Accordion Shutter System TLV.ll.ADE#1 WJ OR w/0 1-V, WINXIM RAM o: w rJ/T` American Shutter Systems TELLIT TESTING & ENGINEERING COMPANY Association, 1 Y tv, IPROR OA MWR Kr. at. 4355 N.W.feat SL Sb.LRS.mm'"'A r✓MENS,F1.OMM 13l r nQ. 1 OLD 11-192 4/t3 F5 OATEt 4/43/15 PAe„e:(305)671»1530.FAA:(JOS)871-1531 4268 Westroads Drive z ...HIS,r�`1a -P`~ o-Enu m1 HLeom West Paim Beach, Fl_ ,53407 3 DRAWING No `•yAAtINAL E�l71AAA wnJTSR A. 7 nuX o.c 4 1 5-085 1 A I'VIRM A Lic,E 44157 itiRE:`ShTF.. _� b _ SHEO OF 20 _?_ .7V RkAf, 1.49 41:j -1 IM MI AM kINIVERSAL FLOATER (i)BY 2Q!ZjA(r_ STARTER 'DAT, 5458179 UNDER US 11 QUALIFIED FOR USE W/ IIV BLADEQ) Hy 1) H11 SLADE OR USE W/ M ISM B WE- 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE r1a AIj.OY AND TEMPER at AD -SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063•^rr, ALLOY OY TCMPLR 6063-76 ALLOY AND TEMPER _... .. . J A�0'­.. .1. .......... r 085 Zql Z 72 J .......... C?)HV AQJ. ADAP vy-uln L4 QUALIFIED FOR ?'E'W1 W Cd)HV WALA-0VER Cj QUALIFIED FOR USE W W TRACK 6063-16 ALLOY AND TEMPER IlLAD"' QUALIFIED FOR USE W/ I rV RAINGUARD QUALIFIED FOR USE W/ HV 0063-T6 ALLUY A TEMPER v3LADF 01 ONLY. BLADE_1 0063-TO ALLOY AND TEMPER @HYQUALIFIED FOR U E W,/ I W63-7`6 ALLOY TEMPERBLADE I ,fir 1 6 ALLOY MPER ._08:5" i5.. .4.3• �B .OBJ" ;c -- i n36` .................. .1w 99- q:. n S 070 A,g1r 670 1.688' v.1- L tm in, HV CEIUNG HEADER AD-CEILINa, HE IZILL Lit QUALIFIED FOR USE W� SLADE�DO QUALIFIED FOR USE W/ HV BIA I Q!)KLIFIEO FOR USE W1 HV BLADE(i)ONLY. 6065-TS ALLOY AND TEMPER Mmm"INll�"" SEE SCURONS FOR VALIDITY.- SEE SECTIONS FOR VAU QUAUFIED FO.. USE W/ W1 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND EP. 63-T6 ALLOY AND IT COMPONENT A a T1 T2 QUALIFIED FO USE W/ IPI IT 5'WAX, 1/6* 1/8- ........... 2" 5'MAY. 0.102' 0J92' %OE ANG )an QUALIFIED FOR USE W1 HV ALUMINUM AIJOL 6) 2.5- 7'MAx, 0.190, 0.190, \,`VAUFIED FOR USE W/ 14V BUTS.(1) - QUALIFIED FO&USE W1 HV ---- — -- 13LADE(f) 6063--fG ALLOY AND %MPER SLADE()ONLY r 5*MAX. 0139* 0.131' 606 - 6063 16 ALLOY A KIN I FLORIDA BUILDING CODE Non H12h Velocity Hurricane Zone� a 20*fASTMax N MSUPPLY,)fie. ....... WgRTNA NV; Accordion Shutter System 11LIECO INC. AnSwSAN z KY.IAAM#1 W/()R W10 KY.WWN BAM Ametican Shutior Soanns WT TESTING & ENGINEERING COMPANY QATE DPAWK.E-' V.L Assoclatlon, Inc. DID 11-192 't,30.VMIMA WDENS,FLOM 3116t H.M.30h.SL. (303)871-1530.ra.1(305)01-1531 4268 Wentwadi Drive DRAWING N,) 10 rete�to�a.awrr Viest. Palm B-mch, ;L 33407 15-085 "'LILR& Ruff j,P.E. N R TE 1DR10A 1.1c.N W67 SHEET 2 OF 20 VAT, CIS) Rvj)rA(Z lrpJ MMI f4wa Gwry p4lary '.4a -31 L -C 7 & @ BY-UMERMATI, 1' 4 AA") ALADEQ-)& 11V ELOADN9 C w-Eaffm-= OUAUf-IE6 FOR USE W/ HV I LY 6063-T6 ALLOY AND TEMPER' QUkMED FOR USE W1 HV AIE I ONLY QUALIFIED FOR USE W1 14V E w w 6063-T6 AL0Y AND TEMPER t2,4i -Objrn.."HOM A— SiADE(j)& (.�ON L Y ALTIED FOR USE W1 HV BLADE(I)ONLY 010. Z.§,74- 6063-T6 ALLOY AND TEMPER ........... 14 Of OD'AMM R 140 20 x 3/4" BEFORE Rw.TING ri UNCREW * 4 MARIGN(2024-T3 ALLM LARGE' E M At q SIOX-1-NVMO.PART It MO.AS MOUFACMED AVUU, CKM tnoromw4l,11ARtmaw"M NEW imsty OR POUAL PLN4 FRO14T OXVAInOW HY►MALi "T......... ...... CK CENIgRMATE LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE Q)ONLY HV FEMALE "T" LO.C9 ENTERMATE ALIFIED W HV QUALIFIED FOR USE W/HV BLADC(DONLY 6063-16 ALLOY ANO EMPE R QUALIFIED FOR USE W1 HV BLADE()ONLY QUALIFIED FOR USE $063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TD W/HV BLADE(1)ONLY, } ONLY. --lp V2 tk qHUM UTURN .0 an)DFA OR 214, .0. tTYNCYL(NDER 14 ..6 Ile 0.873*Min. *t I I 1 0 M^ft .125'M.K. HD CENTERMALTE W4 NO LOCKI HD CENTERMAT -- -- --"—K QUALIFIED FOR USE W1 HV8 QUALIFIED rc!R HV BLADEQ)& IA l 0 6063-T6 _ AL HO CENTERMATE'S INSERT r gUALIFIED FOR ILIAL USE VUAD E 8063-f6 ALLOYNDIEMPERC0-20 S5,OR 316'--18 11MOS1011M. ca" Igo 41 CYUw T t5fll Max, CKING ROD 1,', QUALIFIED FOR USE W1 W BLADE(} HQ LQCK 6063-TO ALLOY AND TEMPER (�o HV ..ACETAL BY 1/4" 0-20 ACS] 304 BY REGEM"WOWARE MOME LOCKS SERIES=3 HOOK BOLT LOCK. e�s 15INSTALLATIONWILL REQUIRE A OLE THUMBSCREWS IIES S.S. THUMBSCREWS QuAunEo FOR USE w/HV 9LADz(D& @ EMBEDMENT UALIFIED FQLJ%%M!Wsrjjy BLACEI QUALIFIED FOR USE W/ 14V BLADE(j) RONDA BUILDING CODE Non High Velodly Hurricane Zane 0 2015 CAVERN METAL SUPPLY.INC. 8 4A H Accordion Shutter System A. .A.S.S RX HAX#1 W/CR W10 KV.WMW BIACE American Shutter System a MCM110a DAM (ww" TILLIT TESTING & ENGINEERING COMPANY D i�'-�el- L I�R- 4113/75 .r 0 355 NN, 36%.ft,Sts.305.WtGm Gkotom'namh 3MOC Association, Inc. _T LD 11_192 3/15 ph-0:(303)871-15W (305)01-153f 4268 Westroods DeNG DRAWING Na Went Palm Beach, FL 3340 15-085 xim I IIUJT Is. 4 FLORM11 U1.N 44167 5 SliEFT -3--.OF 20 SHUTTER ASSEMBLY 7(_,HEDtfL_E_FOR HV --------------------- L VCC TO r p HV "LADE I tA) Jan 962 it HV SLAGE IA W MNWW HLWA(A .0 25' -at"?b '0825, ..................... ....................1.................__..........- HV I-ONG RECESSED NYLON BUSHIN(' 1 '0 OpFnx 1 .0925 ,,787"r^ y KXIJCKLC ......................... .........._­­.......... ------ -Q,* SHORT f (Typ) �.a�=ECESSED NYLON BUSHING W NYLON HAT WASHER (D OR 1 JI.Al PlOIMN R0 0,110W®R W WHEEL CARRIAGE AISI 302--303 SERIES (44) 0.870"x3/113'THICK NYLON WHEEL. 2 7/8-MIN. HV W19DOW 0.168'0 AISI 302 SERIES S.S. RIVETS ........... 0 BLADE -.0625, MV 1 3/4" ACCORDION PIN W/ J8 HEAD EXTERIOR ...... ........ OPM]NrS & F I(V 2 3/4- ACCORDION PIN W/ #8 HEAD @ ERS Q.Mo F .......... 4 A PoLycArzaONATE IMPACT RESISTANT HV WINDOW' 17,7, CLEAR DEVIFEN TYPICAL HV WINDQW BLAU LQLAW DDR POLYCARRON&TE HV WIND_(&_DML @ (9 or I TE .1 r �Nel§ll"1121 EIL (DOR @ I AT WERIQR BLADE KNUCKLE FORro CEU"E RESINS. UV-7ABILIZEI) CIRADE OR SABIC ----4---­-- —L MADE 9qll)M INNOVATIVE PIASTIC LEXAN 103 RESIN 01 OR 11 — k (SEE NOTE "F' ON SHEET 19). I0 1 (1) HV PIN 40 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF I-TV ACCORDION SYSTEM W1 HV(D OR POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. R AESEMPL-L. EXTERIOR PICA! SHUTTER (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT v PIN AT Typrx FROMMS sygem — am OR EXTERIOR 8OTI'OM KNUCKLrS OF HV ACCORDION SYSTEM W/ HV(1) 00.324 BLADE'S KNUCKI.E.' LVrueaL BLADE WHEN CORRESPONDING TO INSTALLATION .11-, SHEET 7, (SEE NOTE * FOR SPEC=OWTV MIM 0702 0Sm avq'* 0.043 Ib'w REQUIREMENTS) wxW&DIL, I TIXSKE Mw Z11"01w ASTU DOM 9.400 F.J. P-40-1. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER nSOIRk 5"nom AT*11) Astm WOO zm p..l. 13,41M p�.L VIXXWOL Asra DM 340AM pl 7 5.000 AU SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET AM 02N is ft-&M lls-61. 020 WIN" AVIII * 4'7s 9 nAM #EL CARRIA09 MAIL PJOM PAIR OF PURWO ffEM11 Y LAYOUT Jew M5 C-1 CLASS C-10 x wx %V ou"rMN ASIW DIwa 19K WAUMW flow 0 5a TfRof=04111 MR!WAnMi AMU M 0=P.-L am F.1.L HY BLADE SOLID & JA EIY-W11400W- BLADE DSI MAE Ku ouw www" N.T.S, FLORIDA BUILDING CODE(Mori 111 Velocity Hurricane Zone] 0 0 206 EASTERN MrALL SUPPLY,INC. VXCEAf, BERTHA NWr Accordion Shutter System �v IILIECO-m.. A.S.S.A. S I ■ Kv.HAAS#1 W/M W/o Kv. www R'Nx IIUJT TESTING & ENGINEERING COMPANY American Shutter System Q9KK_lprlQX aAt u. ATE OF 63"0.1,Jft.St, Association, Inc. M�*'_lll— DTAWN SYL 5t�30%wrm Comm PLMOMA"I OLD 11-192 4�13/1$ DATE... 4 23/23 pm.. (X.5)871-1530.Fa,:(/0.5)871-1531 4268 Westroacis Drive 7 ORAWINC No "\�z .0 West Palen Beoch, r, 33407 —3 1�1' ES-0098719 15-085 NAL 0 WAL)PR A.ULLIT Jr,P.C. 4 P FLORIDA Li,0 Jr, 5 &viA URE/DATE SHE"Cr 4 QF 20 61. 4 @ 014E W LOCK or _4 q- SHALL BE USED AT 112 OF SHUTTER SPAN FOR ANY SPAN 'I 5 'OR OW CY BEHUTTER PAN FOR SPANS UP TO JOV,AND FOR INSTALLATIONS AT ANY OR 1V ABOVE W USED AS AN INSIDE Oil OUMDE LOCK.ATTACHED TO 0 OR ELEVATION. W LOCK'. 0,�42MA CENTERMAIES W/(TIERR it`4'0-�.O x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE A'S IND01 All IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES- UP TO TWO W ..... 71 LOCKS NNSCTION OF LOCKS'TO MTERM&TES SPALLseAS INDICATED ON NOTE(1)ABOVE, S SHALL HE AS INDICATED ON TYPICAL SHUTTER ELEYAT N. KMM I I I 2ff CONDITION#J_98 UMMM MAN og (B tm WM" Hy I LOCKINGODS OR"ARE NOT REQUIRED ATJURRICANE POSITION,BUT MAY 9-4i (0* RODS 6 OR AN ALTERNATIVE DEVICE BE USED IF DESIRED TO F SHLITTERRPERF0 E. LOCKING ry MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 6il SHAU BE USEO&W=X1 W l ANY SPAN AN offli 0 INSTALLATIONS AT ANY ELEVATION. HY LUQK IZj or qq SHALL BE U Me OR INSIDE LOCK, ATTACHED TO 4%CORNER BENTERMATE W M) II�4 *i6iLtz-LONG FLAT HEAD S,S. M.S.TWO LOCKING RODS BOT USED, Lod N F. L AT TOP A M SHALL LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EILVAR014 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 19. Roo-Wo VI F h q� - S. Apapa *I V410 ONU I I, I U-11! 101NE MAL7ERA1.wA1EftffV LOCKALq=BE US IN LIEU OF IIV LOCI, 17OR ANY SPAN�AHD IfWT ;ATIONS AT ANY El"AnoN. MAY BE USED AS A14 SIDE OR OUTSIDE LOCK.ATTACHMENT TE Lop OF 1/4-0-2DX3/4-S.S.THUMBS, CENTpMATM SHALL BE WE W/ 1/4*0-2Dx3/4'ALUM, -17 RIVNVT AS SHOWN ON SECTION P LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF siqunm SPAN. I F TYPICAL V 6. UMM&TORyCONIMM jU MR KWME UMMM MTNJAMOHL, ONE W LOCK @ or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR TO IN 1/2 OF SHUTTER SPAN FOR SPANS UP To W,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or 45 or q,�WAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED To @ or q�SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD B.S. SEE S. LOCATION OF LOCK SHALL BE AS INDICA7ED ON TYPICAL SHUTTER ELEVATION. M OF LOCKING RODS 0 W/ OR�q)TOP CONNECTION -- O .ECTION V AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON $HEM-, 1FUL0 k IB TYP. L i II OF CORNER *NOTES ON RV "r- LQQKS AND CENTERMATES: HEIGHT, CENTERIMATE 1. ,ONIF AV A ..w*r LOCK�0 MAY BE I W LOCKS 0 OR %I MR ANY SPAN AND I STALLATIOg AT MY ELEVATION.ALTERNATE LOCK�tLIADY TeNELJUESUEDOIA9 AN INSIDE OR U DE LOOK.ATTACHMENT' @ @) OF LOCK INCLUDES USING REINFORCING LOCKER @,AS SHOWN ON SECTION", SWEET A.WHICH MUST BE 100 @5 C3 (p). CONNECTED TO C94TCRMATES 0 AND @ W1 1/4'0-2D x 1 1/2*LONG S.S.THREADED DOLT W/ 7/8'0 x 3/3V WINGNUT AIN�4"0-20.1'S.SM.S.INTO A TWO 5 80 RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR IV (0 07 - I LOCKING _ TOP AND 80rOM IS MANDATORY. MAXIMUM BELOW MIDSPAN. USE OF RODS Lou gENl W E ALTERNATE HD LOCK IS� MAYBE USED 94 UFU OF DMV BLADE SHUTTER EL W LOCKS q�OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALnRNATE HD LOCK a MAY BE USED TYPICAL (1 EVATIOR AS AN INSIDE OR OMID6 LOCK.AITACHMENT OF HO LOC�X TO Q IS W1 3#8 x 3/8'F,R SSM.S.�AND INCLUDS r N.T.S. REINFORCEMENT imsEgr , As SHOWN ON SECTIONS"DB- AND DO-HVC,SHEET Q.LOCK MAY BE INSINIZU AT MIDSPAN OR Ir MAXIMUM BELOW OR A130VU ILAIDSPAN.USE OF LOCKING RODS is COWPLEIrEcy OpnMAL FL n-WovelocIfty Hurricane Zone' .0 A,T144`1Z ®2015 EASTERN MCIAL SUPPLY,INC. BERTHA-M, Accordion Shutter System . . .. .... IECO I tic.. A.SwS.Ax OR Kv. WIN"DAX KV.MAX#1 W�M Amedcan Shutter SystemsZrV.W MCRI1710H Mn MWW BY.- M.L. ­ - ... . ... E 71UJT TESTING & ENGINEERING COMPANY AssoclatIon, Inc. 1 UL 0 11-192 1 9,2 63"N.M.auth.%.Su.30.'Imam QqM0,RoRm 131w (305)871-7530.Fox:(3O9)871•-1531 4268 Westroado Drive 2 —DRAWING No Ri ..... ­.wL VIE-0043— West Palm Beoch, FL 33407 4 15-085 Wt,1Cn A.IAIJT Jr.P.E. I TA t1t--/DAT-F ftnfbok Liu.1 SHEE71'OF %0 ..__......... ._._._...__...�.. ......_._.�..,._...._•....._.....,_.....,...._..._...._ ....raNCRI:iG arcrwr,:_..,......._.�...._.._..._.....__.,....._.._�_ aauaENr ccwu�:E �� - -....._....�..._.......r___.-••-.•.._ CR P;ataRf:D PaURED 1 (SEN.SCIlEwtLE ON - I'F Ui tl(.t/ ..r :r$ #4.10.20.)/4"F S. CUNORC7T.'`� I:EOU;REa i SHEET t3 ....__I_/ .__ U.t»RETE kt. 2C CONOREEt ...._,__..... t....-.._. un /_(SEE SCIit'CU_F.O N �Yi t/4'_ ..�._. f REQ r �.....__.. _cox CONCRETE ArxP ul?s ; / r 7 t 8 A W,ont{us U X Ni MU¢h N lucz r / r } NLrts o IL`o.c, ) ,f f f' SNEEr 13j (SEE SCHEDULE ON SKEET IS) 1"». / ._. -.. ^� ^^. ,i i", '�atn.{ .-..} 4'0-»2Ox3f4"S.S, r / Alia.' ....__.. /-(i 2aoR(1,�} .... tAff.NiCiNE SY:REWS' f I 'j"`- Al :ti -E E0 �' ! us t 4'-2 r 19 1� as t5r ! F t�.T c_�`r 13 as l5 -f i ! M. 1 Er 1i. _ r OPT10NN. i i :�OMIONnI. 1 _ .i 1..�,...1 i A@I.NPAKMai LLATION ( t O fret ( MIN.SEPAR TION to e1A>^S 1 EyJSrRn; I" ?M rw°sc 'rnr^ �'OR tXsstlNc -- 1 rti atit iP 1 1 -...'� " ' ........0 C•I ASS ; (SEE SCIiEOULE ON SHXr I I}�".•...�• ,t CLASS—, BXA4(Pe l,)J iMilt.SEPAFAIION 10 CWS -......,._......... Y '_-'(SEE SCHEDULE ON SHEET i ty- .... •.............._................_ fir............. 1 ,. t EXISANC �U --T GtAS9,�—,' � �{�i��y iT �..�. H A�,}�ys7.Gt A) BY WALL INSTALLATIQN i._.................._...__..,._._._... � --......_..._............•...._. Ci i Hy wAu, H AD R wgALLA7l0H + KEYSl EXISTING L—.--.-._ ....__....................`.. .- -.. .. _{WIN. SEPARATION 10 CLASS) 1 ,...,._.��_�.._.__.. Y _ ( r 1 , S C SCHEOt10E 4N°EEY i t)-- MIN. -"'-- J ti clAs-1 ytl sTxocvaN ' + 1 , 1 i rxrmNG__., ro cuss(Sce 1 I lalrl.sEPnRnnaN 151 ctAss cuss , L_Saw"PY. i"'"'{SEE SCNEOt ut:ON SHEET i t y i 6nptS{f11� t ( EXISTING ' 11n i GLASS i / 14 1 i kla F A. ,__ x. oPBONnL 1 � ._F 2 3Ax z ca M on f Q J •Min. f4"9-20x3{4'S,S. % J -MACHINE TRINES HEM IfsSS HED S.S.W CRSS r t _ LEO MACHINE SCREWS USING _...,,,...., ,✓:............ CONCRETE M`Ct10R5 ,_....___TRUSS NEAR ANCNINE SCREWS •J•---•...hr.�•••••.-• CONCRETE ANCHORS /� f-/// is- 1',j i/4"--40 NUTS 0 12'O.C. Y.. ..(Sf:E SG'NEDU4E ON Wf ifs'^20 NUTS 4 12`0-C. (SEE SCHEDULE ON sear 13) ! r! / Mia. PURR CCONCRETE BLOCK CONCRETE SHEET 13} POURED CONCRETE / ON OR CONCRETE BLOCK •'_ f TDNCREM ANCHORS REQUIRED WNa-REOUNREO {j WALT. SIL- INS (SEE SCHCOULE ON BY Tb�7ipN POURED CVNCRETE-- SItEET 14) �F)HV WALL SILK 1NS,1'AWAl OR CONCRETE BLOCK WAST.REQUIRED (E7 ,HYWALSill .H,� T-aTip�t G,QA{RiK&710N OE SECTIDNC: —. INSTALLATION DETAILS W/ +—SEE SMELT 4 rOR TYPICAL sNuiTETN 4>~u._,LOGE asslANCE s SEE UN AnaNs of usE POR ASSEMBLY t) HV BLADE )- moun ur;SECTIONS I'm BE Comm (SEF.SPE(:fnCAnONS ON SHEET 13) BLADE I, oN SHEET ifl IN ANY WAY TO SUIT ANf INSTALLATION. ,�1 llluu l ROMM WIWI1iG CODE Non High VeiOCitj Hurricane Zone g �'t ,,A- <C/T''% 0 x00151 PASTERN METAL SUPPLY, INC. WHA N`Vrm ]� /� Accordion Shutter System 11 L!G C Q r+�.. Mai S.S itlel. KV.51,151E#1.w/OR wjo KY,WWN eia� American Shutter SysiemS DcsaalPrlaN OAT[ PR+vm m: H.L. g; = 4JT,I.WII,TWTESTING & ENGINEERING COMPANY Attsoaiatian, Inc. s PLD 11-192 4/Tabs o"Ic: 4 1is faJt.,Stw SPNage A aPTIS,navoA Jit ^ �YY-� g� �r vn,,,o:130.9}9T5.IS30.Ea%:(JP3)tl71..•y511 t Pol 7lostraads Drive z DRAWING No w�i3ai e.l 0P871IT �n.. utast ?airn Daacn, FL 3340'! 4 _- 15-085 rurrrr N)INt�tilt nDirck UC.4 44161 s _ SHEET � �+ � W.E. 'L. �t TUR, DATF `�_ � s 6 Ot 20 RED ZD XE 0.1, ZD I') .7 APFILKA[A.0 rlgT 11xt5 CD �Xl XD GLA', 11 : AIXERHATI: 1)4�%fl.xr T ANCHOR EXISTING M&SS LOCADON 1104,/4"HEX WASHER HFAI) k/' IEK SCREWS a 12,O.G. ANCHORS 41.0E it (SFE.SCHEDULE ON:SHCLT 13) o- OF APPLICABLE �;XIST)m EME OF GLASS._ UWE SLAB Rr wr SLAB EDGE OF APPLICABLE SLAB If sw"W4 APPLICABLE POURED KAV I4!AU kUNURM ANCHORS if 11"OLOMIDAND FN CONCRETE V,— CONCRETE -atfu ON SHEEr 14) REOUIREO REQUIRED $AV —(71)OR 4S7 *cON Z­FLAT HM CONCRETE ANCHORS (SEE SCHL HE RED -E.O.*--_ n'—__ (SIRE SCHEDULL ON Slircr 14) 0,Q-TRENCH INSTALLATION 'VKJUD ONLY FOR UP TO -1-70, -75 PSF A.S.D, HV FLOOR INSTALLATION f 0)11V WALK-OVER DESIGN PRESSURE RATING FOR SPANS PER HV 9EILING IN SCHEDULE #J, SHEET I I T"--* ............ ........ CONCRETE MCHORS TD IV= (so rULE ok"I Ivig -107 WIMM qro ow"M ApO"WW M MIMT 113 I xr,'I) EXISTING ACK.W EX 0GLASS_4 IW90=Y Off 8 410 I.ASS GMIATM M COW IM-4 ----­�r----- . / MOM $140 11 FASIMM TAPPQZ+ 0 1 Z14'..%=*V" '=FOR 94013 tMW RM A F001 UP M V-V VM AND 1/4' K/X1 W-01 UP SEIIANT AT EVUV r I RD cry #'1OK3/4'HEX;C,/f).. 6,US .1/2' KASHER MAD nK SCREWS 1103/4' HOC READ • 12-O.C. I TEK SCREWS 0 9"O,c. OR 1/4-13-20 S.S.M.S. CONCRETE ANCHORS f 14X3/4 S40.S. '14. 20 W/NUT 0 91 CI.C. 0.a. r/ (SFE SCHEDULE 0 9 0 Nuts snr.Er to EXIVW NDN STRUMML (17)-@ --WALL MN(OCCORAIMC IF HUI -114 4 7/a pl/ F.H.S,D,S, CONCREIFE ANCHOR NOW. I E NOTL 13(b) POURED CONCRETE— (SEE SCHEDULE ON ON SHEET I ON SHEEI OR CONCRETE BLOCK SHEET 14) POURED CONCRETE_- REQUIRED OR CONCRETE BLOCK OPTIONAE POUREDREOUIRED ��E MRI p INSTALLAIM RCQUI 81 INSTALLATION BY WALL WALEWERAIIAUARM OJ BY RAINGUAfID INSIAUAIION t LUL. NfRF FOR COMBINATION DUMMIQNS, t IMS INSMUMON 51-AL BE G.0.-EDGE DISTANCE REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIfICATIOW ON SHEET 13) =NT TO AN OPEPA(Ar DIT Of USE FOR ASSEMBLY OR ENTRANCE NEU 19 2-MOUNTING SEMONS CAN BE COMBINED INSTALLATION DETAILS WI (1) HV BLADE 114 ANY WAY 70 S=ANY INSTALLATION. FLOW QUI CME(flon W Veioctty Hurricane Zone' 0 2015 EASTERN METAL SUPPLY,tmc, ENS, SIONTHA NVTm Accordion Shutter System A.SwS.Aw KV.a"#1 W/OR W/O H.V.AINWO aAIX T1WT TESTING & ENGINEERING COMPANY American Shutfiar tysterns Irv.ok. DES01114mg 00t DMWN ere.. N.L. %TAI r.oF OM N.W.Xt Vto.M.MRMYM 0AFVNT.110RDA=5( Association. Inc. I (XI) 11-192 is iz74268 Westroads Driv I jl/15 CAM' 4/111 ft—:(30)4171�1630.Fox (M)I17i-IMI -�Tl --k West Palm Beach, F-L 3e DRAWING N. u3 r -­ID -7- 4� R f�H_008719 340') N WALTER AUTA0 J,I 9X_ 15-085 F'ormy,Ur j 44+67 E FED WALL CON N0Tr:l ON'WC.111.,';Wyl'-� HV Loc�n wCz [Y.!SjR;r CIA!!$ INSTALLATION W/ (.1),H V AND lJJERNAIIF,UV I.C.0'0 ilii wm 5. LvUT [_N I /, oti-VE UACK OFTAX lNr 12 YAUD FOR A�U B LA HV CENTERMATES UNMIMfES VIPUrAlION IVIT)i GLADE I1 (21 at QR--U -t)(151ING CLASS p MLL CONNEQ110 4 ALL(W) ..................... (V(6.5-TC ALUM' El ANGZ W(P) 1�4"O TAPCON 5YMMURY-C-AL "5eC01ORLIT @ 2C MEA T E5 T S C V L �K Q 12!' K TO GLASS op� 111111.41 C tlN (4)11OXI/A.ITT.. AT O.C.00FULL LENGHT, EACH ANGLE.(IYP) ON SEE 711) 11) 3 ——----------- HVB C 1 .'t 0.@-omq)�'010 -POURE0 CONCRLiE Ort HVA 1) EXIVING GLASS CONCRETC RLOCIC WALL @ M&@-A-@- F RFOU 7 MINj(SEP%TION VL(lsnNG A-.� LASS ExIslipt CENTER (SEE 5 , S SCHEDULE 01MONAL ON SHEEr 11) R ........ 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DATE 20 .._..._......rr r..�.w..+.w...._..._-.s.r�i.._•..n+amu.��+,..+tir�r_ ALTERNATE !►�STAIM��TI�N�Y/��V "C'_�r�_C o HV 9A E/FEf�E "T" LOCKS Q0_tEL .T TI At KERS t A Tt SEF END CONN anw DF7At15,{iN cuct~ tG Ac 98 IN15TA,LLA r ON- 0) Hy Bl.AE �, WZ LIQ CENTERMATES (3-t CJUT �N I� parts'QuUCK DF:TNI W.Pllp 476D ON$I t.ET 0. �� AS HILI,AS UHNE"A flOAM40 I'aM[t31dErAR 11W-MW. py�p�,�:Ja'`�/'•5�..�/. a "WED aN 1195 SNLET,MAY RL USCG M e it 9&VO4% W�u.[YSliN Y.iJ10M aerM. K HL)W=i nes Ml Imo' cN tG && t8..... l t «�//Q��°'({�'�a`�•p��y`" l�7�J7tl EtS _.� 1 ! Vf�m�`���•�a WAS't'o caflNattic a(»• i ......._... ....__......,_.. taPnwva)_ ...».._..._...._._ _._..'/ _ 7r� (4)�w:l/2•SAM to lud. !ov) ^l'wa/4•SNs.•I2' ((��'���� At rr<,11 row e.(m9 ac fell.u)+pB. 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Accordion Shutter System � ' RV.(LADE#1 w/an w/a KV.VANDOW MADE Amerteon Shutter Systems ei. QESCHBTION aAE oRAWn Be w.a. TATE OF ;Q� TUR TESTING & ENGINEERING COMPANY fl: Associatlon, Inc. , qtq 1111-1111 +tans oArE alta/+s acs N.W.aeua sE,su.ads,www.cr2rocls,fuxr�aa:. 4r Pna„P:(anA)n2t-IsaO.ro.:(a4s)an-Teat 4268 Westroods Drive 2 _DRAWING No P-mrt:Wn 00191. West Palm Beach, P1 :33407 5 _ j rJ (}$rr� 'rgJfSIONAI Ell` WUT n A.nl.Ln J1.P.E. .� rr pl I 21111 TL.aRDA Ix. 44167 a` SNEEt SEALLJ�aIvATURE/DATI: 6 8 aF a POURED CONCRFIr OR ;OIj8LU COW,'RLT� CjNCRf:T-_ POURED CGNvR,-_H: OR CONCRETE .............. 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END CQN r( END CONNE T END- CONNE ON DE CT ON4 QETAI IRL LOW N EOO U TA I Ln •I' T1tAN 1r 6• ISTING GLASS POURED CONCA EXISTING MQUIRED ONLY FOR SPANS GREATER CONCRETE BLOCK WAL CLASS REQUIRE! ON JIPA/2"S.M. To ISMIN,SERARA)ION TO IX-ASS(SEE_ QR I D CONCRETE1 P"MIN. ON SHM ON SHEET T ANCHOR 0 CR@GR(90R(o Film ------- CONCRETE LAMS ON 19 ANCHOR fx 0&0 ----- - OR@ O.C. 2 MIN. 2'MIN. 2^MIN.. i E UMSTIONS OF USE FOR KME(DON SHEET 19 1 oR@OR(q0ft(13OR(1 VIEW AM DETAIL .......... POURED COXCRCL7t OR 0-0-0- @. I CONCRETE BLOCK WALL 00END INSTALLATION REQUIRED . 10-0- .0- (1118"iLADE OR dA HV WINDOW @LADE INTO CONCRETE OR CONCRETE I-L&M WALL. CONNEMN-MM(9) mph FLORIDA BUILDING CODE(Non High Velocity Hurricane Zonej A Tfl- 0 2015 EASTERN METAL SUPPLY,INC. At BERMIMT. m�tvs, Accordion.Shutter System 11LIEN AvSn.&A. I'M MAIX#1 W1 OR RV.WWW MAE TILLIT TESTING & ENGINEERING COMPANY Amsecan Shutter Systems My.N msemmtott bAlt OPAWN it-_FAL STATEOF M5 ILW.36th.SL,st,3w.WIG UW s.not?m x1lot AssocWtIon, Inc. I OLD I t-192 3 4,Q�' phone:(10S)SIL-153f).r': (305)871-TS31 4268 Westroods I)rivo 2 !JI5 jAlr- 1/15 —DRAWING No ;%........... r.SZ671 0 Wast Poim Beach, FL 3340*7 3 -085 "11; N'A k WALTER A.YRL r 4,P.t. 4 15 FWAMA V,0 44167 p.f.., 6 10 OF 20 MAXIMUM 'SHUTTER SPAN" lOh i-" MAXIMUM SKUPER SIIAN* "L+" .,---AAXIVIUM SHUTTER SP** (ft.). FOR oR -I.-- (ft,) For', OR 'L-" (ft.) INSTALLATIONS 0 'rWIL (1)Li:MAXIMUM ALLOWABLE SPAN FOR A GIVEN JNSTALLAI]ONS W1 CONCRUE & WOOD W1 ONE H.V. LOCK . or fj or or tam d9ei WNSORY POSITIVE A.S.D. UFSICN PRESSURE RAANG. 1­40 LOCK 0 W/-N0 L.00K11,IG RODS ONE 9V LOCK Zq or L-: MAX,ALLOWABLE SPAN FOR A GAIM NE(ATIVE 6-,0 WALL A, 5, 1:% 1), C. IA. ti, 0. P, 0, Azz.MsIGN PRESSURE PATHIC. CENTERMATES Vl/ ONE HV -r W1 NO LOCKING RCOS @ MOUNTING F, K & L S, & V. LOCK(0 W/TWO LOCKING RODS TOP & (SEE NOTES 1r,it) loo,{VALID FOR tTOUIntNGQ _____w_ - - (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR - ea TOM (SEE NOTES tAt) SHEET 7) FLOOR/CEILING C. H, 1. 11, j T. U, W & X WALL MOUNTINGS (TOP/DOTTOM)OR FLOCR/CEILINCz uv;mvm CONCRETE&IND INSpAL TIONS 0 CONMIETE,&WOOD CONCRETE MOUNTING & M I?IqM I A'nf'M-'; AVUUM . GIVEN A POSITIVE A.G.D.DESIGN PRESSURE KNOW. ksz'PC" ILI D.Macrel INSTALIAM". %+'MOM SCHEDULE, tytF.&& DETERMINE MAXIMUM SPAN WALL MOUNTIW, (2Lkiol/�QGJNG ex'w" WILL 440UNT1,00 mWtE HDOR/Ctlutio UOUNIIIII; N A NEGATIVE A.S.O.DESIGN PRESSURE MRNG, UN� WWI) & R4T" GIVE -N tLow/cuina MOUNTINk; DVtL7VjINE MAXIMUM SPAN -L-'FROM SCHEDULE, (�OR�) _�l • St OR I.+TftJ­I t-01_) + (A) L-(6) ­ r MMIMUM IUTTFR SPAN "Ll' FOR FINAL MAXIMUM ALLOWAME SPAN I%EQUAL M THE INSTALLATIONS INTO WOOD SHALL BE UMIIED TO 30 OR LES� 16'-0r 16,-0, 161-0, IV-o* 710 I6,_01 16'--0" 30 101-10, i6l.-O* 105 pot,AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN I+'AND -L--'. 16'-0' IV-to' 35 15'--2' to,-I(r 3 40 'i...14'.-10_."7_4_-10_ �F ly.:TF-1 13'-10" 40 14'-2' iS*-2' (3)PROCEDURE to DETERMINE MAXIMUM SPAN FOR t RV CORNER CENIERMATE#3 MAY BE USED AT ALL 17:i�-i-r Z COMBINATIONS in BETWEEN WALL mouNTINGS 0 1 14'-3* 45 45 6 14,-3 iT6­­ 1 1. ........... W/FLOOR/GEEING Maunwsl "72;,:F IV-S' 12!-B' TFziv* .......... MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS I`­-1 ip ...­­­............. FOR A OVEN POSITIVE Ar,D,DESIGN PRESSURE ........5­5 _1117-17­1 "T Fi�27FIF 55_­ III-IV' SID III-I, Ii.-I SHALL.BE AS INDICATM ON MANDATORY MNDMON 12 _V2__W_ j6 —10'-2' NOTE 15,SHEET 5. RATING� I DETERMINE: 10'-10" td-lo, 65 10'-10' to'-I* MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 to'-0` 10*-6' _10'-O* 70 70'--8'- I0'-6- L2.t.-MAX. SPAN FOR FLOOR/CEILING MOUNTING ig 70'-7- 161"Z4" II'-1" —75 75 -pr iHAT MAXIMUM sHurrER spm-L+-ort INSIALLATIONS, liT tf ExCE Iv_q. -i", "L-*X40 MAXIMUM".0.OESING PR=VRC EATING FOR 9'-10' 1w ....................... FOR A GIVEN NEGATIVE AS.U.OCSIGH PRESSURE 85 -Ir 10'-5" INSTALLATIONS INITJ CONCRETE OR CONCRETE CLOCK T:F__7F__ w-3- 9,­r SftL BE LIMITED AS FIDI=WS: DETERMINE: i... ....... AX I- CONNECTIONS TO KEYSTONE MOUNTING Ll--M .SPAN FOR WALL MOUNTING INSTALLATIONS. _w-To"- 95 ­­. LIMITED -ro +64,-72 p.a.f. AND 8*-0" SPAN, SEE L2--MAX.SPAN FOR FLOOR/COLING MOUNTING MOUNTING @ON sHirrT 7. INSTALLATIONS. 105 W-7 110 7- FlNAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE '-4- MINIMUM EIETW.EN'u4.". "u+",'Li-'AND 12-' W-2- 7'-3' SEPARATION TO QUASS SCHEDULE B.-o- 8'-2- (4)GO TO ANCHOR SCHEDULE WR`H FINAL MAXIMUM I�fr ­_.6.-a 6 b'-9' 125 ALLOYARLE SPAN AND NEGATIVE A.S.D. DESIGN FIRMBRE RATING To DETERMINE MAXIMUM ANCHOR 7'-,8' 130 7'-S* WIND ZONE MINIMUM SPACING. 135 7'-7- CT-F_ 7'-1' 7'-7- W-2- .19--IFF- 7--i2­ "..l. ___R5,.__ ­S*_17— ASTM E-1996 SEPARKnON 140 — 140._... 7-3" 145 TO CLASS 5 -77" 7 IV 7'-0" 150 7,-2, I THRU 3 .1- e'-11' 6.� .......---- 60 -7. ISO 6'-11" ABS8*-I0r V-1- T_Or­-F--4' 165 L_ I' - —170 1-70 I > V:77 —7TY­­­-7_­'_ I_-75 FFF", 756.1-­ ............... ............. f 8o 4-4- 6' 8' 1_5-I D)" ISO 8'-8' 1 w 185 185 W-51 H V BLADE I go --T-7 • 19 4'-5- 177--v q........... jq_ 4S'-3" E__=11; W-1- 205 4* 6' 6, FLORIDA EIIJILDING CODE Non Rj'qb Velocity Hurricane Zone, 7015 EASTERN METAL SUPPLY,INC. BERTHA HV*- Accordion Shutter System. 11LIEC, ss&;7'\, AwSuSuAn KY.a"#1 W/OR W/O KY.WNWN BLAM Axiiedoon Shutter Systems qEV.M OESM110H TC MWR E TILLIT TESTING & ENGINEERING COMPANY pITT: LG, LIC M Assoclatlon, Inc. OLO 11-192 SAO N.W.Mb.St.,6%.MS,WONIA QARMNS,Warton Sas 4268 Westroods Drive 2 _Y12a DATE. 4/$L/15 rl�e i(XIlj)a7;-'1S30 fox:(305)871-1531 -DRAWING No A,�(Z West Palm Beach, Ft. 33407 j �"k;:,-, — 15-085 W&TTA k P.r. 4 0 R �1, rc�........... FLOIMA L14'1 44167 5 SHE*.Er illl'�llll I�C/DATIL 0 __jj2F 20_j (in.) SOld ) Z EQR EA.% it IONS ANCHMS SE&CIMIJIGIMI POLAIED=41-REW. I!=k4XaNCS_k 0.C.D MCD�� ON§JEF1(IT POUASID BLOCK 7APCON OR WwAxwjI A. L 14CAVE (A)WAI.L.HEADER.tAOUKTING (q) SILL SURI'Me. (D)WALL SILL TAPCON WITH ADVANCED W1 W/UMOUNTNG W/ WALL HEAr.*�R MCIUNTINC w/ MOU NG IHREADFORM TECHNOLOGY A.SA qgGh Kmw T WTw.%_d Up.0qw timm AS� BIM KMR TW9W'RqM Un.K=1 WWK of _qW NWOMMIK PF=ARE ASA 10AM UM�&PAM_CALL POINTS 5011D-SET 1 70 60 ZVI BLUE TAP 20. -4-0-1 2 _331 _15 f 2 05 - - 'L 12 9 a _2 5 6 12 6 14 1 10 9 8 10 .R..10 _ . _L4 _i_ -�­76--6* j'�' Y-W 1•6- - ---75* 'ir 8 a- a -4 TAPPER+ 11 12 4 10 9 0 _!4 2_Lo p 117 Co 9 --r w -6-14 12 0 7- 4 12 70 -g*'"f i7 OR Lm L 1--2-_t U _LO a U a WX 14 17, 10 9 6 6 14 Q 10 8 0 6 e 14 _U -F R-12 'to -a I—-F U,-57,T-0 U-0 r 6 i 6 8 r _i4_- 4 IT,Jr I a a U 0 6 14 'Ir in 9 8 6 14 12 10 9 _r IF a 0 a 5.5 14 !3- 10 9, a 8 47'-1 j"jF I JL 10 a 7 5.5 - a iT* 4 12 10 10 0 0 6 In 9 a 4 U -r-14- 'if 1F 7* V 7, -1-2 9 -it -0 -C-a _B -ki -8 it 4'-0 .......... Ul� A.J." A.A ..1 w iv 14 12 10 9 a a 4.5 'IT*1-2 Td--Y-5- 4 12 10 0 8 a 6 6 14 12 10 9 8 e 'i-4 1F -a -A'-V_7'14-17' id--§*--6-_r V tI 4-*iF-10- i5 V _6 '5---T12- 10 -W 8 -z-b-c- 12 10 r. -v--r-T- 6•....-.."6.'..R.. B._ -_J 6_._T I f2-W -*-r TF- 14 12 It) 0 8 4 0 r4- 12 10 9 8 8 6 JX 14 12 In _r 7.5 - 2 to ...4-1-1 --A-. a -=._411--3--2--!-.1A 5-a c. 11-�.Rs - -- T--a- a U c 14 U 10 9 5 7 14 2.L SEE ANCHOR W-0, .1A.A...1-0 -L-L A _-L SPECIFICATIONS .01- 'I-0-_0 8 1V-ir-2 11 F-6-3-Yi,_ff ib 9 10 9 1 8 0 5 151 14 4 llfi IFr o- r 10 9 a ................ U a t TiF TT I"F(T-6 -7 _0 -g-iii-li, 14 12 4- 6 ON SHEET 13 .5 81 1, o. 4 iF1 2M 1 _L4__L2_ 8 4.5 14 12 10 0 8 a 7,13 - - - • 6.5 IF 12, -R-00- FF'i E, i; 147 12 10 to 9 0 4 14• tA -9 0 0 :4: • -f.-d -0. A-L 0 W..6 0 Tii�W-71 U. "'Y' F ---vjjTf' I IF to 9 -67'--r-6 57 3N 74-'jj." R..-if 1 9 -W I— 44 12 1 If' I 1 7.5 Jilt 4 .3 li .id...F 1L 14 l li .id...F i .id...F ll i6 0 Z7 14 1Z IF 76- 9 6 0 4 14 12 10 9 B 8 1 14 12 IF-i _IF _2 101 9 -8 _15 T4-T2- 10 9 - " I 1 .1.&R.11-�. 14 12 10 .5 To- a 0 8 a Lt.1K 1 9 A-1 14 12 9 8 a a �z - - - - A =-, a a 7,-O- 14 12 10 0 8 14 12 10 a 6.i4 3 'Z"TV T2 'W 7- 8 0 a U 12 to 9 -0 T4-'ff .10 -9 8 7 8 4 0 _r a.5"9-_3T -4 F6 .. 47-F-f6' i----- 'AW,i*f '(6-1- 14 12 10 14 1 In ........... 14 -IF'RUT 7.6 75 r T4_*W'TOa Z" I -I IF 6 7 1- 75 14 12 10 a 8 6 14 11 10 6- 8 -5 -4 W,-I i,ly_9 'Us-3 14 12 10 1 8 4 14 12 10 0 8 14 11 7 - - - - 14 1) 7 6 7 5Z 4.5-1.6 4 4 4 _7 4 4 6 1 4 S.- 11-4 0 1 4 R_.13 4- _iwr 7-1- 4 14. 12 10 H 14 12 10 D .5 14 •12.,. I SE FOR - - - 14 12 in 9 8 4.5 12 14 12 1 7 4 8'-0' ................................... , " ; *SEE LlMg 14 14 - -r 7 ATIONS Or _.14 117 10 �:, _121. 2 0 9 5 - - - 14 14 12 03 7 4 !�*2 to 2 14 12 In 9 -14..-_jT 6-.6 i.�'�.6 EIME 1.9 ON SHEET 19 f� I 14 12 10 8.5 4.5 14 14 12 U._ff..W..irs_r 10 A 4 14 - to 9 7.0 - - 12 10 1) It 14 -12 1 5 14 1 -Ft-) 7-11.5 6.5 ...................._ .. _r-a==•^,,..14 T. 14 1 6.5 4 14 12 10 fy-To-'B'"7_6 14 11 7.5 6 - I Al - 1_1 .-_-__ 14 12 10 0 W-f2-_10-7-_3- T4_IF"fd-_5- 14 12 5 14 12 5 .6,t4 14 12 B. 8 3.5 14 12 10 3,b -1-4 _LL-2--1._�L 1-5!!.A AA 1 4 12 T4__f2_0.0-6 X.V t4 12 10-16' i 5.5 2 0 7 14- IV 10 7.5 5 8 a 8 a 24-2 -L-_.L -7 1 _.: :-E::.­_X TO-5.7"1'6'= 14 12 8.5 3 14 12 10 0 3 - - - 14 12 10 9 0 - _4 Ld.J-y -8 471-33 T riy W 1) B 12 10 9 9 14 it - - - - - 14 1117.5 _T 14 U 1 14 12 in 14 12 10 a - 6 It 1 V-0"Tr 12 _3� U-12_w 1-4 -12------- )4 12 5 _7 12 8 o 14 i2 .... ...... ..........__............ ......... !D 1.3._- 4 -• - - 12 10 - - - - 14.12 10 12.0 ii3 _6 -4 _P7 TF-ri- 0 6 7 V.5 4A L4 . ..:- _.- 14 _L:L 6.5 14 12 to 14 12 10 In. 12 . 72 W 14 12 10 ts _T4_ 12 _ff -16' T;r'*rF 4 - - - - - 14 12. in - ..W. T._S- 1 _12 &!L 14 0 -z-- Fz- Wt. 72 0- 6 U 4.5 4 .4- T4' T .L4-,t2 .3 14 14 12 5 '4'"if 76' '�4-12 10 tZZ 0.0 -4 HV BLADE R j2 - -;r TF 7F-- 14 12 9 453 4 ;11 a -6--ir a -f,- Tr w ir-IF 41 14 12• T2- -fr--ty. -z-.-L:--z-- 14 10 T4_-1i. -fy 10Z 8 - - - - .-F..-F. 3--ir -2� 10.6 Bt ADE ...........- I-M I..::. 11.6 0 - - - -.5.5:4,5 - _Z' -, - 14 12 =_-­I­-­'1­-_'F4­.I2 t.-JJ.- W/ HV WINDOW 77--j4--1 j- 77- _ADE 14 7r - a .3 S- fiF ­=­..=. _F_T'0 -73-4. 14 1, 14 9 12 1'7 T-4 -IF_Z_ -Z-"­ ::=-- -=---.- _ - ib ................ 10 _r 7, 14 7 14 12 - - - - 7-5 X j f a .7 d. T�`-IF 1 4 1 4 I. 1 4 1 4 4 7 1A -1.-'11, ........ 148 3 -8 -7 -7 _1a.-:r 15'-0 147 114 1- Txt;W_L 4 10 Z - - - - - to 7.5 ±4 7 7 14 -4 - 2�L_ - - =-z---- 1-4 14 - - - - - - T14 - t-:: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 7.5-F, 41 T4_ 6 14 `- -`!- -- . 7; ®2018 mwm MUM.SUPPLY.Mr. A. .............. BERTHA HVTM v T I�Lp SAAccordion Shutter System AS Z�T KV.BAM fl W/M W/O KV, WNM aAX 3 /,J-. w . . . / 'I * American Shutter Systems RE. ELIO.. 4. TESTING & ENGINEERING COMPANY TILUT My.N, Association. Inc, I 3--_ 4/i-37K- STATE()I: I ZZ 055 UA 3M,St,VU.305.VdWAWA GNMS.I WMA 331 6( OLD 11--192 Ph- (3W)1171-1531 426a Wes1roods Drive I DRAWING No 7 West Palm Beach, FL 3340 3 \1"S Q, ONAL Q; %, __..._.__..__........_-.._.._....____._.....I15-085 W&mn A.Turr J,.P.E.P P.E. N\• ILORMA Uc.0"161 SHEET - -- --------- ------- R6& '1611 AMM SPECIFICA11UNb NANUMI-111--l-, OR CONCRETE 3LQ0_KSU6S7RATEg (SEE kpitaNGS f 0''t to ON stiom. 6 7,) 1.ANCHORS TO SUBSTRATE SHALL BE AS FQLLOWS-. WOM 6 T) Comcf= (A) TO EXISTING POURED CONCRETE;(1,14,.1'. ml) WwA SILL MOUNTING @ COLING MOMMIsIG FLOOR MOU"NO 1/4*0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLWY ANCHORS,AS MARuFAGjURM BY L.T.W.SUILDEEX.r,Pc:�3 ktl� SPAN 1/4'0 1, 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISMIFUTED BY ALL POINTS SCREW,BOLT&SPCCUTr COMPMM CH KGM 11SM ZU 0-95roNgw-POW Ww Lw)kla ow REGAmurr PAW 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED ffy FLORIDA FMTENZ DIRECT,IN, We fc Iml I - _.(Mift . . ) --T- - Wi 30 40 TAPC�OR 1/4' TAPPER+ IS �fo 2 kal 251 40 0�f-, oll T.M.,--T-1--1-,,!;T--Tl--FZT-S -T-1-1300 - 'TAPCQII WITH ADVAN ARC"ORS AS FACTORED Cry POWM FASTENERS,INC..AND DISTRIOUTED BY ALL MINTS MMW.BOLT a SPECIALTY (I L4_ 9 a a 6 14 1T-Mv- p !- 8 0 THREWFORM- HNOL00y COMPANY OR ANY OTHER APPROVED LICENSCO OR Wn4QRLZW VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INN. a 14 (MD.1'.-3 kti) ti12 '!**"d-74--12-Td' 0 -9- -a )R LM 14 )2 10 -8 8 -0 "R" 12 -t- -V-16-71� R.- -r6� V-V..1- ALL POINTS SOLID-SET 0 9 Is T4- 12 to 0 a a -7 1 1-74'V a 'T-0--j--fW*F--'�j''5'--j7-j7-j--jrNOT - SLUC CAP 14 12 so A-1)MINIMUM EMBEDMENT INTO POURIED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFOR0 7F.CNROLOOY ANCHORS AND TAPPER4 1. 0 7 54 3.5 14 2. 10 0 8 "r-o -a 74-Tz--I o--r-r-6 a--5 TAPPER+ -12i so 9 'IL�KV=arcf 12:W-r a I-2 ..I I Is...-9 -B .a- ANCHORS IS 1 3/4".AND FOR BLUE TAP W/DAP ANCHORS IS 1 1/2�. T W,'liB-17-1 '4*,.,-6-1-4 "1,2---to -9 _0 a T�"W-2 L li-lK..., 3.8 f;F*-12--ro"'W"V 6- 0 43 to 1) 1) 8 0 4.Uji4 12 3.-d' CN A-2)MINIMUM EMOMMENI'OF 1/4*0 x 3/4'ALL POINrj SOLID-SET MC14ORS SHALL BE 7/0*INTO THE POURED CONCREM NO SAMOMENr 7-4 i& 17 10 0 0 a 13 14 12 -3- _7 n-4 INTO SwCC`O SHALL BE FEWMEB- 1/4'0-20 S.S.MACHINE SCREW USED SK4LJL DE 1 1/2'LONG MINIMUM SHOULD SpXC0 MI.AND T-4 1 a 6 - ....... I*MINIMUM FOR WALLS WnH NO STUCCO. 14 12 10 9 0 0 4-4 -1-4 -t A-U-q. 1-_Ll--i. ...lrr .. f4lit)�... . �p � 2 10 _9 a 7 ::':r td --ir OX 6 1 TSIA 12 IfF. 'E THAT PRECAST STONE.PRECAST COMCBM PANELS,PAVERS OR ANY VENTER BE FOUND ON 0 W L V tyVI-4 4 IL4 12-TIO 9 0 6 0 4.5114 12 10 1 0 8 a �L.ssl L7a IN CA' THE 03STIN AL OR FLOOR T-4 I o a g .L4 12 19 7.3 &WHORS SHN-14 BE LONG E740WH TO REACH NiLl MAN STRUMpZ BEHIND MD WALL nwin,ANCHORAGE:SHALL vE As INDICATED ON _1 4,3 3.5 ABOVE,FOR INSTALLATIONS ON*VINYL SIDING OR @Fs WITH OR WITHOUT METAL=OS CONSULT ENDINEER,FOR t Q. :,IF 11113AM.&I NVlk2"EsFS WITH METAL STUDS SEE SHEET 2D, 14 F2- ±61 i- T- i A---r Kit'7f"fs -0 . i...ik t4 '8W. a 14 12 10 &S 7 ;S a 12 0.5 L5 4 t I Kf -6-*II�­-.'- o .0, i 4 14 J2 s (8) TO EXWJNG CONCRETE DLOCI(t(ASTM C-90) -so- 14-12.. to 0 jL 0.5 4,11 1�14[_12 10 8 7 5 .315 3 N OR COX WTIN ADVANCED THREADFOFW TECHNOLOGY ANCHOM As UARutAcrBRLu ay I;r.w.BUILDER. a 73 POINTS swo-SEr AuctiMs,As DISMEIVrED fly ALL POINTS SCREW.BOLT&SPECIALTY COMPANY, It W, 10 0 14 12 "if 7" a 1--r'1 4''if''W 5 - F X-3/4' =4 3. T4- -7-161 Ts- -L I V M'V a t/4*0 BLUE TAP N ANCHORS W/CAP AS MANLIFACTIRED,BY FLORIDA FASTENERS DIRECT,INC. 74 12 I;o 14 12 112 to 9 TA w�,4 T4- t2' 7' 'i"*iY'4-F 1/4'0 TAP 4.AN AS MARUPACTURED By POWERS FAMERS,INC„AND DISTRIBUTED 15Y ALL POW$SCREW.BOLT SPECIALTY 14 f 7 441- L�. 12 1 14 12-9 7 6 4.5 COMPANY OR Y 0 APPROVED UC04SO OR AUTHORIZED VENOM RCOSTERED WITH THE AMERIMN SHUTTER SYSTEMS ASSOCIATION,INC a .7 14 'rl 1 12 so NOTES: 3 oz 0 34-12 U 73* 19 1 11-V AND TAPCON 14 12 841 7 a R -z--::, 8,1)MINIMUM ENBEOMENT INTO CONCRETE BLOCX OF TAPCON,OLUC TAP W1 CAP ANCHORS AND TAPPER4-ANCHORS �4 T4 ilt V6 eo a's 5 WITH ADVANCED THREADI'MM TECHNOLOGY ANCHORS IS 1. 14 12 10 a afi a 114 12 a 6518 9--o- t4 11A T-1�T2'-W 4" 4A o., B.2)MINIMUM!EMBEDMENT OF 1/4*0 9 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELy EMBEDDED INTO THE GO 4 :it T JIRO- NcRETE U=.No 4112 a OZ t4.6 I- a ;4 A 7 &S 0 4,5 EMBEDMENT WO SMICCO SHAII BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW LONG MINIMUM SHOULD SMICE, OW,AND I'MINIMUM FOR WALLS wffH No STUCCO, USED$HALL BE 1 1/2 -1.5 1L6 55 4 14 L2 9 7 a 4 14 11 7 5,0 4,11 n - - 14 12 10 e' - 'q -r-7--9- 4 --" ff -5- 0-3)IN CASE THAT PRECAST STONE,PRMAST CONCRM PANELS,PAVERS OR ANY VENEER Ot FOUND STING VIALL OR FLOOR, 10 14 t R- 04 r 14 '"fi"76 n W H3-ir -j- 5 -47' 4-..4.....+_ ANCHORS$KALL Be LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHIND SAID WALL FINISMES. a AND=SHALL BE AS INDICATED ON 14 14 8 MR'NSTALLAn"ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL SIMS CONSULT THIS DONE a 4 1 a 4 to 6.0 !1 SIR -7- SL Nk - -L 3 EIfS WITH METAL STUDS SEE SHEET 20. .1-2 W 6 IC5 14 i- 7 5-4 4,5 34 -6g,-r a a 41 4 3 0 -i U SW 3 (0) ANCHORS SHALL BE INSTATED MLLCWNG ALL OF Ifle RECOMMENDATIONS AND SpWFI OF AN -S UftyU f -fo-.-j- --.7--z- -:7 14 10.5 7 64 4 -Z- Ei-,,a-, CATIONS THE- C40R MAN RR 11.5&5 5.1; -(H It. 14 11.5 74 -7..Z.R 1 a 4.5 4 SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.0)VERSUS SPACING FMAnoNSHjp FOR ANCHORS. 112 1 -Z'T 'i-27*7 6.0 0.6 - - - 1,3 10'T 12 1. T-4- ---- 0-7- LOGE QtSTANCE U 4.6 35 8 0 4 3 Z -:-Z.- t3 0Z 6.6 5 4 - - - 10.6 7--r"-r WMIMUM ANCHOR SPACJw,M ARE VALID FOR EMT UISTANCES INDICATED cajow.FOR r D.LJ55 THAN THE INDICATED.RCOUCr ANCHOR SPACING BY MULTI ING SPACING SHOWN ON WIEDULE BY 9 FOLLOWING FACTOR& t4 10.5 7 5-5 44 -fl-IT r4 T-5 TF- RIRX M, SPACING OQTUxMO USING IN N1.:- F=OR SHIoL NOT BE LEM THAN MINNUM SPACING INDICATED FOR EACH ANCROR TYPE. 14 LK Tl-13.6-f-0 -F-5- T2--r-6"Tl�­�F 0.5 1- - - - - - W 7.6 3T-T--s-7- ACTILIAL ACTOR 2s YA a's!'='*Z-'-Z*' 'ff jY 7...._5 'T'--= EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLD SET BLUE TAP W/CAPI TAPPIR+ T -�- - Z - - - IS a - - - - QZ 7�6 5 4 GICTANCE THRMFORM TECHNOLOGY -KV BLADE ORMSN.SPACING a MIN.. 0-r Uft SPACING-3 IjI* MIN.SPACING .W 3 31 PL 14' =14 it .5 �V .BLADE E.D. to Z4-U; W Fl-A W/ p0URED UJ its -r375 :: 1-9, ___ .. Y.T 4,5 4.6 Ux.M.3 I POURED9 Wom CONCRETE VOCK a- WL EA..r 2 Ify wK a W M-4r 4A 013 TAT MIN Ea-3 I/r Ea-2 I)r loz .0 0.84 1.0 cls ,I A[)F wnp T* Ir , -- - IN U I N -1 _2 Mal 0,07 r 0.5 1 3/4' mot 0.43 6 0 4.5 3 1 W'l- W-0, KING 1.0 I EO- 6.. n� .1_4 . . . . iTd a FLORIDA BUILDING CODE(Mon H)gh=61-ity HUrrioune Zone, TIL 2ois EASTERN METAL suppix INC. BERT J 11LIEs�o, A.S.S.A. Accordion Shutter System KV afiX#1 W1 OR W/O KV.IMWN MAM cc :2! American Shutter Systems T)LLIT TESTING & ENGINEERING COMPANY IEV.III 6MRI)PI101i TIC sip'lE Of ON.Uso,St.st".3w.Villew akqDLNSI noRtfsk 3316f Association, Inc. OLD 11-192 4/13/10 a41E -4/'l pb- (305)671--1530.Pit:(305)471-t531 4268 Weelroods Drive x":110 PC- (IN"OftA C- , 2 5i64C West Polm Beach, FL 33407 3 DRAWING No 00 TER A. 11T".pir ...... 15-085 III j P E I ATUR E/DATC FLOqIDA U0 9 4107 SHEET 4 OF -- B$.LL RfeSLCrFCATNE PRrSSt IRF ANG AND_g�Q� (51NDING_k70UNTING TYPE Fg$�f l($ [F OR 1 ON.CRETE BLOCK ItJSTgj j A7jQj�$ 1,d,I<&L CIN SN1a'r 7) POURED OON';PXiE P I r/ul<0 al t TPA+CH JORWNCIIARD MOt1NTIIJC K WALL/t10oR MOUNTING ©WALL/WhtY,OVER MOUNTING ANG SPAcltdr. t_�'rt•Nn _.._-IdtKltlUNtm._.f.__...__ _..`_ ...__..._. _._..__..............................__._........_.._............................._. 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T 0.3 3.5 - - - - 6 5 3.5 - _ - - .._...�...�_ - 4111_._.__1411 14 IT 10 - - - - - 7 48 3.5 3 - - 7 7 7 .7...s_J. - 9 5 S 0 6 4A S8 - 16'-O• 1z..1b_..__..._....___ _ d 4.5 J '- - - - - 7 a6 4 - - - -.. _ 6 R_ 1111_. 14 t 10 - - - - - 7S .5 .6 - - - - - 7 7 4,5 - - - - - 18 - -' '- "-' FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone A.r���J77j ff7 2015 fASTERN METAL SUPPLY,INC. E i TM `� A � $ A g�- L E O ��� Accordion Shutter System r q� 7 ■ ■ w ■ H.v.RADE#1 W/OR W/0 KV.WNDDW RAX American Shutter Systems TM N DEWIFmoN M71 MAB W. All. �., TILLIT TESTING & ENGINEERING COMPANY Is :R: STATE OF 6w N.W.3WA+.K.Wa.367.YIkGI A WmNs.Itonuk)3+01 Association, Inc, 1 OLD 11-192 4 13/15 WE, 4/$3/15 PnnO:(305)571-v�]0.F0>,:(3(151877-1531 4268 Westroods Drive 2 DRAWING No F' SRI �aQc` u-mon:tmar000w.ccm West Polm Beach71 9 . FL 33497 3 rJ"OBJ �i�rrS�+�o,..,...•NGC�\: hF.x.R Uwr jr.uic 5- ----._--_•- Sti'�'E:1`--•-._ ,, NAL ,\ P.F. >EAY',/N(INAtr!)F /DATE s _ _ 4144_.-- -•-- 14 OF 2