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Florida.Building Code Online https://www.floridabuilding.orgtprlpr app dtl.aspx?param=wGE... KRi K s'-`� ' - rr �,.z+4e s,.yass+*m'�+e r..,_-a.r,, EEHome Login user Reostratbn Hot Tbpls Suba&Srderge Stats&Facts RIS Cerus acissie Nap Molts search i tt' Product Approval . v " uses:pubic user. L✓ �/ eD Pm�B,c A!;ynval Rf@py>ggdext orA,ra'f�ir nS�,�j7>�}}�Scia � n LY>ppp6riti0n petar7 ECEIV FL ik FL389-R9 MAY 020 Application Type Revision Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodrlguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tllllt,Jr.P.E. Evaluation Report A Florida license PE-44167 x ,.Y.-r Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI-AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 fERTIFICATE OF INDEPENDENCE.PDF FL 89f9_COI AiMERiCAN SHUTTER SYSTEMS ASSOC. 1�NC DP,A104ING 17-106 U9_n?GAEL%Q UDEP END-t4C l)RQF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.SDF 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 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 1 of 2 4/15/2020, 12:49 PM Florida Building Code Online https:fhvwwAloridabuilding oig/pr/pr app dtLaW?pazam=wGE... Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Humhw or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interloddng blades retained by tracks(top and (Non-HVHZ)-Drwg 17-108 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Fi 4,,R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17-108_ Approved for use outside HVHZ:Yes BERTHA HV ACCORDION alRMER26]EM.PDf Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3'for 40 psf positive ASD Evaluation Reports load and 13'-0'for 35 psf negative ASD load the HV3 blade w/o window FL399 R_AE AMERICAN SHU a cR SYSTEM$_yRgt�ii_ryG 17-10 biade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade andEBB fy,�d6LT EVALUATION REPORT.tri3F 8'-11"for 62 psf,9'-111 for 55 psf HV3 blade w/window blade working In Created by Independent Third Party:Yes unlson.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-107 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389_R9_i( AP;ERICAN SHj=RR_SYS_TEM ASSOC.,INC. DRAWING Approved for use outside HVHZ:Yes J7-107_BERTHA HV ACCORDION SHUTTER S)MEL1,POF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max.Span is 16'-0'for 30 p.s.f negative Evaluation Reports ASD,load depending on centermates and locking rod configuration for the U399 R9 AE Ar�iERICAN SHUCfER SYSTEM ASSL¢C..INC. DgAING HV3 blade,8'-0"for+64,-72 ps.f.A.S.D.load for HV blade for Keystone 17 107 PRODUCT OF EVALUATION REPORT.PDE mountings 7-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s f. Created by Independent Third Party:Yes for HVSA working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-106 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No flaa9_g9-Li AttFBlCAbL-5E f E&_SYa 3S-8555QC.,IN_ DRAWIr�G Approved for use outside HVHZ:Yes 27- BERTHA HVACCOR(JION SHUTTER SYSTPDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 Evaluation Reports and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively FL389 R9 AE AMERICAH SYSTEMS ASSOC.,INC. DRAW LG 17-10. ROpUi TEVALUAId0� E1'�rtLPDF Created by Independent Third Party:Yes Smsk; iii Co tart Us::2601 Olaf Scone Road.Tallahassee Phone,850.487-1824 The State of Florida Is an AA(M employ.Cmalift2007-2013 State or Florida:: ::Refund Statemert Under Florida law,emal addresses are public nmrds.Ir you do not want your e-mail address released In response to a pul>frremnk request do not send ebctroKx mail to Mls en*.Instead, contact the office by phone or by traditional maL If you have any questions,please contact SSOA871395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Icensees licensed under Chapter455,F5,must provide the Department with an email address If they have one.The enta9r pr= may be used for of kw communication with the .However emai addresses are public record.If you do not wish m supply a personal address,please provide tit.Departmera with an email a�ress which can be made available to the public.Tb determine if you are a licensee Lader Chapter455,FS,pka^e ckkhW-. Product Approval Aorpts Credit Card Safe of 2 4/15/2020, 12:49 PM II it li ' I 11 GENERAL NOTES: l 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (8th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTE, SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE-ZONES. II DESIGN WAND LOADS SHALL BE DETERMINED AS PCR SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR AI BASIC WAND SPEED REOUIREC BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kdo10.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE M.�4XIMUM(&S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIL-ATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 (SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AR A 1: HV R.AD S n igg Q BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPAE THESE W/MAX. (A S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THAT COMPONENTS AND ANC ORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER SIR Efi GENERAL NOTES SHEET 1 SSED•A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS�M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOIIACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE MITI SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER 31 SHEET 4 ATL REPORTS: TYPICALTYPICAL SHUTTER ASSEMBLY -44 17 i TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE(D 00214,01-03, 00715.01-03,01004.01-05;0.1214,01-05, 00317.02-06.#0809.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE(D AND HV WINDOW BLADE AA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND :ONES 1, 2 &3) &11220.01-10 AS PER TAS 201,263&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE b 00505.01-08 AS PER ASTM E-1886 AND E-1896(MISSILE LCL D,MND ZONESI'I, 2, 3) BASIC PROTECTION ONLY AND 0 0725.01-89 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 I1 INSTALLATION DETAILS A-F,'CONCRETE/BLOCK SHEET 6 2. HV BLADE( AND HV WINDOW BLADE ® ARE E14GINEERED TO WORK IN UNISON WITH EACH OTHER UNDEP,I THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 10 ii INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.,ACCORDION PINS(HV SCREWS)•USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 01412.75'AND 014X1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kal MELD STRENGTH AND 180 k.1(ENSILE STRENGTH. PINS SHALL Bl:COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE fIV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM:SSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET`.'2 AND 3. MINIMUM YIELD STRENGTH FOR 8083-T6 ALLOY IS 30.0 kai AND 35,7 kal FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 8005-T5 ALLOY. !; MAXIMUM SPAN TABLES SHEET 11 7 5.ALL SCREWS TO BE STAINLESS STEEL 3C4 OR Jte AIS(SERIES OR CORROSION RESISTANT COATED CARBON;STEEL AS PER DIN 50018 WITH 50 kal MIN. YIELD STRENGTH AND SCHEDULE- CONCRETE& BLOCK SHEET 12 AND 9G kai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3,4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 B. DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal)'MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 I 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIF14ATIONS;HV BLADE OO 12.13,14,15 AND 20 1 INSTALLATION DETAILS M-R, WOOD SHEET 18 HV BLADE(Dh© WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS 8-X, W000 SHEET 17 END CONNECTION DETAILS 7-12& X, W000 SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BL-1R5 A U.S. PATENT 06'779,582. COMPONENTS OF THIS AIy PROVAL ARE COYeRED, IN WHOLE OR IN PART BY U.S,PATENT 05'458,179 ISSUED 10 EASTERN METAL SUPPLY, INC. !!!i!!!i 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHO'RE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE (flA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,TiRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDINGTO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VIHU SIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF RRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. !I AREA 4• HV WINDOW BLADE()ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE MTM SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LIBEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMP Y WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING COPE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSin1f ATI0N SHALL COMPLY WITH SPECS INDICATED IN THIS I)RAWNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. II 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER SIS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A ST(E SPECIFIC PROJECT;i.o.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECTtON. PURCHASE AND INSTALLATION INCLUDING LIFE SA 11 OF THIS PRODUCT; BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED. TO THE CONDITIONS DETAILED ON THIS DOCUMENT.COt;STRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. y (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF AL fEREO BY ANY MEANS. III OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED TTY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.).FOR,THE PROJECT AND WHO WILL HE ARESPONSIBLE FOR THE PROPER USE OF THE P.E.O ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND OPIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 'FLORIDA BUILDING CODE(flon High Velocity Hurricane Zone L11Ia�,\� "�J'i�'•%. 02017 TILTECO•INC. ®2017 EASTERN METAL SUPPLY, INC. \\\s .'•,\�V�P�S•••'•�. �S _ BERTHA NVTM C IL E 01A, N�. �m ''mA� Accordion Shutter System RV. MADE#1 w/OR w/o H.V.wliaDoW IT' /�� I; American Shutter Syst6lma EV.N DESCRIPTION DATE DRAIVN BY:' L.C. y TICCIT TESTING & ENGINEERING COMPANY •••• 11r '\\\ e753 R.YI.lfiHR SL,Sla.LOS,NRa'<;IA GMDENS.P�ORiCA 5]IE A$Bo Clatlon, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 Phone;(305)871-.1530.Fa:;(305)871-ISJ1 4268 Westroods Drive 2 ' +r ) >\ mall:tllteco9aal.com DRAWING No ES-{� °P1j)••......•' rrV\ s West Palm Beach, FL 33407 ! -•-�vI ��IIi�LL WALTER A.0TILUT Jr.P.E. ! 17-107 Sf FLORIOA Lia.rf 44167 5 SHEET 1p.E. 1 At�SIGiVA1`URE/DATE 6 1 OF 20 J PARI ARI '2 J r 0.4 7 4,A71* 4,0§7' c 05 1 10 Hm SOLID RiAu HY UNIVERSAL, FLQAIF 1� QUALIFIED fO CO ED UNDER US PATENT # 54581 R USE W/ QUALIFIED FOR USE W/ HV SLADE Cl HV BLADE�jl) 0 6005—T5 ALLOY AND TEMPER ou���W 6063-T6 ALLOY AND TEMPER SLADE Cl) 373* *SEE LIMITATIONS OF SLADE ON SHE'J 19 6063-T6 ALLOY ARb TEMPER :124^—— 6063-T6 ALL0 EMPER 6. 70 2 ............... 7 Q,072- ........ A;. QUALIFIED FOR L-5E VV/-HV V 09 HV TRENCH TRAM ---I BLADE(1) QUALIFIE FOR U E 3.7 ,6 HY AN, FLOOR TR 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE V11 HV ,D BLAD QUALIFIED FOR U E W/ HV A TOPER BLADE 1)ONLY. HLADE I 6063-Tr, ALLOY TEMPER QUALIFIED FOR UAE W/ HV 6063—T8 '�1101 TEMPER VAR BLADE VARIES 1,036' 6063-T6 ALLOY A TEMPER ii ox 1 it 083, 100 .12 o U Pao* .060, 1670 L 0 6701 1.885. 67 20 ��11jj1 Hyl CEILING HEADER HY HEADER/SIU, C13) HD CEILINQ HEADE RZSIL --- ---- V ONLY, OUALII ED 1 ONL�l QUALIFIED FOR USE IN/ HV SLADE In (1-5 HD 6 63-rG ALLO AND TEMPER "! SEE SECTIONS FOR VALIDITY- ..,WALL HEADER SILL SEE SECTIONS FOR VALIDITY. QUALIFIED F06 USE W/ HV I 6063-T6 ALLOY AND TEMPER 6003-T6 ALLOY AND TEMPER 81. 1 ONLY. 6063-T6 ALLOY AND TEMPER F' COMPO NFNT A I T2 x y I t Jtil WN,XjkK YJMN.t 1 2* 2' 10,125-1 I I- I 1- 10.002-1 2' 5"MAX 1/8' 1 1/5" 31 MAX'i 0. 7' 5" 192' 10.192" C.Iw" CARS, (2—d: CORNER POST 11 2.5' 7"MAX. HV ALUMINUM ANG 1, - OIJAL�l)ED SIDE ANGLES Wi I i QUALIFIED FOR USE NY/ HV BLADE USE %V/ HV BLADE 10 AT QUALIFIED FOJR 1 6063-76 ALLOY D TEMPER Bb�DE�-l)ONLY. 5'MAX,;0.139'10,131" 6063—T6 ALLOY AND TEMPER 5063—Tf, ALLOY AND TEMPER 11 1 1 FLORIDA BUILDING CODE(Son High Velocity Hurricane Zone� 02017 EASTERN METAL SUPPLY, INC. 02017 T11 TECO,INC, ............ BENTNA HVTM Accordion Shutter System I L E C 0 AiainSmAll! KV. MADE#1 W/OR W10 H.V. WINDOW MADE knorloan Shutter* ystems 31V.Na dESCRIPPON DATE DRAWN BY: LC,. vTILLIT TESTING & ENGINEERING COMPANY D OATS: 07/2JJi7 355 UX.Seth.st,St..30-,VXrNIA OARDETZ.FLORIDA 33161 Ascociatiloh, Inc.II OLD 15-085 7 27/1 Ph.. (30)871-16530.r-K:(305)071-1131 4268 Westroods Drive 2 DRAWING No • a 11EtDOG6710 _4 0 -,a:Oteccocaixorn West Polm Seoch, IL JJ407 3 17-1.07 WALTER TILUT Jr.P.E. FLORIDA Lt.4 44167 5 SHEET 2 OF 20 jl C576" 1/4'-20.1 1/4*-20 -ore CAST I 2,29 • -READED PANTED DIE CA (2 ED -NOL--NO EMMI. Re BAKED RNMED GRESS TURN OW I % BRASS Cru - CYLINDER YUNDER a KEYS(CN 0 (CHROIAE PLATED) HV CENTERMAFIATM) ONLYX HV EORESS LO HV FLOATING C Z/ QUALOIED FOR USE W/ HV 3,023* - '/ HV 6063-T ALLOY AND TEMPER SLADE 1 1 ONLY LY QUAL F ED OR, E W QUALIFIED OR U / 8V 6063-T6 ALLOY AND TEMPER!: (2-3: 11 y CORNER CENTERM BLADE & g ONLY GLAD ONLY, QUALIFIED -1-250"0,11. FIED FOR USE W/ HV BLADL�j)ONLY _�5 I6 063-76 ALLOY AND TEMPER "TIC HEAD 1 1. '21 nT 78 .5122 MOLDED TO 4,945 SCREW iv 2.070* 1,753" i�dW AFTER RiVERNO j 00 1/4"0-20 3 41 BEFORE RIVETING0 S.S. TIA)m 1/4"0-20 RIVNUT* -7 ti_L %CRIES 94"ALUMINUM(2024-n ALLOY)LAROC FLANGE THIN i SHFU NUTSERI,FART 0 0820,AS,MANUFACTURED BY AVOEL PLAN FRONT ELEVATION CHERRY TFXTORN,PAR21PPENY,NEW JER tY 070.14 OR EQUAL, (ZO MALE FIT" LOCK CENITERMATE 4,566" -T" WOK E i JX&KfJLM.. "T" LOCK_CrbW (Wp HV FE ALE 'IT" LO K CENTERMATE N, HV HV ALTERNATME Lapic ,,MATE OUALIFIE06FOR USE IN HV BLADE'(I)ONLY FO ALLOY/ 60 TO AND TEMPE., QUALIFIED FOR USE QUALIFIED _k USE W/ HV QUALIFIED FOR USE V// HV BLADE 01.ONLY QUALIFIED FOR USE W/ HV BLADE(1)ONLY V BLADE(_ BLADE'j)ONLY. 0063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPE!i� W/H ONLY. 7' 44: z I r - I I I _1_X \-THUMSTURN 063 r CYLINDER OR ri .214» j 8 KEY CYLINDER .214' ;L41' to n 0,875'Min, 1 .125"Max, C'St 140 -CERTERMAT-E W/ NO LOCKING ROD HO CENTERMAT -_tjwu .40 o QUALIFIED FOR USE W/ HV ULADE(1)& UX QUALIFIED FOR USE VII/ f4v BQIDECI�)& (t A) — 6063-T6 M ER 6063-T6 ALLOY AND TEMP II 3-3) QUALIFIED Fo!��HV BLADE PER ux VARIES, 12'M IDE I,,& _2Q SS.-CR 3/0*9-16 'A/.4'.o THUMBSCREWS. 1 1 411 t�2. STURN 4� 5 LL 1.78*hie., I r�T:1y'.UNDFR OR KEY 15, 1 A71SI 30 CYLINDER I-OCKING RODn, !i J1 QUALIFIED Cf B DO LL'gr 5-D QUALIFIED FOR USE %V/ HV BLADE4��l HP ILDCK 6063-T6 ALLOY AND TEMPER 4: Ey AC MM (37) BV 114 1 AISI 30 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK, [ON WILL REQUIRE A 16" E THUMBSCR 11 '5ERIES S Y&S'INSTALLAT - 3. TH QUALIFIED FOR USE W/ HV BLADE CA, EWS bane 0 ILLED.AT TRACKS FOR PROPER CM, ENT QUALIFIED FOR_Vg,,yj/ HV BLADE'Cl QUALIFIED FOR U BUILDING CODE(Non Highlelocity hurricane 02017'T�L�' C. @2017 EASTERN METAL SUPPLY, INC. 41 . BERTHA HVTy. 1, y' ...... yi"I io Accordn Shutter System ry 7 V1 H.V. MADE#1 W1 OR W/O H.V. wwoow BLAm knorIcanShutter Systems TICCIT TESTING & ENGINEERING COMPANY ACV.N DESCRIPTION DATE DRAWN BY L.C. Assoclation, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 0355 N.W.301b.St.,SK!05,VMNA MOONS,FLW0A 3316t Phone (305)871-1530.Fox:(306)871-16al 4268 �iVestroads Drive 2 DRAWING,No —.4;tiilewo.ot,0. West Palm Beacfi, FL 33407 —3 EO-0006710 17-107 t WALTER.1.TOUT Jr.P.E. 4 iFLORICA'Ua�#44167 67 5 SHEET P.E. R DATE 3 OF 20 �i ,7 "1 ll SHUTTER ASSEMBLY SCHEDUL FOR 3/B"c . HV HV A I 41 '� i} _�(� 12'10 SiADE 7 CE - .0625' 10 HV QLAOE 1 A:.! iI V � i Eg4E -1,1 .1075' _.... 1.,.._. .. I SLADE .0025" +-ffFI��X-0025 ,0825" HV BLADE 1A \`I v ELAOVS i 3"0 OPENIN { 1875" Y HV LONG RECESSED NYLON BUSHINC. ---zo ? KNUCKLE ,I 0925 0.48 HV SHORT RECESSED NYLON BUSHiI G 39 1*'J`7tI+ " L ! FIAT PORTION R1 HV NYLON HAT WASHER 1 (DORI � t I Ji HV WHEEL CARRIAGE AISI 302-303 SERIES I i �I�A all'" 40 M� I � 1. 02.a s0" X 0.870"x3/16" THICK NYLON WHEEL. I �� ��% M r; a� 2 7/8"MIN.; / HV WINDOW 0,188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 03,00 " � 80tJt3EN ( .4025'y.0829" i 3.7500" �5 HV 1 3/4" ACCORDION PIN W/ #B iEAO Il EXTERIOR M Jr a CPENMGS ON cFSNt/EgRs w " ( 7500". HV 2 3/4" ACCORDION PIN W/ #5 'iEAD * 11— 41 q C` q^' ix+ci:ea nNnrev nT 'TYPICAL HV WINDQW BLAQE POLYCARBONATE IMPACT RESISTANT HV WINDOWI ( 1' BETWEEN Q AND III I ! r s 'EMCAREQUATE HV WINDOW -DEIAIL I @OR NOrE FtlR i = 1 ` REQUIREMENTS) i j 1�OR ® �M xPO.YGAR@ONATE IMPACT RESJ,Sj/��{T HV WINDOW ^-p I BAYER MAKROLON 3103 POLYCARBONATE (� -1 I z'uIN,c r.E RESINS, UV-STABILIZED GRADE OR SASIC HV- PIN REQUIREMENTS AT E KNUCKLE FOR `-- - TO BLADE BOrT M INNOVATIVE PLASTIC LEXAN 1'03 RESIN ©OR ([� { 1 �-- (SEE NOTE "F" ON SHEET 19), (1) HV PIN 4@ SHALL ALWAYS BE USED AT ALL EXTERI6R (3� T 71 BOTTOM KNUCKLES OF HV ACCORDION SYS TEM W/ HV(DOR It m I �� EXTERIOR POLYCARBONATE SOURCES FOR 4a HV 9 BLADE, WICAL HLITTE$+ ASSEMBLY '�4C"cCRE i 7rprcA:.PROPERTIES SFAH,NC nm .�,rAnwrrt _ HV PIN®OR(a�AT RFiER1:NCE u mw_t tx>OKK ^'�"' (2) HV PIN MAY BE USED IN LIEUOF AND ONLY AT EXTERIOR, 40A"m 10i O0 1p"�" �,^� BLADE'S KNUCKLE, \ p1CPftl: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D J 04.324' �� (SEE NOTE * FOR SPta"zc GRAM ABtM 0792 0.013*M' 6.043 lnpd BLADE WHEN CORRESPONDING TO INSTALLFTION "11", SHEET 7, Qas=; \ j� �''J REQUIREMENTS) T015A.s� ' TYP, ;� i� TERB,T.ti ntw s3Aera3Tn uTu 0938 0,400 waL x.000 P.sl. FLEKURAL SiRO:OTH AT HELD A01TJ D790 12,500 O.K.I. 14,400 p.e.l. (3) HV PIN © OR @ W/ 1/2" O.D, 1/16" THICK S.S. WASHER I rLexuRM IK0D0tu5 ASMD750 40,066'10,. 34s,o0aF..1. SHALL BE USED FOR DIRECT MOUNT iNSTPCLATION PER DETAIL X, ey i� 'I� i VXCEO 1200 ASTM 0254 IS FT-Ibm 17 rr-le/m SHEET I C I nsmon Dow, 010m x s. W� EL Ci4RRiJc DETAIL SuoKE 0umn ASTL102w3 sT.2 n e4a R tux N.*EL Y LAYOUT• mTe or eumi'I>r ASTb 0936 o-+CLASS c-I CLASS '1 Fj,'r5, `MT 10111R0N •ASTM D1929 IC40'F 060'F } vriauEB.Y9: ASTM 0185 TOME5Tti47.5TN AM WEATHOLM ASTM 638 9302 O.J1 8840 0 1. 'J) HV BLADE S0Ll01, & CA HV WINDOW BLADE DETAILS 4451,STRESS OEFORE N2ATNERINO ASTM 08 8401 pal 5880 DOJ. N.T.S. °t°ttf.aiasr� 11 FLORIDA BUILDING CODE Nan High Velocity Hurricone Zone 02017 TILTECO,INC.. 0201.7 EASTERN METAL SUPPLY, INC.vwi' •yt�Ir'Y ty• ✓�j� BERTHA NV M /0911DIEc.0 Svc. A■SwSwAll AcE#1 W/OShutter System H.Y. �} W/OR w/0 KV.WINDOW BLADE f . 7 r •'L �w TILLIT TESTING k ENGINEERING COMPANY American.Shutter Systems REV.N DESCRIPTION. DATE DRAWN BY: L.C. V, As$Ociction, Inc. 1 OLD 55-085 7/27/1 DATE: 07 27fT7 ;•, r err Edi.titi 4355 M.1r.3010 st»sa.305, RCtA wF0EN6 F aRnA 3318 4288 Westroods Drive 2 Phonj:(305)871-1530. Fox:(305)871-1531 DRAWING No '1$' '••"' \� tit 0—mad;t7t.c.O LcOm Y,'eet Polm Bach, FL 33407 3 A4 1 EB-0000718 4 17-107 •. rrnA'F'' II WALTER A. TILUT Jr.P.E. I FLORIDA OF.R 44167 5 SHEET P.E. SEAL/SIGNATt)RE/DATE 6 4 OF 20 .i .r 1 1 Q' °° j 3•� S' E TES ON HY LOCKS AND GK�T_ RMATE 7 M N s i u a lau 6: � 8,SHALL BE USED AT 1/2 OF SHUTTER,SPAN FOR ANY SPAN • ' w ,. +�j 1, MANDATORY CONDITION M: ONE FN LOCK v2 or OR 12'ABOVE OR BE,OW 2.CF SHUTTER SPAN FOR SPANS UP TO 1OS',AND FOR INSTA TIONS 7 ANY I ELEVATION, HV LOCK( pri MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR II mn m CENTERMATES Wf{2) ff4"0-20 x tf2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _--- { TYPICAL SHUTTERR ELEVATION. { 05 01(pw i! - � 2. AA;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO T1Y0 HV 1 v '� LOCKS Ua OR fU28 1IMY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES int OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -;�c ! j • LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY Ji .4l E°J°RZf°R� j; -}' r w�3 E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MMDAT,QRY CONDR10N�2:ONE HV LOCK 4�SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN)i ELEVATION. HV t.00Ckk 2 or¢L§SHALL BE USED AS AN OUTSIDE LIR INSIDE LOCK, { v ATTACHED TOCORNER CENTERMATE W/(2) 1/40-20 x 1/2 LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS t,}� �� x c-1_ I� AT TOP do SOT M SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Y�rTty�.� it MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. n EIRE ONE ALTERNATE HV LOCK pp MAY BE US iN UEU DF HV LOCK or FOR ANY SPAN AND G } •' 4 �' 3 (NST WTIONS AT ANY ELEVATION.AL'T RNATE LOCK MAY BE USED AS AN NSIDE`�OR OUTSIDE LOCK.ATTACHMENT OF 1/4"1n-20'x3/4"S.S. THUMBSCREW TO Q:OR tf'i,CENTERMATES SHALL BE MADE W/ 1/4'6-20x3/4"ALUM. / L' b�V RNNLIT AS SHOWN ON SECTION HVE, SHEET'e. ON LOCK SHALL 0E USED AT If2 OF SHUTTER SPAN OR T1V0 LOCKS AT 1/3 OF SHUTTER SPAN. 6./dANDMRY CO,+LDmGN�3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 49 Or(g'or 28 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 i? TO 86",AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK 0 or �ffS or @ MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK,ATTACHED TO 21;or F2 SYMMETRICAL CENTERMATES Wr(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 3$W/pig CONNECTION jf.� OR�7 77 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETALS ION D F E H I J x (> M 1 r P 0 A V W SHEEIS F L \tjJ "'NOTES ON HV/ T LOC10 AND CENTERMATES: 18 TVP. FULL 11 � I „ n I$ HEIGHT. ` ' i OF CORNER wxnl— ^---*—= OF C R CORNER I. �-' ONE.ALTERNATE HV "T"LOCK (�MAY BE lNS7�LLED IN UEU OF HV LOCKS Q OR $FOR ANY SPAN AND . 7v2JanQ,lat(,�•+ ox($�aAiT,�+1,131oc iNSTALIATIQ�7 AT ANY ELEVAflON, ALTERNATE tOCK ti¢.,.M1+Y BE USED AS.hN INSIDE`OR OU SIDE LOCK. ATTACHfdENT OF LOCK p,51 INCLUDES 1J51NG,REINFORCING LOCKER,2 J7 AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE }+{L•a+y 7j+ 3'tA( :' sa+ ---� CONNECTED TO CENTERMATES to ANO @1 Wj 1/4'O-p x 1 1/2"LONG S.S. THREADED BOLT Wf 7/8'0 x 3/32' -� WINGNUT OR Wf 1/4"C-20x1° S.S.M,S, INTO A 1/4vIx 6/8"RIVNUT. OCK MAY BE INSTALLED•AT MIDSPAN OR 12" '. +��% '(111 ( "(7) MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS{ 'TOP AND BOTOM IS MANDATORY, re'+1Ja• s•�3'aw t(�•o �+C3-+5g} *NOTES ON HO LOGS & NTEE� RMATCS: `l R p ELEVATION }$r,' 1. �VJt ND 0F,NURMA + OR X2 W/i� : ONE ALTERNATE HD LOCK G&MAYBE USED IN LIEU OF TYPICAL I` HV BLADE .SHUTTER ELEtlATION HV LOCKSI�OR�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 54 MAY USED, I) N.T.S. AS AN INSIDE OR OUTS#D LOCK,ATTACHMENT OF HD LOCK i3g TO IS W/3 08 x 3/8"F.H.S.S.M.S.,AND INCLUDES !i REINFORCEMENT INSERT 3 AS SHOVRJ ON SECTIONS HDS-HV AND DC-HVC, SHEET 10. LOCK MAY.BE INSTALLED AT �j MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS�6?19 COMPLETELY OPTIONAL. I'JJ f77II/rrriprs,,r?! an High Velocity urncDne one pr„' ,". 02017 EASTERN METAL SUPPLY,INC,. .,. ��' ," CT017 TILTECO,INC. V TM BERTHA H ¢ '� s$L�C.O .rm.. � �Am Accordion Shutter System f hi ~3 H.V. BLADE#1 W/Oft W/O H.V. WINDOW BLADE A'mdricbn Shutier System9 4EV,N DESCRIPTION DATE DRAWN BY.• L.C. '•, { J{.•' TILLIT TESTING l; ENGINEERING COMPANY re i AesdelatIOn, Inc. I OLD 15-086 7 7jI DATE: 01/21/17 n•,. r"1'' ;•p4y yi 8355 N.W.SBih.34.Sle.305,NRG6NiA OARCOSIS.FLORIDA 331E ` ', Phcne^1305)871-1530.Fo":(305)871-1531 4268 Westroods Drive : ORAW(N0 No '••.......�' Z�l{1T' a-m C�tn5oead.com West Palm Beach, FL 334:07 3-CmU-107 w07 " -,•©NAL 4TH I/111 WiLTER A.T+LLN Jr.P.E. 4 S FLCRI:V Liu j 44157 5 HEET p URt; DATE a 5, OF 20 ;f ,1 1 q it iI tl i` 'i POURED CONCRETE -� i l---CONCRETE ANCHORS OR CONCRETE BLOCK POURED (SEE SCHEDULE ON REQUIRED 1/4 0-20x3%4•S.S. POURED- CONCRETE-. II SHEET 13) CONCRETE ANCHORS AtACHiNE SCREWS CONCRETE '� REQUIRED _, _r -' -(SEE SCHEDULE ON W/ 1/4"-10 tiEOU�RED tib„.'„ - CONCRET 0 _,._ 'uµ @&,&A-(SEE M0UNr1N4QON SHEET 7) / SHEET 13) NUTS m 12"O.C. (SEE tOUL£6N HE 13) / S.S. � {M�' • /-02 OR;,41 - EO I EO. MACHINE SCREWS •,,,�- f0 EO •fy." _ ---� USING t/4"-20 NUTS .• C 1 &12"O.C. . 1/2 _; ^ 13 GR 18 i3 oR 15 E. D.• •2.p..Max. � ---.a 1 r------- .250" :_:: 230• 1 E.D.m i 1 i I .250"Max. E.D. I ` I I . }�~ i E.D.• OPTIONAL i+i I' f I \-OPTIONAL I i.t-�, MX Sd'AWSION '+ TO MASS,(SEE• I If 3 1 I _ MIN.SEPARATION TO GLASS G"t ELN�7E mA'ia I 1 OR �F1� it t EXISTING (SEE SCFEDULE ON SHEET 11)' EXISTING I O .g{,DIQ 1 1 t MIN.SEPARATION TO CLASS t l 1 GLAS '"-(SEE SCHEDULE ON SHEET 11) EXISTING I I t Guns it l Y WALL HEAUR INSTALLATION L Ik (8) Hyl Wl� HEADER INSTALLATION M K STAKE (} PAIN.SEPARATION TO CLASS EXISTING�SS-, Mt SWARA1K11J I., 51 I gp�r' YO It 1 1 ' 101 EXISTING_!.._V�{SEE SCtirAULE ON SHEET 11) 1 EXISTING— to GA99(SFE 1 t1 )0(( (L9 MIN. SEPARATION TO GLASS I GLASS nN sHEEc ,`'(SEE SCHEDULE ON SHEET 11) j 11 FOR FZItE t t dF SHS 1 EXISTING 1I i OPTIONAL i I i GLASS- E. . + I 4• "' �' E.D.♦ I Tj;, f Itl 1�OPTIONAL '� �•�1 a"Max, I 13 ns 15 E.D.• , E. D." SRTi - :15 LT__ £011 EQ-1, „I -t/2 13 OR .1 "J C::= 12 pR 141 _�::= ._1/a a-2.x3 a ss. �, min. EO -EQ- PHILLIPS TRUSS HEAD �� tt 1/4"0-2pz3/4"S.S.PHILLIPS tdACHtHF,SCREV7S UStNC ...__-«--.—=�.. CONCRETE-ANCHORS L..TRUSS HEAD MACHINE SCREWS OR 18 L-(SEE SCHEDULE ON Y!/ 1/4"-20 NUTS 0 12"D.C. `-CONCRETE cNCHORS I',,; 1/4"-20 NUTS 0 12"D.C• POURED CONCRETE SHEET 13) POURED C NCRETE (SEE SCHEDULE ON SHEET 13) ` win. OR CONCRETE BLOCK -_.f�- ,� _ OR CONCR"E BLOCK p T --"^' �'-"'-'jl lZNCRETE ANCHORS REQUIRED WALL R£WV ED �,' HV WALL SILL��I.�"J.p,(,�{+A41O�) POURED CONCRETE....-� � SHEET 14�ULE ON (�j•IV y�IAL[, SILL INSTALLATION OR CONCRETE BLOCK WALL REWIRED ( ,V WALL SILL INSTALLATION TION IT.FOR�a1�©I Q ' INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.0. -EDGE DJSTANCt l,. ASSEMBLY O SEE LitF.jjTATIONS OF USE FpR ( �"Iy BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 1S) BLhp (1A1 ON SHEET 19 IN ANY. WAY TO SUIT ANY INSTALLATION, B 1 si' ,al 11{ ; FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone 1i1 X55, .• .....fi.� 02017 TILTECO,INC. ®2017 EASTERRNN+METAL SUPPLY, INC, b TRI R C c : o v7■ ® Accordion Shutter System y H.V. BLADE1 W/OR W/0 KV. N1ND6W 91 ADE •T ' •1I! American Shutfdr Sotdm9 EV.N DESCRIPTION PATE DRAWN BY, .C. TILLIT TESTING do ENGINEERING COMPANY Aesocicition, Inc. 1 OLD 15-085 07= DATE: oT 27/17 d 1;111' 635a N.W.3atn Su,ft 3os.VIWNM OAR03ts,twaaA 33WE 4288 Westrodds Drive 2 '•.• J• Phone:(303)871-1930,Fax:(305)871-1531 DRAWING No ti t'" r�' 11�� e-man:ulWonIIooLcam West Polm Beach, FL 33407 3 EB-0008719 4 17-107 WALifR A.TILLfT Jr.P.E. s SHEET' FLOR'�DA Lic p 44187 P.E. SEAL/SIGNATURE/DATE e $ IIF 20 f1• '.t ,i • II {t 1! ' II POURED CONCRETE ANCHORS rra sDMRtMV F I '1 OR i I ,1 t IUpASSONCR (SEE SCHEDULE ON SHE.-r 13) ro aAss(sEE I EXISTING :cegcnmt%.e offREQUIRED �yJO�EJa+ GtASB—{ MET+t) ` • ODSSLAB OF rA'•' 191� , ecN s?gaL I I .v \ ••---E. P.• APPLICABLE EXISTING-f ftAD�CU A:EN {� I Cx 1"VET h, ' 1 � 1 ALTERNATE 11 '� 11 EX ANCHOR "�' �.•EO EQ-1 LOCATION ;. :, - t 1 I.I I '. ly I ;^�410a3/4"HEX WASHER D ' I s . i t t CR t aT 15 a 6'MIN. TEK SCREWS 0 12"O . ti ' EDGE OF i SLAB IF CONCRETE ANCHORS APPLICABLE 1-7 �i (SEE SCHEDULE ON HEEL 13) EO I ED 1 lJ t EDGE OF ' EXISTING EDGE CF- - t�l Q10E t7F SUB IF I < .. D`•-.--». _ ( APPUCABL OtASS—. SUB IP ()�f 1 j2" 1" SLAB IF L..-�... 1 - }}._'"""'- POURED MN.w + I APFLICA9LL ,q, E.O. 1 APPLICABLE POURED - / ( •O.R- CONCRETE FLAT HEAD CONCRETE ANCHORS ro OASS(S.'E. I CONCRETE / REQUIRED (SEE SCHEDULE ON SHEET 14) ^, A POURED-/F._—�.__..:" . - REOUIREU /FLAT HEAL CONCRETE ANCHORS It faR.RALE 0)nD I .+1'OR CONCREIE i ,t -_��.,_,__ • (SEE SCHEDULE ON SHEET 14) WMIDcQ{09 REQUIRED ----E.D.• ( E P it TRENCH INSTALLATION t ,y ALID ONLY FOR UP 70 +70, -75 PSF&&O. LLATIQN DESIGN PRESSURE RATING & FOR SPANS PER I : HV FLOOR I110ALLATION t SCHEDULE #3, SHEET 11 (05) HV C 1 INg-_INSTALLQ E --Ar--7 70_ OL452 ` � J , EkMANS CONCRETE ANCHORS 3—•it---------(SEE SCKr,ncs— ~u;rm4oAN , ti IiT O __. i1 (SEE SCHEDULE ON 1/4,01 PUIIDEX TAPOON W/ CN SNEET iii G)- 01:9 I 01:9 SCHMULa' , 1 I SHEEP iB) N7/ANCRD THRDADW RM aN aN9Cf 111 ) EX75TINQ _�_.__.__..._.....-_ ._moi FASTTECHENERS TAPE:R 5/4•0 CIRS W& I MAX. (LR', 1/4- EXISTING•-�j uxl ESPA4ATwN ro ou79 GUSS� FlSTENB75 TAPPER+AXOICRS W/ MAX. E%1SfiN0,...� {'* ' GLASS 1 --- I 1 3 4'WN.CL40EDMMT O a" GLASS 111 "'If:u'wI•ESute cn wer I,) 1 un,EG+wTaN ro i / fact aC+6U`.0 CN lt%/r/1 ti} tl.C.O C.FOR BPMS uRSfEER THAN ( ((:� 6'-0"UP TO e' /t �; 1 j4" .0 SFit wt A�TYP�(5rarEt cN J��S5;;�� - _t/2• 1- IIi `! / ; .I� I�I�VAX. I i1 SHEET 11 Fq't U7.aTA1KLN5� t'7 3 B" MAX. ON t 5 °*/t 1+ v tA°si+E 4 HEHn[i E.a• 1 li CCM.SFAINIT t MN, t+ -0 SCREI'YS _ ( S/8•.!� 4D 12"O.C. I`-' i +i • • 1/A•0-20"3/4.59 AIS 014x3/4" HEY,HEAD.. {' __• _ .I ✓��14x3/4•So S, i i tf4" 1 USING 1/4"0-20 NUTS TEK SCREWS rT 0"O.C. NCHORS C 3 \ O i7'D.C. CONCRETE 7 to 9"6.C. .____ .Max. OR 7j4'a-20 5.5.M,5' SEE CONCRETE ON fid 1 �- 1/2 Q W/NUT O 9"O.C. E DTIt10 NON STRUCTURAL _____� EET 14) i {ECCRArn SAiJ'm M G"_^T' L:�� _I 17 CR t� 1/2".)..w`_1' Y 17 RT8 �'V� ; •1. E.D. I I' SLAB�F / GH.S,D.S. 1 MIN. RE CONCRETE .i f'�. I ly _ l 0 6"O.C. !" " ._. UIRE,D dp. 1 7/8"--"1--•1 7/8"-� APPUCABLE`"; -� CONCRE'(E ANCHORS SEE ROTE 13(6) -'SEE NOTE 13(U) I • r' I---_---EO. POURED CONCRETE--1 (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE— ON SHEET 1 / {+----w- -- E.D. OR CONCRETE BLOCK SHEET 114) OR CONCRETE BLOCK KEYSTONE c, d _�..,,-{_�•�» REQUIRED Ij REOUiRED TONE MOIlNTt,{�G tN 7A.�l..TiAP! GPTIONAL� POURED �-"—' �) �tV WALL FLOOR IWSTA TION IAAXIMUM A.S.D.DESIGN PRES9URE: G 72 PPI CONCRETE it �— :L) HV WALL WALK—OVER INSTALIATION MA%UAUM SHUTTER SPAN 8'-H REQUIRED HV RAIfVGUARD INSTALLAT.i�. t � 4� FEMOVABi.E WII�eNBe ERFORIBAEO _ NfJTE FOR COQAp1NATtON OE•,$E�TK]Na: 4 c, C o EDGE DISTANCE AOJACEt7f,TO At PERABLE EXIT a SEE LRA AT€ONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEF SPECIFICATIONS ON SH��"T 13) OR ENTRANCe' I BLACE iti�ON SHEET 19 I�f STALLATION DETAILS W,/ T) HV BLADE ASSEMBLY '* N ANY WAY TO SUIT ANY CINSTHE COME] EO 'lll+T A. �'/''-;. FLORIDA BUILDING CODE Non High Velocity Hurricane .Zone' �t ••••"" I �"' 02017 EASTERN METAL SUPPLY, INC. 62017 TILIECO,INC. BERTHA V �'® iea ■ Accordion Shutter System «' �'�e. H.V. BLADE#t W/OR W/0 H.V.1MN[%riN 9LA& American Shutter Systems iEV.N DESCRIPTION DATE DRAWN BY: L.C. T"• ^ •' y44 TILIIT TESTING & ENGINEERING COMPANY Association, Ina. 1 OLD 15-08B 7 21/1 ,DATE: 0772-7/17 6355 4laY.]6th.St"Ste-3H5,.MRONA HARDENS,FLORDA 3319 ,•G ig 4288 Westraads Drive 2 phone:(305)871-1530.Far;(300)871-1531 DRAWING No P- olh Vit Pcod....con, WeRt Palm Beach, FL 334073 17-107 EBSHEET -0006719 ; ��"'/I!lJrArrrr I WALTER A,TILL Jr.,P.E. FLO CA Lia{I 44167 5 P.E. SEAL/SIGNATURE%DATE 6. 7 OF 20 i i I .y li I it ,i StEEND WALL CONMECTION 0 AILS ON SHEETS 10 Bt 18 sEE 1101CS ON LOCKING RODS Q,Hv LOcxS O or o FOUT a 0 ; INSTALLATIONS W/ HV N10,1LTERNATENV LOCK�ON SHEET S. FIN E%ISTNG Gt1S5 BLxUE SLACK pEfN4 HVF IS VAMP FOR ALL BLADE W HV GENERM' TES o CENTERMATES APPLICATION Ytf(ti BLADE(D oR�m�J:�°"Ooa10 +�oR QR SEE ENb WALE G0 E[� GTION. (t.1 D•�5'R© "�a,1�«1©Dp it Ir•"EXISTING CLASS Q TEM S ON ,SHEETS 1�0 B,�� 2'x2'«1/8',0'-2 �.o i $�.`L.:/�R n+�cy 14*� r 3111/4' 7"------- -------- ----- a 1/2" 7" (8p83-T8 ALLOY)ALUtA. f OPPOSING ` [, ANGLE I/h'F TA CON ,^1/2" ON@_@ +@ ` ! C AT.ES }}i ANCNNbbRS O CONCRETE "'�-- C ES {TOPJBOTiOtdj j jJ10x3 4"S.ALS.9 12" I M4N.SEPARATION (4)610x1/2'S.M.S.TO TUBE; �G. FUEL LENCHT, I r 1�1 T0,GLASS (SEE SCHEDULE AT EACH ANGLE(TYR)i (� �� * * i ON SHEET 11) �I / ! �! MON, 35 I N N57 z° t 3 Q � O•QOO� _ , o �.''it 1 0•( °R 1a•�3 W+1©•'x.:1 a, �� HVA `0« `D H V B �,t:1�f1.T'1 oA(glpt 1 on ,--POURED'CONCRETE OR .r.—a 'L'q 11 la \a EXISTING CLAS CONCRETE BLOCK WALL 6 7 1 OR 6 7 B I 10« g oA 1 a, r.A I REDU,a�tED X15TING`V,:1.0—l03+M._1-@•Q AR i ii « -- ® o SYMMETRICAL IN ��"�+��'lJ O MIN.SEPARATION i j� j CENTERMATES i 1 S«®cnQ. $oA@$ (� TO GLASS 5 GLASS $ @RR 9+ 3 oA 19• 5 t.XlSTING « oa + CLASS - � (SEE SCHEDULE 1 — — cR yt OPTIONAL it ! HV LOCK 66T�—�„_„r_ NTERIOR' ®« 1�$oR L„!+ oa)og'QON SHEET I)) r LAIN,O GLASS SPARATION' +@ @ a C3"'\ T ` i N C OPTION f t 1L✓ _ iii -T--� '"f I ( LE ONES EETD11) (INTERIOR; / [i ..— - -..—- ------ i � - 1 L-CONCRETE ANCHORS I { `til 16" OC.qj- ' I, * r 1:J n3VARIES I ! to (=7�) Q U T 6 11V MAX. SLACK 4 OUTS ` (EXTERIOR) !a HVE 1 HVF** H V Q liloeM��r'>rst�,.sm��l FLORIDA BUILDING CODE(floe N;3h velocity �Llrricone .Zone ) ., /°I 4 ®2017 EASTERN METAL SUPPLY, INC. ,1 ,gC2017 TILTECO,INC. RTHAM Accordion Shutter System v. DLADE#1 w/OR w/o KV.w1kDdw sLwwL iSA } ;• (� : Amorlean Shu#tor SVsf6mS REV.No DESCRIPTION DATE DRAWN SYt L.C. TILLIT TESTING k ENGINEERING COMPANY `e �y`•."•T ;'��i14� 8394 N.W.38:h,St..Ste.304,NRMN GARDENS,FLORCA 331E AesoOlCft4n, Inc, t OLD 13-085 7/27f1 L�aTG O7/27/t7 ,.,�� Pno :(3C5)871-1530.Fox:(305)871-1531 4260 1Uestroade Drive z DRAWING No ` c�\111}1ti +' o-noaanloc'siiQs.aoro West P'olm Beoch, PL 33407 4 17-107. " �s fw", 11 l4' IERA.71LLR 3Y.P.E. 5 SHEET FLORIDAFORuc. <44157 P.E. SEAL�SiGNATUR{JCATE Io 8• OF 20 Ie it ,1 i; I� j �3 H ALTERNATE INSALLATIQN Yi,/HV 'IT" LOCK 0 V MALEZFEMALE "I" 0 8 t 1 L D f Ne collra� H DETAILS N �'E 'c ����/// {SIN (T����'p' AON � H',�gVy('8LADE ExtSTtNC C:ASS 11 .Y&r/ HD bEN.5��M�'�t' 1�t OUT I IN �''� Bu,DEOsLrcR DETAIL I1VF,lrmaAlcxS ON SWEET E, I, AS WELL AS JNN'ERSAL fLO/ARNO BLADE(,DETAIL NCO-HYO. tWCATEO ON T"IS SHEET,NAY, Be USED WITH THIS ALTERVAIE N 7CN(jETAL HYG SHOWNIN 7115$HEFT. LL ��ET LSM SHEETS!t= 2•r2.1/a.a-x d`®`®'� '� 3S _3S (sDa!i"ALLOY]ALUM.. I N:GIL 5T/ �//{ iMCOfI 'I � 4 AN"Hfi CON'RE1E ( I iy l (OPTIONAL) .S.L tbPTIGNAI) .I (TSPJ88TT0N) - ({}25sr1JZ'S M.S.TO TUEE � t X56.!/•'B.M.S.O 12" �I �_--- -_- 3 �T f OX FULL LF.NONT. IR I� 10 O1M'9 AT P.AON ANGLE.(T5'P) ! r.�/ IN (4)H.V. {4)H.V. KN.pEPARAi:CN NY T'" PNS trrP.) 7 J.' PtN4 tTra.j \I (cET aNe wE ° r 60CK (INSIDE) 1 PN SHUT 1) z 2 _ _.r ti_ OUT 31 OR 2 32 31 OR 31 DRQ' — 31 OR 2 J�N 3S LOCK' V 1/4" I--20 x 1 1/2" S.S.M.S. CJ 35* (OPTIONAL) SEE NOTE 0 FOR HV * ©• W/ 7 8"0 x 3/32" WINGNUT. (OPTIONAL)HIA-� OUT -T"LOCK.ON$MEET O. (D HV "T'• LOCK (OUTSIDE)–' ,I SYMMEjRI* LOCK CENTERIOR) ;ZX�LE7B1CA1 ND (INTERIOR) 1! ��� W/ fS�* LOCK (EXTERIOR) rYL 6�" LOCK (INTERIOR) t SERIES 0444 ALULMUM { IJ (2024-T3 ALLOT)LIKE FLANGE MN �+ �m�a©r 7�a5�ca�•®°� SHELr NOTSERT.PARI 0 0820, AS MA.NUFACTLIRED BYAVCEL CHERRY �I �,r-10•t�n'�r��.�e+ TEATORN,PARSIaPENY,NEW JERSEY OM4 OR ELKtAL. i( •�Qa®+�8av8•�a4 �(D SEE NOTES ON LOCRING ROD&®4 M LOCO ON ENEET 5 J �L� � r f �j r 1 # UN411SAL FLOATING 8W}E0 M7&'L NOO-H.'O I „ll5 �1 MD FOR A"CEXTERN"TER APPLICKY474 WTM BLADE Q ii �� HDD—HVDo'O 9)/Jl�ANii9y,Y FLOATING STACR F" FLORIDA BUILDING CODE(Ubn Nigh V61oaity Hurricane Zone 0^2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, (NC. T`` \" dung•. '��'n t .� � Accoirdioti Shutter System (Ons c. (d I�1' KY. MADE#1 W/OR W/0 H.V.WWNDOPA''MADE a X AFnarican Shutter S stoma I% /4I3 ,` , TICCIT TESTING & ENGINEERING COMPANY. y REV.N DESCRIPTION DATE GRAY By. L.C. �'t L AssoCldtion, Inc. T OLD 15-085 7f27j1 r DATE: 07/27/17 ,•, �, .. ,•.'` {/ A9 B}g3 N.Pt,}0th.SL,Ste.lOS.YRGRDA GARDENS,FLORIDA 3378 (1 4' PnOnp:(305)071-1530,Fa.:(305)871-1531 t Pal W Beach, t Drive 2 DRAWING No /' A"tp""' ro� I{;Sl a-m 7:etitcaa+3aat,aam West Palm Beach, FL 33407 3 y "„ +9rAL• ��j1lTii, EB-0006714 1 /�T—q0I 1 •' `'•• 1rNYe {� WALTER A.TILLIT Jr.P.E. { P.E. SEALfSIGNATUR6/GATE F'°R Ua' 44187 B S>iE 8 OF 20 - ;I i` i) (s UPOURED CONCRETE • OURED CONCRETE fi BLOF CONC WALL REQUIRED POURED CONCRETE OR III CONCRETE CONCRETE OR CO CDN-.RETE BLOCK WALL Bi WALL REQUIRED ---/__ BLOCK WALL REQUIRED -EXISTING GLASS .-EXISTING GLASS CONCRETE ANCHOR- EXISTING CLASS 4� _2"Mi EXISTING GLASS a is"D.C. 2'M10 -T--� 1,9N.SEPARATION TO MASS(SEE Ii SEPARATION IAN.SEPARATION SEPARATION SCHEDULE IN SFFfT 1Q,GLASS(SEE 11 FOR Ri OAND TO GLASS(Sa, ED ED PAN. S W-E ON s-W MAX. aN SHEET 19-OR 'TO CHI SCIiEDLILE ON SHEET E. BLADES(D ON SHEEr 19 FOR ULE ON SHEET 11 $0RIBILADE(SAND (15OW-TO) CONT. 11 FOR ELAM(D AND 1 1 FOR BILADE(DA ND ON SK ET 19 FOR Ai CLOSER 2 StW 19 FOR (LOCATE AT 1/2", BLAWs BLADES(D (g5 SIDE BL�DES(D&0 PLATE. LOCATE Ei AT EITHER SIDE MIN /2'11 4-USE I'ON 2'MAX. (AS APPUCABLE).2;*x1/$'xC'-2" 0 OF OF 0 I #10.1/2* 01C. 9 15"O.C. ALUMINUM CUP ANGLE a 16' 04 (6083-T8 ALLOY) st 1.1111i (1) #10.1/2 TO (3) 4 (2)1/4�O TAPCONS ANCHORS TO Ii WALL AT I"D.C. (LOCATE AT SEE OEX FOIL SIDE CONNECTION OR EITHER SIDE OF(3) OR TO TRACKS 4 OR SEE DETAIL X FOR (:DqR SIDE: CONNECTION SEE DETAIL X FO TO TRACKS SIDE Coi I 10•i - T.uo.@, . i M 0 To TRACKS .r R.r. 0•@ L 6 END CONNECTIOhl DETAIL IJI END CONN DETAIL 2Q TION 12EIAIL(4-) I A REQUIRED LY FbB SPANS GREATER Eli il POURED CONCRETE OR --VA-1 RED CONCRETE L' Co'_RETE EL_I` R -EXISTING CLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED GLASS TAX SEPARAMON floxl/2"sj:qx�,- 0 16'O:Cjj —-—-—-- TO GLASS(SEE I >Y / R(�)OR@OR TO CLASS ------- Ott OR(qCi SHEET 19&AND CONCRETE 1/2"IAN, SCHEDULE ON 5 ----- H ANCH�GRI I FOR BLADE 40 I O.C.C I ON SHEET I GLADES C) 12",O.C. CONCRETi ANCHOR EC111 5 BLADES(D&9 0 OR 0 C. 2'MIN.O.C. ------P7 , -4 2-VIN. T- 2-MIN, 1 4 SEC U @)OR(DOR(D OR IAiIATIONS OF USE FOR CR(q0R@OR SLADi SHEET 19 94-0 i. (DOR PLAN QETAIL (DOR POURED CONCRETE CONCRETE BLOCK}VALE END INSTAL ATION RE BLAbE pt INTO CURED I HV OR 48 HV WINDOW CONCRETE OR 'CONCRETE BLOCK WALL. END CONNECTiON DETAIL llfJtS0 NECTION DETAIL @0_0 FLORIDA BUi141NG CODE(Mon.High.Veloeity.Hurricane Zone', ........ ..LIA 02017 TIi INC. 0201.7 EASTERN METAL SUPPLY, INC. BERTHA HVTt, A Acco�dion Shuttek System HN. RXX#1 W/OR W/O 14M.WNDDW MAX TICCIT TESTING ENGINEERING COMPANY Amoricam Shutter.Systems REV.N. DESCRIPTION DATE OWN BY:,L.C. Aciso'.61ci i I OLD 15-085 J12T11 CAM. 6-7/2-7/1-7 8355 NXI,3059.SL,St,305,VROtrA OWENS,FLOROA 33181 L Ph- (305)671-1530.Fox:(308)871-15'1 4268 Westroads Drive 2 m.a:t3t_GQV=m West PCITYR Beach, Ft. 33407 —3 DRAWING,14o 11Z 10 EB-OX6719 4 17-107 VALTER k MIT Jr,P.E. FWRJOA LIi 0 44167 5 SHEET SEAL/SiGNATURrYDATE s 10 61F 20 t " I{ I {E .1 I` SCHEDULE 91 �jjJDItLF SCHEDULE 93 MAXIMUM SHUTTER SPAN "L+" OR °I_-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*°L+" (ft.�`.'F�,-O_R_iNSTALLATiONS�1�W1,/ OR %-" (ft.) FOR QR °L (ft.) RJSTALLATIONS INSTALLATION LFG7TND . 2ka Q & ✓ or 3 or INSTALLATIONS Wj Yt Sl`MA(q'RICAL CENT'E CONCRETE & tY00D ((7) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN Wj ONE H.V. LOCK or 0r or & W/ ONE HV LOCKS MANSORY f OSITIVE A.S.D. DESIGN PRESSURE RATING, ND LOCK W/ NO LOCKING RQgS or ONE HV LOCK q or or OR 4Y NO LOCKENG L-: MAX,ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATI� 28 29 Wj ONE W/ NO LOCKING R04S ® j WALL 6, C, E, M. N, 0, P. O, A.S.D. DESIGN PRESSURE RATING, I-o"T" LOCK 3O /TWO LO¢JK NG (SEF. NOTES t,tt) i DS MOUNTING F. K & L R, S, & V. {VALID FOR MOUNTING It (2) PROCEDURE TO OCTERMtWE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE t SHEET 7) FLOOR/CEILING G, H, I It, J WALL MOUNTINGS (TOP/60110M) OR FLOOR CEILING: ' G �h CONCRETE&7'!000 I MOUNTING T, U, Y7 & X j ) j GQN &1trd0 iN5TASF,TtOf;S CONCRETE & M HAIaD t,D.'DVN• "NAfiMVM GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING, A9.O.Dw"^ICN AS•M•'DL9C" AAD.6ESIDN INSTALLATIONS PRESN WALL MOUNTING FLOOR((CEJUz IG PRESSURE WALL MUNI= LPRLSSURC DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. R''TWa MdL1IMNe a4TM ' a I;RAT4V9 FLOORJtO OF MOJ7fiNG GIVEN A NEGATIVE A.S,D.OESIGN,PRESSURE RATING, (4(Dop•)) (P.J.) rLOOR/CEILINO MOUNTIN (Pa�IJ (4 OR-) ('(4 OR-) FLOOR ALL l.7CUNTiNw q DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (tt L-(t) L 1 (4 L-{R L f {R} L-{N) ;I i t {R} L-iN} U MAXIMUM SHUTTER SPAN 'L+"OR "L,-`FOR 30 OR LES 18'-4" 16'-0" IB'-0" 16'-0" 30 16'-0" 18'-0" T, 30 ?6'-0" I6'-D' INSTALLATIONS INTO Y1000 SHALL.BE.LIMrTED 10 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 4'-id" 14'-10" 15`-2" t6-O" 35 a'-f0" 14'-70" i J9 i -2' 16'-iD" 105 P9T.A.S.O. DESIGN PRESSURE RATING. dltfl�iLtM DETERMINED SPAN BETWEEN "L+"AND 40 1J'-ttl" t3'-14" 14'-2" 15-2" 40 J'-10" f3'-IO" 1 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-i" 13'-4" 14-3" 45 13'-1" 13'-1" 45 131-CM IIr t HV CORNER CENTCRMATC QJ MAY BE USED AT ALL COMBINATIONS IN BERVEEN WALL MOUNTINGS 12'-5" 12'-5" - '1'- '• 50 12'-5" t2'-5" -ii 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-iQ _t-10` 12'-I" 12'-i t' 55 1i'-14" 11'-10' ±' 55 t1'-1" 11'-I1" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURC _i-_i tt-4 11'-7" 12-4" 60 _tt'-+" 11'-4" 1, 60 _io2' 10'-11" NOTC �5,SHEET 5. RAnNG: 65 10'-1D" 10'-10" 11'-1" 71'--11" 65 10'-10" 70'-t0" i; 65 9'-5" 10'-1" DETERMINE: 74 i0'-8' t0'-$" 14'-9" ti'-5" 70 10'-$" 10'-$" i1 TO 8'-9" 9-+" Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, U+w MAX, SPAN FOR FLOOR/CEILING MOUNTING 75 m 10',_•7" 101,1° 10'-4" 11'-1" 75 tO'-1" 70'-1"T 1! 75 - 8'-9" tf EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80� 9'-10�~ 9'-70" tO'-O" t0'-0" $0 +__9'-to" 9' 10' SPAN").+"OR"L-"AND MAXIMUM ASD. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 8S 9'-8" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATINO: _ 9O 9"-3" 9'-3" 9'_5" 10,7- 90 9'-3" 9'-3" ! OR CONCRETE BLOCK SHALL BE LIMITED AS FN.t.01VS: DETERMINE: 85 0'-0` 8'-9" -772" 9'-10" 95 f3'-0" _ 8'-9" q 1: CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. �r LIMITED TO +84,-72 P.a.f. AND 8'-G" SPAN, SEE l2-- MAX, SPAN FOR FLOOR/CEILING MOUNTING _100 B'-0" 8'-4" W-0" 9'-T too 8'-9" $'-4" MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 $'-7" T-t t" $'-9" 9'•4" 105 _W-7" V-11" 110 B'-4' T-7" E'-7` 9'-2" 110 _ $'-4' T-7" FINAL!dAXIMUAt ALLOWABLE SPAM•IS EQUgL TO THE 115 $'-2" T-3" 8'-4" 8'-;1" 115 $'-2` T-3" 'I lO t'1 ' ti MINIMUM BETWEEN "Li+" "L2+x %i-,AND "L7-x ARA120 8.-0. W-11" $'-2" 8'-9" 120_ $'-0" V-i i" �i �V V L.. (4) GO TO ANCHOR SCHEDULE WITH FIWAL MAXIMUM 125 7'-10` 61-8" $'-0" 81-5" 128 7'-TO" 6•-B, '� v ALLOWABLE$PAN AND NEGATIVE A.S.D. DESIGN 130 T-$" 6'-5" T-10" 8'-V" 130 T-8' 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 'E MINIMUM SPACING. 135 r-7" 6'-2" 7'-9' r-9" 135 v`r-7" V-2' ) SEPARATION Tao T-5" 5'-t1" 7'-7" T-6" 140 7'-5" 5'-11" ASTM E-1996 145 7'-3" 51-9" 71-5" V-3" 145 71-3' 5'-9" � TO GLASS 150 7'-2" V-7" 1 7'-4" 7'-0' 150 7'-2" 5'-7" iE 155 7'-0" 5'-5' 7'-2" V-9" 155 7'-0" 5'-.5" I, 1 THIN 3 '1 160 6'-11" :;-2" 7'-I" e'-i" 160 a'-II" W-2" 165 W-10" 5'-1' 7'-0" 6'-4r 165 6'-10" S'-i' 170 W-9' 4'-11" 6'-11" _60-Y' 170 6'-9" 4-11" iy 175 8'-7" 4'-9" 6'-9" 6'-F 175 6'-7' 4'-9" i 180 8'-s" 4'-$" W-8" 5'-,Q" 180 W-$• 4'-9" 185 6'-5" 4'-6" W-7" 5'-�t" 185 e'-5" 4'-G" `I 190 s'-4° 4'-5" W-6' S'-8" 190 6'-4" 4'-S" ti 195 5'-J' 4'-3" W-5" 5-5" 195 _ W-3" 4'-3" W-4' S'-t" 200 6'-2" 4'-2" , 20.5 6'-1• 4'-1" W-3' 5'-+' 205 1 6'-1• o�'1 '°r.„, FLORIDA BUILDING CODE Non High Vetocity Hurricane :Zona 02017 EASTERN METAL SUPPLY, INC. +.�t��• ,., •., "' 92017 TILTECC,INC, V TM AtetA m w Accordion Shutter System Tp w H.V. BLADE#1 W/OR W/O H.V..WINDOW BLADE p'•, T IJ 12" + TICCIT TESTING & EMGNIVECRING COMPANY A�TIOPICCh SfiUNpT Systems Ev.N DESORIPiION ATE DRAWN St MLMY, L.G. ;L7 Q ADBOC{C'tion, (CSO. t -OLD 15-4$5 2Zan DATE: 0?j27/17 3 ,• ;1ld�.r 4� e355 Nxw Jem.St„Ste,Jos,VIR;M WRENS,ROINDA JJ1a ¢268 4VestdDrive 4-td 14 Phone:(J05)B7I-15J0.Fax:(305)871-1531 roas 2 DRAWING No A �y �1t a-m�:9R4caaad.aam West Pa1rn Beach, FL 33407 3 •" JJj�qq.�A.tj,,�, it t ES-0006719 17-107 `�NAL ,)i;'t WALTER A.RIOA�LL�44167E 5 SHEET P.E.-SEAT,/SKGMKTUREJDATE 6 11 OF 20 s' ��I�;R�M®m�rilnmm��mm ov�Mial�{®����ro d �mr�• �vio n �m®im = onraonnnnoom _ �i ��raeoc�rc7rEsnrr�oiolarYa 93 o[Bum�7�[ RAMSESrQX�I�lQ][70dpO 0 �bICIINCERAMM O®�Q07�t11t!#OrQiAtl� [�i/t'-E7 QQMifMI�M�M7MT�M7MMIaM7M7[MM71 = Ell a ELMi33 MKRUINKIII M in , mm" So EHMM=" M901 KINKRaQ QMH pINKS"KNEEM EMBO . 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MOUNTING Q CEILING MOUNTING @ FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT3%SUILDEX.(MITI.t'c r 3 100 $P,W ,(�JCHORS SPACING LE[:END - 1/4'0 X 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (011. Pc r 3 kol) (N) k5b. !7 e55U 1 TY tM VnE PATO: _ _ R. SV 'A - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED HY RORIDA FASTENERS DIRECT,INC.(Mln..f'c r 2 kat} TAPCON OR 30140 00 75 00 120 100 200 30:.40 :@0 75 SO 120 1E0 245 30 40 80;75.90 120 106 205 WITH COMP TAPPER+Y OTHER RS AS MANUFACTURED 6Y POWERS FASTENERS,{NC..AND Di WITH TEO HY ALL POINTS SCREW,BOLT ASSOCIATION, 2 f0 D t4 10 e 6 u 7 to- B - THREADTAPCOFORM TECH OLOGY (MISS Y OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC• t+ 2 10 9 8 8 0 9' 14' 12 t4 B 6 '0 0. 6 14 t2 10: 9' 8 8 6 0 (Min.Pae 3 kaI) OR LESS 14 r2 10 0 B .0 q 0 ti t2 10_ B 8 B 6' B t♦ 12 f0 9 8 8 .6 9 ALL POINTS SOLID^SET U 12 f0 8 a 6 7 14 12 t0 B 8 B '6 a 14 12 t0 9. 8 8 0 0 BLUE TAP W/CAP NOTES: 14 12 t0 9 8 7 5.8 3,9 14 12 10 9 8 0 6 8 14 t2 10 9 B -B a 9. TAPPER+ A.I}ANCHORS EMBEDMENTS13/4.INTO POURED CONCRETE A TAPCON HO OR TAPCON V8M ADVANCED MREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4,AND FOR BLUE TPP W/CAP ANCHORS IS 1 1/2". 4'-0" 14 12 t0 9 B a 0 0' 14 12 10 0 B 8 6 0�li 12 10 e.- B 8 0 B.5. T4 12 t0 9 8 8 6 4 14 12 10 9 6 b 8 iS. IS 12 10 9 8 0. 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 N 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 t0 9 B 0 6 4.8 U l2 f0 0 8 B 8 5.5:'ts 12 10 D" B e q 49 INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S•S,MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 f2 !0 9 7.5 5.5 S8 - 14 12 10_ @ 8 8 a 5 14 12 10 9 a 7 5 S 4 4 SEE UtAXAM'S OF tl99 FCR pJST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 10 9 B b 6 9 t4. 12 10 9 B a 0 5.5. 14 12 10 9 .0 0 8 49 1 OtA6E1 On SMET:T IB 5-0" 14 12 10 9 B 7 4 - 14 12 1 0 B 6,5 5 3.5 t4 12 10 8 8.55 38 3 I A3)IN CASE THAT PRECAST,STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER 8E FdUND ON THE EXISTING WALL 4R FLOOR, R. 12 SO 8 8 7:6 4.5 14 f2.10 8 '@ 8 .a 4.5 n4 '12 iQ 9 8. B 48:3J6 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHOPACE SHALL BE AS INDICATED ON 14 12 9,a 7.a.0.5 4.5 - - 14 12 10 i B tl 7.0 9:5 4 14 12 TO 0 8 e 4.5 JA$ NOTES A,1)k A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-O" 14-1-12 10 9 0 8 8 - t+ t2 10 19 '88 a S 14 12 10 6 8 8.5 5-3S S INSTALLATION INTO EFS SNTtI METAL STUDS SEE SHEET 20. 14 2 10 9 7.6 8.8 J - 14. 11 10 Ba. 7 sa 4 3 14 -11 8 8:6 S.S A I! 14 2 f0 9 a b - - f4 12 t0' 9 8 0.5 @ 3.75 14 12 t0 8.6 D S 4 - (B} TO EXISTING CONCRETE BLOCK:{ASTM C-90) IS 12 0 a.5 5.5 3 - - 14 12 10 1 B 8 0.5 4.9 3.5 14 12 10 D 7 J,5 J ^ 1/4b TAPCON OR TAF°CON WITH ADVANCED T'rinEADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 10 0 a 8 - - 14 12 10 B 8 7 6 4 14 12 10 0 7,b 5S 4 ] ^ 1/4"0 X 3/4'ALL POINTS SOLIO-SET ANCHORS,AS DISTRIBUTED BY All.POINTS SCREW,BOLT k SPECIALTY COMPANY. 7'-0° • - = t - i/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURES BY FLORIDA FASTENERS DIRECT,INC. t4 12 10 . 0.a 4 - - 14 iL 9 f7S B 4.6 3.5 - t4 14.5 7 5.a 4.3 JA - I - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED DY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k-SPECIALTY fa '12- 1q 9.5 7 4 - - 14 12 70 I B 7,8 &5 4. - 14 12 0 7 7.5 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 ii 7 as 4,5 - - 14 12 .10 1 8 79.5.5 J4 - 14 i t 9 7 b 4.9 3 - 8r-p. 14 12 10 9 b O,B - - fb 12 10 9 88 4 - 14 12 TO 0 8.@. 5 J;5 - ' NOTES; 14 12 9.0 7 5,,.9 J - - 14 12 B'0.5 @:@ a J - 12.8 4.D 0 5 4 3 - p„:I ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP Wj CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 74 2 TO 7. 6. - - t4.. 12 9.6 i 8 0.6 0 - - 14 12 It 0 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". IJ 6.6 0.5 9 3.9 - 76 12 T0=80.5 5 - 14 12 0.6 0 4 - �f g,-O• id i2 10 9 8 - - 14 12 TO''0 71 4.5 - - l4 12 Iia 7 53 4_ - 8.2)MINIMUtt EMBEDMENT OF,7/4'0 X 3/4"AL POINTS SOLID-SET ANCHORS SHALL Be ENTIRELY EMBEDDED 1M0 M£CONCRETE BLOCK.NO 14 11.5 7.5 8 A - - - 14 1.1 7 19.8 8 3.5 - - 11 8 8.5 4.5 3.5 - - � EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 5. 6S 4,5 - 14 12 8.61 7 5.5 4 - - i�10.9 7 &5 -6 44 - _ ;� E70ST,AND 1'MINIMUM FOR WALLS VM NO STUCCO. 11,8 8S &5 i - - 14 12 9-,7 6 4,5 - - 14 11 7 5.5 49 3.5 - 1 12 10 9 73 - - - 14 12 10 i s 8.9-!F- - - r4 12 e fl 5 4 - I 8.3}IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER HE FOUND ON ME EXISTING WALL OR FLOOR, to 50.5 7 5 3.S 94 S.S'5 4 - - 10 7.5 3 4 3 - ^ ?! ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1a n 7.5 &5 - - 14 11.5 9 !a 6.. 4 - - t2.5 9,5 6 5 a 4 - - �{) NOTES R.1)k B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WIMOU7 METAL STUDS CONSULT THIS ENGINEER, 70.5 0 5 - - - - t 12 8 6.5 6:5 4- - - 13 10 6.5 5 4 3 - - i FOR INSTALLATION(NTD EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14 12 9 �7 6. 4A - - 14 10,5 7 5.5 4.5 3.5 - 11 12.5 9.5 s - - - t2 9 8 4.5 4 3 - - a 7 4S 3.5 3 (P) ANCHORS SMALL Be INSTALLED FOLLOWING At.L OF THE RECOMMENOAT10NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, t4 10' 7 - - - - - 1a Ip,S 7 15.8 4.5 - - - 17,5 OS 5a 4.5 3.75 9s 7 4.9 - - - 14 11.a zs a 9 - - rz 9- 6 4a 4 SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D.)VERSUS SPACING RELATIONSHIP FOR.ANCHORS. t4 f 10 - - 14 12 a dB SA - - - t3 TO 5s 8 s - - - 'Y DISTANCE VERUS SPACING SCHEDULE FOR ANCHORS, 11.0 8.9 4.9" - - - 17 B 4 .5 - - - 6 O 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES-INDICATED BELGYt.FOR F-D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING ( f3.9 9.8 0 - - - 13 4.5 0.5 i 8 a - - - 105 8 9 4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.6 7 3,S 4.b - - II 5.0. A 4.6 3.a - - - ji REDUCED SPACING OBTAINED USING FACTOR SHALL NOT B LESS THAN;MINIMUM SPACING INDICATED FOR EACH-ANCHOR TYPE, 14 12. - - - - - - 14 11.8 7. .0 - - - 12 9 0 4.8 4 - FAGTOR in B - - - - - 10 7.8 8 4 3 - - - T. 5.5 4 3 - - ACTUAL TAPCON WITH ADVANCED TAPPER + Iii-5 e.B - - - - - - 12. 9 a -r 4 - - - 0.5 a 4 - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 73 9.5 8.9 5 - - 14.5 7.6 5 4 - - - BLADEOR DiGTANGE THREADFORM TECHNOLOGY 7N.SPACi 4 12 - - - - - - --14 10.5 7 f.9 - - - 11 8.5 6:8 4.9 _ _ _ E,D, PO IREDN.SCONCR£rE rtPACING " MIN.SPACING.3• IAIgWiiED-CONCRETN SPACING-3 E POUR£OPACING 3'CQNCKETE k 3 3/4" 4' To 7:9 _ _ _ _ 9 7 4.5 5.5 - - - 7 5 3A' 3 - TWO Ct�EIT CU4�TE BLOCK FYY5tE11 CONCRETE E.6id0t ita 6 - - - - - ii a 5.S 4a - - 9 6.5 49 - - - - i) CO Rm•BLOCK Nry,ED, 1/2' IAN M0 2 f/2" CON RE 3BLOCK CONCRETETS,BLOCK K1y ED.•3 I/Y.MN E0.•21/2' is - - - - - n5 To 669 - - - - IBOS s-5- - - - - - {! 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I OLO 15-065 E8Y2 DATE: 07/27/17 th 5 0355 N.W.30St.,Ste.305.,WRO'C:IA GARDENS,FLORIDA 3318 ¢268 WC3trOOd9 privy 2 1 95 Phone;(305)871-1530.Fay:(305)871-1531 -DRAWING No " nt 1, I5 e-mos;t tacotOnaLcem west Patin seach, FL 33407 3 17 7^ O' ••w{A5//'�';4:•••••'�C\'' 15 EB-0006719 1YALTER A ILUT Jr.P.E. 4SHEET naRCA uo.p 44767 c P.E. SEAL%SIMAYUREVC) 15 4E 20 Ii ' :i • i 4! (s INSTALLATION DEVILS ON EXISTING WOOD BUILDINGS FOR HV & HVL BLAbES AS APPLICABLE W. SHUTTER A + O 4 -- j S -LADE ONLY SHALL O WOOD WITH HV 8 WALL FINISH E 1105.0 -DESIGN PRESSURE EE 9 O SPAN 1/4"0 TAPCON OR S IPRES URE RATING FgR INSTALLATION $ •,.rte �TAPCON WITH ADVANCED TtHREAOFORM TECHNOLOGY - ,i ,r t 1/4"0 TAPCQN OR w 2" n. PENETRATION ";?�`'' ,,..TAPCON WITH ADVANCED 1 1 THREAOFORM TECHNOLOGY -Ti --' O�THREADED MI<RE70 ..• -� �• _., W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING i. hcN.SEPARATt6N i It T } 0R EXISTING WOOF,HEADER. 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SUIT ANY INSTALLATION. t FIV WALL SILL. INSTALLATION LEXISTING MIN. 2"x4"STUDS© 16'O.C.MAX REQ'D. ATTACHED TO STUDS IN 1LYWOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WpN f�� WITH SECTION 2308 OF,THE F.S.C. SECTION 2308 OF THE OJ HV WALL SILL,•INSTALLATION �SEE RdIATi0N5 OF ®•H-V,WALL SILL INSIAWATION F.B.C. HLADE Ih ON SHEET 191 FLORIDA BUILDING GODS Mon.High VIijocity Hurricane Zone fNisr.•%r 1, >• 0 2017 EASTERN METAL SUPPLY, INC. y , 02017 TILTECO. II7C. Accordion Shutter System '70'L 8: i n c. ■ v PLV. MA E#1 W%OR w/0 l-(.v.WINDOW et we Ameridon Shut}er S"ystems EV. oespRlPTIrnR pple DRAWN e L.C. TILLIT TESTING Lt ENGINEERING COMPANY N Assoclat1oh, Inc. I QLD 15-095 7J27J1DATE: q7'27f i7. • 6355 UAV.34Mu SL,Ste.305,nRG9dA CAR"-FLORZA 33x8 -> .•y+` Pta :(305)671-1530•Fa.:(305)971-1531 4268 Westroads Drive 2 DRAWING No t+ #- Wn UIIea4fFaa1— West Palm Beach, FL '33407 3 ��'t'�`•T,......,••• 1''Tx 15 E9-8006719 17-107, ^w y'JfT 116��sl, j1 WALTER A.TILLIT Jr.'P.E. 4 ° �1 FLORIDA Lc. ?44167 5 SHEET P.E. SFA`, TkJfEEY PATI 6 16 OF 20 I i I r} iI .I �j INSTALLATION . DETAILS ON EXISTING WOOD BUILDINGS FOR 1. W & HV* BLADESAS APPLICABLE' IAM. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV SLIDE n ONLY r•WALL FIN4SHSHALL BE LIMITED T01i 105,0 120, A;S.D. DESIGNSU E RATNG. 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TD TRA4'S a S.(i fi TO TRACKS tFyA:a 'j. a. 1l��`e ;�- ._/ 'g ;� a .�aa". ,° 1.�ji •cx.,a•ot ;.�a .: - �;•�9a�•�,: ';fl• END CQNQ ECT10N DETAIL t'j E 0 END CONNECTION D&AIL'91 END CONNECTION ETAIL •U END DETAIL 18 � �..- fy E7 smv 10 R&CLAREC ONLY FCR SPICE OREVER NON!T-C' —PASS 2'M AGN' . T-T/!'a TIAGtlf AYCRGRS IrAb TAMP AK"t R3 f1CsiJY SM.S _`(�. -- Y,%i 7r2•`A=+• Tt/t,/Y N,Y.1"6 Dl. �- CNI511ND CLASS A25-"-., FENERU110!;O 12"0.4 P[NETRATIQY o 1".• D.C. 1 MSL 9PiRTTZ. 'i ro a.Arc(ar /^. O SEE LIMITATIONS OF USE FOR ncL sDvreaa+ - _.. t 'l TJ2'uN. s ,Ew rsCtE>�, .� l')..� BLADE 11 ON SHEET 19 ON ra is Ca 1/21 4N •{$ Pn=fl4C. a�a(iw�cNrLS (�Qtt 1 g`i ;1' /2 Mktg �2'MIN. '1 t r' J" + 0.OR y9= 4 �•q�'a• • SLAA PEO'U, PM SN- .. �aL4; Rgca 4ccQ3ti[� VIF-W .&.(a,b.(p)4p'9j: F'N.. 2•UM1.'-,EDWALL Lg PLAN '^ g of". 6-'it 9aU-(�•�a 9.0.0.6.5-.'d. d$'•W,iy.Es.Q•�. �.•LDa@ t#-cc•La' @.o"�''£" g DET IAL X END CONNECTION DETAIL ICT SND CONkE00 DETAiO J i2IlA0I"""%..it •FLORIDA BUILDING CODE Mon.High Velocity Hurricane Lone 22017 T(L)ECO,4C.- ©2017 EASTERN METAL SUPPLY, INC. 3—ERTMA H YY,TM © wm Accotdion Shutter System k ' r AL 9C 0 tae. H.V. SAM#1 W/CR W/0 H.V. WINDOW MADE Atneric6n Shutter Systema EV.No DESCRIPTmN DATE D Wtl Br: LC TILLIT TESTING & ENGINEERING COMPANY '6395-N.W.36th.St.,S..305,HRWNA CAMENS,FLORMA 33ie Atsoblgtloh, 1nC. 1 OLD 15-08$ 7j27 1 DATE': O7/27j/7 Ph—:(305)871-1530.FRN:(305)971-1551 4268 Westroods$Calve 2 a-mafl:tnteca9oa.aem West Palm Beach, FL 33407 3 DRAWING No �I� pl i~ ,1" Es-DODs7,s 17-107 WALTER A.TILLIT Jr.P.E. �f FLORIDA UP.R 44197 5 SHEET P.E. SEAL/SIGNATURE/DATE 9 18 OF 20 f ,I I; I �� 1 ar pvS`J5Sga1��?)oa� o GENERAL LIMRAT70NS.SND ONDm01i1 GF L-SE POR 6ER7HA Z � � ' II , .,, ,, A G jI �t y' UNISON WITH HV VNIAMIlaw—w `1' �1' 1.MAX•A.S.D.DESIGN PRESSURE RATINGI+110,-110 P.bG K. 2.MAK.SHUTTER SPAN:88' j, 3.ALLOWED MOUNTINGS;A.D,0&.H ON SHEETS 6,71 AS WELL AS g ' f MOUNTINGS M.0.T,U&W ON SHEETS 16& 17. 1 y ONLY CENTER MATES{2{1 2�2 (80TH 14f AOR 2(�` ARE ALLOWED g 21 C4 471-'1 (27/ARRAt¢GED IN A SYLiLiE1RtCA1.OR OPPOSING LAYOUT,iN CASE OF OPPOSING (D5 C4 iv SIR (E1T5)E.MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 a,6 I CENTE'M ♦ I ,♦ • • TAP.EA.END J I ++ � a r+ ,,• ,� 5.(A)HV WINDOW BLADEIQ SHALL ONLY ALLOW.A MAXIMUM OF 5 OPENINGS (3-0 HOLES)FOR as PER BLADE AT SPAtiNGS SHOWN ON SHEET 4, 4� I i � (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE Q MAX,5 WINDOWS ,♦ i ♦ • .♦ t+T a OF ANY 310 HOLE FOR V SHALL BE 12'. ALLOt4E0 AT HV Ei F • ♦ u. +a r I + ' (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW RLAbE WI'! J ♦ • i • • J � ,+•� +� WINIBLApE I J (G)HV WINDOW BLAOC 1©MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROlWHOUT SHUTTER'S�IWNIDTH, a +o J • ,• • .R m. p¢ i o a� o' (E')CFURMA1ES SHALL ALWAYS DC'INSTALLED ADJACENT TO A SOLID MV L • • • �d',BTy + ra ,+ r r. BLADE T AT EITHER SIDE OF THEM. SEE END 1' ) y. ' (F)POLYCARBONATE HV•WINDOW®SHALL BE INSTALLED SO YLjAT TABS FACE SEE EN CONNECTION /'••.., J t t t .J g +• +' a <� ♦ THE INTERIOR OF THE OPfNINO BEINO PROTECTED.HV,M'NDCW ICWO MUST BE DETAILS ON.SHEETS J ONLY INSTALLED AND LOCKED USING.A HV SETNNO TOOL PROVID BY ASSA, �d � e e r NC. P4,,HF GHT. ��h9 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN70 WOOD FRAME P 1 �¢ a BUI6N2 GS ON SKEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES wp dCg�� ; 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED "g CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMITED'BY i SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). 'I 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-10061 6 �,j(SEE PW4 FOR REQUIREMENTS) D i1 @5' TYP TOg&BDTTOM W LID2 pR( pq .a VAND 20NE MINIMUM SEPARATION TO GLASS --UNLIMITED WIDTH—•-- •— i THRU 3 1" E EVA AT16Mn.SEPAwalav To DusS EK'STINO GLASS r(SEE SO .MULC ON SHW 11 FOR BLADE a) 4 A".9 ON THIS SHECY FOUR SLAO-5 CD&43 O. Ti ':ILIIA.,)TRICAL CENTERMATCS 21 �} 'aw' J!f��2fi OR LAND "/a t(SEE NOTE S A?Ot'F) PLAKj 21 TYPICAL i IAV BLADE WORKING IN UNISON WITH HV WINDOW GLADE (1A SHUTTER* . 77/,N. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i��P•sQ-"'.:�,t�r�(��` .,I/,�,. 02017 mreao,INC. 02017 EASTERN METAL SUPPLY, INC, BE TTA = 9L ���� 1® Accordion ShutterSystem H.V. B-ADE#1 W/OR W/0 N.V..WINDOW MADE American Shutter Systems EV.N DESCRIPTION DAT DRAWN BY; L.C. TILLIT TESTING do ENGINEERING, COMPANY '•; 4�j : Association, Ino. s OLD 1s-Das 7 ztfl DATE: D7f27 17 )•s� a;"� '{�Int 9755 N.W.38th.St.Sta.J9S,NRG7:%A pA&pEti3.FN.CRaA 33td6 Phone:(J05�71-1839.Faw:(305)671-1531 4?.68 Westroads Drive 2 DRAWING No `SSf a-mai mL�ececiSo:.can West Palm Beach, FL 33407 3 17-107 „� �".. �• � .+''il WALTER A.TILLS Jr.P.E. , SHEET P.E. SEALfSIGNATURE/DATE fLORIDA uc,g aat57 e, 9 OF 20 f If "THICK t" INSTALLATIO' S W t 1 I-IV BLADE FIV CENTERMATES —12.000"Max.!- 'IAin.A54A A-653 GRADE 40 ldtn. VARIES_._. c 2"Max. . '! INTO METAL STUD WALLS -:Daa` yrs Min.G-60 GALV.STEEL D METAL STUDS AT ie'O.C. O ' • 43b I, -- 6 9 oxrC40{ I 1%2" ale" 1/d"RUMINAL [mor 1 OF USE ALUMINUM "SIL EVE " 4 I 6063-T6 ALLOY �t J/a"x 6 1/4'x 0035'THICK MIn. 4 C 48a� 7 r2 n ;9$ _SYSIEtiA INST ,I,—AjION TO METAS STUD WAILS 00 T,DALV.STEEL TRACK CHANNEL, ®6"a,C, aD 6"O.C. j - - ASTM A-053 CRADE 40 MIn.74 ASTM T----I I SEPARATION T GLASS SCHEDULE ?7_3.000" OAt.VANRED FASTENED TO STUDS / 39 1. MAX. A.S,O. DESIGN PRESSURE RATING: +75, - 75 (psf) w1(x)d8xt jY'TEK SCREWS ON tttEXiSiING FIN.H O 7t, 9N A210 &EXTERIOR FACE As APPLICAFJtE S f 2. MAX, SHUTTER SPAN; 84" WIND ZONE MINIMUM } ; SEPARATION aac LENGTH + 1" MIN.SEPARATI^N , i ASTM E-1988 EXISTING CLASS_. . Cog 1 3. ALLOWED MOUNTINGt MS ON THIS SHEET. TO GLASS n' » (SEE SCHEDUt'e) 43 4. ONLY ENTERMATE 21 W1 24 HV LOCK ARE ALLOWED 1 THRU 3 V. 43 MUST 0-2 AT BOLT WITH 21 ARRANGED A SYMMETRICAL LAYOUT. MUST' PENETRATE x USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 JIh1 C 1/4'.0.035"THICK MIn, EXISTING FINISH f 11 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -1,373 i GO t.GAM 9TCEL TRACK CHANNEL As APPLIC•sLE !i CENTERMATE, a aso" Iw rDyo^+ 1 ASTM A-693 MADE 40 Mtn.0-00 OALVANREO FASTENED TO STUDS w4 x)09x1/r TEK SCREfl18 ON 450 43�a tXiEfl{CR FACE 6 8"O.C. ..' A 9'O,C, t' 1/4"0-20 THREADS t; ,•;.; 1X' BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 114"0 EICO GQNSTEtUCTION $, _ t/2" 12 3� I CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-IDK HQ t 1 43b .•D"x 1 1 2'.0,035"THICK W A':V'AFitBs;•;,j 0 6 O.C. j kiln.AIt.4 A-O53 GRADE 40 ^ .•.,2.,.♦pok,.,. I COMPONENTS kiln,0-80 DALV,STEEL M5 LL HEACIE SI INSTALLATION METAL STU05 AT til"O.C. tn. -EXISTING ru-sif AS APPLICABLE SCALE: 3j6"~= i" ii y (TYP.TOP&BOTTOM) �,,,,,.��,,-,--•� __ _. .... .,t _-...-.---- -- - .------------- "4- --y" ---1 -- T 1j4"x 9 1/4"F(7A35'THICK MITI, EXISTING GLASS _° _ _ 1 _ CONT, GALV,STEEL TRACK CHANNEL, � ASTM A-653 CRAD6;40 Min.0-60 SY METRICAL I SY IM TRY J(W/(2)IZEO eaIreNED rG STUDS .. �` 1 I .j 1 ``J YI/(2) 6x1/x"TEN SCREWS ON 433 436 43c1. e l ' MIN.SEPARATION VARIES INTERIOR&EXTERIOR FACE I CENTERMATES W/ CENTERMATES W/ j TO c1Ass 2^ i ;1 (SEE SCHEDULE) Max. i',,,-'.,QTERIOR ACCESS SICE .INTERl4R ACCESS p +', a^ ,? -___..__ --IN -(6"Min.) --- _IN------ _{ _ _ _ _ ----- ---- __ _ 2) ¢,L -- `✓ 4 -21- x(121 - 21 � 21- � LOCA DAT 122 I !t j j HV HEADER/SILL ENbs (6"min.) i - z�I -- - - - - I SIDE CONNECTION TRACK 7" 6 1/2"MAX.'STACK {cast,} SL AQ `n_SL.CrK DETAIL HVF C ,�iYA � • � FL4R6 BUILDING CODE(ikon High Velocity Hurricane Zone 14T }� ••fi�r -��� "12017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. L1 1L• . �' G � TM 111'�R'•'''tiC'EN, '• f7Yjj �.� � `� accordion Shutter System � !, ® H.v MAX#1 w/OR W/O H.V.WNDOV BLADE > 1�) r : TICCIT TESTING & ENGINEERING COMPANY American S uftr,,Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. 0355 N.W.36U.,SL,Stu 305,NADtN'A GAMMA,FLORIDA 3313 Association, Inc. 1 OLD t6-0$S 712111 OATEs a7j27jT7 Rhona:(309)871-15J0,Fa.:(305)871-1931 4268 Westrodds Drive 2 li +` o^mah:r]IwroQoof.4am West Palm Beach, FL 33407 s DRAWING No ,1 EB-OMS719 4 17-107 1' yp1 �.,�{_ i WALTER A.TILUT:r. P.E. P.E. EtiL """`'ALU '�,;ATE FLORIDA U,-f 44967 a SHEET a 20 OF 20 i� i' 1, f