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Home My WebLink AboutProduct Approval acts Nome Lop to User Repfstratbn Nut Topics Submit Surcharge Stats&Facts pubtiwutim; Fac Star ' OM Site"ap Wks Search Product Approval ��r^C USER:Public User IVED Product Approval Monts>Product or Application Search>Application List>Allpiieattots acts I J U L 17 2018 FL# FL389-R9 Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments Archived 1.3 Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bili Feeley Irodriguez@easternmetal.com Technicai Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr, 2 Validation Checklist-Hardcopy Received Certificate of Independence EL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC, DRAWING 17-107 CERTIFICATE OF IN�EPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).20F FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INOEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R4 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test tab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,POF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes 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 waits Is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 2 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1I AMERICAN SHUTTER SYSTEM ASSOC- Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT,PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures, 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI.389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missite.Max. 16'-0"span at 30 p.s.f ASD load Created by independent Third Party:Yes for Blade I and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back bort Cnntart US::2.601 8141r Stone Road,Tallahassee Fl.32399 Phone 856-487-1824 The State of Florida is an WEED employer.CcpyAgbt 3007-2013 State of Florida.::Prrlyaty Slassment::AccessRzlav Statement:;gehrad Stalemeat Under Florida lase,email addresses are public retards.If you do not want your e-mail address released in response to a public-records request,do not send etc ttronic mail to this entity,Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395."pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they stave one.The 'Watts 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 an email address whkh can be made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please crick hire. Product Approval Accepts: GENES AL MOTES: 1.BERTHA H,V,ACCORDION SHUM SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D,)HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA --------— BUILDNNO CODE,IN*ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT RICH VELOCITY HURRICANE ZONES, �• or.INSTALLED WITH A OSH1R CRONALl Y FACTOR K-0.BE DETERMINED AS PER85, SINGION,620 OF ASCE 7-1100 ABOVE UDMONED CODE.FOR A 8A=AND SHALL NOT EXCEED THE MAXIMUM(�A.SA.)DESIGSPEED N PRESSURE RATINGUIRED BY THE S IINDCATEDtiERE SHUTTER tNU. �� Q `} T�t'i of)SHEETS 11 THRU 15, 19&20. _ IM ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA_ _:_H�/LB Ap s_(D BY MULTOV64O THEM BY 0.6 04 CROER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEET 1 IN 6ROL'R to VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,NOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 DERTHA ILV,ACCORDION SHUM SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTSI TYPICAL WINDOW BLADE&WINDOW DETAIL - EL' S AND1+05 S 1 03,#E 1541 D,VAt1D ZONES ,2 24 3)&$122017 0 AS PER 1 , #124,01-06. 1LOI—to & AND O 10,01-11 AS PER TAS-201,LARGE L08SttT —202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2:_I•IV__0I AD.'(AND HV WINDOW.,BIA DE (M AND F.ARE ICA�W -HV WINDOW BLADE 0 80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,Z 3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER EIVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET B 2,HV BL OWC(i)ANO W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M,CONCRETE/BLOCK SHEET 7 3,ENEMA$IN,ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114xZ75-AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CEMERMATE CLEANS HV SHEET B STAINLESS STEEL SCREWS.WITH 135.0 kM NGT YIELD STREWN AND 180 Lai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEFtTERMATE ALTERNATING DETAILS tN SHEET 9 COATINO APPLICATORS,REGISTERED VATH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FIV MAIMNQ ON THEIR HEAD, 4,ALL ALUMINUM EXTRUSIONS SHAW.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35,7 kel FOR END MAXIMUM SSPANR TABLES SHEET 11 DETAILS 1—B,CONCRETEJBLICK SHEET t0 6005—TO ALLOY, PT ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5,ALL VCRtW COMPLY ST NNFLORIDABUILD 04 CODE AISI iSERIES.R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO WMIN.YIELD STRENGTH AND 90 kaT MW,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 0,BOLTS TO BE ASTU A--307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k91 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING 5HEEYS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 WBLADE Q&9WORKING IN UNISON; 12,13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X, WOOD SHEET 1B 8,THIS BERTHA TLV.ACCORDWH SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENT$OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 85'4581179 ISSUED TO EASTERN METAL SUPPLY,WG, ��..��. 0.TT SHALL BE THC TUaPOHStBRJTY of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO DIRE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK `D'��A WINDOW BLADE ON_Y ALL SHUTTER COMPONENT EOCES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WI?W/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 16,EACH UNIT UU5F BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURIWME WARNINGS HOME OWNER,TENANT,OR OTHERS,NEST PROPERLY CLOSE ALL HV AND HD AREA 4; WV WINDOW QLADIE-M ONL CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS, 11,SHUTTER UAHUFACTURER`S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.011E LABEL SHALT.BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EW<RY OPENING.LABELING To COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. M GE44 MIT W.V HCOV,ACOION 5HUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRONOED BY THE JURISDICTION WHERE GE 15,(0)THIS PLO,PREPARED BY THIS,ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECP,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.R. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY of TMS PROD=.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SMALL ONLY BE USED TO 111E CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THIS PIED,YALE BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SIZE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E1.R.)FOR THE PROJECT AND WHO WILL BE SPONSIDLE FCR THE PROPER USE OF THE P,E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E1,ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW, (g)oRLoi11AL P.S.O,SHALL,BEAR THE DATE AND ORIGINAL SEAL AND SIONATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TIN FLORIDA BUILDING CODE(Non Hlgh Volocity Hurricane Zone' TINT !�'"• o2017 xlECO•INC. 02017 EASSTERNMETAL SUPPLY,INC, FIAYYy.�Pr'L1C, fV �r�'�9' s�s�ss�lslss� T TM BERA S S A Accordion Shutter System ti y sui— ��iL�Gw V iNc. ■ ■ ■ ■ x rtv IAhDE#I w/0!t w/o II.v 1MNDDW!�. .. ` /�` ;'�' American Shutter Systems EV,t oF.StRWRO" DATE DRAWN Ott L.Q. • A(LfCf I''j TILLLT TESTING& ENGINEERING COMPANY •� T �� 41355 TINT.SLth SL.St..Sal.Vlw.m DAAIIDLv*.FLODISA 33141 Association, Inc. t OLD 15-085 7/27 I, dATG 07 27 17 �I} 4268 WestrDads Drive 2 DRAWING No Phma:(305)871-1530.Fax:(303)87t-1537 ........ . .`+� A� a-maT:plleso0aa.som West Palm Beach, FL 33407 3 S AE1lotEB-0000719 4 17-107 SSjOFIAL�Tr/ts WALTER A nUJT Jr.P.E. P.E.�S��AtT0YA5tt0l�Al'URE/DATE FLORIDA uo.1 44167 b SHEETOF 20. 3'P Eca vmbOw 9UOE® o VARIES - �• 4 �� '• of NO[. 6' 1-7 O .Q • yy4gg4• $, 0. 1 371• � 4.765' • 7• 4.99' Oy9• 4•f 1O—HV—SOLID BLADE ®HV UNIVERSAL FLOATER 7 O5 HV 90'1180' STARTER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W 1 QUALIFIED OR USE W/ / HV BLADEO ®HV DIRECT MOUNT HV BLADE 1A HV WINDOW BLADE'S 6005-T5 ALLOY AND TEMPER OVAUFIEO FOR U�SE W/ HV 6063-Y6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE C1) r 6063-T6 ALLOY AND TEMPER J 6• 1 6063-T6 ALLOY A1N7D0 TEMPER Q 0&S' oS 3 in (IYP.) 1(' 72 a .g 994' 842 $ • I 92' t3 y �7 HV ADJ. ADAPTER....... lithLIP •4j• ,2' se 22' QUALIFIED FOR USE W/ HV ®NV WALK—OVER TRACK -f.92o 14V ADJ, FLOOR TRACK BLADED 6063-i6 ALLOY AND TEMPER OUAUFIED FOR USE W/ HV @) TRENCH TRA •IC s• QUALIFIED FOR USE W/ HV BLADEn QUALIFIED FOR USE VI/ HV 6063-T6 ALLOY AM TEMPER BLADE(1� BLADE 01 ONLY, � BY—RAIN—GUARD 6063-T6 ALLOY Ar D TEMPER ^I VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E V// HV `f 1,936 BLADE 1917. a.. 1 VARIES 1,936' 6063-T6 ALLOY % D TEMPER 1•.083' ....I OB]' _ .083• 93• .093• '$ •� 6..I ill e .109 I gg a .12' -1 O ,y' 3 29 a!2: OB 670 ' m JZ4•• `.,Q.�.Ss m 9y 670 6 .1.666' I O• 670 11 HV CEILING HEADER 1 HV HEADE8 SILL • �a. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 13 -HD CEILING HEADER/SILL SEE SECTI 0 FIED FOR USE V// HV DE(1�ONLY, 6063-T6 ALLOY AND TEMPER O QUALIFIED FOR USE W/ HV BLADE 1Q 14 HD WALL HEADER/SILL ONS FOR VAIJLIDITTYY' SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 8063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(j ONLY. 6063-T6 ALLOY AND TEMPER 7u MY,XMN.YMY.[ COMPONENT A B T1 T2 Y % Y t II 1' 1• 0.062' <j'jj 2' 5'MAX.I 1/8• 1/8• 2' 2• 0.125' ...1:.._i 3• J' 0.090• 18 2' S'MAX.I 0.192' 0,192' 1 SIDE ANGLES 0 AUFIED FOP. USE Y!/ HV ALUMINUM ANGLES +9 zs 7 MAX.I0.190• OAPO 2U CORNER POSTS BLADE 1 QUALIFIED FOR USE W/ HV Q QUALIFIED FO USE W/ HV BLADE 1 6063-16 ALLOY AHD TEMPER BLADE�1 ONLY 2' 5•MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zona, 1tI11Q•`�� •' 02017 TRTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 19ERTHA-F1� Accordion Shutter System A.S.S■A■ c H.V. BLASE#1 W/OR W/0 KV WNDDW BLADE TILUT TESTING 6c ENGINEERING COMPANY American Shuffer $Y9}®mS Irv.a DESCAIP116R DATE 0 fly, L.c, ° eTA r i Associafion Inc. OLD 1s-Des 7 21+ wTE, D7 z1 17 T[OF Y 6365 N.N.360.SL,Sb.•A3.YIaGTM 6MDEN5.FLOR®l 3)16 1 1 Phcne:(305)871-1530.For:(305)971-1531 4268 WQ$tfOOdS Drive 2 - ,ORIDA: 111� a-mag:t814co0aolcom West Palm Beach, FL 33407 3 DRAWING No (� E9-0006719 �� V7 I EE v 11 WN.TER A TILUT Jr,RE. 1 lJ P.E:3SEQd J„ �NaPt'II�E/DATE noR0&U.!44167 5 SHEET 6 2 of 20 68 9 I/1'-70MI/' I/4'-00 IS C05T t�//{� 4 7" A ' d. T 11FAD TnRr+U60 t+Otl%KO l3Mv0. MB"CAM 0E CAST Y<S' � %.S.n,9. 17.OtC0 PAIArO I b (2 119.) NOtISINO fJUMCL LET Ii0 &IKEO PNfA[D � E Q CBSES ry1P11 ,062' 16x6• o• 31e• GRASS CNA•0EA 0gMR CYt1Mt£R 4 -amt' I •N� . 4.8413(ONR009 (C out I+LATOO) 9�L" v aoJ ft HY GENTERMATE Ly a= N}L(.QCK) NV EGRESS LOCK QUAWFI£p OR USE V!f HV BLADE IA ONLYHV L��Fs o }" 0 QUALIFI£0 QR SE WJ HVQUaUFiEO ¢R USE VJJ NY d063-T5 ALLOY AND TEMPE OU IED FOR USE W/ HV BLADE 1 &_1A ONLY 4 BLADE& ONLY. BLADE 1( & ONLY. 6063-T6 ALLOY AND TEMPER Z O ALIFIEO FOR USE W/ HV BLADE(t}ONLY 260'010, 1B. .B a" 6063-T6 ALLOY AND TEMPER PLASTIC HEAR MO(oEo .2. D TO n oI SCREVr .-- 1 r 6ti m 1, "r1,,, .2" 6il ,360•AFTER RNETINO •p0. :1 S ASH ZD % A;" BEFORE RIVETING �' S/"S.jHUM13et%n 14"0•-20 RIVNUT* *%CRIES 9644 ALUM44UM(2024-T3 ALLOY)LARNE rWIOE iNIN SWEET WISERT,PART j 0620,15 EW"ACTUPED 8f AVDCL PfElf "1 TROM ELEVATION �iV ALE "T" LG ^ 1 b 6B' H HCNrM TC%TORN,OARSK+PEII(,NEW JV?,CY 07054 OR COUA). O O " " QUALIFIED FOR USE W/ HV BLADE ) ONLY � HV FEMALE "T" LOCK CENTERMATE Hy T LOCK 11iY ALTERNATIVE OUAL)FIED FOR USE W/ HV BLADE iDONLY 5063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIED f0,j�USE , HV QUALifi£DFOR 6063-T6 ALL70Y AND TElOAP�ONLY WfHV BLADEGONIY, BLAOE(t�ONLY. 6063-T6 ALLOY AND TEMPER 5' i. 3.161 I D THUMOTURN 053' .214'-1 A63 .06, "�v 6 KEY CYLICYLUIER BER i .216' jiw 0 01875"Gin, I P 1 .125"Max. Cl HD CENJERMATE W/ NO LOCKING ROD WZ 'LOOKING 0 ^o �e$ 0 ; QUALIFIED FOR USE V!/ W BLADE 1 & QA) QUALIFIED FOR USE W/ HV BLADE(.g&& to 1 a<. 6063^T6 ALLOY AND TEMPER � G S "§ VAf0E5,AND Vol, 6053-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 &Q 1/4-u-hxC p /8b-Ig t1 ` 8053-76 ALLOYjAA2N0 TEMPER THUMOTURN 0ETA45) y� DO UK LINDER on KEY ^'V--(� f Af CYLINDER * 1.76 ldgll. LOCKING ROD � � _ ,/a g (4 HD LACK ..I 376.0 QUALIFIED FOR USE Y7/HV BLADE(21) n 3 ¢" 20 AISi 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. ccc+++ 6063-T6 ALLOY AND TEMPER �' HV 3/8 0—t f ACETAL ( -� � Q a}TISTALLAVON VALL REQUIRE A 7/16 HOLE THUMBSCR S RUES S.S. THUMBS-CREWS QUALIFIED FOR USE Wf HV BLADEQR1 & D +LLED AT TRACKS FOR PROPER EMBEDidENT QUALIFIED F4R , HV BLADE d QUALIFIED FOR USE Yr/ HV BLADE FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' i(1j71�,��it p1A,�� 017 EASTERN METAL,SUPPLY,INC.� 02017 mrEOo,INC. 02017 Tla i41 "CEN ' • ✓, A S A Accordion Shutter System r_7L�E 4 i N c. ■ ■ ■ ■ KV DAM#+ w/OR W/¢H.V.W14XIN BLADE r American Shutter SystemaREV.N DESCRIPTION oar% ORAwTi bn L C. TILUT TESTING Ec ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 27 1 Gama 07/27/17 'a L t 6355 M.w.3gtn.St,Sts 305.NRC^%CAROMS,rLOR CA 1318 .A ' STATE OF '^. ii+ Ph—:(305)571-1530.ro.a(305)671-1531 4288 Westroods Drive 2 DRAWING No "• A �J�1 a-mal:Ptac0000l.com West Palm Beach, FL 33407 3 1?tet j "' it ES-0006715 4 .....• t ii wAtTpiA.TILUT J1.P.E. !41 FLORIDA U..p 44167 5 SHEET 1p'E.'SF3AC_t. Ri'jDATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDO—LEFOR - HV M HV. 481TO BLADE T1 P in W BLADE I r@ Ag ECIGE 1A .1075, Mm 1-x 0820" B2S' HV BLADE 1A QLAOVS y HV LONG RECESSED NYLON GUSHING 39 i KNUCKLE (TYP) l;q 14V SHORT RECESSED NYLON BUSHING op, W NYLON HAT WASHER (DOR IR 3 50* 14V WHEEL CARRIAGE AJSI 302-303 SERIES 4 40 In 44 0.670`0116* THICK NYLON WHEEL. a 2 7 SEPARATION &MIN, w INDOW O.ISS'O AISf 302 SERIES S,S- RIVETS .0023-il w i— BILACE ;1, 11/4 @ , E.a82S' 3.7500" HV_1 3/4- ACCORDION PIN W1 #8 HEAD EXTERIOR i a ON CENTERS &RM,y L -0 J HV 2 3/4- ACCORDION PIN W1 #8 HEAD 2 CLEAR TY urrKEN PICAL HV.-WINMOW-BLANDE-Q AND- INATE IMPACT RESISTANT HV WINDOW -261S EQUTARBON&TE HV—WINDOW DETAIL ©OR (a or @ N REQUIREMENTBj (D OR Iq V WLNDOW BAYER MA(RC E:X 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SASIC TO BtNAOE 0011 M INNOVATIVE PLASTIC LEXAN 103 RESIN Y PIN S[OUIREME AT EXTERtOR-BEADE KNUCKLE FOR (D OR (SEE NOTE *F' ON SHEET III), v 0 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR �J FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 W(D OR EXTERIOR POLYCARBONATE SOURCES 44 ~-A= I4V to BLADE, TYPICAL. SHUTTER ASSEMBLY TfW.AL FROPOM Twak" Wxw MY PIN O&M. AT U�Pw (2) HV PIN @)MAY BE USED IN LIEU OF 0 AND ONLY AT OR uwW Oaf cls BLADE'S KNUCKLE. OPEC=GFKZ?f AM O)Q2 &M"1 0-00 Old EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HV(D 00.324' (SEE NOTE *FOR BLADE WHEN CORRESPONDING TO INSTALLATION "it', SHEET 7 REQUIREMENTS) .04 TOM["EUD SNUDAITH AM wa 9,400 v_&I- 0.50 04j, FUDOA44 VfRVMR AT 0703 12,Sw p" 13,400 0.01 (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER nPOUICAL MODULUS AM D7110 340.060 0.0. 34$.000 0,QL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. NOICKO aw AMU D288 is FT.,O/. 17 rr-f4tl. SHEET E A n�Alf MOKC opwr my 02143 47.2 X 64h is MAX REMBLY LAYOUT PATO Of OWNING AE;N D033 C-1 CLAWS C-1 C= my V=" 01 1040 T ODD AM 0153 TEnU VRDM AffEA W[ATKULNC� AM 639 9303 0,.1. 040 P11, 104=SV=OUCn V-WOMIO� ASTO 06 9"t I'll, 8900 P,#;. n1 , HV BLADE SOLID & CA HV WINDOW BLADE DETAILS I • - I N.T.S. FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zono: J A . ........... ► 020"TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC, \ EN vp BERTHA HVTm Accordion Shutter System KV. BLADE#1 W/OR W/O KV,W=W R-ADE 71 L77E Z�iwjc oA.SwSwA Arnerl0ain Shuffor Sysiferns usmpnotj, OATt Wi TILLIT TESTING & ENGINEERING COMPANY IC1*1111-OLD 16-085 HL21/11-ROAMP�7/2717 Assooloffon, Inc. IS..T OMMS.ALOFMA 3316( phane1(305)571-1530.1-:(305)071-1531 4268 Westroods Drive I DRAWING No ............Al- — 0-0a:tltnao..Lcom Wert Palm Beach, Fl- 33407 3 10 ER-00007ig A 17-107 WALTER A.TAW Jr. P.E. ILOROA L;c.#4�107 SHEET P.E. SEAL/SIGNATURE/DATE I OF.20 �• S�w 7• a *-NQ TES ON HV LOCKS AND CENTERMATES' A 8 C 0 ''eJ' 7 4 N S T U °� •�:' 1 • I ,�,�a .�$a� 1.MANDATORY CONDITION/t: ONE FN LOCK or 0 514ALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'AETOVE OR BF,�OW ]17. OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INET TIONS T ANY ELEVATION. HV LOCK 12,1 or g MAY DE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO AR It JL CENTERMATES W/(2) 1/4"0-20 x 1/2'LONG FLAT HEAD S.S. MZ, LOCATION OF LOCK SWILL EAS INDICATED ON TYPICAL SHUTTER ELEVATION. ©m ` HV LOCKS(Zr ,V' OR¢� AAY IBE USED ASEAN INSIDE OR OUTSIDE BETTER OCK. COOR NNECTION OF LOCKS TSECURITY OUP TO CEN CENTERMATES f� 1 ,,,,,,_,,,,, OR SWILL BE AS INDICATED ON NOTE 1)ABOVE, �•'`>:_1r' LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �e-Nyyg-- V N ®II 3OPTION&CONDITION 02,' o ICMLI IC ED HV. Oe LOCKING RODS 5 ARE NOT REQUIRED AT-HURRICANE POSITION, BUT MAY 4 6 0R O 44• m 0 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Qp OR AN ALTERNATIVE DEVICE g V MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), p ° 4.M"ATCRY C-0NOBION ONE FJV LOCK�g 11 S,kIALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ° AND INSTALLATIONS AT ANY ELEVATION, IJV LOCK ar SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @,CORNER CENTERMATE W/(2) 1/ 0-20 x 1/2'LONG FIAT HEAD S.S, M.S.TWO LOCKING RODS �S N00-HVC AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ra MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, .O.II I gSQ ONE ALTERNATE FJV LOCK $C MAY BE US IN UEU OF NV LOCK 0r FOR ANY SPAN AtJO 111iT"�"-ll }J � a ;1:ATTIONS AT ANY ELEg �� e d� -/ I cgE ° `oS SHOWNON 1/3 OF SHUTTER SPAN, 6,MANDATORY CONDITION /S FOR KEYSTONE MOUI�NG INrn11ATIONS, ONE HV LOCK®or or SHALL BE J USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or a or qp MAY Be USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W1(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D aq aRSHEETS t0& �/HEIGHT•FULL LV OF CORNER *NOTES ON HV-11—" LOCKS AND CENTERMATES. nvurto w111 CENTERMATEONE AACENTERMA��A' VI/$TE HV 'T'LOCK O MAY BE INST��JJ..LLEED IN LIEU OF HV LOCKS OR 9 FOR ANY SPAN AND �oxl�4 a©•Oa,Orn 1p .nw INSTALLATIONI'ELEVATIOALTERNATE LACK OO,.tAAY DE USEp AS AN INSIDE OR OU IDE LOCK.ATTACHMENT OF LOCK® DES GEINFORCING LOCKS AS SHOWN ON SECTION HVG,SHEET fl,WHICH MUSE BE CONNECTED '0-20 x 1 1/2'LONG 3.5. THREADED BOLT W/7/8'0 x 3/32' ©��'OO 'D°x©•OO + 18 MAXIMUM ABOVE D4 BELOWIMIDSPAN,TJ E OF TW0 LOCKING RODS dP! D®BOTOM IAS M pp OIRYr OR 12' CG'®°°OO' °°1B'�°R�•® *NOTES C, LOCKS CENTERMATES: 1.HO r+r'K;l w/N CENTERMATES 31-OR(31 w/ri : ONE ALTERNATE HD LOCK®MA a USED N Up Or TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS uy DR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEEVVATION.ALTERNATE HO LOCK Q$MAY BE USED N.T,S. AS AN REINFORCSIDE OR EMEN7 NSERTIM LOCK.`y AS SHOWN ON SECTIONS HOB--OF HO HAND RDC-HVIS /C,SqH�EET s x 106LOCK MAY Be INSTALLED MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL FLORIDA BUILD! CODE on igh Velocity Hurricane one: ILL Q�' N /P ISS 02017 TILTECO.INC. 92017 EASTERN METAL SUPPLY,INC, `t �'• '••\CE sF''••�9 z E T A TIA A.S.S.A. Accordion Shutter System • KV. RAM#1 W/OR W/O N.V. WNDOW MADE Te F -, Tki American Shutter Systems EV.N 0[50RIPTIm1 VAT[ aNAxN ITW LQ TICCIT TESTING ENGINEERING COMPANY Association, I Q .•F ; ,p 8J5S H.w.J8h 54,Se.JOS,vRdxu O�FOENB r1o°a atf° , nQ. I ALD 15-086 7 2711 OAT[: 07 27/t7 Phone:(305)071.1570.rax t(705)871-15Jt 4"L66 We5tf00C19 OrIVO 2 S '' •..••• ''\a ,1` a-mot;tMeeo0e°l.00m West POIm Beoch, FL 33407 s DRAINING No / A nv II EB-0008719 S Q�p I•E`" Irr L WALTER A.TILUT Jr.P,E, 4 17-107 P.E. SEA7CJS1GI(( URE/DATE IL0=U /44157 5 SHEET ® 5 0f 20 POURED NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE QY OR CONCRETE BLOCK IANCQETE CONCRETE SHEET 13 REOVIRED (//4'0- / REOUIR 0 REQUIRED ) CONCRETE ANCHORS A'ACHMEOBCpEWS,S. CONCRETE ANCHORS rtR '^I (SEE SCHEDULE ON VI/ / '` Q 16 ©A ttYbTONE(SEE 401tt:fi10®ON SMELT 7) /1 (SEE SCHEDULE ON SHEET IJ) /' i f /` SHEEP 13) NUT$0 12'O.C. -- 12 OR 14 Min. 1/4.0 Mw ! ' --_-- EO EO MACHINE SCREWS EO 0 -f' USING 1/4'-20 NUTS ��: I .I O 12'O.C. •/2- E,D.• / .250'Max. ''. •_-_-- 13 15 ,' .! I I l E. D.r 13 oR 15 /,f: I E rL, •/I I I 1 -.230'Max. r i C,1'. C r.250' E LOOM. f__ rr • I / ; ; �OPTIONAL I If li i 1 �` 1', i WPnONA4 + li �� I LUL STPARAT01 ' 1 I ro aA59(cE I � II FORSAMDAM, Ei. --0OR 1®* i I EXISTING MW.SEPARATION TO CLASS 1 O! 4)111 111 i0R I AKS ISWIg � ' MD,,SEPARATION TO CLASS I t GLASS -(SEE schEOULE ON SHEET 11) + „ "-(SEE SCHEDULE ON SHEET 11) EXISTING I �A BY-WALL HEADER INSTALLATION Guss� j @ HV WALL HEADER INSTALLaT10 (� IN WALL-HEADER—INSTALLATION + KEYSTONE EXISWNO ' MIN.SEPARATION TO CLASS /I ' ' (SEE SCHEDULE ON SHEET If) V- 1 ss---� ro',WATJOR ♦ ; I 1 1 ExrsnN'GMLN,SEPARATION TO GIAS$ CLASS--1 ,1 F1xt tw>< , , SEE SCHEDULE ON SHEETa,Baer,5 r°REXI SNS / ' Lpo- E. ONAL ;' / / � .E.Di• /I' .' I+ I i V0,Moa. i/ D • 1 oanoruL _ 1 / O3 Oa 15 13 OR 19 Eo Co 12 OR 14 --- / / 1 4b-zox3 4'HEA Win. '% EO EO PH1WP5 TRUSS HEAD ' / TRUSS HEAD MACHINE SCREWS POURED CONCRETEJ !, �- '•✓ ! - 17 18 MACHINE SCREWS USING I !", , wNCRETE ANCHOR$ 1/4'x-20x3/6'S,S. PHIWPS CONCRETE ANCHORS / i V t/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/-1/4'-20 NIRS® 12.O.C. (SEE SCHEDULE ON SHECT 13) MIR, _ POURED CONCRETE SHEET 13 / ' OR CONCRETE // OR CONCRETE BLOCK ) HALL REOUIRED O HV_WALL SILL INSTALLATION (SEE SCHEDULE oN REOUIRED POURED CONCRETE SHEET 14) QF .NV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REouu+Eo O HV WALL SILL INSTALLATION r10TF FOR COlAR'NATION OF SGTI0Y5: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E. E o EDGE DISTANCEONS ON ASSEMBLY • SEE WAITATIONS OF USE FOR 2-VOUNV40 SECnONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 T--HV BLADE DJ ANY WAY'TO SUIT ANY INSTALLATION 04111 - A FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone' '14 •'��CENs�•, d9- 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 4 N� BERTHA TLA A■S■S■1�1. Accordion Shutter System . HV. BLADE#1 W/OR W/o FEV.WINDOW BLADE % �� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems w OEseAlPnow ogre 0RAW71 Rr, L.O, '�••'••.�ORIDa•'\V�,1A` 5353 U 36w'.St.SW-SAS,NAG�MA WIDENS,FLOROA 3315 Association, Inc.In1 OLD 15-085 7/27/1 oAa: 07/27 n ��'3'1 '•+......•• ��T^ P"";(305)871-1530.Fax:(303)871-1531 4268 Westroods Drive 2 s'/ C11j1I a-ma0:IIItFCoCOU.ccm West Palm Beach, FL 33407 3 DRAWING No RIVAL 4� 1 EB-0018718 �� O� ''��•�x�gFFrt''F WALTER A.TILUT L.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lb.i 44187 ° SHEET ° 6 OF 20 (PAR1710 POURED CONCRETE ANCHORS • (SEE SCHEDULE ON SHEET 13) OR EXISTING WN,C CONCRETE (see EDfEDt" REQUIRED EDGE OF LASS4 it) sw SLAB 1, 10 AP"'LJWLE EXISTING MAMIE& GLASS '0'.g9m) I EXISTING G ALTERNATE CLASS Tre 0.3/4"HEX WASHER HEAD j Da 3 OR 85 3 JAN, SCREWS 0 t2'D.C. SLAB DF _I 1 ) — Or 310 'CONCRETE ANCHORS a PLICABLE AP 7 (SEE SCHEDULE w sticer 13) U. Ge OF A 1 1""J S IF EDGE or— '/ SL= EDGE OF CABLE APP, APPUCQLE FLAT WAD CONCRETE ANCHORS W4 UPAPAWt Le —5 LAC IF to 0.4Z w CONCRETE C (SEE SCHEDULE ON SHEET 14) REQUIRED FLAT HEAD CCNCRM ANCHORS OR cop"OCIR,E60 (SEE SCHEDULE ON SHEET 14) 1 mv. REOURED n.—..— I- (jD TRENCH-INSTALLATION VALID ONLY FOR UP TO +70. -76 PSF A.S.D. 0 HV FLOOR INSTALLADO CC)HV WALK—OVERA 1STALLATION DESIGN PRESSURE RATING FOR SPANS PER CISt SCHEDULE 13.SHEET I I HV CEILING INSTALLATIO CONCRETE ANCHORS ULE ON /4.0 RW"IT RN PW 11) _(D 11%,W) 7 ADVANCED 14=/ A EX1=G EXISTING S v TroMwIcir OR 1/4-0 form FA.XNERS TAPP[R+At*+=W/ crmrr) 6. GLASS CLASS to FOR UP TO CV-W ViAN AND 3/4,Wi.VASEDIdENT 0 4'CC.FOP EPAfS LIXOR IIIIAN 1/4' '--W MO.APPLY fASTINER WAD V MAX. I JIO,3/4-HEX 3 rMAX. I OR @ WASHER HEAD 7 CONT.SMA"T TEK SCREWS F 0: 1 14. AIL r2a17 TEK SCREWS a 814x7 4'S.D.1 LIM 12* 8 '/��/z z A* X HEAD 040/4* HDC HEAD ANCHORS X CONCRETE 1 6 �T 0 91 O.c. OR 1/4 S's' W/NUT 0 0-O.C. (SEC SCHEDULE ON 11 .z SHEET 14) IN, Emilia Roll 15MCIFURAL T-;*------ 17 @ 7 2"GO MIN. WALL TRIM(DECOPANVE EDGE OF @ E.D. StUL) 1103/4*F.H. MON. - - 9 9'O.C. REQUiRtio 1 7j8*. 1 7/0' SEE NOTE I SLAB IF —POURED COMM APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) POUR (SEE SCHEDULE ON ON SHEET I t3(b) IID CONCRETE ON SHEET OR SHEET 14) L 60 CONCRETE BLOCK POURED CONCRETE OR CONCRETE BLOCK REWIRED REQUIRED (g)KEYSTONE M UAXI OPTIONAL POURED HV WALL EWORANSTAULAMN HV WALL-WALK—OVER INSTALLATI-Obt UUM A.".CESON PRESSURE -61,-72 pof CONCACK mum p0mv;VAN W-V REWIRED HV RAINGUARD INSTALLATION t t THIS INSTALLATION BE NgTE Fng CON81NIMION OF S CTION a E,0,- EDGE DISTANCE REMOVABLE WHEN PERFORMED 014 stizEr 13) OPERABLE VITT S OR ASSEMBLY 4 SEE INS HV BLADE ADJACENT TO 94 X URA OF USE F 11-$CC SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS OR ENTRANCE LADE VA ON SHEET 19 STA DETAILS W/ (I i-VOIRMNo SECTKINS CAN BE OWBINED I —_ - IN AIN WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zono, .. 02017 EASTERN METAL SUPPLY,INC. ........ 02017 TILTECO,INC. BE HVTM .. ��'-, Accordion Shutter System 0. rlw Ec7o7i t 4 7c A.S.S.A. H.V. a"#1 W/OR W10 H.V.WMON MADE AmertGcn buffor Systems N. DESCRIPTION DATE DRAWN By. LQ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 O!M DATE: 07/27/17 15355 N.W.34114 St.Sw.305,"I"'A MOMS.I'LORVA 3310( ....... Ft,I(30)871-15W Fa::(305)871-1531 4268 Westroods Drive 2 —DRAWING No 0-9:Vltw�6.0.cwI West Palm Beach, FL 33407 3 S-00067 9 4 17-107 -Z�ON4 11.1.1 A.lw'&.P.C. rLORI Uc.#44167 — DA 5 SHEU P.E. SEAL/SIGNATURE/DATE I 1 6 _7 OF 20 $ SEE NOTES ON LOCKING RODS®,W LOCKS(D of Q YI ANDC IK" �3VHEET 5- OUT 0' EXISTING GLASS INSTALLATIONS W HV SLAWN 1AUGFOR ALL BLADE WZ HV CENTERMATES CENTERUAXES APPLICATION WITH BLAOEQ fQ«®a s(�" •(77 8�w 10 •13 4A OR 2 SEE-END WALL CONNECTION i 6•©-@`63-10•0a EXISTING GLASS DETAILS.-ON S SETS 1„tl 2'xYwl/8"r0'-2 I ®•®w�.�wk:J`1L:J 3 1/4' 7' 8 1/2" 7' (Goa3-Ta ALLOY)Atuu, �ppQ�1FIG_ ! YMMETRYCAL MIgLE W/(2) I/s'0 XAPCON 1/2" NGR t cn a1C S 0 CONCRETE ( • T ES 1Rtt.SEPARATION (TOP/GOTTOIA) 110x3l/e S.U.S.0 12' 0 r To Gtns& (091ox1/2•S1J.s.TO TUBE D.C.FULL'LENCHT. (SEE SCHEDULE AT EACH AHGLL MP) I N ON S14ELT 1)) III J -------- ---- G j E ff CJ } /o Ile �a�w6 •A7�oR 8(�w10 *®eR �% o OUT a HVB HVC ip`�04�•v�w�`Qw HVA 1 J°x�°R©�O7 aR 8�"w10 •�3 EXISTING GLASS POURED CONCRETE OR _ 10• 15 _ 3 w 1 a ER NCR o BLOCK WALL w------ -7� � � D Isn1rG `®rpt�J` tJ°tV`�°nI SY`'METRICAL IN V(b`9°0®'O'Q"' I M: • ort 5 �„EltFSTIN 4 MIN.SEPARATION 3 GLAss 1 C�NTERMATE$* 6 �Q•�s}�+{1Q��w®` (SEE HETGLASS ) � : �._ * m yY/�'�)V LO�CK�6 g • w 9 t m 1 • ON.,HEFT 11) ,f oonowi. e (INTERIOR) fdtN,SEPARATtON ar '��{ {SGL SCH£t?ULE I N OP710tlAt• _ ON SHEET 11) (INTERIOR) fJj,f 0 `t.NCRETE ANCHORS IT Ie"Q.C. 7-11 * ox 1"/'V - �* 1-(^J',,o. I•,!'/I OUT a 1/2"MAX,SLACK OUT 3 5 (EXTERIOR) HVE JJ C? HVF** HVD ftpT"`l'p �� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECA,WC. It�52017 EASTERN KETAL SUPPLY,MC. ` ex. • BERTHA TtA c IILIEC O �■c. A■Sn ■A,■ Accordion Shutter System * H.V. RACE#1 w/OR w/o KV.WINOOw MADEa31�,tYDF� w American $ITUttB!' Systems EV.N OrWAIP ION VATIC CRAx71 SP LC, TILLIT TESTING & ENGINEERING COMPANY ARC'' kQ o Association, Inc. 1 oLo +s-aas 7/27/1 GATE. 07/27/17 6355 aw.36N.SM MA Ste.505.VP "ROM FLOROA 3316 ~` ••�••'� , Phone:(305)071-1538.Fax:(305)871-1535 4268 westroods Drive 2 DRAWING No Icy''ts� 1MAt �\ 1p` o-moE: 000671d,eom West Palm Beoeh, Fl 33407 3 17-107 � �7 r,r EB-0006715 J rt WALTER A XILLR Jr.P.E. "�-rrr rtrrr' FLOR=IJ./44167 5 SHEET P,E. URE/DATE 6 8 OF 20 N TE NS TION W "T" LOCK HV ALE/FEMALE 'DTDD LOCKS C N E ES 8 8 LOCKERS f9Z W 1 LAD eve run collet rs)ON DETAILS ON SHEETS +0 k w INSTALLATION__(1} HV SLADE OUTf IN Enm�9 MAM 4>� Da ,n �„E9�r r e. —HQ CENTERMATES -- y� A5 WYU.A5 UNNER3AL 1. 0th( suoE®OSrAII NCO-WW, �a�a 6�•d�•V t0,Qta oa'>FuTEO oN SWCEr, O Na1E0 wrtN Murea+u -11,- ND WA 1 GaNNE0TI0N I 1o•®°'QJ 4 '�.�W - >lEr�l oN,� Ers +D . +a a203-m utan MIN. S 3 ( ANCLE WJ(71 D{re roam Ila,AM @,S _ I (onnatW 'p (oPr,aw.) ati7i9.irr('sQR� i coo L /(0.3.14•SAS.0 12' IN 3 4T G9W,aaE.(rrq 0C.raL LG:aa'. pug' v"io�cuu'"sDfO" IN 30 HV "T" PINS(W.) 7 314 tcsc r4Irout S 3 LOCK (INSIDE) A i Ia Pan n � f 1 — — -------------- ._.rte.— r $2 5 + 2 29 1 5 3v, 0�T31 oat 3 31 oa 2 3+0a(3�2 ��31 Oa 32 3 1/4" 0-20 x i t f 2" S.S.M.S. 3 x (OPnoND�i) *SCE ttO1E s ro(t Mr LOOY.�, W/ 7/8"0 x 3/32" WlNGNUT. tcwaa+u)}Jos-�Hy� OT •r LOCK,on SNEa 0• HV "T" LOCK (OUTSIDE) SYMMETIRICAL HD CENTERMATE$ O MMETRICAL�((� �FjJTERMATES 3� 26 W/ CK {EXTERIORl �CK ( ITERIORI t 9M9 9444 JiViWg A * (2a»-t3 sitar)LAPCE n=Pelf a�m©•�m$�o to•�� 1W[tt w.arEtar,Parr f 0129. �•�'�•��C 1 °' Al(IATA rAe7LRC0 8Y rro[L 4:1410M � TEiTOW1,PAaS,PPrJ71.tav 0ASEr ©•O7 •©01©•4J•®a 07054 an COVAL m!lona eq Lamm Aw.0 b ore tom ON PW 5 **o'1YfA:C ROAPNO A=0 WXL 4V-WM e iPSA w At will a(+RE 4PPWTOa Wit 83A9E© HDD—HY FLOATING STACK gdrrnr�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone • •. ~��= i�J 7017 EASTERN METAL SUPPLY, INC, 02017 TaTEco,INC. BERTHA H TM o. A A Accordion Shutter System 1L E C O INC. ■ ■ ■ ■ N.V. 61AM#1 W/OR W/o H,V.WINDOW eIADE ! : TILL,T TESTING do ENGINEERING COMPANY American ShuJJer rays#ants pr. OEscnrptnou 0ATf ORAYtt 9r L '. �'»��t 0353 N.W.76th.SG,Ste.305.YMM 0IRo0,1,rWnOA 33ta ASSOC1aJ1on, Inc. , OLD 15-OeS 7/27+ oATE 07/77/17 { .n0 A w Phone:(305)871-t53o.F":(305)871-1$31 4268 Westroads Drive 2 DRAWING No •- IyAL.E� 11111 D-ft'*k1t..0-tt0m West Palm Beach, FL 33407 3 17-107 ^" rAArArrDr1 WKL1ER A.17WT Jr.P.E. rLOM04 U9.#44107 5 SHEET P.E. SEAL/SIGNATURE/DATE e 0 OF 20 _�...��.r POURED CONCRETE POURED CONCRETE �t OURED CONCRETE POURED CONCRETE OR t V f` OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL ." , OR CONCRETE .�,V/ BLOCK WALL REQUIRED �`, BLOCK WALL REQUIRED 1 i REQUIRED E ` BLOCK WALL REQUIRED i , ,lJ� �EXISTtNG GLASS EXISTING GLASS r CONCRCTE ANCHOR' r EXISTING GUt55 i' — �'' a'Mtt, !STING CLASS ,�. a 18'OEC. ` -f SEPA ' . 1, 1, '"•11 a AW.-" W;5S(SEE M.SEPAMTIQ:O MN.SEPARATION I Sp#DULE RU SHEET f TO MASS(SEE Lett�3''AJNIIRI EO EQ r. TO GtAss(SEE i i FCR BUDE IDAtb7 I SCHWLI F ON SHEET �J � TO MASS(SEE SGt�k.E ON SHEET 11167x3"MAX. ON SHEET 19; !� 11 rCR$IAM ANA r i SCLfi%fiE U7 m ET j I I FOR BADE(DAN✓D (6063-T6)CONE. BAOE^o m& - ION 9H"ET 1)FOR I fa" 1a+1 MET 19to i`cR CN SfEE7 18 FCR ALUM.(�CLOSEEL , iE51pEt t & PATE.IEHOS E 1/2- AT /+2 , HLNDES(DAlQ9) tAOJ, iI OF& --.- 4-USE 1'OR 2'MAX, I -�.- t 010x1/2•S.M.S. i (AS ArPUCABLE)x2*xl/$'.0'-2' INOxi/2'S.M.. ,-r-- �" a 16'O.C. ` _�_-�_� ALUMINUM CLD ANGLE �-g'" �`-' _ Q (0063-TS ALt,OY)AT MIOHEICHT (1)JSOx1j2'S.M.S.TO®dc -, Q 11 _ �� (z)I/a'p raPcoes nNcuoRs To I SEE DETAIL%FO WALL AT I'O.C.(LOCATE AT � SIDE CONNECTION OR ® EITHER SIDE OF(D) 1 OR O • SEE DETAIL X FOR • TO TRACKS -R SIDE CONNECTION ) OR w(�f«©•O7 4) Id•@« SEE DETAIL X FO Q NECTION /0-0.0,� 0-'t0^0a . a .6- 7-8.@-@. TO TRACKS a w,c6�, t7«B If�0.0eA IO•0a0,0a©:Cw SIDE C40 TRACKS L'J'0a0'v✓"0'®« 1 .Oee0,@-0,Om 10•� °' ©'7O'A©�,«©'4;/'0w 6*0-0-0-0-0- @- O'0«60-0-0« ®•\:J•Oa 66.@-@- 0-112) 0«Q'70'®oe 0.0m{0`@-(Z)-Oa a u$ m a a 8 a I 8 8 a B a 9 ® -0-9-19 `✓•® 0'0 O ' 0'® 0'® O'0 ®'®1°0•�O'0 O'® ®' NJwA� ND CONNECTION DETAIL i END CONNECTION DETAIL END CONNECTION,-QETAIL(3) ENDN END •X REOUIREO ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL 'm d• EXISTING G1A55 /'� REQUIRED —V— wN sFraRnTwN 8 10.1 jY S.M. f -- --- -- ? -- --_ ro taAss(FEE i_...-._-s.._ f' a 1S•dC. VON.SEPARATION Y SCHEDULE 0M SHEET i TO GLASS'S(SEE __ J 1,�_- ---_- �OR S�OR�OR 11 FOR BADE(!)AND CONCRETE 112'MIN. SCL91'XAE ON S}�^LT _ _ _ _ oil SHEET L9 FOR ANCHOR O ,' 11 FOR EtAOE ANd Q ------ - / OR i 3 CR T OR) EuAX•.S(>&QAC 12'O.C.: ON SHEET 19 OR CONCRETE' ;.�_ 1 5 BLAtES�& ---- OR@ NNCHOR -' i ! LEO Np 18 t z`MIN.- 7 `--Itt i" 4 I;-�:: '-'{. t _ "'-'- f'' 1 MIN. r _ �_ izz:EQ `< 6 OR®OR(DOR f .2'MIN, - ♦SEE ULA AnONS OF USE FOR �� rA 1 2•MIN. BLADE ON SNEEf 19 OR 13 DR t�aR tOR� .SJ.4s•• ^ f 1 OR �' PLAN OR DETAIL POURCO CONCRCTE OR . , Q«,®�«©'O'g4'td•®" 1 to•��a •�wfl•�« N S LATiC CONCRETE BLOCK VIAL. 1 U•0«0'0"1„/•®« 6 7 a 6 7 REQttRLD O O © O'O'b�« I, HV BLADE OR BY WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILC L� W «p t�A� FLORIDA BUILDING CODE(Nan High Velocity HurriGGnO Zone,' L •., '-.• 02017 EASTERN METAL SUPPLY,INC. 02017 TIQECO,INC. ��'' , ' CEN,pF•..�yzT -BERTHA TM * iL E C O iNc. A■S■S.A. Accordion shutter system * tLv 61AtDE#t w/GR w/o H.v. wtrmrrr American Shutter Systemscv.! dcs-lon" DATE DRAWN OV.- LZ. �3 i TILLTT TESTING & ENGINEERING COLiPANY C'�•,t,'•,.�� :,'' A,� 6355'N.w.30th SL,Ste.305.MCM C=ENS,FLCMA]316 IASSOCiOtIOrI. Inc. t OLD 18-085 7/x7/1 OATEI 07/27/17 I PnOne:(305}87i-iS30.Foz:(305}071-1531 4268 Westroods Drive 2 DRAWING No CONAL^ fit\1F IITsEdAn11 Nl,rac.tcP Hest PDIm Beech, FL 33407 j 17-107 MTEIE TM FLORIDA U..Q 44167 6 SHEET P.E. SEAL/SIGNATURE/DATE s 10 OF 20 SCHEDULE 11 SCHEDULE 2 SCHEDULE #3 MAXIMUM SHUTTER SPAN! "L+" OR "L-" MAXIMUM SHUTTER SPAN` "L+° MAXIMUM SHUTTER SPAN*"l+" I �jytATtON EFFHO (ft.). FOR INSTALLATIONS W1 OR "L-• (ft.) FOR OR -L-- (ft.) INSTALLATIONS CF 'RMATES, ® &0 Or(})1 or�w INSTALLATIONS W/ W CONCRETE & WOOD (t)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.Y. LOCK U or @ or ar & W/ ONE HV LACKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK W/ NO LOCKING ROpS or ONE HV LOCK Or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® 4R wJ NO LOCKING WALL. A, 0, C. D. £, M, N, O, P. 0, ASA,DESIGN PRESSURE PAYING, CENTERMAJO 28® 29 Wf ONE VtJ 110 LOCKING RODS DS MOUNTING F, K & L R. S. & V. TLOCK 30 W/TWO LOQNG (SEE NOTES t.1t) i'Q"" (vAUO FOR rAOurmNo Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAM FOR RODS 35 TOP �S&+BOTTOM tt)SEE SHEET 7) FLOOR/CEILING G, H. 1, 11, J T. U. V! & X WALL MOUNTINGS (TOP/8OTTOM) OR FLOOR/CEILINO: coca t=3c v,Doa INSTALLATIONS Q CONCRETE&w000 CONCRETE MOUNTING & 1d LunwU autouuu 11 STALL TIONS www GIVEN A POSITIVE A.S,D. DESIGN PRESSURE RATING, A.6t1.pEyg1 A.A.,w A.3.D.OW01 INSTALLATIONS DETERMINE MAXIMUM SPA14 "L+•FROM SCHEDULE, K"SUa6 WALL GOUNPUG FLOOR CEILING PAE83U4C WALL IAGUtITINO PRE6?A.E FLOCK/CoUNG UOU"Na / aAmm RUNG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, Ra.f.) MOUttnNG OR (pnlJ fI'•+'I.1 i1.O0R/COLING MOUNTING �oq'1 DETERMINE MAXIIAUM SPAM •L-"FROM SCHEDULE. (+6a-1 (+CA-I (+Da-) of (i xut uOUNDNC 6 MAXIM SHUTTER SPAU'L+'OR "' FOR 01) Lf (1) L-(9) E 4 (ft). t-(ft) L+ (it) L'(P1 FINAL MAXIMUM ALLGWApIC SPAN 15 EQUAL TO THE 30 OR LES I W-0" 16'-0' 16-0" 16-0 30 1 G'-0" 16'-0" 30 16'-0" I6'-p" 105 List,A S. INTO ON P SHALL DE UMRED TO 105 List,A.S,O,DESIGN PRESSURE RATIrtG. G1LNiM'1A DETERMINED SPAN 6ERVEEtt"L+'AND 35 14'-10- ,4--10` 15'-2' 10'-0` 35 ,4'-to• 14'-10" 35 15'-z' 16'-tp' 40 13'-10" 13'-t0" 14'-2' 15'-2' 40 13'-10' 13'-10- 40 14'-2' 15'-2° "..--..�...r— {3) PROCEDURE TO DETERMINE MAXIMUM SPA!! FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1` 13'-i• 45 13'-4' 14'-3' 1• t1V CORNER CENTERMATE 83 MAY DE USED AT ALL COMBINATIONS 1N BETWEEN WALL MOUNTINGS 50 12'-S` 12'-5' 12'-B 13'-7' 50 12•-5" 12'-5` 50 12'-3" 13•-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10' IV-10" 12'-t' 12'-11- F70 111-10" 11'-101 55 1V-t" IV-11• FOR A GIVEN POSITIVE A5.0. DESIGN PRESSURE 60 i 1'-4' 11'-4" IV-7- 12'-4- 11'-4" 11'-4' ED 10'-2' 10'-11' NOTE)q5.SHEET 5. RATING; 65 10'-10' 10'-10° it'-1` 11'-11' to'-t0" 10'-1o" 65 W-5` IO'-1' DETERMINE: L++= IAAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 8,-9" 9-4' 70 t0'-6' ifl"-5- 10'-9" tf'-5' t0'-6" 10'-B' L1!+a IAAx."SPAN FOR fLGGRfCEtUNG MOUNRNG 75 10`-1• ,0'-t' f0'-4` 11'-1" 1o'-1" f0'-1' 75 8,_9. ttEXCEPT THAT MAAMUM SHUTTER INSTALLATION$, 80 9'-10' 9•-10" HY-0" to•-9" 9'-10° 9'-10` SPAN"L+•OR'L-'AND MAXIMUM ASA,DESING FOR A GIVEN NEGATIVVE A.S.D.DESIG14 PRESSURE 65 9'-8' 9'-5' 9'-9' 10'-5- 9'-6' 0'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9`'3' 9'-3' 9`-5" to`-1" 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" W-9' 9'-2• 9'-10' 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX, SPAN FOR MALL MOUNTING INSTALLATIONS, LIMITER TO +64,-72 Px,C AND 8'-0" SPAN, SEE L2-- IAAX,SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9, 6'-4" 9'-0" 9`-7' too W-91 B'-A" MOUNTING @ON SHEET 7. INSTALLATIONS, 105 6'-7' T-11- 8-9' 9'-4' 105 8•-7 T-11' 9'-2' 110 8•-4' 7'-J MINIM M BETWEEN ALLOWABLE SPAN iS EQUAL TO THE 115 $'-2• 7'-3• 6-4 W-1r 115 8'-2- 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+•, 'La+', 'Ll-'AND-L2= 120 0'-0" 6'-i t' 6'-2' 6'-9" 120 8'-0" 6'-11' (4) GO To ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0` 6-5` 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S,O, DESIGN 130 T-8' 0'-5" 7-10" e'-t• 130 7'-8' 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7* 6'-2- 7'-9' 7'-9' 135 T-7• 6'-2" MINIMUM SPACING. 140 7'-s" 5-„^ 7'-7- 7'-6• 140 T-s• S-11, ASTM GL ASTM E-1996 GLASS 145 7'-3` W-9- 7'-5' 7'-3' 145 7'-3" 5'-9• TO ASSS 150 7'-2` 5'-7' 7'-4" 7'-0' 150 Y-2- W-7- 155 7'-o• 5•-5` 7'-2~ 6'-9` 155 7'-0• 5'-5" 1 THRU 3 160 W-11' S'-2- 7'-1' 6'-7" 160 61-11' 5'-2- 165 W_,0• S'-t- 7'-0• G'-4' 165 6'-10• 170 6'-9" 4'-11- W-I I" W-2" 170 6-9• 175 6- 4'-0' 6'-9' 6'-0° 175 6-7 4'- - 0'-8• 4'-8' 6'-8" 5'-f0' ISO '-6- 4'-6' 01D HV BLADE 185 B'-5' 4'-6` 5'-7' $,-8' 185 W-5- 4'-6- 1 . 190 6'-4' 4'-5' 6'-6' 5'-6• 190 6'-4- 4'-5- 195 6•-3' 195 6'-3' 4•-3` 200 6'-2- 4'-2' 6'-4' S'-3' 200 6'-2' 4•-2" 205 6-1 4'-r 6'-3• s-1- 205 6-r Iv All. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ` tiwT 02017 nLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ' CENSzc•:`�s' BE7 H11Ine c. Accordion Shutter System�IWEZ�o ' AwSA■ KV. MADE#1 w/OR w/o H.v.wlNOd1V l3" -a'•, �/ T,LL1T TESTING & ENGINEERING COMPANY American Shutter Systems Lv.ll OESCRIPTICH DAIS DaAu1J fi:u i>vv.1.a. �tC Association Inc. 1 OLA 15-OBS 7/27/+ OATr' 07/27 17 AAA rass u.w.3am.s+..s A.36s,wacuw 6+RDa,s norroA alta 4268 Westroods Drive 2 DRAWING NO Phone:(345)671-1530.I-:(305)871-1631 �` •., t..•' to A-mal:(1Ie400-I.0 m West Polm Beach, FL 33407 3 17-107—)d7 •-�SSiQNAL.�� +`++ E6-00067i9 4 WALTER A FLUT Jr.P.E. /,' FLORIDA UC.if 44167 5 SHEET P.E. 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'morn n upm", nR7nn iF3 000HiDSW O r1or��nlE�iim��°nnealn �'`°m• ill— rm repmmnn nnb°io�mmnnPoi{"�ncRRaRa,at�l�iloio � , N •• � � pOA mllii:Rpn1 pnIFR iF7tRnpn R7 �cLL`iiidmnnnARidRp��p•�®E]FIE#Oii A nAA [ERO4nRCR��CI�I�mnI1�I ZCR��S MMR8ul �nOQni� ol�In�t�Q 1 •} R , i n�lnlS Q��RAM�b �OAROR ®AdnAinilnal H=Imm0Ross � npplGfd ..M am *~ R n Ica nRa Iml ppI Nom ppo�nnppQ�R7 qn �R711RmM7nME�qp f�l�R>!E]IdM7n �fI21�assas[{!1®n®NomuR�lanalnR7ni la I�AAQ7EII>♦nnncllr:,ilICRRSINKSMnR7n �nnSRO nRin n0p nn nAp nR7i'inR7iin ironpnnCRFd]k�IFppUn ®� � nn QnnD�llPo um==1CR[>IIL9NEI nnAAn�nlRR�qRRdlmmn� pp�idoAinnoAinRp7lmnQ�'1n11CRA a onnqnolRaonl " Ra IcarCf CpAIObqaiR��pO�m®CRiLRnmmpnpnn""Ous"UGi0�O��n i�l �a�RaRl [LRR7 Inn®ApiLRR;RnnBEEN RnIanCMR�ZiJ�.2'�n nilnnR7�CROOnnRiCR �ClinR7 T �. j`• I• i• f ��f•, I MAXIMUM ANCHO I MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Acn DESM NEGAM PR URE.09NG AkD A MOUNTI PON(NN. ttH N SHE TYPE FOR OR TxTNFRFTE BiOM INCTAIMONS (SFC MOUNTING9 E 0,k H ON SHEETS 6&7) I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS; POURED OM*MEM/QONCRETE 5JDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Ulm,rc-3 k0l) M MDu WALL SILL MOUNTING VCEILING MOUNTING FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.GU4.DEX.(fAln.I'D- 3 Ill) ANCHORS SPAdNG LGEND - 1/4'0 x 3/4'ALL POINTS SOUo-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,SOLT&SPECIALTY COMPANY.(ISM.I'D- 3 taQ SPIIR�) .$,DtS(A tACA1r IRI5SUM P LSO _ SD.UCTDN t A:PRIMM RAPID SA, ftrATI,, RArNG TAPCON OR - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACTUACD BY FLORIDA FASTENERS DIRECT,INC,(Min.I'0 - 2 kc;) t 4 0 TAP PER+ANCHORS A5 lAANTiFACTUREO BY POWERS FASTENERS,INC.,AND piSR66UTEp BY ALL PQItITS SCREW,BOLT&SPECIAUTY 30 4$ rA1 75 90 t20 160 20g 30 44 ED 75 90 t20 S5$205 30 44 60 75 9Q t2O S50 2OS TAPCON WITH ADVANNCED - COMPANY 0R ANY OTHER APPROVCO LICENSED 0R,6LfMORIZEA VENDOR REGISTERED WITH THE A3AERiGW SHUTTER SYSTEMS ASSOCIATION,INC. 1+ 1n 10 9 0 e 6 5.5 f4 12 iD 9 0 e 0 6 1+ I 10 9 e 0 s e iHREAOFORM TECHNOLOGY {M;n.1'e a 3 441) 3'-0" 14 72 10 8 8 8 5 6 ti 12 10 9 8 6 6 6 14 12 f0 9 8 8 b 6 ALL POLARS SCUD-SET DR+CSS 14 f2 H) 9 0 8 6 e 14 12 IO 9 8 6 8 6 14 12 10 9 0 e 6 5 BLIIC YAP W/CAP NOTES: 14 12 f0 9 6 e 0 7 14 12 10 9 6 8 0 6 14 12 10 9 0 0 6 6 TAPPER+ A1)MlN4MUU EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED YHREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 t2 70 8 6 7 S.5 3.5 14 t2 t0 9 8 8 6 6 14 t2 10 9 8 9 b 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2', 4,-0. 14 12 10 9 0 8 0 8 14 12 ID B B 8 8 tl 14 12 f0 9 0 6 6 5.5 f4 12 10 fl 9 6 6 4 14 12 t0 9 0 9 8 4.5 14 12 t0 $ 0 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 9 3/4'ALL POINTS SOLID-SET ANCHORS.SHALL BE 7/8'INTO THE POURED CONCRETE.ND EMBEDMENT 14 2 t0 9 0 6 6 4.5 14 t2 10 9 6 e 5 5.5 T4 12 to 9 B 0 6 4.5 INTO STUCCO SHAD.DE PERMITTED, 1/4'0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO �4 5uL6�7�y ATKPrs Cr use r0a 14 12 10 9 7.5 5.5 3.5 - /4 12 14 9 1 8 e 5 14 t2 14 9 6 7 55 4 L-�..--.. EXIST,AHO 1'M7NIUUU FOR 7ta1LS WRt1 NO STUCCO. 14 /2 10 9 8 6 8 6 14 12 10 9 D 8 6 b9 ib 12 10 9 6 8 6 45 oVLt aN'.MFT iD 5'-0' 14 12 10 9 0 7 4 - 14 12 10 9 0 8.., 5 3.5 14 12 10 9 6.5 $ 35 S A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND Oil THE EXISTING WALL OR FLOOR, t4 t2 14 4 8 75 45 - 14 12 10 0 8 8 6 4.5 14 12 10 9 8 6 4.5 .75 ANCHORS SHALL BE NANO ENKIUGN TO REACH THE MAIN STRUCTURE BEHIND SAND WALL FINISHES.ANCHORAGE SHALL BE AS iNO1G1TE0 Ott 14 12 9,s 7.5 0,5 4,5 - - 14 12 10 9 8 79 5.5 4 14 12 t0 9 B S 45 3.5 INSTTALIATION INTTO)EITS WITH FOR TS'NIS SIX SWEET IDNC OR ED'S WITH OR WITHOUT MCTAL STUDS CONSULT 1WI5 ENGINEER.FOR G'-p• 14 t2 t0 9 8 6 6 - 14 12 10 9 8 8 6 3 14 t2 10 9 8 65 5 3.5 f4 12 10 9 7.5 Sb 3 - 14 12 10 &5 7 5.5 4 3 14 t2 8 8.5 35 4 3 - ($) 7a EXISTING CONCRETE BLOCK-(ASTM C-90) 14 12 10 9 9 6 - - 14 12 10 9 8 6,5 5 .75 14 12 10 &5 B 5 4 - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORU TECHNOLOGY ANCHORS,AS MANIUFACTUREO BY 1.7.W.$UtLDEX. 14 12 a b5 0 3 - - 14 t2 10 8 6 8.5 45 4 14 12 10 8 . S 3.5 3 - I/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7,-0• 14 t2 10 D 8 0 - - 14 12 10 9 0 7 S 4 f4 12 f0 9 7.3 5.5 y 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. V 12 t0 6 65 4 - - 14 12 9 .5 5 4.5 3.5 - 14 10.5 7 0.5 4S 35 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY f4 t2 10 85 7 4 - - 14 12 10 9 7,5 3.5 4 - 14 12 9 7 7.514's - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 95 4.9 - - 14 12 10 9 7,5 &S L - 14 12 9 7 0 4.5 3 - 8.-0• 14 T2 t0 4 8 8.5 - - t4 12 TO 9 9 8 4 - 14 12 10 8 65 5 3.5 - NOTES: }4 12 e.5 7 55 3 - - 14 12 0 b.5 S.5 4 3 - 2,5 9.5 b 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS NS 1 1/4'AND UPCON fA t2 95 T5 6 - 14 12 95 8 55 S - - t4 T2 8 6 &S + - WITH ADVANCED T1tREApFORtA TECHNOLOGY ANCHORS 15 t', IS 95 65 5 35 - - - 14 t2 10 6 6.5 5 - - 14 12 8 O5 5 4 - - $.�0, t4 2 14 9 8 - _ - 14 i2 to 9 7.5 4.5 - - 14 12 65 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'AL,POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 11,5 75 e 4 14 11 7 5.5 5 SS - - it 8 55 4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/1"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 45 -- - 14 12 65 7 5. 4 - - 14 145 7 55 6 4.5 - - EXIST,AND t'MINDAUM FOR WALLS WITH NO STUCCO. 85 55 4 - - - - 14 12 9 7 6 4,3 - 14 it 7 8.5 4S 35 li 12 f0 9 7,5 - - - 14 12 10 8 65 6 - 14 12 8 6 5 4 - - 8.3)IN GSE THAT PRECAST STONE,PRECAST CONCRETE PANES,PAVERS OR ANY VENEER BE FOUND ON THE pfIST(NG WALL OR FLOOR, 10'-D- - _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORACE SHALL.BE AS INDICATED ON }y NOS 7 5 39 - - i3 4S 65 S 4 3 - - t0 75 5 + 3 NOTES B.1 &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR qF5 9ATN 0R WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 71 7.5 9.5 - - - - 14 I1.9 9 6 5 4 - - 129 95 6 5 4 4 - - FOR INSTALLATION INTO qFS WITH METAL SILI05 SEE SHEET 20. f05 e 5 - 14 12 8 6.5 5.5 4 - - 13 to 65 5 4 3 - 11,-0, 14 12 i0 - - - - - 14 12 9 7 6 43 - - 14 14.5 7 54 65 3.5 - - (C) ANCHORS SHALT,BE INSTALLED r000WNG ALL OF THE RECOUTAENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 125 9.5 5 - - - - -IT e B 4.9 A _zr" - 9 7 45 3.6 3 - - 74 to 7 7 5.5 +9 - - - its 89 5.5 45 .75 - - (D) SEE SCHEDULE BELOW FOR EDQE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FCR ANCHORS. 9.5 7 4,5 ^ - - 14 11.5 7.5 6 5 -' - 12 9 8 4.5 4 - FDG'" D14TANCE V R�U�SPACING EO I FDR A rumn- 72'-0' tt t2 10 - - - t4 12 6 0.5 S,9 - - ._ 13 t0 05 6 4 - - -.d- It,b 05 45 - - - it $ S.g ; 35 - - - 6 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTANCES INDICATED BELOW,FOR E.D,1E55 THAN THE INDICATED.REDUCE ANCHOR SPACING t35 95 0 - - - - 13 99 85 5 4 - - - OS 6 6 y - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, 9 5.5 - - - 14 105 7 65 45 - - - tt 8.5 59 4,5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINUMV11 SPAG}IG MOKATED FOR EACH ANCHOR TYPE. 14 12 - - - 14 11.g 7.S 8 S - - 12 9 6 4S 4 FACTOR 13'-D" 09 e t0 7.5 5 4 3 - 75 55 a 3 - - FSE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 125 E.5 - - - - - 12 9 6 4.5 4 - - 9.9 7 S 4 - - - - � pICTANCE 1HRFADFORMi TECHNOLOGY Mw.SPACING p 6 - 13 9.5 6.5 5 - - 0.5 7.9 5 t - - 1-D MIN.SPACING-3' MAN.SPACING-3' ANN,SPACING-3 1/2" MIN.SPACING a 3' 3 3 4` 4- 14 t2 - - - 14 05 7 5.5 - - - - it 6.5 64 4.5 - POURED CONCHEIE& POURED CONCRETE& POURE CONCRETE(< f0 75 - - - - 9 7 4.5 3.5 - - - - 7 5 33 3 - - �5'_W1- PDuaED mNDs1E arlaxTE 6t11O1 � Fu3�4 C4NCTd1C aTNa1ETE+IDOL CONCRETE BLOCK IDL E4.+3 tf2'UH.EQ•2 1/Y COClCRElE BLOCK CON ETE BLOCK }pL ED,-3 i/2'UNl Eo•2 11T 71.6 8 - - - 11 8 5.5 4.5 - - P 6,5 4.5 - - - 1V TNiFIDCITN Ufl.E0.sS' U.N.E0..7 1 11A7.E0..3' 7,5 _ _ - - - 1 B 6 - - - 9,5 7 45 - I- - - - 3' 1.0 0.80 1.0 0,78 1.0 0.64 1.0 14 - - - - - 35 ,0 65 - - - - 10.51-8 5 - - - BLADE ORKiNG 2 T/2• - ost t.D - 0.87 110 g - - - - - 05 05 4 - - - - 85 s 3 - - - IN UNISON ♦ _ - }p S.g 6 4 - - - 2' 0.71 O.SI is 85 5.5 - 9 6.4 45 - 1 3/4` •' 0.$t - - 0.43 - !6'-a' 1s _ - _ - _ 125 95 6 _ _ - 14 7.3 5 5 - - - t t/2' 0.35 - - 0.35 e 8 # - - 0 4 3 9 6 - - FLORIDA BUILDING CODE(Non-Nigh Velocity Hurricane Zone' A tt1, =M 02017 TILTECO,INC. Q 20>7 EASTERN METAL SUPPLY,BERTHAteTLS ■ A■S■S■A Accordion Shutter System ECO Nc. H.v MADE#t w/OR W/D H.V. WNW N R" TNt.LtT TESTING & ENGINEERING COMPANY DRAWN Shutter Systems FV.H DESCRIPTION DATE DRAWN BY: LC. 63x5 N.W.36th. 1.,SLR.305,%790144 CARD4'. ASSpCItltiOnP Inc. 1 OLD 15-a85 7/27/I7 DATE: 07/27/17 GSI 5SF"DA 3316 4268 Westroods Drive 2 DRAWING NO -4- 4! Phone:{345)8Tt-1530,Fex:{S69)BTt-753+ OR10k 'NSA 11 a-maE Ldtoco0ael.com West Palm Beach, FL 33407 3 17r�� =+tfT�1,D•,...... `1�"tt'' WALTER A�LUTT r J,P.E. 4 W 9E/DATE Lia [4+167 b SHEET RE. SEA {lf�E DATE S 13 OF 20 AMIMUM ANCHOP!! SPACING -) SCHE U_ LE EOR AfNEN_MAX�SHUTfER SPAN, g�D DESIGN NEGAMME PRESSUREATIN AND A,CORR ONQINC i�0i1NTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS A710N� (SEE UOUNIINO9 I,J,K&L ON SHEET 7) POUTED CONCRETE POURED CON CONCRM BLOCK ANCHORS SPACING._LEGENQ I WAUf OVER& It tREN131 QRA}NGUARO MOUNTING K(�WAICjFL04R MOUNTING \t✓WAU4VALK OVER MOUNTING p TAPCON OR WARA.0,DEMN M GMWE P 941uc s4 Ot3621 nr69ra 11 IWWO Sd DE4Ci NFWK P 1UNIX OL510J 1Q0194E F=FE M146( TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40160 1 75 190 120 ISO 205 30 40 SO 75 90 40 160 203 30 40 60 ?6190112011601205 THREADFORM TECHNOLOGY 11 12 10 O a 8 e 0 12 12 iz 2 12 1. .5 6 1 7 7 7 1 7 7 53 5 5 s 5 5 ALL POINTS SOLID-SET 3-O" 4 i2 t0 9 0 9 8 8 t2 12 12 t2 12 f, 9S 7 7 7 7 7 7 7 7 7 5 5 3 5 5 5 5 5 R LESS 14 12 10 0 8 8 6 0 12 12 t2 12 0.5 6 6 43 7 7 7 7 7 7 7 8. 5 6 5 S S 5 3 5 SLUE TAP 14 12 10 9 8 8 8 6 f2 1Z 12 12 12 f0 7.S 8 7 7 7 7 7 7 7 7 3 5 5 6 5 6 S 5 TAPPER+ 14 12 10 9 6 8 8 It 12 t2 12 12 15 8.5 0S S 7 7 7 7 7 7 5.514 O 5 5 5 O 5 5 4 4,-0, 14 12 10 9 0 e 6 8 12 12 12 12 12 0.5 7 5.57 7 7 7 7 7 7 7 8 8 9 5 5 5 5 i4 t2 fO 9 8 0 6 6 12 12 12 OS a e 4S 3.5 7 7 7 7 7 7 8.5 S 5 5 4 5 O 5 5 S 14 12 10 4 0 8 a b 12 12 12 12 10 7.9 55 4 7 7 7 7 7 7 7 b.5 6 5 5 5 5 8 3 5 t4 12 t0 9 a 6 6 6 12 12 12 ii 9 7 5 4 7 7 7 7 7 95 4 3 5 3 9 5 5 5 4 J B-0, 14 12 t0 0 a 8 6 B 12 12 12 12 10 75 $5 4 7 7 7 7 7 7 7 5 5 S S 5 91. S 5 14 t2 SO 9 8 0 e 5 1Z t2 6S 75 0 4.5 35 7 7 7 7 7 7 d 3.9 5 5 d 5 5 5 5 4 14 t2 t8 9 8 6 0 8 12 12 12 9,5 8 6 4.5 - 7 7 7 7 7 7 OS 4 5 S 3 5 9 5 5 4 * SEE ANCHOR 14 12 10 9 B B 6 5 12 12 15 9 75 54 4 3 7 7 7 7 7 45 3.5 - 5 5 5 5 4.5 35 - SPECIFICATIONS s,-0, 14 t2 10 9 8 8 6 0 12 t2 12 10 8 6 45 35 T 7 7 1 7 7 7 7 5 5 S 8 5 5 5 ON SHEET 13 f/ 12 10 0 8 8 B 6 12 12 e e 5 4 S 7 7 7 7 7 S-S 4 - 5 S 3 3 5 5 4 3 11 /2 t0 9 a 8 6 6 12 12 10 8 85 S .7S - 7 7 7 7 7 6 43 - S 5 5 5 5 5 4.5 - 14 72 10 9 8 8 6 6 12 12 10 a 6.5 5 3.5 - 7 7 7 6S 5.5 4 - O 5 S 5 5 4 3 ,4 12 10 0 a a 6 8 12 12 12 &5 7 S 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 S 9 5 14 t2 10 9 a a 6 6 12 10 6.5 S 44 3 - - 7 7 7 7 65 S 3 - S 3 S 3 B 5 3.5 3 14 12 10 9 0 B 6 6 12 12 a5 7 SS 4 - 7 7 7 7 7 5 - -^ 5 5 0 6 5 9 1 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 TO 9 0 D 5 - 12 12 85 7 55 4 3 - 7 7 T 55 45 3 - - S 5 9 5 4.5 3.5 - - PSF A.S,D DESIGN PRESSURE B,-0. 14 12 /0 0 6 s 6 - 12 12 05 75 6 4.5 35 - 7 7 7 7 7 7 7 4 s 5 5 5 s 5 5 5 RATING & FOR SPANS PER 14 12 10 0 6 e 6 - 12 9 5 45 4 3 - - 7 7 7 7 5.5 4 - - s s s 4 3 - SCHEDULE #3. SHEET it 14 t2 t0 9 e 8 8 - 12 11 7.5 6 S .75 - - 7 7 7 75 s 4.5 - 5 5 5 S S 45 - 14 12 10 9 0 8 - ^ 12 1.5 75 d 5-3.3 - 7 7 0.5 6 , - - 5 3 5 5 4 3 - R,-0. t4 t2 i0 9 6 d - - 12 12 9,5 65 SS 4 3 7 7 7 7 7 7 8 3 5 b 5 8 5 5 5 5 14 1 10 9 6 8 ^ 0.3 8 O 4 33 - - 7 7 7 0 S 3.5 - 5 S 5 5 5 4 3 14 12 10 9 0 0 ^ 12 10 db S 45 - 7 7 7 6.5 55 - 5 5 d 5 5 , 14 t2 /O 9 a a - - t2 OS T dS 4.5 3S - 7 7 i.5 3.9 - - 5 5 t.3 35 - - - 10�-0"t4 f2 10 9 0 8 - - t2 11 83 5 S JS - 7 7 7 7 7 7 45 - S 5 5 O 5 S 5 1S 44 t2 10 9 8 8 - - 93 7 4.5 33 S - 7 7 7 SS 43 - - S 5 9 45 35 - /t 12 f0 0 6 0 - 12 9 8 5 4 - 7 7 7 6 5 - - - 9 3 S 45 5 - - 14 12 10 0 a e - 12 9.5 6 5 4 3 - 7 7 6 4 3 - - 5 d 4 35 - - - 11,-0,I4 1 2 to 9 a a - - 12 10 7 5.5 4.5 3,5 - - 7 7 7 7 7 7 3.9 - 5 5 6 5 5 5 O 4 f/.{''.�\ 14 12 10 id= 4 3 - - 7 7 8 S 4 - - 5 D 3 �' J V BLADE ONLY 14 t2 tO 9 b 9 - - it a 53 4 - 7 7 7 5.5143 - s 51 3 S +.S - - f/ 1 f1 12 10 0 0 - - 15 8.5 55 4,3 33 - - 7 4.5 3.5 - - - 5 5 4S d5 J - - 12'-0"14 t2 1D 9 a - - 12 9S 6.5 5 4 J - - 7 7 T 7 7 5 3 - 5 5 5 5 9 s 4S 3.S 74 t2 t0 0 8 8 6 4 3 - - 7 7 5.5 45 3S - 5 5 5 4S 4 3 4 /2 10 0 6 - to 75 a 4 - - 7 7 6 S - - - 5 S 5 5 4 14 12 to 9 8 - - - 0S 8 5 4-37 - 7 63 4.5 33 - - - 9 5 45 3.5 3 - - t3'^q"14 12 10 B 8 - - - 15 a.5 6 43 33 3 ^ 7 7 7 1 7 4.5 - 5 5 5 6 O 5 45 3.5 14 12 10 9 8 7 S.5 SS 3 - - - 7 7 5 4 3 - 5 b 3 4 3 14 t2 10 0 0 9 7 4.5 .75 - - - - 7 7 S.S 1.5 - - a 3 5 1.9 4 - 14 12 10 9 - - - 10 75 5 4 3 - - 7 B 4 3 - - - S 5 4 3 t2 t0 9 - - - 0S 8 5.5 4 33 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 7 5 S 3 4 14 t2 10 9 - - - 8,510,514 - - 7 7 5 4 - 5 5 3 4 - - 14 12 10 - - - 9 7 4.5 3 - 7 5.5 J5 - - - - 5 5-3.5 3 - - - - 15,-0,t4 12 f0 - - - f0 7.5 5 Na-4 J - 7 7 7 7 7 3.5 - - 5 5 5 6 5 S 4 3 t4 t2 10 - 6 4.5 3 - - 7 7 45 3 - 5 5 4.5 3.5 - 14 12 10 - - - 7 7 5 - - - 9 S 5 4 - - t4 SZ 6S 6, 4 3S - 7 35 31 - - - S 5 3S - - - - T6'-q"/4 12 10 - - - - ^ 95 7 4 33 3 - 7 7 7 6 3 ^ S 5 3 5 1 4 12 SO - - - - 6 4,5 3 -' - - - 76.9 4 - - - - - S S 4 JS - 7 4 - - - - 5 5 IS ^ - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO,INC. 02017 EASTERN METALSUPPLY,INC. stem 1 L ECO »�. A.,�.S.A1. ALV AMADE#i ccord OR W10 h�utte�yIAX d� American Shatter Systems @ N DOMPIPRON DAU rnUk ar: Lc. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 75-OBS 7/2T I DATE: 07/27/17 p %�, �� BJSS N.W.J6'Jw U.Sts.M.VMCM. G49DENA no9ar4 mta 4288 Westrood9 Drive 2 DRAWING No Ptwna:(303)8Tt-1330.For:(303}871-t531 4tA�t�^\`t+t1114 WALTER i g-=6719�P w89t Palm Beach, FL 33407 ` 17-107 P.E. SbrZ tCNAPURE/DATE noR DA uG�44157 � SH i 4 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE ReTING.(p.e ff.,) AND CORRESPON INC MAXIMUM ANCHOR SPACING !i,0 SCHEDULE FOR A Srn'FN MAXSRUTT R SPAN NEGATNE ASDES11 IN('7 AND A CORRESPONDING_MOUNTtNO.1YPE. (SEE MOUNTINOs ON SHEETS 16&17). SQWTMFRN INE No, SPRUCE PINE SPRUCE PIPE SOUTHERN PINE No. 2 W/ MIN. Gm0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W MIN.G-0.55, 5. FIR NORTH FIR SOUTH DOUGLAS FiR W/ MiN. G=0,50 W/ MIN, G=0.43 W/ MIN, G=0,36 PLYWOODp, W/MIN. G=0.43 W MIN, G-0,36 uAXA(uu SPAN((t) WALL MOUNTINGS CEfUNC MOUNT T WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS D.O. WALL MOUMINCS S.O. WALL MOUNTINGS R.O. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P & Q S&Y S&Y S&Y W & x W & x W& X Dm W04:Fwg unn(A f07N RwiE f Ian WIC G(! am W=x Rn9F2 fXV,,M T6"A IED.'M1E mmnma FAr(W1 .V="IL 1TC3PE FATC(3'A S1 IL971 MUM T1T2'FES th'm{,+1j (CEAMCO2 flfa=A pw(M f�.7 MR1 PRSTY w w p411 swr.M=FMC(Nj LSG D=W=4 III=DRS(mlj 30 1�� 60 75 90 OS 30 40 60 75 90 OS 30 40 160175 90 0S 30 40 60 75 90 05 30 40 60 75 90 05 30 40 160175 90 05 30 40 60 75 90 10513O 40 60 75 90 051'30 40 GO 75 90 05 30 40 60 75 00 05 •_•OR CEES i2 tp 8 8 8 5 6 5 6 6 6 12 10 10 9 8 8 6 6 6 fr 6 G t2 10 f0 9 8 8 5 6 6 6 5 6 6 5 4 4 4 3 12 t2 12 12 t2 t2 i2 12 12 12 12 12 12 12 12 12 12 12 a'-0" t2 10 9 8 B B 6 0 6 6 5 72 t0 10 9 8 B 6 s G 6 6 6 12 10 10 9 8 B 8 G p 6 8 G 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 t2 12 12 t2 12 12 12 12 f2 t2t0 9 8 B B 6 6 6 5 S.5 f2 10 IO 9 8 6 5 6 6 6 6 5 12 10 to 9 8 7 6 6 8 G 8 5 0 O 4 4 4 3 12 f2 t2 12 12 72 12 12 12 12 12 12 12 12 i2 t2 12 OE G'-0" 12t0 9 8 5.5 6 6 6 6 5,5 4.5 12 IO f0 9 8 5 6 6 6 ,S 5 4,5 12 IO t0 9 6 3.5 6 0 0 6 5 4.5 8 5 4 4 .5 - 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 10 8.5 71_0• 12f0 9 6.5 4 6 S 6'.5 4.5 4 12 40 10 9 5 3 8 6 6 5 4 3,5 t2 10 t0 7 3.5 - 6 6 6 5 4 3,5 6 5 4 4 - - 12 12 12 12 12 12 12 52 72 t2 12 Q.'12 12 12 04&O 7.5 B-0'120 7,5 4S 3 6 6 6 5 4 3.5 12 t0 f0 8 3.5 - 6 6 5 .5 3.5 3 12 t0 t0 4 - - 6 B 5 .5 3.5 3 8 5 4 - - - 12 12 t2 t2 12 12 t2 t2 f2 t2 tt 9.5 12 12 f.5 B 7,5 6.5 t210 5 15 - 6 6 5.5 .5 3.5 3 12 f0 9 a - 6 B 4.5 4 S 3 t2 f0 4 3 - - 6 0 4.5 4 3 3 8 G 3.5- - - t2 i2 12 i2 i2 r0. 12 i2 f2 1"9.5 85 12 T2 10 8 6.O 5,510'-0" 127.5 4 - - 8 5 5 4 3 - 12 f0 6 3 - - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 ,5 3 ^ 6 5 - - - 12 12 12 12 1.59.5 f2 12 12 10, 8,5 75 12 12 9 7 6 5 12 5.5 - ^ - 6 6 4.5- - - 12 10 4.5,- - - 6 5.5 3,51- - - 12 10 - - 6 515 4 - - - 8 S - - - f2 72 12 12 fQ 8.5 12 12 t2 4.5 8 7 t2 t2 8 G.5 S.5 a,5 I2'..0" 12 10 4,5 - - - 6 6 < - - t2 f0 3.5- - 6 5 3.5- - - 12 t0 - - - - 6 5 3.5- - 6 5 - - 72 f2 f2 t,59,5 8 12 12 f1 8.5 7 8 I2 1.57,5 6 5 4 t3'-Q" t2 10 - - - - G 5 - - - 12 l0 - - - 6 4.5 - - - - 12 7.s - - - - 6 4.5 - - 6 4,5 - - - 12 12 12 10. 8.5 7.5 12 i2 10 8 8.5 6.5 12 0.5 7 5.5 4.5 4 i2 10 - - - 6 S.5 - - 7 - - - - 5.5 4,5 - - - - i2 7 - - - 5.5 4,5 - - - 6 3 - - - - 12 12 i2 9.5 8 6 f2 t2 9.5 7,5 8 d4SI2 056S 5 4 3 t2 - - - 5 - - - t2 - - _ - t2 - - - - 5 - - - - - 6 - - f2 12 11 9 7.5 $ 12 12 6.5 7 812it' - - - - 5 - - - - G - - 72 f26.5 HV BLADE OR10HV BLADE _W/ A HV WINDOW BLADE WORKING IN UNISON* L •SEE uAflars a 1rSt'FOii MUD-Z CN PIM 10 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL OE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FD(LOWINO: -SOUTHERN PINE No.2 W/0"0.55(11-D-S) -1/4"0 TAPCON ANCHORS,AS NANurACRlREO ey LT,W,BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G.0,50(N.D.S,j EACH SECTION ON SHEETS IB D 17. -SPRUCE PANE nR NORTH W/00,43(NLO.S.) EXCrFTION:SEE NOTE 2 SEWIf, -SPRUCE PINE FIR SOUTH W/O-D26(NAS.) -MIN.1/2"COX PO'No00(1980 APA) 2.ANCHORS TO NOUOW CEUNo SHALL SE AS PER MOUNTING TME U.SHEET 17 AND SHALL CONS16T OF LAO SCREWS AS PER Has 2016 SPECIFICATIONS, 4.ANCHORS S1ULL BE INSTALLED FOLLOWINO ALL OF THE RECCUMEN;DOONS AND SPECIFICATIONS 01 THE ANCHOR'S LLWUFACTURER. JvAAA'""��•,> FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' Iti_A t..P ...•. 02017 TILTECO.INC. 1t'32017 EASTERN METAL SUPPLY,INC,'�10EAt :r BERTHA TfA cAccordion Shutter System A.S.S.A■ FIV. BLADE#1 W/OR W/0 H.V.WIDOW BLADE 7tltii TESTING & ENGINEERING COMPANY ATn+3rlcan SFtUft6C $}JSt871tS CV.N DESCRIPTION DATE DRAWN Br, LC. Association, Inc. I OLA 15-085 7/z7/1 DATE- .07/27/17 t 6363 Q N.W.46M St., 05.%%1011414 St..3M%%1011414 FLORZA 3314 t 428$ WeStroods Drive 2 --fyTVixSQl ,`�3�ti-tt PPA_:(105)87I E85 {36571-1631 DRAWING No }}.�........,. -L iL1 a-moa;GlleroOaW.oDm West Palm Beach, FL 33407 3 D0067t0 17-107 /V(Y/11r•F "�,i141 WALTER A,TRAIT Sr.P.E. 4 FLORIDA Lie.f 44107 5 SHEET P.E. SEA l ifmN'YUREIDATE 6 i5 flF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & Q HVt BLADES AS APPLICABLE & SHUTTER SA L+ OR L— FOR -INSTALLATIONS- IMMOOD WITH, SLAE1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 8 .5 -DESIGN PRESSURE RATING, E S 0 A SP ! - 1/4"0 TAPCON OR A.S. SiGN PRESSURE T G FORINSTALLATIONW B t DE 0 G IN UNISON I 1 TAPCON VATH ADVANCED THREADFORM TECHNOLOGY If4.0 TAPCON OR V! i 1 2'Min. PENETRATION ' `tee 1 I TAPCON WITH AOVANOEO THREADFORM TECHNOLOGY r I 0(IW9FD AREA TO I W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING 1 rAtl.SEPARATION •, EXISTING WOOD HEADETL i = Y'00 HEADER.(SEE SCHEDULE ONSHEET 0 T 15)S.S.MACHINE 1 "��p� I ' 1 OR tQ{ { , r (SEE SCHCDIAE ON SHEET 15) 1 SCREVAS W ti*"-2a NUTS it FOR Q)AO 41}111Yy 1 cn(t y I \ ; / ( (�+ ✓ T$ 0 12.O.c / ) ON SNw log f'Min. EXISTING f S1ACF5 A< I t f r I I^ n ,� i tt111U 1 GLAS59 -t FINISH 1) _ t •t ii 1 . --! t �s � I I I d 1� i j `t=�i�\�I III V..aPrIONAL '/ �..�.`" ':`-f: ,•"`..• -WALL j EXISTING MIN, i � FINISH a rs1tY11ttltttt 11 OR ! 2'x4'Y1000 T OR f,.1� ( £7USTINO kilt{. I �•'' 1 , 1 HEADER REQUIRED L''X 2'x4'WOOD 1 �t-`� ,, I ! I ! HEADER REOVIREp ., '` l 1{} '1 f s'.L' THRE TAPCON TECHNOLOGY TON WITH ADVANCED EXIStittc ! fall.Sr7'APATIOti I i $ I I T I d tj tX li{I i 1 !!i .:I `Min,PENFETRATIOOF THREADED AREA TO GLASS--3 TO CLASS( l MUJ,SEPARATION TO CLASS I /�1, 1t , 11 V, EXISTING WORD Oil SHE ) �.,SrJGOl4E�+ } ' EXISTING {SEE SCHEDULE ON SHEET t5 ! fl Fiat EiAOE VANn 6LA55 (5EE SCHEDULE ON SHEET 11) I t Or SJu'E.T 19 TOR '""`( L'' 2'x4'CONT.SILL Rt 3(D& i PLATE REO'D. 1 '1HV WALL HEADER INSTAL AIION 0 }�V WALL 51L�INSTALLgTiON M NV WALL HEADER INSTALLATION ° ° I i �_ Met.SEPARATION TO GUMS _ T MUT.SEPARATION TO GLASS t (SEE SCHEDULE ON SHEET I1) CLAS^' T ExISTINC (SEE SCHEDULE Of!SHEET 11) I ! EXISTING ♦I MiN SEPARATION TO CLASS _ 1 GtA55- 2 x4'tAtiT (5EE SCHEDULE ON SHEET 1 f) I 01ASS--@ 1!4'd-20x3/4'S.S. e WOflp PLATE 1 t if:t1E SCRFY�5 REa'0. , { M1 `'�-..1/4'0-20x3 4"S.S. ` MACHINE SCREWS W/ 1 USING 1/d"-2D NUTS I 1 f WALL ti �.•,. i i j6"-70 HUTS O 12' O 12"D.C. 1 1 1 I Jj-WHISH -I I GO, T as 15 OR o \ ft 2'x4'CONT. J ' 0 WOOD PLATE I/ 1 .1 i gtttttt1t11tt REO'0. �}i�t \. --i'Ern. j , ,, � �' I 1�� (il - I/4'0 TAPCON OR TAPCON WITH ADVANCED Ii } 4 �+ f 1, THREADFORM TECHNOLOGY tVI 1 1/2' 2"x4'COtJT. _ - Min.PENETRATION OF 7HREAOEL)AREA TO i f ' 1111! •''il I 1/4'0 TAPCON OR TAPCON LVMH ADVANCED i,`I II-rl�1�1 lI i I ] 4'o TAPCON OR r E� , 1 SILL PLATE �, EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W 1/2- { f REO'0. (SEE SCHEDULE ON SHEET 15) '},•,+, ;i �J3 Min.PCNETRTR0N OF THREADED AREA INTO PLYWOOD '1 \ iAPCON X1TH ADVANCED t-SEE SHEET 4 FOR tYMCAI L ` '}` (5EE SCHEDULE ON SHEET 15) EXISTING MIN.2k4" 1/2'MIN.CO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY, WALL i NISH I + STil05 6 TB'O,C.MAX. PLYVIOOD REO'O. Yl/ !f2`Min PENETRATION OF 2-MOUNTING SECTIONS CAN BE M'N.E'D%PLW:OOd REQ'Q. STUDS PLYWOOD TO 0E WALL FINIS THREADED AREA INTO PLYI7000 COMBINED IN ANY WAY TO-EXISTING MIN MI't.2"x4"STUDS G 1B'O.C.MAX(.REO'O. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUR ANY INSTALLATION, HV._WALL SILL_INSTALLATION PUtYMOiD TO SE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WRH � WITH SEOTt011 2:06 OF THE F.S.C. SECTION 2308 OF THE lJ HY WAL�SILI. INSTALLATION ♦sEE UM ONs Gr U�of �{V 1N L L SILL tNSTALLAIION FB'D AL/� y euaE'A oN V EEr" FLORIDA BUILDING CODE(Nan Nigh Velocity NUrriaane zone: 11°111 hfN'NSIR....,/•jj i/„"a 02017 TILtECO,INC, 02017 EASTERN METAL SUPPLY,INC, t iUFh/S+F;C. -- A '. S A a �T vTM Y+ Accordion Shutter System E�a i N c ■ ■ ■ ■ H v. Raor t w/OR w/o KV.v1TNoow RADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N DESCRIP70fl GATE DRAWN ftG.C. 76 ; Association, Inc. I OLD 15-0e5 7/27/17 DATE 07/27/17 8355 N.W.34th.51.,St,.3M%'AWVA WioD1S.RGROA 331E Pone:(305)871-1530-Fax:(305)871-1531 4288 westroadg Drive 2 DRAWING No E•�f^f'LY:`1QAID�•r P e-mea:tntxmoaoLcan West Palm Beach, FL 33407 3 17-107/ t/Y „ ••••••• 1YY WALTER Es 0006719 1P.E. /7'!1 U7 4 1p.E.jMjj'r�9��ATE FLOP DA L c.f 44,67 s SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV* BLADES AS APPLI BBLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WiTH SIV B17-DOD-ONLY SH B IM 0 05 sf. .S.D ES G ESS R G S 19 FO X ""`� FINISH SPAN DESIGN dINSTALLATIONI H D -MRKING I UNISON ' 1/4 o TAPCON OR + EO a2'MUi. 1 :{r: TAPCON VRTH ADVANCED 4'zR'{lfin.}REQUIRED. w` EDGE(IF APPIUCQa) / '��'•.C' THREAOFORM TECHNOLOGY WOOD BEAM fi£OUIREp. / ,..•^"msµ �"'-�< iS' Y!/1 1//2'Min.PENETRATION i 4"0-2°x3 4'S.S. STRUCS70'WOW CY THREADED AREA TO ! I OF E705nNG WOAD BEA`- OF / I EXISTING W'000 HEADER. E;Ur i• PHILLrP5 TRU5S HEAD T°BE CERTIFIED BY / + / % E SCREYAi REGISTERED ENGINEER OR . i, / 'EXISnNC WOOD (SEE SCHEDULE ON SHEET4'-20 NUTS ARCHRECT PRWR TO £0—,�T+—Ep „� — TRUSSES OR 1' D.C. SHUTTER INSTALLATION. , / // Ii / 1/2' • 1/2" RAFTER O 24" O.C.REQUIRED �j •"' t/4"0 TAPCON OR / WITH ADVANCED I : r f '.r r EXISTING SOFFIT 1257• THREADFORM TECHNOLOGY / 3/4'MOx,THIN. lr 1v � max. OF 7NAE/Aprc�I�rn4R PcA rENo RATION f E°"£o !/ 3/4 .;� / .r itx Ei• EO -1(•x4'x1 B CONE.ALUM,TUBE N \' OPTOI4AL EXISTING Yl000 HFIDER. �' /r� HD SS O.C. {3)SITDb TAG SCWREWS TO 1 (SEE SCHEDULE ON sNEET 15) ( 1 Or 1©Or i b DCII RAFTER OR TRUSS. r @ or LOCATE LAGO SCREWS AT MI MEMBER 2 EATsnwG WOOD EXISTING MM 2'x4' 1 I I IdEMBER, 2'Min.NOMINAL E,O�G--•-II HEADER REO'D OPEN HALE AT EACH Y"Qn4)W 2"Min, c MIN,SEPARATION TO GLASS EXISTING � "{ STUD 70 ACCEPT PENETRAT°N OF THREADED ( (SEE SCHEDULE ON SHEAT 11) GLASS--i AT CFOR FN7FRSttE t STALtA IT REW ARE& ONS WITH 72Fbt i MN.•1PNNfA14 I I • MAX.A.S.G.DESIGN LOAD AND I To nA:s(s¢ 1 1` IXrSnNG I MN.fPP1lLltlal "' W-D'MAX.SPAN.THIS HV WALL HEADER iNSTALLMION H OW Ruo �i `LASS O�A^3R1 INSTAL.ATION IS ONLY VAUD i ECIFIC w 9w 19 PO+ (DOR ® 7 I'��O GTS FOR GRAVITY OF OOD W0 90 AS DO DOUGLAS RAMM044 H OOAow 9Q� 11. OR EO SOUTHERN PINE No,1, -SEE SHEEr 4 FOR TYPICAL SHUTTER AS'CHD1.Y 2-UOUNTINc SCCTION9 CAN LE COnLW4ED' T }�.V GEIUNG INSTALLATION IH ANY WAY rQ S1R7 tlrY P&A OIL U V CEI IN INS L T d I mI LxA ---�1}SWIRUMOR�o i wN. I I _ MIN,SEPARATION TO CLASS --I rs"Q ate' sEPAPATION (SEE SCHEDULE ON SHEET r i) EXISTING+.,\ II 04 sEET t9 F+R � � TO GLASS EXISTWO I` 1 ULE °�S \ 505� I _ IONESHEET D11) Jm(( I I OlASS 1 TI I I SIIii i I '+ AL7ERNA � I 1 ! I LOOC�AnON l i EXISTiNc FINSH !I II 3/a 'a", 010x3/4-HEX °� '"'i 1 1 2•x°-MIN.WOOD �7 Idax l.!` 3/e w. WASHER HEAD o t J DECK REOUWED 1 SCREWS® t2'P.c 13 OR 2'x5-LOIN.WOOD 1 � {NO FINISH O DECK REOIARED(NO ALLOWED I E FINISH ALLOWED) EDGE r—_"�� EDGE OF DECK = -'Y�~ DECK IF "��- --�- � EDGEIF or DECK APPLICABLE E IF APPIICApLE C:Ti:-' -^""�� APPLICABLE - ----'`-�. 1. 1/4 21114'S.S. 1/4'0 TAPCON OR Min. P..U S TRUSS NERD 2-NIN��„�.. �1 TAPCON WRH ADVANCED .CHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 2'x4"CQ111. THREADFORM TECHNOLOGY Vlj t/4--20 NUTS THREADFORM TECHNOLOGY W/1 1/2'tFn. 'MHN• r SILL PUTE �) W 1 r 2'Min.PENETRATION 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM `MIN. PENETRATION OF THREA3E0 r 1 I REO'D. V I j / .(_ O 12"O.C. TECHNOLOGY W/ I T/2'IAA.PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTNO WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA 10 EXISTING WOOD HEADER.(SEE I j EASTNC WOOD HEADER, SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 1S) UMiT OF USE FOR (2)BY WALK—OVER INSTALLATION a HV WALL SILL iNSTALLATiON ¢ ,9 W�HV FLOOR tNSTAt[, TiON FLORIDA BUILDING CODE Non High Velocity NUrriCOn0 Zone' ��i 02017 TILTECO,INC. 812017 EASTERN METAL SUPPLY.INC. LICENs�;., ✓� BERTHA HVTM �CL,7. A.S.S■AAccordion Shutter Sy stemi ■ NV. BLADE#1 W/OR W/0 H.V WWDOW MADE 97 +/I+W (/�> * TILLIT TESTING & ENGINEERING COMPANY At1191`iCGn Shutter Systema Ey,U OESLSPTIon DATE DRAWN kri: LG / 'A•�l� ' Asaoclatlon no. 1 OLD Ts-Des 7/27/t TRIG 07/27/17 T•'"T'�"•.� ,%�'• 6355 N.W.UN.SL.SM.30.5.MRWA C+W 12M FLORWI 331 I IY PtoA4:taos J7t-1330.rox:(3Gs}e7t-1533 4268 Westroods Drive 2 -/Q �jX$ III, .-m E°"t.0 9 40. West Palm Beach, FL 33407 3 DRAWING 1N47 .. -. NAL E,t',..'+ WALTER A.TILUT Jr.A.E. P.E. SEAL SIG(iA E DATE FLOROA Lie./44167 5 SHEET f s 17 OF 20 END iNSTALLATIO S HV BLADE 0 DOW BLADE INTO 2"x4" MIN. WOOD- S U S ,•..•M WOOD SNOB Rm-D, 2•rs•Nn.a0D0 WUOD / i1+C!lDe 'OG(AS2.<'urn,Afmuatsu) ti nw;r+� y . f/S'2,M., \ J "'IMA"KTm avo (. m VT•SDxSTf/D3,aasr- r}OSiPrJ ICIms 't / WX,% 1/7•W.caxA t �-- -•� f!�a A\\ I'` --- —�-i ,OL tiema, q{X I WL tF7'Nu1:sA — 1/2'[a6 cox - m at,8(•LF -�- .. ux ! f�'w!.as w aASS To n.s Lia R.M7m. * x+6aut a1 aCLf — m aA=(`-ice a im:ajiutc ,w 9�T t/1c.3• rrsfl fa+ :a Oi0 ifmr aAaKr Qum �iYAi7Ga. 111�tiA7[�an a,mer,S L7..LN'�x' (EC,1iILL SER tom'PirxDmoax.. T'Otm R� vul a!Di17,e rG+ ar actt rc rw ava074>m 2•uCf. Pure Lorf1E f 2' mqs" ! ®ADLLS01m�t1 arcEs�nip I + — /rar/2.3us. fo.1f2^s.u.s.� _� �wutaa�ctt,�(.+rrr-r —�•� �• 16 0.a. 4 ",/fo.f/Y sa.L to.m u m t I I OR W 5 --- SSE KrAL x TOR�« I Dgmt su o✓. OR�" j1 SIX CaAL x FR4 t OR Sei aTo TR Wt, s smc a m (;.(s®,�,�tq�S3« c c` Tq�r �y X ®► (1, "f#^£ { SQ3• w " .ra. . If TAI () ENd CONLIEMON DETAIL(1 END CCONNECTIO DETAIL CO END.-CONNECTION DETAIL t(2) END CONNECTION DEETAIL Q R RLnaRro aaT�sPua aRsv€a T4La tY-c• r^ax•s"D 21. l q' !s'q rxPccd Ananias f/x'q rAPcon u. ttoc,//�2, Sy S. $fim4 RLOro ></+1!Y rr». +r/r s!2•cmc ofa dC —.. '... 1 ExfSTL`FS Q.45� idfLI ao,O f]•O.C. FQIETPAiIOM 6 1J•OG Yfl RFUATa! FIEE 11 AnON5 OF USE FOR Ur0E to ON SHEET t9 a.�xa+Dm LTM ml'y 0-@-0-0 -0 1{}�R 6 I� �. /•xtCL / 1'f1 TOR 13` N, 4 I d ROD 5n uPt..aDDros - Gp�N�`4R]�a41(3 Y1EVY sato aeaa DETAIL END-CONNECTION DETAIL Q END CONNECTION DETAIL 12 ,r�A�""""''<•,, FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 0111��„�,. 1j';�: 02017 nLTEC0,INC. 02017 EASTERN META,SUPPLY,INC. ^S� iC,ENs;•. �9= �--01 B T A�1VTM A S S A Accordion Shutter System . H.V. RAE#1 W/OR W/0 H.V.WINDOW RADE VILLIT TESTING & ENGINEERING COMPANY American Shutter Systems cv,R acsam mom OATS DRAWN Or: La. 6755 Im.36th.Sl,Ste.DDS.NRam C oMis,rLd4DA JJtO Association, Inc. I OLD fs-oes /n/I wTe: a7/z7/77 Rhane:{305J071-7530.Fox:(3037877-7537 4268 Westroods V.Ntve 2 DRAWING No ..ss•.,, `� e-maft6a Q.cgm West Palm 8eoch, FL 33407 3 17-107 :`�fY�I_it��..• WALTER A.TfUfr Jr.P.E. < IRE, SEAL/SIGNATURE/DATE nORDA Uc./41167 s SHEETISO t30F 20 . y At 1M I{g ANO ONfgINS nF IISE FOR BERTHA X= WORKING IN- A G Y Y Y UNISON WMIM CM 1.UAX,A.S,D.OL3tGN PRESSURE RATING.'a110,- 110 y.r.t, 2.W.SHUTTER SPAN:98" 3,ALLOWED MOUNTINGS:A.D.0&H ON SHEETS O,7t AS WM AS MOUNnNaS M,0.T.U(2&W ON SHUTS to&11A7, 1 YWJC1N RSV!ATSYMDBE G�0 ��PPOSINGR,ON aC�C�E56 SDC or�OPPG£dNG 4 0R�Zy) CENTER4pAT5}9.M TYM EA,END • • + • �• �• + �' E,"I �• 6,(A)HV MANDOW {ADE t(R'1A BFW.L ONLY ALWW A V ON S DF 5 Qpf}NNOS LG {3'!!HOLES)rOR P£R'�UDE h7 SPACR105 SHOWN ON SNEEf 4, �y 4 (B)MITI,CLEARANCE FR Cx TOP OR BOTTOV EDCE OF IN WINDOW DUDE�y VAX,D n'v0,!WS • + (_•1 OF ANY 3'e HOLE FOR 4 SHALL Be Ir. WIND tIiD hT FN.^� 1� WINDd'W BLADE vp - I WDOW BLADEqq FIRST OR LW BLADE COMRN¢OUP FRON STARTERS AT ENDS VAY RE NY • • • • , (jL+sS (D.L (D)WwINDCM MADE1{a�MUST Be USED ALTERNATE TO A MUD HV tRaOEtiy + THROUGHOUT SHUTTER'S WIDTH. TES SHALL ALWAYS BE INSTALLED ADJACENT TO A;DUO HV ',•• • + • • °� • �r ++ +' {g g 1 AT EITHER SIDE OF 1140k t { (Fj POi.YCARBONA7E NY WINDOW®SiWl BE INSTALLED SO T1§TABS FACE SEE END 6( THE INTERIOR OF THE OPENIRO B NG PROTECTED.WV YAfIDOW rd}1 MUST BE CONNECTION • + -+ • • • gY ONLY INSTALLED AND LOCKED USING A NV SMING TOOL PRODDED By A''Sk DETAttD Ot{SHf£TO td �, INC. FULL HEIGHT $ ggd B.SEE ANCHOR SPACING SCHEDULE FOR INSTALIAMN5 INTO WOOD MhUe t $DD[id BURIONGS ON SHEET 15.AS UMRED OY SPM!AND DESIGN LOAD(SEE NOTES P P 9 J 1 &2 ASOME). 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED b 'Nr CONCRETE OR CONCRETE RM WALL ON SHEETS 12&13 AS UUM DY SPAN AND OESI'GN LOAD(5EE NOTES I &2 AGOYE). 8,UNNUM SEPARATION TO CLAW SCHEDULE,PER ASTU E-11446: @ I SEE top PLAN&OOTiOM�FOR UENTS) Mj Lo pgt pt�6 +(7 WIND ZONE MI/R/UM SEPANflON TO GLASS D H ��f UNLIMITED WID 1 THRU 3 ELEVATION 14SEE SEIMMuL r Mw.09SLASEm 4 6.29• E7DSRNG CLASS - k1tD M TMS SKEET FOR EEAADFS(D& 11 lyp uta' T� SYLN RiQAI CFNTERttATES©, AL \ 1 fOmpL W/ OR D \.. w/Q (s�NQTE a aeovE) PLAN~ 1` i TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1�A SHUTTER* iFL'"AAA !t!3P"' FLORIDA 6UILDING CODE(Non High Velocity HurricOne Zone' ALL "• �/'• 0207 Tit.TECO.INC. 02017 EASTERN METAL SUPPLY,INC. �"'" S A . *_ IT IEC 0 ,NC. A „ Accordion Shutter system Liv MAX#1 wiOR W/O H,v WINDON e(auE TEtL1T TESTING & ENGINEERING COMPANY American Shutter Systems ryN DESCRIPTION DATE DRAWN M L.G. �'�d''+• •C P mak+i O]55 N.W.Mtn.SL,51•.565.%LAW”GARCO'S,FLCMA alis Association, Inc. 1 OLD 15-085 7/27/I Oare: 07/27/t7 �Xl -'�_• Pnore:(305)871-1530.I",(305)871-1$31 4268 Westroads Dews z DRAWING No % (� 1a-m0 ••`�4�.''1 3;wm 1000O I.0 West Palm Beach, FL 33407 3 WALTER A TRUT ss�4NAl�a6 ES-000671Rdr.PLP 17-107 ; + FLORIDA Uc.d 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 Uin,I ASTM 0,0 GRADE as Win. VARIES ' INSTALLATIONS W�� HV BLADE & HV CENTERMATES @ y240T MO..r- '.f t)2•x 6" tHS;iC 'YI v M'�n.0-6D DLY STEEL 2•M°�' INTO METAL STUD WALLS GETAJ,STUDS AT 18'D.C.. 43b 06 o.c. 4Q 41 GENERAL I m•oA '� W -- - --- 1/2' .�a.7�s' 3 � 3a 1•,(d"�NOMAINAL 1 ,UMINUMSLEE FOR OR 0063-T5 ALLAY 1(,3/4'.61/4'.OD35'T18CIt Acn. 43c 43a 12 CENT.CALV, SYSTEM IN�TALI Il110N TO METAL CJD WALLS 6TEEL TRACK CHANNEL. 0 6"OA, O 8"O.C.^,� ASTM A-051'.CMC a0 LCA.0-00 IIT---1 SEPARATION TO CJLASS_SGHEQUI;.E 3,000' CA.VMOZED FA.4TVIED 10 STUDS 1. MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 {psf} MOx. 1VJ(2)icatlr TEK SCREY+S ON MSTWG FINISH 39 nJrER10R&mnralor+roc AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE SEPARATIONS ase LENGTH + 1' ASTM E-1996 MIN,SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS ExIsnNC cuss To Cuss - /4"_(d-'20X3_" DOLT (SEE 5C11EOutE) 43 ° 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" Ow,y MUST PENETRATE m WITH 21 ARRANGfD A METRICAL LAYOUT. o USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3 a'.6 1/4'r 0.036'MCK u:,, EXISTING FINISH 1 INCLUDED AT XTERiOR OR INTERIOR ACCESS SIDE OF 250• r -_050* CDIM -0 PeCLCRAY r40 11 ClM1�a � As APPLICABLE l CENTERA(ATE. °!__ ---r MALL A-06s ASIC E Y Lra.a-6a �' .-.,L.—.-.1 in OALYf1LZED FASTpIEO TO SNDS a =1 (2)/8.1/2'TEK SCR- ON 43c 43a �.r_� I &ExsFRgR FACE 1 ' 1/4 0-20 THREADS 0 6`o.C, o q'o.C. ci ''r'. '7'I ** GLADE SLACK DETAIL HVF IS ALSO VAUD FOR 3C J4"ss .E1 C4 CONSTRUCTION ^ed , _ :, ,/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE tQ PRODUCTS FAB—L,OK ND •.1 ,Ir.q,a35-THICK a0 ® 61• G.C. COMPONENTS tarn.ASTM A-659 GRADE ,',�r,fAd�i,,. Min,G-0 ae'Y'stEE1 '' 1 MS WAI.L HEMER/SILL INSTALLATION / META.STUDS AT 16'O.C. M:n: (TYR. O A,B TT APPl1CABLE SCALE: 3 6 1' ! t-�••' �' (TYP.TOP t<BDROlA) Ia,' � �I; 43a 436._43a,.r"•-`'..I'I, I'Ii_•/:_ -�,iY.''_:Ii ;'_':__ .S YMM�ET'R-YG_AL-,.—"II i,—•.'`—.- —.iI I, ___ ME_.RC�.L�., Ii ,;.1` T —._..�z jI Ctv3N1r zCf6 ' ' 1 ,T_ __ EXSRNG Ama. 65STEEL TRAGMSTENED TO�GK t60M in.r V. GALVANIZED z TEK SCREWS ON ARIES TMIN, SEPARATION VEROR FACE TO CLASSGENTERM TES WO NTCRMAT S W . -ESS-2-0E SEE SCHEDULE)XTERIOR ACSS SIDE 1INTERI49 LC I I 4 i J ----__ - (rva.y�---'--- ------ ----- _--------'------ ------- IN -- --------------- -{-- ---- ---IN---' ------ ----- --- --- -I 4 12 .-- _- __ - -------------------- 2)42 1 21 21 21 21 1 LOCA D AT t 2 _ i IN HEADER/SI fNDS _VIE 12 -3 1/<`(TyR,) (6-Min.) 'j 7. 24 6 112 MAX.SLACK ** SIDE CONNECTION TO TRACK (Cont.) 6 1/2"(Typ.y 7' N/ 8LADF_$ACK puAiL_HVEyg FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IAA 0. 02017 TLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA RVTM X771 A: GENS' ..J�a a A S S A Accordion Shutter System _3 RE E C o iNe. . ■ . . KV. BLADE#1 W/OR W/0 H.V.WNDOW BLADE TILLfi TESTING & ENGINEERING COMPANY AfTlsriccn SNttRor Systems ,N DESCR FpTiOH DATEDRAWN 6Y: Lt. i 8355 N.N,381n.SL,See.283,N,1a�JA CaR00+S.rtOagA 3718 Association, Inc. I OLD 1S-08S 7/27 1 DATE: 07/27/17 •c1�_---STtsTE t�E- \ ph-6:(305)071-1570.Fa.:(785)871-1631 4286 Vtestrogds Drive 2 DRAWING No fi 0-m°1:Ota000,9-m West Palm Beach, FL 33407 3 A .''..Di<;•• �OR1'0�',':G�'��ie, EB-600671 + 6 17"17,.77 44�y, WALTER A.TGLT J,PE. P.E. S€UtL lA1tlI2E'DATE FLORIDA U.8 aa167 a SHE OF 20