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HomeMy WebLinkAboutAPPROVED Construction Plans Groth Residence 3116 Bent Pine Dr. Ft.Pierce, FL 34951 r R le.,a r t WI = � P1 ®®E C®MPL Ii4IVCE ST. LUCIE COUNTY S®CC File Copy fs ARY Front Groth Residence 3116 Bent Pine Dr. Ft. Pierce, FL 34951 OPENING WIDTH HEIGHT #1 81.5" 88'.' #2 81.5" 88" #3 88" 145" #4 58.75" 75" #5 84.75" 80" #6 90" 134" #7 156.25" 134" #8 156.25" 134" #9 140" 134" #10 97.75" 99" #11 68.5" 99" #12 81.5" 80" #13 81.5" 80" #14 42.5" 80" #15 42.5" 80" #16 42.5" 68" #17 42.5" 54" AM� BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats Ft Facts Publications Contact Us BCIS Site Map Links Search FIOf iO3 �- Product Approval � a'�USER:Public User 4R Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application lype Revision Code Version 2017 Application Status Approved Comments Archived ❑ �^RnECVIEWED FOR Product Manufacturer AmericanOJ� FEm �f6P1e,IANCE Address/Phone/Email West PalmWestrdLadrDridh West Palm pF CIE COUNTY pF e � 209-82 bfeel BOcc bfeeley@easterernmetal.com Authorized Signature Bill Feeley ` A a2 O Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email ���� ®�yy 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 Ej Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. iJ Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF F1389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted 0911812017 Date Validated 10/18/2017 Date Pending FBC Approval 10/1 9120 1 7 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha IAV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17.108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL"9 R9 tI AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM-POE Impact Resistant:Yes VeriRed By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D",Max span is 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTFMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.POF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"For max.ASD pressure rating of+72,-72 and 84"for+64,-64.psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use Installation Instructlons Approved for use In HVHZ:No FL38Q_R9 11 AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC_DRAWING 17.107 BERTHA HV AC_-CORDION 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 locking Evaluation Reports rod configuration for the HVi blade,8'-0"for+64,-72 p.s.f. ri 389 R9 AE AMERICAN SHUTTER SYSTEM ASSQC.. A.S,D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17.107 PRODUCT OF_EVALUATI,OU for metals stud mountings and 9'-0"for 110 p.s.f.for HV1A REP RRT.PEif working In unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. . aluminumnt rlo ks(top 389.3 �Bertha HV Accordion Shutter- Extruded Interlocking c kin g blades retained by trac COMBO-(Non-HVHZ)-Drwg 17.106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHk-rTFR SYSTEMS ASSOC.,INC. Approved.for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHATTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively Ft 389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes hart• Ma1E ftnlan us;;7til)�ildir 5tnnn pond inli)ha45Fg F�9yn Pnnnr•ain-r,N7.tflj4 The State of Florida is an AA/EE0 employer.Cnnvn pn Znf�.7n13 Slitr ar F12de i;;Pr:vnry Sdtamrnr:;A-rass fa.'°tv St M^me+t::Rnhmn stacen+enf Under Florida law,ernarl addresses ore public records.If You dv not Kant your f mail odoreas reteased in responw to a publtc-tumms request,90 not send cicctrcmc mall to this entity.Inutead,contact the dnKr W Phone or by tradlbonal tndit.If you have any Questions,ri'ease contact 850 4V.1395.-pursuant to SCGtiN 455.27%1), Florida Statutcs,effective Cclobar 1,20 12,licensees licensed under Chapter 455,F.S.must provide the Dcp inment wish an email addtcss it they have one.The emaifs provided may be used for official communication with the licensee.licivrr:ver email adAresies are public record.If you do flat wish to supply a personal address,please provide the Department wish an email address which can be made available to the public,To determine tf you are a licensee under Cbapter 455,P.S.,please click hom. Produuc�ccttt^Approval(Ac'ceepts- 1MIN: ,t GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED_)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VE'LOM HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETEFUR.ED AS PER.SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED 81 THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED VlRH A DIRECTIOUALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20, IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-70 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BAD (� IfAi BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15, 19&20. rN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS FOR OF AS TESTED, OF NOT OVER STRESSED,A 33$INCREASE IN ALLOWABLE STRESS FOR 1YIND LOADS WAS OR USED IN THEIR GENERAL NOTES SHEET I ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION FASTENERS IN WOOD, SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSTEMYS ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERMFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEEP 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL ND BLADE� ANDARD 1(MIS ILE LEVEL -03,WIND ZONES 212t4.)&#1 20317,02-06,$06C9.01-10 AND 80210,01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W B AD T7)enln I� WINDOW BLADE (el AND E-1998 STANDARDS(MISSILE LEVEL D.WIND ZOFlES 1,2&3)&g1220.01-10 AS PER TAS 201,203&2Q3 PROTOCOLS LARGE MISSILE. .(WHERE APPLICABLE) .ART F) -HV WINDOW BLADE QZj #0505.01-08 AS PER ASTM E-1806 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3) BASIC PROTECTION ONLY AND#0725,01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADEO AND HV WINDOW BLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 ® ARE ENGINEERED TO WORK M UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE PIDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BF3ITIA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#1412,75'AND 014X1J5'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STM SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 tal TENSILE STRENGhL PINS SHALL BE COALED WITH BERTI4\HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE 1CV&OWNG ON IREIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL 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 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY' MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 k-i MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W1 FLORIDA BLRLDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR A 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksT MINIM ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14UM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0:12,13.14.15 AND 20 - INSTALLATION DETAILS M-R, WOOD SHEET 16 WBCADE Q&® WORKING INUNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA FLV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86779,562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA : HV WINDOW BADE AI-ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE,DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LACK ALL HV AND HO LOCKS_ AREA 4: W %1ANDD-W-.13LADE n ONLY I1.MUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17099,3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS PLACED FOR EVERY OPENING.LABELING TO COMPLY LATH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, SHEET 20 I2 BERTHA H.V.ACCORDION SHUTTER SYSTELVS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT S.APPLIED TO. 13,(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT;Lo.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWENG SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBIITY, (c)THIS P.E.D,W1LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R,)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.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. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, j7'ATAAA��f'�'' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1L1M�� ... IvJ"~'C,L 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. 4� 'v BERTHA HVTM L E C O N . A.S■S.A■ Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.W)NDOW BLADE a'�W6 American Shutter Systems 61AAA1iEE TILLIT TESTING & ENGINEERING COMPANY y Lv N DESCflIPTON oArz ORaCM OY: LC ., �\ E355 N.W,35K St.,St..3D8,VRWM CNW:h's,FLORLA 3316E Association, Inc. 1 OLD 15-885 7/27/1 DATE- 07/27/17 Phony;(305)871-1530,Fat:(303)871-1331 4268 Westroads Drive z DRAWING No •„ �...• \!�11\ o-moll:tutec0000le°m West Polm Beach, FL 33407 3 sTYIa1 t U 11 EB-00067t9 V! y.� 11F WALTER A iILLR Jr,P,E. 4 '7—'07 P.E. �FRE�StGNAYORE/DATE FLOR10A Uo d 41167 5 SHEET 6 1 OF 20 'o rCA WYOCW DE Q VPRI ` es�s, g M0. 1.4 •\ O 0.454' O Cx, N 1.2 0'• ' 0n) I .i .09 4,371' 1 1 4.857' 4.999' a1 Ds�9 b v. a75 / t f5HV Q' 8 TE1 VS DB D -COVERED UNDER US PATENT asses 4 / ' QUALIFIED FOR USE W/ HV BLADE1 HV DIRECT M CO)UJ T BLADE LL FOR USE 1A V W OW D * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR US W HV 636--TT66 ALLOY A TEMPER -SEE LIMITATION OF USE OF E ®ON SHEET 19 -T6 ALL TEMPER .37 o 6063 5 AL ND TEMPER 3.226" 1.5C0' 373 oo/ .124 3.556' � (�.) .670' �� 2.670" - 670' 2226' oa ^�1 .994" .6 1.000' 4 72 842 N • o � 4.897' o� ^ � 4.4 6• L r ^0.072' I-""--"-----. 0.072' C7)HV ADJ. ADAPTER M LIP o 1zs:it 1a7s• 3-z26• , QUALIFIED FOR USE w/ HV -1,9zo.- BLADE(D •V WALK-OVER T 6�)B ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Y/ HV GHV TRENCH TRACK -2ss },�. QUALIFIED FOR USE 1V/ HV BLADE 1 QUALIFIED FOR USE YJ/ HV 60 T6 ALLOY TEMPER BLADE 1� E NLY. 1 HV RAINGUARD 6063-T6 ALLOY AND TEMPER VARIES o, 1936' -T6 ALLOY A TEMPER QUALIFIED FOR USE W/ HV t 1.915" o BLADE(�1 • 1.917" Mae. VARIES 1.936' 6063-T6 ALLOY A D TEMPER a ,,OB3" 083' g .083' 083• .093- pe.l fI y •I m .t00 I 093• _ o� o' .125• 1 -7 .060- -060' , •I I 1 A .060 • n 670 y 1 •I .09} .093'c c1 ; 6701, I - = 3 520' f 5 3.529- I 670 o`��a 11 HV CEILING HEADER � HV HEADER/SILL I , ,t�9= - D FOR USE w/ HV BLADE 1 ONLY 13, HD CEILING HEADER/SILL Q IFlED FOR USE NJ/ HV BLADE�iI QUALIFIE ONLY, 6063-T6 Y AND TEMPER QUALIFIED FOR USE IV HV BLADE (� INSEE SECTIONS FOR VALIDITY_ SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE'N/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER B ^ LADE>✓t ONLY, X 6 -T6 ALLOY AN EMPER I r T � I COMPONENT A B T1 T2 r M.`L X MT1 Y MN.L i % Y t < 1 2" 2- i0.125' I��--C l' 1' .062' 17 2' S'MAX. 1/8- 1/8' }i I 3• r I.C90' 18 2' 5'MAX. 0,1E2"�0,192" ,1: SIDE ANGLES - 0? CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190' 0.190" 3' BLADE SQ UALIFIED FOR USE W/ UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 11)ONLY BLADE(D 606 -T6-ALLOY TEMPER ZL 2- 5'MN(. 0.139' I0.13t' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zon6' \1111 4`� �j{ / 02017 TILTECO.INC, ©2017 EASTERN METAL SUPPLY,INC. x BE MAW. A,S,S,A, Accordion Shutter System V MADE/ H,. E#1 W/CR W/O H.V.W NDOW BLADE • �r!�� 6J65 11.W.]6!A,St.,file.]05,YRG�VA G0.R0.''NS.FLORSA 3316 x TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N. DESCRIPTION DATE DRA:A.4 an L.C.•' -A TE OF ;3 ' Association Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 •,y.^ , \ Phone:(305)871-1530,I-:(3D5)871-1531 4268 Westroods Drive 2 ORION o-maD:t]tecoeaoteom DRAWING No EB-0006". West Palm Beach, FL 33407 3 ,,,S/�[ r0���III WALTER A.TLUT Jr.P.E. 5 7- O7 P.E:SEA AFE DATE rLaRDA U.®44167 SHEET 6 2 OF 20 _ 4,576' 4660' .929' .745" 2.293 0.334' !E1/4mi'-1 20 E CAST i mftDm HOU E TWEL1/ EAED PkNTED TI/m•lDRE- D , CAST HOSING EUMEL PAiE P LtTED c GRESS TU KNOB. 1325" �2�1 HV CENTERMATE sus � I BRASS C"WER &KED)(Of� (C"ME""TM) QUALIFIED FOR USE V// HV BLADE0& IAi ONLY � HV F OATI G yr. / O6o•° 1L--32-� � _� � V OCK HV EGRESS C 6063-is ALLOY AND TEMPER OU^oFlED FOR USE W/ HV BCADE 1 & lA ONLY ��^• °�' 3.0 .875`1 pUALIFlED FOR USE W/ FP! QUALIFIED FOR USE W HV _ 6063-T6 ALLOY AND TEMPER I23,, OR CENTER BLADE Ot & LA 0 BLADE O& ®0 Y. 2.874' 4�DALIFiED FOR USE W/ HV BLADE 1 ONLY ..250•a fi063-T6 ALLOY AND TEMPER P HEAD .518, SIB- 1.7 6' 922' 4,04 2 DED TO r .� m 2.079' 91.753' SCREW 2 }� ��4I(( O o .825 n - .360'AFTER RIFTING I.00D' • " �°', s' "�-20 x�3�4- 4 B nORE RIVETING S. T U C EW 1 4"0-20 V UT# i e I_ 27W' I I 7.750• N -SERIES 9444 ALLIMUM(202 T3 ALLOY)URGE FLANGE THIN EFT'NUTSERT.PART PUN ^ fTtONf F1EVA7ION HV MALE "T" LOCK CENTERMATE 4.566" 1 7.8�2'I-! ERRY TEXTORN.PARSIPPEE .NEW1+Jc"TMEYG 0705 ORA QUAL 27 LOCKER FOR "T- LOCK CENTERMATE QUALIFIED FOR USE POY AND!/ HV BTEMPER LADE ONLY 2C9� 11V_ FEMALE "T" LOCK CENTERMATE ® t V "T" LOCK V IV OC QUALIFIED FOR USE W/ HV BLADE�I�,ONLY 6063-T6 ALL QUALIFIED FOP, USE Y!/ HV BLADE("ONLY QUALIFIED FOR USE ?FUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE)e W/HV BLADE LIB,,,ONLY_ BLADE ONLY. 1917, 1U.066F2' 91T n 3.161 1 m 053' m Ti 2 �I .Zi� THUM6TURN 62CYLINDER OR KEY CYONOER 0.875'Atrc 13f D A E W NO LOCKI ROD '1 r , .75'&0, L1 �32 HD CENTERMATE W� LOCKING ROD � � '4 m m S OD° a _ QUA LED FOR 'SE 'N/ HV BLADE 1 & A• QUALIFIED FOR USE,W/ HV BLADE m} 6063-T6 A LOY AND TEMPER 6063-T6 ALLOY AND TEMPER �3' D A IN E , .8-1 v'-20 12•ERN, QUALIFIED FOR USE W/ HV BLADEr1,& 1A *11. tJ4'0-20 5.9.oR 3/e'P-76 1.1 0` 6063-T6 ALLOY Rat TEMPERALTHuua6oPLWs, Da eEY LOCKING RODA . DER 1 M . --I 375'a 1/40 QUALIFI FOR USE t%/ HV BLAOE�' IGG5--h��� � � D LOCK 6063 ALLOY AND TEMPER �6 HV 3/8"0-16 ACETA-L 37� BY 1/4 0-20 AISI 304 Er RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 3DINSTALLATION Y R&GY A 7/16' HOLE THUMBSCREWS - LRIES S.S. THUMBSCREWS QUALIFIED FOR USE N!/ HV BLADE 1 & OA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR��tT ,yjT HV BLADE C7 QUALIFIED FOR USE W/ HV BLADE FLDRIDA BUILDING CODE(Non High Velocity Hurricane Lone 11LtIt����,T�A'.Ij T2017 TILTECO.INC. WD2017 EASTERN METAL SUPPLY, INC. a' T �cF� ✓� fT71L— �- —.—._ BERTHA HVTMIE C O ,N7• A.S�S�A� Accordion Shutter System KV 11ADE#1 W/OR W/o H.V. WIDOW BLADE *' TILLIT TESm,TING & ENGINEERING COMPANY American Shutter Sys tems �,•N DESCRIPTION oDATEGRADRAWNBY: L.a 6355 N.W.3e St..Slo,305,VIRQL GARDENS.FLORD4 3318 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Phone;(305)871-1530.Fox 1(305)671-1531 4268 Westroods Drive 2 (OR19A;�(t t1`�1 o-m (3DOQo6flo9o!.ccm West Palm Beach, FL 33407 3 DRAWING No .• S '••3•p••••••\�', ( V14TER A,TLLLIT 4K P.E. 4 1 7-1 07 P,E. SEA! t�laA jRLyDATE FLORIDA Lk.§44167 5 SHEET 6 3 OF 20 i i SHUTTER ASSEMBLY SCHEDULE HV HV A �1 41 (''� 12'LGI`��c.EA~�FyAta_E HV BLADE 1 ;4D ;l I TO81ADE74or A 062r lfil �I—� ----s ® HV BLADE lA WINDOW BLADE .0625 o x u -0C-25 .C625- 3�1 ® FN LONG RECESSED NYLON BUSHING .2 z } BLADE'S^� '0 OPET:IN 875' Y KItUCKLE .0625 HV SHORT RECESSED NYLON BUSHING 39 }}q(R'' # 3 (PTP) tl 06 5' , O40 HV NYLON HAT WASHER `' Q } � o v �. 1 QR ry t FLAT PORTION I R7.750gf 41 HV WHEEL CARRIAGE AIS1 302-303 SERIES f I j- r 1 w } 7 p +T�v 375Q" 3 j ^ } n j �, �//`c2.675Ff x0.870"x3/16"T1fiCK NYLON OYHEEL_ Ic' 2 7/8"BAN, NV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETSCLEAR03.0SEPARATION 3.7500" BETtTEEN .Q825' " HV 1 3/4"ACCORDION PIN W/ 8 HEAD * EXTERIOR BLADE ±s 3 aIII oOPENING / e�j Ip� N CE1NTERS" 7500" ® HV 2 3/4" ACCORDION PIN lV/ n8 HEAD * f41 4] _i 71/4'f DnCRAR F-ypra ® POLYCARBONATE IMPACT RESISTANT HV WINDOW �" T CLEAR ! j j .j , BgZN I TYPICAL HV WINDOW BLADE 1nA AND I ©OR I na— s ; } 3 - POLYCARBONATE HV WINDOW DETAIL ® ,/—@ Or — fSEE NOTE FOR REQUIREMENTS) I FOR ' 3}c POLYCARBONATE IMPACT RE51STANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE EQUIREMEWS AT 72'MIN_CLEAR,%4CE RESINS, UV-STABILIZED GRADE OR SABIC EXTERIORY TO.BLADE BOTT M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 1 t L `• g ? ? OR } I (SEE NOTE "F" ON SHEET 19)_ 0 ? ji (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR LmFF T'gg BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR LL i ° POLYCARBONATE SOURCES FOR 1 EXTERIOR FP/ 1� BLADE. TYPICAL SHUTTER ASSEMBLY I APP xa6te rT .7.5 HV PIN 42 OR AT ra'ICA_PROPERTIES SMACtND _ (2) HV PIN MAY BE USED IN L1Et) OF AND ONLY AT EXT�RIOR P6EF°CE " EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D �,324- £ BLADE'S KNUCKLE. eD BLADE WHEN CORRESPONDING TO INSTALLATION "lt SHEET 7, (SEE NOTE*FOR VEOFIC uuY ASTM D762 o.043 m76 o.¢4s mld .04&- REQUIREMENTS) uE• ;1FZ5> TVI E VW)STP.ETIGTH AS.0638 9A60 P-AL 6-00(3) HV PIN © OR ©W/ 1/2' O.D. 1/16" THICK S.S. WASHER i I I FlE UPAI 6oCi;GTM AT MEW ASTM 0760 1T!w P-L t4400 P.,.L SHALL BE USED FOR DIRECT M.OUN INSTALLATION PER DETAIL X, }I' �0F"L OD�� ASTM 0790 34D,GGD© fr nmAcn SHEET D I I i }I t NGTc"ED UCD ASIM 0256 10 1T-'Dli 17 FT-Ntm RRE wjev pG Qj fACMO; ": WHEEL CARRIAGE DETAIL SuaF 004M ASPI o28.3 472 x 645 4 six N.T.S. ASSEMBLY LAYOUT mRATTC OOF EUVMG ASIR D635 C-t sass C-I CLtSS ASRJ Dt926 1040'F 9E0'F 11-.AiVE WG ATM CI55 In HV BLADE SOLID & 9 A HV WINDOW BLADE DETAILS TaSLE tRM StF RE%TAiM w1„RIWG ASI11 63e R302 pel E640"L 7ENSTE sTRE55 arroRE nsanfaONG As111 636 e461 P.I.L e6eo a,.I. N.T.S. 111tru vrirts,. 1`''I A Lxt� .1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\��i����L`E'ip• ✓-p v 02017 TILTECO,INC.. m2077 EASTERN MEAL SUPPLY, INC. BERTHA HViM n1LE G O INS. A.S.S.A■ Accordion Shutter System H.V. MADE#1 W/OR W/O RV,WINDOW BLADE �� r ;`` TILLIT TESTING & ENGINEERING American Shutter S stems r• EERING COMPANY Y EV.N DESCRIPTION DATE DRAWN BY: L.C. V10�\ 6355 N.W.36t0.St.,Ste.305.VIRGINIA GARDENS FLOROA 3316 Association, Inc. 1 OLD 15-085 J/2]/lf QATE: 07/27/17 f� (�p PAone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 S��� A9 ^`�1/141 a-,n®Cdteco0'a.com West Palm Beach, FL 33407 3 DRAWING No A9•'j41, WALTER A.71UT Jr.P.E ! 7—�O7 P.E. SEAL/SIGNATURE/DATE FLORDA Ui 4 44167 5 SHEET 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES A B C G C�" w' N N S T D I `�}L" '� •�'�i. i�5' 1 �gl. •u�4.�$`.ce 1.MANDATORY CQNDITION/1: ONE HV LOCK(R SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,L,OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INS-AL?-?IONS 7 ANY ELEVATION. HV LOCK f or MAY BE-USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO`Zy OR 1n nCE,C:1TF3 W/(2) 1/4'0-2D x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVA110N. LJ 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS"-� �9 OR�§ !AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES � LOCAT ON 0 LOCKS SH A BE AS LL DICATED ON NOTE ED BE AS INDICATED TYPK:AL SHUTTER ELEVATION. oe-xvB v t 3. #2 IS USED W/TWO H V LOOLrc1• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4oR�eR6 a°C"a Y=�� �°°2.�5 BE USED IF DESIRED TO ENHANCE SHUTTER PETTED MANCE. LOCKING RODS 30 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CONDITION a- ONE HV LOCK ® �$SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK SHALL BE USED As AN OUTSIDE OR INSIDE LOCK, ��Q ATTACHED TO�CORNER CENTERMATE Vt/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING ROCS S�9»� xoo-Ire ® AT TOP& BO OM SHALL BE USED. LOCATK)N OF OCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V,— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, T SR T! e $ OR 22: ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK �or 2,z FOR ANY SPAN AND p� k Fad INSTALLATIONS AT ANY ELEVATION. AL ERNATE LOCK!1fi MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT I ifx 0 hSi� Aap OF 4 4" � BE- N o � SHALL Ng RNNUTAS SHOWN SECTIONHVE, SHEtONLOCK SHALLBEU AT 2OFSHUTTER SPA OR NO©� LOCKS AT 1/3 OF SHUTTER SPAN. �I f ` HV 6.MANDATORY CONDITION ELM KEYS70N MO h•' HV LOCK INSTALLATIONS- ONE LOCK or� @6 or 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 � TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. LOCK�or 2�:or @ MAY BE USED AS AN INSIDE OR SEE END 1 OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. t - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6-5 W/0 CONNECRO,t 1 I .§' OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o r r H j J % L N ! a R V Y! % 11 SHEES 10& HEIGHT,is TYP FuIL OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: y GENTERMATE 1` LOCK •,ONE ALTERNATE HV'7"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS��OR FOR ANY SPAN AND a6 rn 6 7 oa$ GR 10+1C31 ex INSTALLATION AT ANY ELEVATION.ALT NATE LOCK LFO Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKEf2*,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST B£ 10•L51°'" .�oa 17•L�S oa CONNECTED TO CENTERMATES R AND f�91 W/ 1/4-'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8"a x 3/32" ©,(-,1 ,, � ,r�,18.ca WINGNUT OR W/ 1/4.0-2Ox1'S.S.M.S. INTO A t/4Cx 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' �C7, �' (D MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(LL TOP AND BOTOM IS MANDATORY. ON HD LOCKS & CENTERMATES• Ci'N71=Rk11TE5 C31 Q&(33 W/fg ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL r1 i HV BLADE SHUTTER ELEVATION HV LOCKS y!�OR 2g51 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIOF LOCK.ATTACHMENT OF HD LOCK 414170 Ci�S IS W/3 ff8 x 3/B'FA.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT CSJ1 AS SHOWN ON SECTIONS HO6-HY§AND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS sf IS COMPLETELY OPTIONAL FLORIDA BUI I G CODE on igh elocity urricane one \\1f Yy % 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ERTHA HV-M A,S,S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/o FLV WINDOW MADE �F TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems n.,N D[scalPnoN DA1r DfLIYM 6Y: L.C. O ., ,C `�1 6355 KY{35th.S4,Sb.305.\1RGLW CAROM FLOROA 331ef Association, Inc. I OLD 15-085 7//27/iL DATE 07/27/17 Ph...;(309)071-1530.Fox:(305)871-1531 4268 Westroads Drive 2 "'1Q��111t, fu C0 09r°PE West Palm Beach, FL 33407 3 DRAWING No ONALE� 17-107 P.E. SEALjS1G1(AAfURE/DATE FLORIDA Uc,Q 44I67 5 SHEET 6 5 OF 20 POURED- POURED CP.ETE(WCHORS POURED CONCRETE CONCRETE CONCRETE (SEE SCHEDULE ON REQUIREDOR ETE BLOCK REQUIRED REQUIRED�_' SHEET 13) j CONCRETE ANCHORS IA CHINE SCREYIS S.S._ / - CON E ANCHORS / �FG2 E ETE \ t7 18 .1.:�"ETSIaYE(SEE H=W=G®cN 7 SHE SCHEDULE ON W/ 1/4^-2a / ,• �� (SEE SCk UCE ON SHEEr 13) !', ) + ;/ SHEET 13) NUIS® 12'O.C. 12 I!=%_•`/t//2�,-�//;/ .I CR4 Ss- MACHINE EWS I n./ rEO rlEOU14- D NUTS 2 1 o E. D.* (.! / .250'Maz. f i✓ ---✓- 13 OR 15 j _. 13 aR 5 I/ /' 1i I ' .F/ I O t .Y Nam. E(D.+. 7 i�• ,/ /. E.D,' 11 I.,' !'E `/// t r i r �Maz `OPTIONAL r,l I I i IRl 5lPAMTKt9 � i i - t TaR 61M 9AV I 1 OR (-13)♦ E]OSRN _ MIN. SEPARATION TO cLnss 1 saFi 19 FaT t t ! G EXIG�INSS-i m�® (I �t 1 GLASS— (SEE SCHEDULE ON SHEET 11)' U SEPARATION TO GLASS I 17 r(SEE CHEDULE ON SHEET 1I) I EXISTING i I GLASSY HV WALL HEADER INSTALLATION (AHEADER IN ST ELATION tk H)L WLL HD 10 + KEYSTONE EXISTING T GLASS—) a�� , ♦ I.DN.SEPARATION TO GLASS i0 a7ss(51E t ,i l OR 11 I i I i (SEE SCHEDULE ON SHEET i 1) 1 Sa&IUE aY SFRET MIN.SEPARATION Tp GLASS I I T EXISTING_) tt FOR lasnE 9A•O (SEE SCHEDULE ON SHEET tt) I GU155 W 6iiET/9 Fat , I3ADE56`@Q t 1t EXISTING ; I I I�' !' i�OPDOTLSL P l{ VW /4'Mox. L_E Q. �; `__ �L,i---- Mox. E D." N t II ED 13 cR i5 i 14 .jam—�_ ,fa a-zQx3/4'ss- esn" i�` / 1 1• ! L_ �EE. PHILLIPS TRUSS WAD / t/4'a-201t3PHIWPS \ MACHINE SCREWS USING L l CONCRETE ANCHOR$�ODYCRETE A.YCHOIZS t 7 R l 6t/<•-20 NUTS O I2^O.C. '` --� (SE--SCHEDULE ON —ASS HEAD MACHINE SCREYIS (SEE SCHEDULE ON SHEET 13) I,. ' J W/1/4•-20 IJUTS m 72'O.C. POURED CONCRETE f - Min, POURED CONCRETE SHEET t3) OR CONCRETE BLOCK %' "J t (1.i__'� OR CONCRETE BLOCK WALL REQUIRED � HV WAI SILL INSTALLATI N '1/ (SEE RSCHEDULE ON REQUIRED (� POURED CONCRETE! SHEET 14) O HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED U HV WALL SILL INSTALLATION NOTE FOR EFT 4 FOR PI AL SH • INSTALLATION DETAILS W/ 1-SEE$!IFFY 4 FOR TYPICAL SHUTTER �E D. EDGE OISTPl10E ASSEMBLY .SEE UItJTAnONS Of USE FOR (1) H V B LA D E 2-1.!OUNfING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1 ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. /1..I.- VrA A. 71� y`"_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02017 TILTECO,DIC_ ©2017 EASTERN METAL SUPPLY,INC.BE THA HVTIA 4 ■S■S■A■ Accordion Shutter System g H.V. BADE#1 W/OR W/O H.V. WINDOW MXX p'• ��e�$ TILU TESTING & ENGINEERING COMPANY American Shutter SystemsEY.x DESCNIPiION DATE DRAWN BY: LC. .� �pgipA,•'`t� I 6355 NYf.36th,SL,Ste.305,VIRCAN CARDERS,FLa2DA 33I6 Association, Inc. t OLD 15-0R5 7/27/L DATE: 07/27/17 ......... Ph—���*- Phone:(305)871-1570.Fox:(305)871-1531 4268 Westroods Drive 2 p e-mail:UtemCoolcem West Palm Beach, FL 33407 3 DRAWING No EB-0006719 �� �7 WALTER A.TILLR Jr.P,E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Ua.@ 44167 5 SHEET 6 6 OF 20 POURED Con.ANCHORS ON SHEET 13) KV.SUIAPArICN I TO am(SEE 1 OR CONCRETE (SEE SCHEDULE PECURED I SDEDLU ON SKEET EXISTING EDGE OF 11 FOR SAX IDAND GLASS SLA01 IF S'w APPLICABLE EXISTING GLASS-,-! ALTERNATE 1r III x LOCATION ANCHOR EXISTING �-91N3/4'HEX WASHER HEAD GLASS T K SCREWS a 12"D.C. CONCRETE ANCHORS EDGE OF (SEE.SCHEDULE ON SHEET 13) E LE B Exisnuo EDGE EDGEOF OF—I IF IF 2 SA SLAZ AFP CABLE APPLICABLE EDGE OF 7 APPLICABLE URED To Q� SOIDAE C"SEEr POUREDJ FLAT HEAD CONCRETE ANCHORS ti CO ErE CONCRETE It FM EE4E POURED SLAB IF ___�L' , /.� '/ CU SEEK TV ag 01OR 13*CONCRETE PEOU D REQUIRED (SEE SCHEDULE ON SHEET 14) ' mtFLAT HEAD CONCRETE ANC REOUIRED D.. E,D,*— (SEE SCHEDULE ON S 14) 101 !BENCH INSTALLATION J_)HV WALK—OVER INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. (BI BY FLOOR INSTALLATION t DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE#3. SHEET 11 40 -��M, k CONCRETE ANCHORS I0 aAss I (SEE ISCHEDULE ON 1/4-0 nVI BULL(r W / ON T I&C" ON 1; 11 EXISTING X SHEET 15) AVIAN= MML EXISTING q I i NG-- 01 - GLASS GLASS _q..,�-NQN TO UCM'OL=OR 1/4-0 F=ERS 1/4- '(MSO,,E zcn�'Ip' T FASTIENITIS 7AFFER.ANTHMM W/ FMAX. o TO 1 31e w.0,emuea a 6' or-FOR UP TO 6'W SPAN go T1 I SPATS LARGER T"V 1/4" UP TO W-O'�APPLY-7 SE41ANf M EAW FASTENER W-40 MAX, 0w)(M rom I ON 4 HEX ON S"EET"I FOR Et"�1.6- 3 OR WASHER HEAD 87 CONT.Smqa -i/ / i WL TEX SCREWS 614 '1 3 a, 12,O.C. H.A.-J, n8 7FK SCREWS 0 S'D-C, CR 1/4'0- _S�V, CONCRETE ANCHORS ',�014X21/4"S,O�S, z_ I/4-j 1/4'0-20.3/4'ss FAs W/rTUT a 9-C.c- (SEE SCHEDULE ON 00 0 • USING' SHEET 14) M­ US Ir or_-20 HVIS 7 490R @ 1/2" • EDGE OF 2'GO" WALL'TRRA(DECOWNE —SLAB IF L .D. S;LL) 14.�/4'I.H.S.D.S.S,D.S MIN APPLICABLE SEE NOTE CONCRETE ANCHORS DO POURED CONCRETE (SEE SCHEDULE ON ON SHEET NOT I REQUJRrO RED CONCRETE OR 13(b) R CONCRETE BLOCK SHEET 14) POUR CONCRETE ON SHEET REQUIRED OR CONCRETE BLOCK OPTIOTIAL-J POURED REQUIRED r M KEYSTONE'UMRV'��T ��LLATIQN CONCRETE HV WALL FLOOR INSTALLATION OL HY WALL WALK—OVER INSTALLATI()N �INFRESSU�+6 M. MAM�SMUTrM SPA W-01 OJO�V FrAINGUARD INSTALLATION t NMI NOTE FOR COHBtVanaN OF SECTIONS: t THIS INSTALLATION SHALL BE L D.-EDGE DSTANCE REMOVABLE WHEN PERFORMED I-SEE SREE7 4 FOR r(PtCAL SHUTTER (SEE:SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT FS�F I.-OF USE FOR ASSEUSLY g.N.1.1 E 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE E INSTALLATION DETAILS W1 (1) HV BLADE U IN ANY WAY TO SUIT ANY INSTALLATION_ 11aaa its- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILTFCO.INC. 02017 EASTERN METAL SUPPLY,INC BERTHA HVTM 0. Accordion Shutter System 11LIE; o ,.,. A.S.S.A. H.V. BLADE#1 W/OR W/b KV.WMW MAX American Shutter Systems -7-- TILLIT TESTING & ENGINEERING COMPANY ;E.W DESCRIPTION DATr DRAWN BY.� L.C� 0 N 6355 toy,35th,Si-S*305,VIRCMA CWENS.FLORDA 331 af Association, Inc. I __FLD 15-Oa5 Y7/2-7117 UATF-- 07/27/17 • Ph-;(305)871-1530,Foe:(305)871-1531 4263 Westroads Drive 0-MOE810006Rz 19 West POIM BeOch, FL 33407 3 DRAWING No 7 Z WALTER A.TILLIT J,.P.E. 17-107 NORIDA Uq.111 44167 P.E. SEAL/SIGNATURE/DATE SHEET 7 OF 20 SEE ENO WALL 12F-TAILS ON SJJEETS Sow NOTES ON LOCKING RODS NV LOCKS©or o U T -IN !^ EXISTING GLASS INSTALLATIONS WZ (I HV AND ALTERNATE NV LOCK I&ON SHM S. I f`F BLADE.SLACK DETALL.Ftl IS VAUD FOR ALL �°�®� •0 Q°3t0 '�°" BLADE W HV CENTER-MATES C-Ja M'.AtES APPLICATION WITH 81A.DE0 OR SEE END WAL MHECTION EXISTING cuss DETAILS ON SHEETS 10Ti a a:7 .�(eoe3 Ts au0r)ALUILFCONt2' �e + OPPQSING I�JCLE++/Cz)1/4'a NCRETE SYMMETRYCAL Afi',7LOR5TO CONCRETE i2j�3CENTERMATES(4)#'10c1/2'S_V.S.To TneE /A S.uS.C 12• CENTERMATESW/ HV LOCK o OfMIN. SEPARATIONAr EAtJr ANc6E (nP) (V . . TL1 LENGHr. HV LOCK ��or�2r To class (SEESCHEDULE �, * 35* IN—] j 3 * 3 ON SHEET 11) ------------ - -- - -- -- --- -- ------ — —;---- ------ I � 5 Q 9(r 1/2^ 1/2- 1 (OD �- HVB auT @ 5 PO cR©.13ca1©+1©oR HVA aR4ca6 + oR$ a10+13oa HVC 6 Q O O Q Q POURED CONCRETE OR EXISTING CLASS j CONCRETE BLOCK WALL © © ® O t 0• 15�"+1 7♦Qca Q..®� ! REQU RED EX[Si4FlG s• $ I SYMMETRICAL 6 7 1 Di< s • r cuss 1 I * �'Q+© � +� �.__.----- I�$ •®aR Q9•�oR t 9•�5 \_GLASS ]] I N IruuTOSEPLAa"¢gss aV L( CENTER 6 Q Q ® Q 5 J GLASS l /� J+ $CR t + $on 8 ♦ cp Qr® m w/ HV LACK tL.bl pPnoNAL MIN.SEPAAtATlON ;�p,1 y (•J titer '��� f (INTERIOR) (ONE4[EETpt t E TO GLASS �+Qcw 1Q9+13 oa�+� ) , (SEE SCHEDULE I N OPTIONAL ON SHEET 11) , (INTERIOR) L - - - 507T CONCRETE ANCHORS --- --- - * 5 1 It ES ./ 16, O.C. S ., e 0�_ 3 vARIEs ; 3 O U T O 1/2"M.U. SLACK OUT � 35 (EXTERIOR) HVE CC?7 HVF** HVQ ` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' t 1V AIErAL SUPPLY, INC. &2017 TiLTECO,INC. Q 2017 EASTERN BERTH k HVTM 110 IE C O o Nc, A.S.S.A.S,5,�� Accordion Shutter System ' ` ? H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE l P� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE nDRA�.:'QV�o 63S5 NW.36ft St..S%305.VI GM GARMS,FLORAA 131E Association, Inc. I OLD ,5-085 7/27/17Phone:(305)871-1530.Foz:(305)871-1531 4268 Westroads DrivegJ�'�A� �j1 a-maBt00067t81— West Palm Beach, FL 33407 a ry ♦��RIFTr4ii� tVAL7E A i1LDT Jr,P.E. a P.E. SEALfSIGNATURE/DATEeARIOF uo.g aa,B7 5 6 ALTERNATE INSTALLATION W/HV 'IT" LOCK ,3&0 HV MALE/FEMALE "T" LOCKS CENTERMATES 9 & LOCKERS (2� W/n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10& 18 INSTALLATION n HV BLADE OUT IN �� ass FIADE�SUCK CEfAL HYF,INDICATED ON MET B, WZ HD CENTERMATES 1 ©O1®®ao b o ©® AS CEt1 AS UNtYFRSI.L FLOATRiG BLADE®OETA2.Ftl.^D-xY0 7 u 8 10• I0.'[CCATED ON TlgS SNEEf,NAY BE USED YMI TRZ ALTEPV SHEET. + 10 RiSTit(k!D A'L HVG SNDYN C!THFS .•©�®•®"t�•®,� SEE END WAIL CONNECTION 10 & 18 (saes-,s ruDY)Acuu. ��•® 35 unE w,/ lTO.O M! ern' i t 35 poP/eDacssy¢` L__.__—--.———— Ar EAa,ANGLE(r) a /4•SGS.O/2' (—Op—'.L) (4)p,0i QID -- __- —_—__—___— 3 .Tr IN (4)H.v.�HV RIFNS .) 5 (4)N.Y, u L SEP PffCN` 3 LOCK (INSIDE) 1 -s r J/•. � .) i .. I m aVss t —..._. --I c,sexsa g.w_j. tr---� - -- ...... —' —-- / 1' 5 F 28 l 29 t I I t 35 35 QU•` 31 DRW .1 3 31 DR©2 31 De32 �� 3 3t am E 2 1/4" 0-20 x 1 1/2" S.S.M.S• eJ 35* CDPFIcr�*)sEE Naf€B FoR Nv LccK(D, W/ 7 8"0 x 3 3 <DP<rowu.) B— g OUT HDC—HVC _r LOCK,OFF Sh_ET 5. m / / 2" WINGNUT. SYMMETRICAL HD CENTERMATES 30 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES f SERIES 9A44 ALVWR V -VG* W/Qf LOCK (-EXTERIOR) W/ (R! LOCK (INTERIOR) (2024_73 ALLOY)VRM RANGE INA. SHELF FATMEFU.PATS 10820. 1©w®a®•Ovt®a I O•®w r5 NNNFACTL'TcD BY AV➢s"L CFGAEM TWOM PAFMOT 0 r"JERSEY 07054 OR E9'J.R_ \:/ O EEE NatES IN COCAND ROOSO C ep®LOOS 0.Y SHEET S t **UW4RUL FUAIWi MACEQ taxi.kcD-MA LS YA.A rOR AL CEtnag4Ft=Eg MFLiCA M W EW,,Q FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone '••1 r 020,11 TILTECO.INC. (`')2017 EASTERN DUAL SUPPLY, INC. .4 ,1 0 BERTHA HVTN �L A■S■S.A■ Accordion Shutter System y ECQINc. H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE p,(\•• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DEscxlPnoN DATE DRAWN SY. L.C. 0 ty4; 1 Y1RC:NtA GARDENS,FLOR'0A JJIa LD Association, Inc. , 0 15-085 7/27/n DATE: 07/27/17 1 8355 N.IY.J@th,SL,Sta Pnonn:(3Q5)87t-t53,0.For:(305)871-1531 4268 Westroods Drive 2 S�a�AL E�GkII(j11• a yea°0006701974 West Palm Beach, FL 33407 3 DRAWING No '••rrarN!!>> WALT€R A TIL.R Jr.P.E. 4 1 7-1 07 P.E. SEAL/SIGNATURE/DATE nQReA L` 44767 3 SHEET 6 9 OF 20 _, _ POURED CONCRETE OR r \:' `�-POURED CONCRETE ,, POURED CONCRETE y A OURED CONCRETE -- CONCRETE BLOCK WALL ,J OR CONCRETE � _._ I - OR CONCRETE u — ^_ R QQNCRETE LC-NCRF'TEREQUIRED ! BLOCK WALL REQUIRED I � i��/ 6L K VYALL REQI!'$ED i >,l%- BLOCK VIALL REQUIRED , EXISTING GLASS EXISTING GLASS / -M CNOR' _, -1 {16 O.C. EXISTING GLASS d,> -j- ) /'' t T �( -t=-2 ION., EXISTING GLASS 2'MIN_ T--� I MIN SEPARATION i' •`� .�( �• SEPARATION , TO GLASS(SEE I'CHiW // MR.SE?ARATIDN 7�:'l .1" 1 Er EOi' TO (STET 'J 111 FOR B1AAD-`_SAND I TO GLASS(SEE { r:• !dGL SEPARATION I r iON STET 1/76'x3'MAX. ON SHEET 19 FOR I ON SHEET i r l TO GLASS(SEE 11�F E AND (6Q63-T6)CONT. B'ADES�& / I FOR MADE OAt'D i+ •r I SCHEDULE ON SIM ALUM, C C 19 11 FOR E3AD=LOCATE•AT LOSER FOR _SAND E1LA7E5 1 1 2' ELTFiF�R SIDE SHEET PLATE. (LOCATE i/2� � ( �SQQ� � ON SHEET 19 FIX2 OF 5) AT EITHER SIDE EON i/ MGJ. I OFQ) I ,f'�Fr♦ I USE 1.OR 2'MAX. ( / APPLICABLE tOxt/Y s.M ,> --- )x2"x1/B'x0'-z" ` _--- ®t6"O.C. �7` __�_—_�,::h � AL. INUL1 CLIP ANGLE (60 3-TS ALLOY)AT ULDHEIGHr A 4 (1) IOx1/2's.Lt.s. ll.J/ / (2)1 4 6 TAPCONS ANCHORS TO 5 I SEE DETAIL X RJ �� WALL T I.O.C..(LOCATE AT 1 OR SEE DETAIL X FOR-'� OR �� I SIDE TO TRAC N OR I ERH SIDE OF®) O OR SIDE CONNECTION _ 1 SEE DETAIL X FOR L 4 1-r/ �y®®wO�OwO�10•�a 6•Oa& 10•®3 w F4 TRACKS w a 6 7 a 8 10• 3 w SIDE CONNECTION 10+pa©•®"©'®w ! 0•po' Q•®a�•�Q•�a TO •®°.©•®®®'®°, ®.®w 1©.pa®.®a 0•®w®'�a©.¢.:f®SY® ®•®a 1®•®aO.©w O 9 ©P®®w END CONNECTION D ® p pap pap p a®® END CONNECTION DETAIL(3 END CONNECTION DETAIL L—� END CONNECTION DETAIL, ZO 0 -EXISTING GLASS POUREDE ETE BLOCCE}YALL t EXISTING �_ J/ OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12' 0" D 4 MR 501AWICIll % TO GdASS(SEE -_--- �`,_------- •" ;'' SCHEIRRE ON SLEET MSN.SEPARATION Y ----- 71 FOR HA,�QAtiD CONCRETE 1/2'MIN, GLASS( ____ TO SEE ' �0OR®OROOR ' ON SHEET 19 FOR ANCHOR® a SCH�.TiULE CN SHEET --' ` ""- RAD6Q& + UFOR PdADE( AND �� �, � _ ORi OR'I ORT NCR-R - 12"O.Q.? N ' ON SHEET 19 FOR 4 L✓_ __ _ _ ®to I 4 �,rEO `5 BLADES©&® OR 0 OC r���ll-__-__-__ 1/Z"MIN. �y /2•MIN..... 2'MRJ. ✓ _---- rr Ed I OR®ORO OR (( �' 2"MIN. • _ i O SEE Ul.IITgTIONS OF USE FOR ������� • ! / + BLADE®ON SHEET 19 OR i$OR(qOR� VIEW OR@ .]' i�OR Q' I PLANoR DETA L X POURED CONCRETE OR ®w©,�.a®a10•pw - ©w®w©•Ow®w10•Qw REQ IREE BLOCK vfaLL 10"pw®•®aQ Qw ' 1o•pa©•Q�®•®w END INSTALLATION © O•©w©•O•®a (10 HV BLADE OR HV WINDOW BLADE INTO ©'Oa® 6?w0 pw p CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 50 O ®a®•®gip ° , "'M-ON N ECT IONE 6 p•pwp,®w® p w®'® FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' V p •• ,-:•11t4 • `41MA7 �/ *2017 L TILTECa,INC. 02077 EASTERN METAL SUPPLY, INC.7S BERTHA HVTM A,S,S,A■ Accordion Shutter System H V. � 1 W oR # / w/o H.v. W7NDOW BLADE 41' American Shutter Systems' '��'. ,�•, � @ ' TILLIT TESTING k ENGINEERING COMPANY Y Ev.N oesewPTlar+ DATE DRAWN Sr. LC. c ,c;'•.- (�pL�p `z!eI p 6355 N,W.JSIN 5L,Ste.aw,MRGM GARoas,FLORIDA 3316 Association, Inc. I OLD 15-085 7/27/1 DATE-- 07/27/17 (305)871-1530.Fax;(305)871-1531 4268 Westraads Drive 2 o-M.11 l7toeo®ao.— West Polm Beach, FL 33407 3 DRAWING No E8-0006719 �—1 O7 "" rl WILIER A 7LWT.r,P.E. 4 '�`'tsAssree'j9 ttoRIDA I.I.g 44167 s P.E. SEAL/SIGNATURE/DATE SHEET6 10 OF 20 SCHEDULE 41 SCHEDULE 113 SCHEDULE #1S3 MAXIMUM SHUTTER SPAN "L+"OR "L-" MAXIMUM SHUTTER SPAN* •L+" (ft.). FOR INSTALLATIONS W/ M A OR "L.-" ft.) FOR MAXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND • NOTES- CENiERMATES. & or or INSTALLATIONS-L-S YA/ R "L-" (ft.) INSTALLATIONS 1 F W/ ONE H.V. LOCK War or or IDDS. SYMMETRICAL CFMERM CONCRETE & 1 WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK 0 V// NO LOCKING RODS or ONE HV LOCK or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERIAA'1® 28® 29 W/ ONE W/ NO LOCKING RODS ® OR YJ/ NO LOCKING WALL A. B, C, D. E, M, N, 0, P, 0, L-: MAX-ALLOWABLE SPAN FOR A GIVEN NEGATIVE "T" LOCK 30 W PWO LO (SEE NOTES 1'.tt) R. S, & V. A.S.D. DESIGN PRESSURE RATING. / ®K NG MOUNTING F. K & L RODS 35 TOP & BOTTOM EE NaU3 SHEET 7)SING It (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ntnirc CONCRETE&WOOD FLOOR/CEILING G, H, 1, I1, J CONc77E1-c&�iD ctSTALLAT10N5 O MOUNTING T. U. lV & X WALL MOUNTNGS QOP/BO7TObf) OR FLOOR/CEILING: wrwnlv�,,t CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, AD.O�S+Z"! ,Msp_CMS rt A lAnO ASA DES= INSTALLATIONS Fes`T"= L'/ALL lLolJTfiltlG FLOOR/CEIUNG •� WALL uolmnNG WtiauFE MOUNTING ��0 ac ,wtx� FLOCK/CE21N0 L9:Jttit.M•Q DETERMINE MAXIMUM SPA71"L+' FROM SCHEDULE. fPa L} (+OR) rLOOR/CDUNc aQUNTwc (:P-10 GIVEN A NEGATIVE.A.S.D. DESIGN OOR FLCOR&ALL MouNruo DETERMINE MAXUAUM SPAN 'L-"FROM�SC SCHEDUURE LE. L♦ Ia) L-(ft) L+ 6) L-IN L t (f L-(d) -L-4 00 L (b) MAXIMUM SHUTTER SPAN •L+'OR "L FOR 30 OR m'-0' 16'-O' t6'-0' 18'-0' 30 16'-0" 16'-0- 30 t6'-0" i6'-Q" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 94'-10' t4'-tO' 15'-2' t6'-0" 35' 14'-q0' 14'-10' 35 t5`-2" t6`-t0" 1O5 pat.A.S.O. DESIGN PRESSURE RATING. MINIh1 lA1 DETERMINED SPAY BETWEEN "Lt AND 'L 40 13'-10" 13'-10' 14'-2' 15'-2' 40 13'-10' 13•-10' 40 14'-2" 1S'-2' (3) PROCEDURE TO DETERMINE AUU(WUb1 SPAN FOR 45 T3`-f' 13'-1' t3'-4' 14'73" 45 13'-1' 11-1- 45 l3.•-4• 14"-3- COMBINATIONS L4 BETWEEN WALL!MOUNTINGS 50 72'-5' 1Y-5" t2'-8' 13'-T t NY CORtJER CEM'cRMATE3 MAY BE USED AT ALL 50 12'-5' 12'-5' 50 12•-3' 13'-I- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLCOR/CEIUNG MOUNTINGS: 55 tl'-10" 11'-10' t2'-I" 55 lt'-10' 11-10 A75 1l'-I' IV-11" SHALL BE AS INDICATED ON MANDATORY CONDMON#2 FOR A G.YrST POSITIVE AS.D. DESIGN PRESSURE 60 i P-4" t Y-4' t t'-T 12'-4' 60 I1'-4" ,1'-4' 10'-2• 10'-11^ NOTE J5, SHET 5. RATING: 65 t0-10" t0'-10" tt'-1" il'-tY 65 10'-10' tO'-10' i iQ'-T DETERMINE: 70 j-0-6• ,0'-6" l0'-9" 11'-5 70 70'-6" 10'-6' 8'-9" 4-4' Lt+m MAX. SPAN FOR WALL.MOUNTING INSTALLATIONS. 75 10'_I- t0'-1" 10'-4' 11'-1' 75 10•-i' lo'-1' - g`_g• 4. L2+-MAX.SPAN FOR FLOOR/CEIUNG MOUNTING t 1 EXCEPT THAT 1AAXILAUM SHUTTER INSTALLATIONS. 80 W-To• W-10' 10'-0" 10'-9' 80 9'-10' 9'-70' SPAN 'L+"OR 'L AND MAXIMUTA AS.D. DESING 85 9'-6" W-6• 9'-9' ,0•-5" 85 9'-6' W-6" PRESSURE RATING FOR FNSTALLATIO14S INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9-3- 9'-3" 9'-5" 10-1- 90 9•-3' 9'-3" OR CONCRETE BLOCK SHALL BE U1,aED AS FOLLOWS: RATING: 95 9'-0' 8'-9" 9'-2- W-10" 95 9'-0" 8'-9' t- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 100 8'-9' 8'-4" 9`-O" 9'-T LIMITED 70 +64,-02 p_s.f. AND 8'-0" SPAN, SEE L1 = LAX•SPAN FOR WALL MOUNTING INSTALLATIONS. S00 6'-3 3'-4" MOUNTING®ON SHEET 7. L2 MAX-SPAN FOR FLOOR/CEILING MOUNTING 105 8'-7' 7'-T t" 8'-4 9'-4' 105 8'-7- 7'-11' INSTALLATIONS. 110 8'-4' I T-T 8'-T 9'-2' 11D 8'-4- T-7' FINAL N+IAXIMUM ALLOWABLE SPAR IS EQUAL TO THE 115 �7�8' -2• 7'-3' 8'-4' i B'_9 115 8•-2' r-1 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Ll+. 'L24% 'Lt-"AND "L2-" 120 6'-IT' 8'-2' 8'-9" 120 8'-0• 6'-11' - 125 6'-8' 8'-0' 8'-5' 125 7'-10' 6'-8" (4) GO TO ANCHOR SCHEDULE SMITH FINAL 1AAXIMUM 130 6-5" 7'-10" 8-1' 13a 7'-8' 6'-5' ALLOWABLE SPAN AND NEGATiYE AS.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 6'-2' 7'-9' 7'-9• 135 r-7" 6'-2• WIND ZONE SPACING. 14o r—s' S-,r r-T r-6 14o r-s s-1," ASTM E-1996 SEPARATION 145 r-3- 5`-9' 7'-5' r-3' 145 7'-3• W-9• TO GLASS 150 7'-2' 5•-7' r-4- 7-D 150 76-2 5'-7' 155 7•-0' 5'-5- r—z 6'-9 155 7'-0• 5'-5• 1 THRU 3 1"160 W-17- 5'-2' r-7" 6'-7" 160 6'-Il• 5'-2• 165 G-SO' 5'-1' 7'-G' 6'-4 16.9 1 6'-10' 5'-l' 170 6'-9' V-11" 6'-2' 170 6'-9' 4'-7l' 175 6'-T 4'-9' 6'-9' 6`-0" 175 6'-7" ' 4'--59"" 18 6'-6' 4- ' 6-8' 5'-70" 180 4'-8' 15 6'-5' 4-6' ' 7 ' -5' 4'-6" H V BLADE 190 6 185 6' 4'-V, 6-6' 1'-6' -4'190 6' 4' 195 4'-3' 6•-5' 5'-5' 195 6'-3- 4'-3' 200 6'-2' 4'-2' 6'-4' S'-3" 200 6'-2' 4'-2' zos 6'-t' 4'-1' 6'-3" 5'-1' 205 6-t ,41 FLORIDA BUILDING CODE(HQn High Velocity Hurricane Zone t+ �"\ •'•''• - 02017 TILTECO,WC, ,t'\Q'••,4\��p'�• y�,$ 02017 EASTERN METAL SUPPLY, INC. TY F = BERTHA HVTM Accordion Shutter Sy stem L O AnS,S,A V. BLADE#1 W/OR W/o H.V. WINDOW BLADE American Shutter systems TILLIT TESTING t¢ ENGINEERING COMPANY Y MY.H OEscaPrlOn Garr ORAYTI By MJLY. L.G. ,(• (y 1`A 6155"-Jata se,st•,305,VKQnA GARODM FLORIM 3310 ASSOCIation, Inc. l OLD 15-085 7/27/1 GATE: 07/27/17 n .• Pb—:(305)871-1530,Fax;(305)871-1531 4268 Westroads Drive 2 p•�••p••"��\ MGM a-maa:ultecaeccl:com West POIm Beach, FL 33407 3 DRAWING No ",.u/O1Y/1�.�'/,t''L WA, .1,Ci�L1TiJr.P.E. 4 �7- 07 P.E. SEAL�S(GNA�fURE/DATE FLORIDA Uq$aa167 5 SHEET 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) ScHEDU F FOR A RAN SHLMR SPAN A.S.D. DESIGN NEGATIVE PRESS R RAT,N AND A CaQRRESPONDING Tv�Oti jJNG TYPE FOR CONCRETE OR GONCKEP ANCHORS SPACING ND POURED CCNCRETE ZSEE DD91mc.Cs A,B,1:,D AN F oN St ,6 POURED CONCRETE CONCRETE BLOCK TA OR SPAN A WRLL HEADER MOUMING A MALL 1tEFQER SSOUNF11,V5". WALL.HEADER MOUNTING D VfALL SILL. UNTING D 1VALL SILL MaUN ING 0&F WALL HEADER/SILL TAPCON WITH ADVANCED VSC W/ MOUNTNG THREADFORM TECHNOLOGY (n) A50.DTSRRt tEU hE PR6Yu E RAILtiC( ASA @S{R NECATM F R RFZ S Asp OMLM BEsam£FRc'5SE RA914 PM ASD,DE£C@ NEGM PRESSJRE RAMS . ARD,DtSOv FSGO lc FRMSE RO gD Asp.OESTS7 n camE PRE RNO7C ALL POINTS SOLID-SET 30 40 60 7S 90 120 160 205 30 40 60 IS SO 120 16a 2D5 30 40,16775 90112011601205 30 40 60 75 9Q t2q I60 205 30 40 SO 7S 90 12D 160 20S 30 40 60 75 90 120 t60 20S 14 f2 10 9 e e 6 6 14 t2 '10 9 B a 6 6 14 12 to 3 6 $ 6 6 [141.0 t0 4 fl d 8 - 14 12 10 s a a 9 5.5 8 @ 8 8 a B 7 5S BLUE TAP 3•-a" to 72 10 9 B 8 @ 6 14 12 10 9 8 e 6 6 14 12 10 4 8 8 6 6 10 9 8 d 6 8 I4 12 10 9 8 a 6 6 $ @ @ 8 @ @ 8 @ TAPPER+ OR /4 f2 10 9 8 e 6 5 14 12 10 9 e e 6 6 t4 72 10 9 S 8 6 6 t0 9 a 8 6 3 11 12 10 9 8 e B e $ a 8 8 $ 8 a 6.5 /4 ,2 TO 9 8 8 6 6 14 12 10 9 B 8 6 6 14 t2 t6 4 a 8 6 6 Sp 4 $ 8 B - 14112 f0 9 B 8 6 1, a a 8 B 8 B 8 7 ib /2 10 9 8 e 6 4 14 12 /0 9 8 e 6 6 fa. t2 TO 9 8 6 6 6 t0 9 9 7 1! 12 tQ 9 @ T 5S - a 8 8 8 8 7 5.5 44'-0" t4 /2 .t0 9 8 8 6 4 14 ,2 10 9 8 g 6 6 I4- t2 10 9 @ 8 fi 6 ' tp 9 9 a SS - t4 t2a 6 6 8 H 8. 8 e e 8i4 12 T6 9 8 8 4S - 14 IZ t0 9 @ 8 6 4 to l2 lO 4 a 8 B 6 tQ 9 .9 @ - - /4 T2 t0 4 e 8 g $ 8 $ $ fl e &S14 ,2 10 9 e e 6 4 ,4 12 10 4 $ 8 6 6 2< i2 tQ 8 8 a e 6 l0 9 8 a - 14 12 10 9 8 e 6 B @ H 8 8 g 7 SSf4 12 SO 9 8 8 45 - 14 12 10 9 8 6 6 35 i4 12 t0 9 B 8 6 6 tO9 ?5 - - t4 121097.55.5 - @ g 8 a 8 5.5 4 314 12 10 9 8 8 4S - 74 I2 10 9 8 a 6 3s t4 t2 lD 9 a a @ S ID 9 @ 7 - l4 t2 10 8 a a 8 - a a a a 8 * SEE ANCHOR 14 12 /0 9 8 As - - 14 t2 s0 9 8 8 <S - t4 is ep 9 8 a 6 5 10 9 @ 3 - to 12 10 8 e ] - a @ a @ 8 7 5 4SPECIFICATIONS /4 /2 10 9 8 8 4 - 14 ,2 lD 9 8 8 6 35 t4 t2 10 9 8 8 6 a 10 9 8 - - - la 12 10 9 @ T9 - - 8 a B H a 7.5 5.5 4 ON SHEET ,3 /4 12 10 9 8 5.5 3 - 14 12 90 9 e 11 45 - y4 12 10 9 a 8 6 6 it 12 9.5 1,5 4 - 14 12 10 7S a 35 - 8 8 a 2.5 6.5 4.513651 6'-a- 14 12 TO 9 g 55 - - 14 12 10 9 8 H 43 - 14 12 10 9 a a 6 8 is 12 IQ 9 8 4 - 14 12 10 9 8 8 4 a 8 8 8 8 6 8 7.5 /a 12 iD $ e 3 - - 14 t2 lD 9 e 8 - - 14 12 10 a a a SS ]S 14 12 10 9 4.5 -> - to 12 10 9 7.5 a a 8 8 8 7S 9.5 4 7 /4 I2 10 4 8 5 - - 74 12 90 9 8 8 4 - t44 12 to 9 a a 6 9.S 14 12 TO 0 5 - - I- 14 12 110 9 e 4S - a `8 a 8 a 6 45/4 12 /0 9 B 4 - - /4 12 10 9 a fiS 3 - 14 t2 t0 9 8 @ 6 - 14 t2 a 4.5 - - 14' 't2 H 6S S.S - - - B a 8 65 5S 4 7 7'-O" f< ,2 10 9 8 a - - l4 12 70 9 8 65 3 - 14 t2 to 9 4 8 6 l4 t2 TO 9 6 - 14 12 10 9 8 7 $ 8 a 8 8 e 7.5 6 14 t2 10 9 4S - - - 14 12 t0 9 8 4 - - 14 t2 t0 9 $ 7 4 - 14 t2 t0 S5 - - - t! to 10 8 6.5 - - _ B 8 S 8 aS S 3.5 - f4 /2 70 9 7.5 75 - - 14 12 10 9 8 6 - - t4 12. t0 9 @ a 6 14 t2 10 6 - -. - 14 t2 IO 85 7 8 H $ 8 ? S 4 14112 1101 9 5S 3 - - 14 12 ,0 9 8 45 - - t4- t2 20 9 8 6 - 14 II 1 - - - 14 11 - 8,-0" 14 12 10 9 a aS - - 24 12 10 8 @ 8 _ _ I4 t2 1O 7 a - - t4 12 10 $ @ $ 8 8 8 ZS 1 4 ♦SEE LIMITATIONS OF USE FOR 14 12 ,0 5S 3 - - - 14 12 ,O 4 e - - - t4 t2 y0 4 H 5.5 - - t4 t2 e.S 3 - 11 12 BS 7 1 - - - 8 H H T 5.5 4 3 BIADE to ON SHEET 19 /4 12 70 9 5 - - - 14 12 IO 9 8 12. 10 9 8 -8 - 44. 12 A$ - - - to t2 9.S 7.5 4.$ 4.5 - 14 12 t0 88 4.5 - - - ,4 i2 10 9 7S - - t4 t2 10 9 8 - - - t3 4S a - - - 13 9.5 6.5 S e 8 &5 S 4 3 9,-0. i4 12 t0 9 '7-S - - - 14 12 10 4 8 - - - 1<. t2 1Q 5 - - - yd 12 IQ 9 SS - 8 a 8 8 @ 6.9 B 3 I4 12 aS 4 - - - - 14 12 10 4 <.5 - - - 14 12 10 9 7.S - - - la 11.5 aS - - - - 14 11•S 1.5 6 a 8 7.5 6 S 4 14 12 10 6 4 - - - 74 t2 10 a 7 - - - 74 '12 IQ 9 a - t4 12 5 - - 14 l2 $ @S - - g $ @ 6S 55 a 14 72 8S 5 35 - - - 14 12 10 a 55 - - - 14 t2 tO 9 8 - - 1.55 8.S _ _ _ _ _ LS a5 5.5 - _ - 8 e 55 �4. _ - 10'-0' 14 12 9.5 S 3.5 - - - 14 12 t0 9 55 - - - 14 t2 10 a a - - t4 12 ? - - tk_t2 SO 75 5 @ 8 ff 6 fl 7.5 - /4 ,2 5S 3 - - - - 14 12 10 6 3 - - - 74 42 ,0 9 6 - - 14 OS J - - - i! 10.9 7 19 - _ 8 8 T 56 48 15 14 72 9 aS 3 - - - la t2 10 9 5 - - - t4 12 t0 4 8 - - 14 -ti - _ _ - - 14 1t 7.5 - 8 8 14 72 7 - - - - 14 t2 90 - - - - - t4 12 10 - - - _ 10.5 8 - - - - - - D,9 8 5 - - - _ - a 8 S 4 3.5 - - T1'-0" /4 12 4 - _ - - - 11112 10 - - - - - 94 t2 IQ - - - 14. f2 9 - - - 11 12 f0 - - - - _ g 8 a a a 14 t2 10 - - - - - 14 72 t0 - - - 12.5 9.5 - - - - - - 2.5 9.5 8 - - 8 23 6 �5 4 J t4 12 6.5 - - - - 1a 12 t0 - - - - - 14 12 to - - - - 13.5 10 - - -1�4 la 10 7 H a T 9.S 4.55.5 - - - - - 14 ,2 10 - - - - - 14 t2 tP 8.5 T QS 7 3S - - _ _ - a T 0.5 J.5 3t4 12 ✓S - - - - - 1a 1T f0 14 12 10 14 l2 4 _ _ _ _12�-0" l4 12 3 - to12 e - - - _ _ _ - - .-- _ 14 12 10 _ g a a a 8Ia t2. Ip - - - 1S&S -• 1.S 12 1 - - H a 5., a.5ib 12 S - 14i2 FO - - - _ _ t4 i2 tp - - - 9 4.5 - - 115 a,5 - - - _ a a 6 5 4 HV BLADE OR HV BLADE t4 t2 _ _ _ _ _ _ is t2 - _ _ i4- 12 - _ _ _ _ 4 473 _ _ _ 4 a5 - - - S a5 a5 15 3 - ,�•_D. ,4 12 - - - _ _ _ I4 i2 - - - - _ _ t4 ,2 - - - - - ,a ,x - _ _ „ ,2 _ _ - a @ a $ a 45 W/ (� HV WINDOW BLADE 74 10 _ _ _ _ _ 14 72 _ _ _ _ _ 14 t2 _ _ _ _ 0,S 5.5 - - 0,9 8 _ _ _ _ _ $ 8 5 3 J.5 - 1 F1/14 12 - - - - - - t4 12 - - - - - - I4 t2 - - - - 1y,6 6 - - - it.5 8.5 - - B 8 5.5 4.S14 12 - - - - - _ ,4 ,2 - - - - _ _ to1x - - _ _ _ _ 6 3 - - - H 6 - - _ H 6 a. 3 WORKING IN UNISON 14'-0' 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 14 a - 14 12 - - - _ - 8 B. 6 @ 7.5 414 7 - - - - - is 1x _ _ _ _ _ _ 14- 12 - - - - o < - _ _ 10 7.S - - - @ IS 5 ! _t4 f/.5 - - - - - - la t2 - - - - - - y4 12 - - - - 0,5 0.5 @ _ - - a 85' 4t4 - - - - - - - - t4 - 7.57.S - - - -15'-0" - - - t4 _ - - - t4 - - to -44@ _4 - - - - 14 - - - - - - - t4 - - - t0 -iB•-0" 1: _ = 14 - _ _ _ _ _ _ iy _- - - - - - - - 14 @ -14 - - - - - - - 14 - - - - - _ - 1{ _ _ _ $:s _ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 117� 1 . ••, C�>.`•� 02017 TILTECO,INC. *2017 EASTERN METAL SUPPLY, INC. 1tENsBERTHA HVTM Z:T�1:11�-CO ,,,, A,,S.S,A. Accordion Shutter System KV MADE#1 w/OR w/o H.V. wtr®ow RAE)E American Shutter Systems Cl TILLIT TESTING & ENGINEERING COMPANY y No DESCRIPTION DATE DRARN BY: LC. .[9•'� ,qy . >> 8355 N,Y/,761M 61.,file,J05,�IRGINIA GW09LS,Fl0Alp1 33ie Association, Inc. 1 OLD 15-085 7/27/I7 DATE 07/27/17 4y Ph-P;(305)871-1530.Fod;(305)871-1531 4268 Westroads Drive z �`s'•• ,,„, •'��4 111 4-mcR;tBt...C I.- West Palm Beach, FL 33407 3 DRAWING No WALTER A TILUT Jr.P.E. 4 7�l0! P.E. SEi1L�916NAtURE/DATE FLORIDA U,1 44167 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING fin.) SCHEDULE FORA GIVEN MAX SH ITT t R cPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.O.DESIGN NEGATfVE PRESSURE RATING AND A CORRESPONDING MUM n?E FOR rxlurh OR CON+REIE,_K INSTALLATIONS (SEE MOtWONGS E;G.&H on SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALT..BE AS FOLLOWS: POURED CONCFMWCONCFME am POURED ODNCREIE (A) TO EX6RNG POURED CONCRETE:(Aral.t'c>3 kgi) OE WALL SILL MOUNTING G@ CEILING MOUNTING @ FLOOR MOUNTING -- 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER;(Min.t'c=3 21i) SPAN ANCHORS VACIN FY:END - 1/410 a 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED HY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Pc=3 Lsi} 00 DESCI IaFA E Wt6SME RIZG( .D14GI ASCAAYE FR'�St;,1E RRi.NG SD.0L37EM AEGt10.c FREAU.ff PACx(p- TAPCON OR - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 9Y FLORIDA FASTENERS DIRECT,INC.(Min.t'c -2 ksi) 30 40 60 75 90 tZ0 160 205 30 40 60 75 9a t20 160 205 30 40 6O 75 90 120 160 203 TAPCON lthitl ADVANCED - 1/4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,SOLT&SPEMW 14 fz t0 9 s 6 6 55 14 •12 70 9 8 e 6 6 to 12 l0 9 8 8 @ s THREAOFQRM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCKTWN.WC. 3-0" 14 12 10 9 8 8 6 6 to 12 t0 9 6 8 6 @ la 12 IQ 9 8 8 @ 8 (Min.f'c-3 ks:) OR IE55 /4 12 f0 9 8 B 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 @ g ALL.F'OEN15 SO110-SET /4 112 110 1 9 1 e 81 6 1 7 14 12 10 9 B 8 6 6 14 t2 10 9 8 8 @ 6 BLUE TAP W/CAP NOTES: 14 f2 110 1 9 1 8 7 15.5 3.5 14 12 t0 9 8 e e 1 6 t4 12 10 9 8 8 s 5 TA PER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 f2 10 9 e B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 e e 6 5.5 ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-O' 74 12 t0 9 8 8 6 4 14 12 10 9 e 8 fi 14.5 la t2 10 9 8^"S 4 3,5 14 t2 t0 9 e 8 6 0.5 14 12 to 9 8 8 fi 5'S is 12 tO 9 8 6 6 4S A2)MINIMUM EMBEDMENT OF 1/470 c 3/4'ALL POINTS SOLID-SET ANCHORS SHALL.BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT SEE LRSyTAttp21S CF USE FOR INTO STUCCO St1ALL.! PiytMTTFEII.1/4'0-20 S.S.MACHINE SCREW USED SHALL.BE t t/2"LONG MINIMUM SHOULD STUCCO 14 t2 fo 9 75 5S 3.5 - 14 12 10 9 e e 6 5 14 12 t0 It 8 7 5.5 4 EX15T:AND t"L9N9AUM FOR WALLS WITH NO STUCCO. /4 12 f0 9 8 8 6 6 ti 12 10 4 8 8 6 55 t4 72 f0 9 8 8 6 f.5 @�E l� =�13 5'� 14 /2 10 9 e 7 4 - t4 t2 10 9 B 65 5 '35 14 12 t0 B 0.5 B A3)IN CASE THAT PRECAST STONE;PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 t2 t0 e 8 75 45 - 14 12 10 9 8 8 6 45 t4 t2 70 9 e 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 95 75 85 4.5 - - la 72 10 9 e ]S 55 4 14 12 70 9 B 6 4.5 3.5 NOTES AI)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR Bin WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-O' T4 f2 t0 9 e e 6 - t4 12 t0 9 e e 6 5 14 12 to 9 8 6.5 5 3,5 INSTALLATION INTO EfFS t'BIH METAL STUDS SEE SHEET 20. tt 12 10 9 75 5.5 3 - 14 12 10 85 7 3,5 4 3 it 12 8 0.g CS ♦ 3 14 t2 /0 9 e 6 - - t4 t2 t0 9 8 s:3 5 75 t4 12 t0 85 8 3 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) .4 12 8 65 5S 3 - - 14 12 10 9 8 65.45 35 14 12 i0 8 d 5 J5 3 - 1/4°0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 7._0• 14 t2 10 9 e e - - T4 12 to 9 8 7 5 4 1f t2 t0 9 7,5 5$ 4 9 - 1/4"0 a.3/4'ALL POINTS SatJD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 t0 8 65 4 - - 14 12 9 75 6 45 35 - /4 RS T 5.5 4.5 3S - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED HY FLORIDA FASTENERS DIRECT,INC. s4 t2 f0 8.5 7 4 - - 14 1z W 9 7.5 55 4 - 14 12 9 7 7.54,5 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY p01VERs FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 1t 7 55 4.5 - - - 74 t2 fa 9 7.5 55 4 - 14 12 9 7 6 4,5 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSCCATtaro,IIUG t2 10 4 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 a 6.5 5 313 - NOTES: 14 t2 85 7 6k. 3 - - 14 12 a 8 65 4 3 - 1 9.5 6 5 4 3 - BA)MINIMUM EMBEDMENt INTO CONCRETE BLOCK OF TAPCON,BLUE TAP V//CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TRPCON 14 t2 95 75 6 - - - 14 12 95 8 65 9 - - tM1 12 H 6 B.5 p - -. 9.5 6 WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1". 136.55 35 14- - - 12 to 8 6.5 5 - t4 12 8 6S 5 ! g._0. t4 12 to 9 1 s - - - 14 12 10 9 75 4.5 - - 14 12 85 7 5,5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"0 a 3/4'ALL POINTS SOLID-SET ANCHORS SRALL BE.ENTIRELY EMBEDDED INTO THE,CONCRETE BLOCK,NO 14.ILL 7.5 6 4 - - - 14 tt 7 55 5 Sg - - tt 8 5.5 4,5 3.5- - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4"0-20 S-&MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 65 a5 - - - 14 7 8S 2 7 55 4 - - 14 105 7 &5 1 a 45 n - EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. fTs 85 SS 4 - - - - 14 12. 4 7 6 45 - -. 14 11 7 5.5 4.5 3,3 - 74 t2 SO 9 7.5 - - - /q. 12 TO B 65 S - -. 14 12 8 8 9 a a3)IN CASE THAT PRECAST STON-.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, /4 50.5 7 5 35 - - - 13 9.5 6.5 5 4 3 - - 10 7.5 S 4 a - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FLASHES.ANCHORAGE SHALL BE AS INDICATED ON I tT 75 55 - - - - 14 1.5 9 e g 4 - - t2.g 8.5 B S 4 4 - NOTES ELI)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS VAIN OR WITHOUT METAL STUDS CONSULT is ENGWEER[0.5 e 5 - - - - - 14 12 6 6.5 S5 4 - - 13 t0 6.5 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-O" 14 t2 f0 - - - - - 14 12 9 7 6 4.5 - 14 t05 ] 5.3 4,5 35 - 25 95 5 - - - - - 12 o s 45 4 3 - - 9 7 4.9 3,5 3 - - - (C) ANCHORS SMALL,BE WSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. ft t0 7 - - - - I4 t0.5 7 5.5 45 - - 115 85 s5 I,5 .75 - 95 7 4-5 - - - - - 14- 15 7.5 s 5 - - - 12. 9 6 a9 a -. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 TO - - - - - t4 t2 8 ss 55 - - 13 10 6.5 5 4 - - QGE DISTANC, VERcUc conrl(yC cru DULF FOR ANCHORS tt5 85 45 4 .3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE RSTANCES tt10iCATEE7 IIFLOYl.FOR E.D.LESS THPN THE INDICATED,REDUCE ANCHOR SPACI,, t35 45 B4.5 @5 5 4 - - OS 8 5 4 - BY MULTIPLYItft SPACING SHOPN ON SCHEDULE BY THE FOLLOVRNG FACTORS. 9 6.5 - - - - - - tt I05 7 5.5 4.5 - - - It 8,5 55 4.5 35 - - - REDUCED SPACING OBTATIED USING FACTOR SHALL NOT BE LESS THAN MINIMUM S?ACING INDICATED FOR EACH ANCHOR TYPE. S3•-0" 14 12 - - - - - - 14 IS].5 6 5 - - 12 4 6 45 4 - - - FACTOR OS 8 - - - - - 10 7.5 5 f 3 - - - 7,5 5.5 q J _ _ ACTUAL TAPCON WITH ADVANCED TAPPER+ 125 aS - - - - - - 12 s 6 4,5 4 - - 9.5 7 s 4 - - - EDGE TAPGON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - 95 65 7.5 5 4 - - V BLADE DISTANCE MIN.SPACWG 14•-0` t4 I2 - - - - - - 74 t05 7 55 - - - - li 8.5 5.6 4.5 - - - ED. MIN.SPACING>3" MIN.SPACING=3' MIN.SPACING=3 1/2' MIN,SPACING=J' 3 3/4" 4- To 75 - - - - - - 9 7 4.5 35 I 7 5 3. 3 - - - V E POURED CONCRETE& PDltn ATE k4.00t POURED CONCRETE& POURED CONCRETE&Pp80DCONCRETE l7FAtE7E STOCK CONCRETE BLOCK WN ER=3 t Nt1 E0..2 1CONC ft5 8 _ _ _ _ _ _ 11 8 55 45 - 9 8.5 4S ' V DOW A'JL EQ.:.3' /2" Ott R 38LOCK CON NRETE SOCK 152t ED-'3 1,/r TAR E -2 t/2'12 9 6 - 9,5 7 4, 35 10 65 - - - 0.5 8 5- - - - - BLADE WORKING 3' 1,0 0.90 1.0 0,78 '1.0 0.84 1.0 8.5 65 4 - - - 6,5 5 3 - - IN UNISON2 1/2" - OBt10 - 067 1.0 10 - t05 eS - - 8.5 6 4 - - _ 2' - 0.71 0.51 7 - - - - - - - t5 0.5 ss - - - s s5 44 - - - - 1 3/4' - 0,91 0.43 16'-O' 8 _ _ _ _ to 65 t0 7.5 5 _ _ - - 6 4,5 3 _ 1 1/2' 0.35 - - - - 0.35 e-` - - - - - - - 9S T s - _ ,' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,AA1A) Az" ••d�, � 82017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. "L.L�FA+. { t�; BERTHA HVRd Y 1 L E C O l A S S A Accordion Shutter System a Q ■ ■ ■ ■ FLV. BADE#1 W/OR W/0 H.V.WNWN BLADE ..1.1 : American Shutter Systems 1 wR.• oF� �, TILLIT TESTING & ENGINEERING COMPANY Y EV.No DESCRIPTION DATE DRA'AN BY: LC. t ; 6355 N.1'f.S6tn,St.,Sta.]O6,MRCCvW GAROO;S.FLORIDA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 O1 Phone:(305)871-1530.F.K:(305)871-1531 4268 Westroads Drive 2 0 1 •••°tt4, P e-mo;c FI14co7ooLcom West Palm Beach, FL 33407 3 DRAWING No r� V 1l EB-00067t9 17-1^7 L7't�••'••....... ` V \�¢ 11 Y+ALTER A.TLLIT Jr.P.E. 4 RE EDA�� �JL4T{')RG`DATE FLORIDA Uo.§44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR*-SPACING (in.) eruFnH11 Ana a rn r 1 uev ew nTco AS,D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPEFORCONCgETEOR CON-BETE B 0 K INSTALLATIONS (SEE MOUNTINGS 1.J.K B L 0..4 SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS ZACIN- I EMQ 1 7rax oven� t T1iENCH MA)mIUM 9LNn QRNNGUARD MOUNTING (R)WALL/FLOOR MOUNTING QWALL/WALK OV.R MOUNTING SPAN am cam tr=.s 1 Wk's DWI n WIVE PR=RE RATIIM TAPCON OR (to _ (P+ASA 0€ii RECiFW FRSSU.Z kwgla'0(ps ASD.6E5GN KGAMZ PIKSM MR*(,,t TAPCON YffiH ADVANCED 30 40 60 75 40 E20 160 T05 30 40 60 75 9071201160 201 30 40 60 75 80 120 160 209 30 40 60 7g 90 120 160 205 THREADFORM TECHNOLOGY _ iS 1Z 10 9 8 H 6 6 12 12 12 12 12 1.5 BA 6.5 7 7 7 ) T 7 5,$ 5 5 5 5 5 5 5 9 ALL POINTS SOLID-SET 3'-O 14 12 10 9 II 8 e 6 12 12 12 12 12 12 9.5 7 7 7 T 7 7 T 7 7 5 $ 5 5 5 5 $ 5 LESS it 12 10 9 8 e 6 6 12 12 12 12 O.s e 6 4,5 7 T 7 7 7 T 7 6S S 9 5 5 5 3 5 9 BLUE'TAP 14 12 70 9 e 8 6 6 12 12 12 12 12 10 7.5 6 7 T T 7 7 7 7 7 9 g S 5 9 5 $ 5 TAPPER+ 14 12 10 B 8 B 6 6 12 Iz 12 12 15 85 65 5 7 7 7 J 7 7 S5 ♦ y 5 5 3 9 S 5 a 4'-0' I4 12 10 9 e e 6 6 12 12 12 12 12 9S 7 53 7 7 7 7 T ] 7 ] s 5 5 S S 5 5 g 14 12 70 9 8 H 6 6 12 12 12 95 8 6 4.5 35 7 7 7 T 7 T 8.5 5 $ $ $ 5 5 $ $ 5 74 12 10 9 e e 6 6 12 12 12 12 10 7,5 55 4 7 7 7 T 7 7 2 S5 S 9 S S 5 5 5 s /4 12 10 9 8 e 6 e 12 12 12 11 9 7 5 4 7 7 7 7 7 5,5 4 3 5 5 S 9 9 5 4 3 5'-O" 14 12 20 9 8 8 e B 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 T 5 5 55 5 $ 5 $ 14 12 10 9 8 B 6 6 12 12 9.9 7.5 6 4,5 JS - 7 7 7 7 7 7 g 135 5 - g S 9 5 5 a 14 12 FO 9 8 8 6 6 1T 12 12 9.5 8 H 45 7 7 7 7 7 7 9.5 a S 5 5 9 9 5 4 '� SEE RNCHOR 14 12 t0 9 8 e 6 e 12 12 1.5 9 74 5,9 4 3 7 7 7 7 7 45 J.9 _ 5 515 3 9 4.g 3.5 - SPECIFICATION$ 14 12 10 9 B e 6 6 ,2 12 12 f0 $ 6 4.5 35 7 7 T 7 7 7 7 7 5 S 5 5 5 5 5 5 ON SHEET 13 14 12 I0 9 8 H 6 6 t2 I12 8 6 5 4 3 - 7 7 7 7 7 55 4 - g g S 5 5 5 4 3 14 ,2 10 9 8 B 6 6 12 12 ID 8 6.5 5 75 - 7 7 7 ] T e aS _ 5 5 g S $ 5 4.5 - i4 T2 10 9 8 e 6 6 12 12 10 8 65 5 3S - 7 7 T 6S 5.3 < g g g y g A3 - S 7.-0" I4 12 10 9 8 e 6 6 12 112 +2 85 7 9 4 3 7 7 7 -7 7 7 7 1 6 $ 9 S 5 5 14 12 10 4 8 II 6 6 12 t0 65 5 4.5 3 - - 7 7 7 7 6,S 5 3 g 5 9 S 514 12 10 9 H s 6 s i2 11z as 7 $5 4 - _ 7 7 7 7 7 5 - - s 5 S 5 y 0 VALID ONLY FOR U? TO +70, -75 1{ 12 10 9 8 e 6 - 12 i2 8.5 7 5,5 4 3 - 7 7 7 5.5 4.5 3 - - 3 5 S 9 4.5 3S - PSF A,S.D DESIGN ?RESSURE e'-O" a rz so 4 H +z 10.5 75 s {s as - 7 x J x 7 7 7 4 5 s s s 5" s s s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 S.5 9 - - g 9 5 3 5 4 7 -_ SCHEDULE T [14 t2 10 9 e e 8 - 12 11 7.S B g _73 - - 7 7 7 7.5 8 4.5 - g s 5 5 9 4.5 _ #3, SHEET 11 1Z 10 9 8 B - - 12 11.5 74 6 5 J.S - - 7 T 85 5 4 g 5 5 5 4 7 B,_O" 12 10 9 8 8 - - 12 12 2.5 6.5 5.5 4 S - 7 7 7 7 7 7 6 3 5 5 S 9 g S 5 5 12 10 9 8 8 - - 0.5 8 5 4 3.5 - - - 7 7 7 e 5 35 - 1 5 5 5 S 9 4 3. 12 10 9 6 8 - - 12 ,0 rsS 5 45 - - - S 4 12 IO 19 H B - - 12 05 7 5.5 45 3,5 12 10 9 8 e - - 12 11 d9 6 5 3.5 - - 7 7 7 7 T 7 4.$ 4.5 T2 10 9 H e - - 9S4.53.s ] - 7 17 7 95 4.5 - y .12 to 9 8 B - - 12 9 6 5 a - - 7 7 7 8 5 12 t0 9 e 8 - - 12 9.5 6 5 4 ] - - 7 7 S 4 J - 1- 5 - 02 ,0 9 8 8 - - 12 to 7 55 4,5 &5$- - ) 7 7 7 ) T 7.5 - g 9 5 5 S 5 S 4 14 12 10 9 B B - - 85 85 4 35 J - 7 7S 4. - - - $ $ S g 4 J t4 ,2 ,0 9 B e - _ tT B S.9 4 - - 7 7 7 5.5 4.5 _ _ $ g g g 4,g - O HV BLADE ONLYTZ 10 e e - - - 1S&5 55 4S ]S7aS J.5 4- 3 9 4.9 J.S 712-0"t4 12 10 9 e - - - 12 8.5 6.5 5 4 J J 7 7 7 7 8 5 g 5 5 S 4S 7S14 12 10 9 8 - - - 8 6 4 3 - 7 7 5,5 4S 35 _ a f 3 4 12 10 9 8 - - - 10 7.5 5 a - - 7 7 6 9 - 3 S 5 {i4 12 f0 9 8 - - - QS 8 5 4 35 - - - 7 654S7-5 _ - 5 f.S 3.9 3 13'-0"14 12 10 9 H - - - 15 H.5 6 45 35 J - - 7 7 T 7 7 49 9 5 5 5 5 4.5 J5 12t09It35 3 - 7 7 5 a 74120 9 It - - - 9 7 4S .75 - - - - 7 7 5.5 45 - 5 5 4.5 - 14 12 10 9 1- - - - 10 7.5 5 4 3 - I- I- 7 6 4 3 5 5 4 ] - - - t4 i2 EO 9 1- - - - 0.5 a 55 4 3.5 - - - 7 7 7 7 ) 4 5 S 3 5 5 5 4 3 t4 12 t0 9 - - - - 65 5 ] - - - - - 7 7 5 J.S - _ - g S 5 a 14 12 10 9 - - - - 8.5 6S 4 - - - - 7 7 5 . _ - - 9 g y t4 12 +0 - - - - - 9 7 4.9 3.5 3 - - - 7 5S J.s - - 5 S JS J 15'-0" t4 12 10 - 7.5 5 t 3 - - 7 7 7 7 7 3.9 - 5 5 5 6 5 5 4 3 14 12 10 - - - - - e If.S 3 - - - - - 7 7 4.S 3 9 S 0.3 J.5 14 1T 10 - - - - - e 6 4 - - - - - 7 7 y _ _ - 5 5 g 4. _ t4 12 to - - - - - 8.5 6.5 4 3.5 - - - - 7 5.5 S.S - 16'-0"14 12 10 - - - - - 95 7 4.5 3,5 3 - - - 7 7 7 7 - 14 12 To - - - - - 6 4.5 3 - - - - - 7 +4 12 10 - - - - - 75 5.5 ,75 - - - _ _ T Syr h, _ _ _ $ y {,g _ _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' d � 9 Y ,14i"kN P�. ••••'•, "1\M C2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. L1G6Ar,s ''.`� BERTHA HVTM Mi ��EcO INC. A■S■S■A. Accordion Shutter System �y KV. BLADE#1 W/OR W/0 H.V. WNDDW BLADE �• (]�f t *; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,N DESCRIPTION DATE DRAWN SY.- LC. L�'',, ,j• �• �' `� 8]SS A1Y.36m,St..Sta.:05,warrw OAR0T715,ILOMDA 331E Association, Inc. 1 OLD 15-085 7/27/tr DATIt 07/27/17 Ph-tt a(705)871-1530.Fa.a(305)871-1531 4268 Westroods Drive 2 10 _-il;tAldroOao!.ean DRAWING No QN�4 d,1T EB-0006719 West Palm Beach, FL 33407 7 p1 17ALTER A TIWT 31,P.E. 4 1 7-107 P,E. SbAq W�NATURE/DATE FLORIDA Lw 44167 5 SHEET 6 14 OF 20 MAXIMUM AS D DESIGN PRESSURE RA71(t) (2,21) AND CORReSPONDINf MAXI mum ANcHOR PACING (In) SCHEDULE FAR A GIVEN MAX, SHUTTER SPAN. NEGATIV A.S D. D SI N PRESSURE AnnG'AND A GORR POPdDIN MOL,"NG TYPE, (SEE MOUNTINGS ON SHEETS is&17). LJ B Z"�- T FZ AT E SOUTHERN PINE No. 2 V!/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH OUT RN PI E No. SPRUCE PINE SPRUC PINE 1/Y A4N, COX 2 W MIN.G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN, G=0.43 W/ MIN. G=0,36 PLYWOOD DOIJ LAS RR Vi/ MIN.G=0.50 W/ MIN. G=0.43 Ly MIN. G=0.36 SPA'(10 WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT 7 WALL MOUNTINGS WALL MOUNTINGS CEILING MOUNT T M. N. O & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS W& X V1 & X W & X P & 0 S&V S&V S&V Ifs Nt7L'S B49EE]11%(,�.) rE99 NOi,S 'EF-zS.!_FA:4 f, DSfl R.acS PF,LaF,r T.kRG(j� S0.TWI1EOGtf R.f r MM^GG(^ a DS967ELTa NglK ESNs( TEOI 6T:IC.T BT F EiCG(31) B➢,21 R,4'a (F!J'BS,Y R51L'.PftSSFE Del;fgdJ MW MWM: MMn FM W)4Sa D=fFOt'.,E PFfS K MG 30 40 60 75 90 OS 3D 4a 6D 75 90 05 30 ad 60 5 40 O$30 40^ 60 75 90 OS 30 40 .6a 75 90 OS 30 40 60 75 90 a5 30 40 60175 90 05 30 40 6a 75 90 OS 30 40 60 75 90 OS JO 40 60 75 90 05 LES 12 10 t0 9 8 8 6 6 6 6 6 6 12. 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 11 8 6 6 6 6 6 6 6 S q 4 e 3 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 q'-0' 12 to 10 9 8 8 6 6 6 6 $54 12 tQ 70 9 8 8 6 6 6 6 6 B 12. 10 f0 9 8 8 8 6 6 6 6 6 6 5 4 a 4 3 72 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 72 5'_p• 12 10 10 9 8 8 6 6 6 6 12 10 tp 9 8 B 6 6 6 6 fi S t2 t0 70 9 8 7 6 B fi b 6 5 6 5 4 4 4 3 12 12 12 12 12 1L 12 12 12 12 12 12 12 12 12 12 12 0 6'-O' 12 10 10 9 8 6.5 6 6 6 6 5 12 10 tD 9 $ 5 6 6 6 .5 5 .S 12 10 10 9 B i5 6 6 B 6 5 45 6 5 4 4 3.5 - 12If;!- 12 12 12 72 12 12 12 12 12 12 12 12 12 12 11 10 8.5 T-0' i2 70 10 9 6.5 4 6 6 6'S 412 t0 70 9 8 3 6 B 6 9 i1 3,5 72 10 10 7 3,5 - 6 6 6 5 a -5 6 5 4 4 - - t2 12 12 12 12 12 12 12 t2 12 72 10. t2 12 t2 0.58.5 7.5 8'-O' 72 t0 10 7.5 4.5 3 6 6 6 5 { .5 T2 10 tQ 6 _$ - 6 6 5 .5 .5 3 12 10 10 4 - - 6 6 5 'S 3.5 3 6 5 4 - - - 12 72 12 12 12 12 12 12 12 12 77 9.5 12 12 1.5 9 7.5 6.5 9'-0" 12 10 10 5 3.5 - 6 6 5.5'.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 It 3 - - B 6 4.5 4 3 3 8 5 3,5- - - i2 t2 12 12 D 12 12 i2 1 9.5 8.512 72 10 8 8.5 5.5 1D'-0" 12 10 7.5 4 - - 6 6 5 4 3 72 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - - 1212 12 12 1. 9.5 12 t2 12 0. 8.5 7.5 12 12 9 7 8 5 I1'-0" 12 10 5.5 - - - fi 6 4,5- - - 12 tO 4,5- - - 6 5.9 3,5- - - 12 10 - - - - 6 5.5 4 - - - - - - t2 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-O" 12 ,0 4.5 - - - �ir *- - L2 1O 35- - - 6 5 3.5- - - 12 1Q - - - - fi 5 3.5- - - 6 5 - - - - 12 12 12 1. 12 12 if 8.576 12 1.5 5IS-O' 12 70 - - - - 12 1Q - - - - 6 4,5 - - - 12 75 - - 8 4.5 - - - - 6 45 - - - - 12 12 12 0. 8.5 7.5 12 t2 10 B 6.5 5.5 12 1.5 .5 4.54 15'-O' i2 10 - - - - t2 7 - - - - '.5 4.5 - - - 12 7 - - - - -5 4.5 - - - 6 3 - - - - 12 12 t2 9.5 8 B 12 12 9.S 7.S fi 4.5 12 9.5 6.5 5 4 15'-0" 12 - - - - - 12 _ _ _ _ 5 _ _ _ _ t2 _ - 12 12 11 9 7.5 5t2 12 8.5 7 6 4 12 9 676'-0' 72 - - - - - l2 - - - - 5 _ _ _ it. - - - - - S _ _ _ _ _ 6 _ _ _ _ - t2 12 0._B.5 6.5 4 12 i2 8 65 5 3 11. 8.5 5,5 n HV BLADE OR (-1) HV BLADE WZ U HV WINDOW BLADE WORKING IN UNISON* ♦SEE UMrcAft=OF USE Fm RUQE�0E1 SREET 19 + NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -SOUTHERN PINE No,2.VI/Ga0.55(N.D.S) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY LT.X BURBEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUOLAS FIR W/G-O.50(ILO.S.) EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W(G=0.43(N.DS.)EXCEPTION: SEE NOTE 2 SEL(M' -SPRUCE PINE FIR SOUTH W/Gn0.36(N.D.&) 2,ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN'1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2015 SPECIFICATIONS, 4.ANCHORS SHALL BE'INSTALLED FOLLOWRIC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1,111`��.• •. `�jD•oy 02017 nLTECO,INC. 2017 EASTERN METAL SUPPLY, INC. �io �►,� ' r BERTHA VTM aF r IL E C A.S.S.A. Accordion Shutter System FLV. MADE#1 W/OR W/O H,V. W1tMW BLADE •Q ,t p� t* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.R DESCRIPnON DATE Df7A'NN 6Y: LC, 6355 N.w,36iR 51.,St, 205,W2pNN WO,S.FLORCA 3316 Association, Inc. I OLD L5-O85 7/27/t DATE: 07/27/17 Phone:(306)871-1530.Fa :(30)871-1531 4268 Westroods Drive 2 _'sd'j�jA,•" e,\�111LLL . -EB 1;-°ODo.n9L`- West Palm Beach, FL 33407 3 DRAWING No l, 1 WALTER A TILLIT 4r,P.E. 4 17- 07 P.E,^SEQL'fSt�1VA1URE/DATE FLORIDA Lic,#44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR.,(D HV & q& HV♦ BLADES AS APPLICABLE MAX SHUTTER SPAN L•I- O L— FOR INSTALLATIONS INTO WOOD WITH V BLADE 1 ONLY SHALL tJALt FINISH l BE LIMITED TO 105.0 sf. A.S.D. IG PRESSURE RAT NG SEE SHEET 19 FORMAX SPAN & i I TAPCON Y TH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A FORKING IN UNISON �.I`• I I THREADFORr,1 TECHNOLOGY V 1/4 o TAPCON OR =\ t I VI/1 1/2'ALn.PENETRATION r �. \ 11 i r,TAPCON WITH,ADVANCED THREADFORM TECHNOLOGY %\ I OF THREADED AREA TO I; 7 D(6nNG WOOD HEADER, 1 •'�. I S WO 1 1/2'M;n,(SEE OF THREADED AREA TO EXISTING �— J (SEE SCHEDULE 0:1 SHEET 15) �:�" I 1 J WOOD HEADER.(SEE SCHEDULE ON SHEET Is) TO GLASS ' ' 1 4-0-20%3 4'S.S.LFCHINE i SCFY�ULEE ON(SEE I I f / / k (� 1 OR CRl95 W'/1/4•-20 CtGiS �-19 kw BALL OAt Min. S W 12•O.C, G oN SHEET 19 FOR J. I Ittim EXISTING I FEES t)m¢lg , � ti II /� I I I ,� ski t I / \J I T OR 15 'n I'T�T i IVALFINISH N .4ironoNAL. I ) E1usn;NG TARN. , I'' i •: ..�'-�L� �I � I l ..� �i./.�I g 2'%4'Y'OOD i H£AGER REOUIRED I 1 OR 1®� - y i k EXLSILNG RUIN.. o� i Jt Dli EXGlDk s-� L�L SE ON 70 Qt� �E FiFPD�_,t4REO.JiREQ I .}i `'} 1 ;�11 } y ' 114'o TAPCON OR TAPCON VaTH ADVANCED TOGAS(Sri�T I i ' {I ' ` 'I 1 —THREADFOR!A TECHNOLOGY W/ 1 1/2• �-I t FOR BADE SiAAa SEPARATION TO GLASS EXISTING MOOD HEADER. N L PENETRATION OF THREADED AREA TO T GN SHEET � GLASS--{ (SEE SCHEv'lRE ON S4EET, ,1) I 1 I ' i•y ,1 I L `(SEE SCHEDULE ON SHEET 15) Q I l._.��' �i `,1ti , ? �_2'%4•CCNT. SILL PLATE REO'D. G HV WALL HEADER INSTALLATION ON HV WALL HEADEK INSTALLATION OO HV WALL SILL INSTALLATION EXISTING [S-W [ MIN.SEPARADon TO GLASS I I I I. _{ MJ�L SEPARAT[ON TO GLASS 1 ` M.ti SEPARATIOrI TO GLASS I i I 1 EXISi1tJG �--(SEE:SCHEDULE ON SHEET 11)-" QT -(SEE SCHEDULE Oil SHEET tt) i 1 Q }2'JOOD PPLLA7E 1 (SEE SCHEDULE ON SHEET 11) •I CLASS-�`�', I % E%75TING E 1 x REO'D. I i x s G 8 IIan_, -,t/4'0f ZOx3/i"S,S. o k CHIN20%3/4•S.S. VlAIL I ) V.ACH,NE:SCREWS VY/ Itl I USINGCHIr,1/4C�Q NV75 ICI \ FINISH III �(il II •��. .,` it "_.20 NUTS Q 1z- -I k O i2'O.C. �l y i •� -- i 1 °-• I I I e -." I I it L , .,� t7,Ds 18 i i L8 8 •`\ j' ;/a I1 •'%4-CONT 130ft �A�,i i 1311415 2 f 1 1 �• 1 1)11 WOOD PLATE L REO'D, �� 1 G EO E � 11 ` ''' 1 'I '•'� �J`R� l � ��II� II \ ,-Nw•,. •1 � -:'777 � ..31i ,•Min. 1 hi �1•!.:, • III `ti II 1 1'I jilt! I 11 1 �6 }I 1 it! { \ 1/4'G TAPCON OR TAPCON WITH ADVANCED 1 I� I I THREAOFORM TECHNOLOGY W 1 1 1/4%TAPCON OR TAPCON WITH ADVANCED 4 1 2'%4'COr1T, I [ /2• 'i THREADFORM TECHNOLOGY W/ 1/2' L- 1'''1 i M;n,PENETRATION OF THREADED ARM To ., ' .Si...�1;\'.- _ I _„_I 1 4'P TAPCON OR I SILL PLATE L'i•,�{ y `— EXWING t 00D HEADER. 111? k;n,PENEfRA770N OF THREADED AREA INTO PLYYt000 LAPCON MYTH.ADVANCED t��S E StfcEi 4 F02 TYPICAL I IREo'D. 11 I � (SEE SCHEDULE ON SHEET 15) �;' _,a (SEE SCNEOUIE ON Si1EET 45) T 2'MIN, TFLR(:ADFORM TECHNOLOGY SHUTTER fSSEMBt'(, p __ 11 ( ! =tVALL FIrOSH 7{'—I EXISTING MIN.2'x4" / I STUDS® 1'.D,C. TLAX PILMOOD REO'D. l/' 1/2'Alin,PENETRATION Or 2-MOUNTLNG SECTIONS CPA!BE ----��1 { L-Ilr M:N.COX PLYWOOD REO'D. —�D TO BE YW�y RhNISH_\THREADED AREA INTO PLYW000 COtdBND W ANY MY TO l EXISTING ULN,2-x4'STUDS® 16'O.C.MAX.REO'D. ATTACHEDD. TO�STUDS W (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO SUDS IN ACCORDANCE ACCORDANCE WITH OWITH SFCDOr1 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UI�AT ONS OF U OF P HV WALL SILL INSTALLATION ••&� BLADE I\fj ON SHEE-(19 „ "t7 A. ff}f FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11t(F .\� ... �r�'";, 92017 TILTECO,INC. ®2017 EASTERN 61ETAL SUPPLY. INC. '111�P �<c �is� ram` BERTHA HV,, >� LIE LNe. A■SIL,S,A■ Accordion Shutter System /11 KV. BuIDE#1 W/OR W/o KV. ftMW ELADE it'a: _r!�7��4^l� ? TILLIT TESTING & ENGINEERING COMPANY American Shufter $y$}9m5 y.H DESCfOP1011 DATE DRAWN BY. L.C. �L ",Il u�• 1 6353 4W1 39fn,St.,SN,305.MOM CARODA•FLORI 11,11 ASSOCIaflan• Inc. 1 0!.D 15-085 7/27/I DATE: 07/27/17 ifi ti•,• •• •Y� Ptrona:(305)671-15'0,Fax;(304)871-1$31 4268 4Vestroods Drive 2 •.�AItJP!,. 4�Ip a-ma3;tuReae9aoleom Vlest PDIm Beach, FL33407ED- 3 DRAWLING No Qy••••••• it IT G'ALTER A T�ILLR 19c.P.E. 4 1/—1 Q/ P.E}�SEAVL/ 1VL'/DATE RDA LC. ♦44187 s SHEET G 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & - _HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L•t• OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME In ONLY WALL FINISH SHALL BE LIMITED TO 105.0 Rsf, A.S.D DESIGN PRESSU E RA ING SEE SHEET 19 FOR MAX SPAN & D SI N L D FOR I STAI I A ION W T LADE 1 & IRKING I UNISON fl_..—_. ,fa-c TAPca�OR �'�_-� TAPCON%WTH ADVANCED 4•xe'(Mn.)EXISTING 1( Ea Ea 2"MIN.— �."•� THREADFORtd TECHNOLOGY WOOD SENA REQUIRED. r�T/ J / a_— „_ EDGE(IF APPLICABLE -/ "\., Y!/7 7/2"h��.PENETRATION SCRUCTURAL ADEQUACY - ) -•-- OF THREADED AREA TO 1/4-0-20x3/4"S.S_ OF EXISTING WOOD BEAM EXISTING WOOD HEADER. L' PHIIIIPS TRUSS HEAD TO BE CERTWIED BY �__ . )`+ IGn,'� L1ACH:NE SCREWS REGISTERED ENGINEER OR \,/ I _ EXISTING WOOD \ / ; (SEE SCHEDULE ON SHEEE 55) W/ 1/4-20 NUTS ARCHITECT PRIOR TO '�/EQ-T-E "E `;==_ E ® lr O.C. SHtt'iTER lNSTALUTION. I >!f}. ' �! j 1 f2" ----_:w� Y. f2' 7RUSSES RAFTER R9OR 9 1 ' r 1 —„ 1 O.C.REQUIRED 13 DR 1 1/a o TAPCON aR _ � z y IAPCUV WITt1 ADVANCED "� J I. - .. .257' THRE's1DFORM TECHNOLOGY — —� Y __ / ___ 3/4n MarSOFHFfKT. I i Mox. w/ , 1/2-he;-.PENETRATION OF THREADED AREA TO EQ�y-EQ p 1 dx3/4" EO O I PHONAL 1'x4'x1/8'COtR.ALUM.TUBE / 3,ALS. (6063-76 ALLOY)Y!/ i . .-.-.11 DUSTING WOAD HEADER / /�`1I (SEE SCNEDUIC.ON SHEET 15) ®6'a"- 1 1 Or 13 Or lb (3)5/16.0 LAG SCREWS To 1�3 Or 1S EACCHH RAFTERSORT TRUSS, EXISTUdG MIN 2'xb` I AT 'ST114G '�1 HEADER REO'D 1 I i NIDtNDTH OF Damp3 wCOO CLASS (i MIN.SEPA4ATIOPI i0 GLASS I CPEN HOLE AT EACH WIDTH) td1 NUMNAL (SEE SCHEDULE ON SHEET I I) EXISTING 1 STUD TO ACCEPT WIDTPENEH Vl/ OF THRREADEO GLASS--I 5/16'0 TAG SCREW AREA VAUD FOR _1"Jj 1 9 AT CEtiTER OF TUBE 3 INSTALLATIONS WITH 72Vf QS HV WALL HEADER INSTALLATION hfAX.A.S.D.DESIGN LEAD ANG 4l sntiDu E�ai s>r 1 4 GLASS I io l 4("e H 9'-0'MAX.SPAN.THIS 1I FPi 6tFLF�Aw ♦ —i SOfA1L al SHET I INSTAL:ATION IS ONLY VALID NOTES: i aI HIT 19 PoR IDOR� II Fat TUNE Tun* FOR ISODD YI/UA.SPECUTC eIADLsGnc lei � 1 OR CRAVRY or o-w As DOUGIAS 2-SEE SHEET 4 TOR 11cpfj SHUTTER p559,reZy T HV CEILING INSTALLATION -' �--- ® °4 P.SOUTHERN FINE N,_IN ANY WAY ACTIONS CAN Cd1oij, RJ ANY WAY To SUIT ANY 4NSTALlAT16tL __ U V CEILING INSTALLATIO g—` 14N. 1 OR& tdE SEPARATION TO GLASS 11 FOR MA➢EO)AND _I TO i -..J a ON SEIi 1 MIN. I I (SEE SCHEDULE ON SHEET i,) EXISTING I ONN SkKWU 15 FOR I E70.ST6VG G1ASS�, 1 \1 �` OQIrN 1(SEE SCHEDULE I I 1 \_ ION SHEET II) I I 1 1 ALTERNATE I I k WALL _ 1�O'�" I 8LDCATIN EA —� (?;;ASHER HEAD TEK DECK REQUIRED D r; I OR 2".6'UW.WOOD SCREWS p 12" DECK REQUIRED(NO (NO FINISH 1 -- _ __ _ - _ ALLOYED I FINISH ALLOYED) — — - --- ) O `? •; 19 1NNN EDGE OF DECK- --If2" EDGE - �� _� ,-._ _ __ ___ EDGE OF DECK IF APPLICABLE J OF' IF ~-- '- 1 1• 1/4.'0-20x3/4"S.S. - -- _ - APPLICABLE r" -�.- -__ .-- I. APPLCABLE 7APCON OP. PKLUPS TRUSS HEAD - _ --- ----- -"' I"'�'~�l�.J—� _ t ! ( 1 \ TAPCON%IaTH ADVAPICEO N'n. MACHINE SCREWS __-'"2'-A11Nr,��,-._�-_. rx4-CONT. i. __ 1 THREAD -- =---EORdd TECHNOLOGY r_ —"— 1 4'o TAPCON o—__ SELL PLATE 5! 1 - f NOR TA COG WITH ADVANCED.I / / 20 NUTS t v: !/ i 1/Z Min.FENETRAPO,V 1/4 o TAPCON OR TAPCON WITH ADVANCED THREADFORM � THRFAOFORM TECHNOLOGY a! 1 1 2'4£n.REo'o. ® 12 o.c. 2 Nw.—� / / t OF THREADED AREA TO TECHNOLOGY P t H OLOOY Wf 1 1/2"Min, PENETRA;0 OF ENETRATION OF THRA7ED :f T N THREADED AREA TO EXISON3 WOOD HEADER j EXISTWG YlOOD HEADER AREA TO EXISTING W000 HEADER.(SEE SCHEDULE ON SHEET 15) (� (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) O HV WALK—OVER INSTALLATION ♦ SEE LI.MR OF lAE FO.R ov NV WALL SILL INSTALLATION s u+ �s W�HY FLOOR INSTALLATION 017 %yLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P z�' 'T7,.a` TILTECO,INC.INC• 02017 EASTERN METAL SUPPLY, INC. s�'•' �'; BERTHA HVTM j 1 1L E C O �N�. A,S�S��.�� Accordion Shutter System ? T 1 H.V. BLADE#1 W/OR W/O KV. WINDOW BLADE a'•�, (f,� ,! TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAM BY: L.G. '•. inn, A .J'dQ 10 6353 N.W,Thth,St.,SIA.30%MRGMA GARDENS,FLDRDA MI Association, Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 Ph-nO:(305)87 1 1-1530,Fax:(305)871-1531 4268 Westroods Drive 2 1 .-M.4:wt.aaBcoLcom ONAL E8-0006719 DRAWING No s� EN�'� �''1 West Palm Beach, FL 33407 3 PALTER A TILLIT Jr,P.E. 4 1 7—1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA UC.9 44157 5 SHEET G 17 OF 20 END INSTALLATIONS n HV BLADE OR 0 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2'..-_t+•T11V YX�Wt1 STUDS REOII� nCCU STUDS. `• \ \ \ `• \ \ 1/4b TAPCp.Y : F STUDS R'eQT1 ,xC O 6•nC f ,/2-frtY. / , ' .. ,J , :, r 2-.4'iGL \ / FDvv RAiICN O.ip `1\ •:/ f �' ROCO SAMS. i GIN �i 1 rnsras pins y h (AS AF,-LPCA8M PTO o�xly \/ f ( \\ /! r+ \ N snRs ruse 1" ' /E EO\{! /^EriSRt�C3.LS4• �- I. ((/ ExST=pus / � Id:[COS ` �,q EQTSQ ux 3rlo-�a. 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END CONNECTION DETAIL k�7) •O• - •£s-t,•t G-TS-L'�•- G E�'- - fl END CONNECTION DETAIL END CONNECTION DETAIL n END CONNECTION DETAIL y'-A5$G w iEUWn'.D OtLLT[OR SPIJO ORFATLq 1tAY 1Y-p' z"a.• — ��' FEO'D %`1 1/1 t�Cl� 1/a•a Tl4'�C'SI IAO �fvv,-SLL i'TRA E36'II.^+GLASS FEI2IRARCI O tl•O.G %1 1/2"IKR OIB 0.G X O 12" 1Cd R LT 4• 4 • SEE UMRATIONS OF USE rOR TSO,M BLADE 1 10N SHEETt9 6 \ w•v __._"� ----1 1 T ER�3d,:�i�+cR� Ii �5 1... I---�-�-s y nn IIll..�`� I `CE�DR�CQ�ti1C3 Lb'4LL FL� 2 kUMY.'OOD N 1 W l� V-v'O-LSD-L•3w yT/pR 1�E3 VIEW Y to-i3�f7i d3 T�Ss- m"D5 sM*0- nNS,i Q�p- -C w PLAN END CONNECTION DETAIL END CONNECTION D TAI1 DETAIL X - 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' \aP •,.• •, /11• P2017 TILTECO,INC. C2017 EASTERN METAL SUPPLY, INC. -a_ •'�i�ENSF•.'" B RT A HVTM S S ,� Accordion Shutter System L E O 1 N C. RV. &ADE#1 W/OR W/0 H.V. WINDOW BLADE ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV•R DESCRIPTION DATE DRAM BY: L.C. ''• �/1 Association, Inc. , 6313 k,w,36ut sL,St..3Ds,wtcu+w oARDO+s.RORM 3316. OLD 15-085 7/27/1 OATS: 07/27/17 Ph—:(3051871-1530,Pa.;(305)871-1531 4268 Westroads Orive T ss�•..,,•,,•• �,•' a-m E@taac6a19Lcom West Polm Beach, FL 33407 3 DRAWING No 0NAL EN .. WALTLR A.TMUr J,P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FWFMA Ut.#44167 5 SHEET 6 18 OF 20 @og14 /•�G�FNELinL 011AM05 AAD OONDrt10Nc OF USE FOR BERTHA A 1 4 ,�G� L1/tlY_BLADE ACCOROtON cH R S�IDd WORKING IN G `� 4H WITH HV WINDOW RLAD A 1.HAX.A.S.D.DESIGN PRESSURE RADNO:+110,- I I D psf. 2.TAA7C SHURER SPAN:96" 3.ALLOWED MOUNTING&A.0.G&H ON SHEETS 6,7;AS WELL AS z MOUNTLYGS M.0,T.U&W ON SHEETS 16&17. 5 �� �� ��S ONLY CENTERMATFS TH W ®4 OR/�a7�,ARE ALLOWED WITH.Z�/ `-�!° �'-% G:) RMRAI�,ED IN A SYIJGETWCAL OR OPPOSING LAYOUT.N CASE OF OPP@NG �a YGUi,a5r)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CET ERtdA E. TYP.FA END / ♦ * � ♦ � s /• / 5.(A)HV W:NDOW BLADE®SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS d4 ! (3Y H0LF5)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 W11J0 Hv a • / • ♦ (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WND07!11AX ALLOWED AT HV ur BLADE YANOO'N BLAO-c O� +� e/ OF ANY 3'0 HOLE FOR I&SHALL BE 12'. 5 (C)Fu75T OR Ly�T DLApE COLONG OUT FROM STARTERS AT ENDS MAY BE W (D)HY WN00W BLADE @ MUST BE USED ALTERNATE TO A SOLID HV SLADEQ THROUGHOUT SHUTTER'S WiDDL ♦ �I j • + f ` ° / s < E jL[EARMATEllES S DE ALWAYS Of THEME.INSTALLED.ADJACENT TO A SOLD HV EL SEE END T3 (F)POLYCARBONATE HY WINDOW®SHALL BE INSTALLED SO TIK TABS FACE CO0.;:ECTIOiJ / • / • • / �FQ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS fO&18 TYP. / �tlR �'.. ' ONLY NSTALLPD AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10 BIGHT. sr�a :J3 1 a$5 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME zFYP TYP ,4; ti A- BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 3 `9 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS TIRO POURED Vi CONCRETE OR CONCRETE BLOCK WAIL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). D (i'>J(SEE PLAN FOR REQUIREMENTS) 8.AOUMUM SEPARATION TO GLASS SCHEDULE.PER ASOU E-1996_ H 55 T1P TOP&BOTTOMWr :'4-4 0416 !0) WIND ZONE MINIMUM SEPARATION TO GLASS --UNLIMITED tADTH - i' ELEVATION MIN,SE`ASAM4 1 TO Guns 1 THRU 3 EXOSlT:7G GLASS SF:.SCHEOU.E ON S7E3 1 F-BLF7}E((T 4 6.25" --•—� A`A 0.V 1t4F SIIEEET FCR ETADe"5�&Q CO) 7YP. SYMMETRICAL CENTERMATES 21 ! l W/ cR STAND W/O (sE�NGTE 4 ABOVE) TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE QA' SHUTTER* — T7'° FIORIM BUILDING CODE(eon High Velocity Hurricane Zone \�1l �•,���V CNVF,'•✓!�;,1 02017 TRTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. A ■�■�■�. BERTHA ter S _•` , � 1 L EGO�m, /r.� Accordion Shutter System. I H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems LAC TILLIT TESTING & ENGINEERING COMPANY y .N DESCRIPTION GATE ORarN n: LC _On ti•.�Lnnlna r'�k,'�'• 639 N.W.361A.St.,Ste._O5,MRONIA WDENS,FLORnA 3316 As90CIOtlOn, Ino. 1 OLD 15-085 7/27/11 DAIL' 07/27/17 FAona:(405)871-1550.Faz;(309)871-i531 4268 Westroods Drive 2 V�ONrr�� t •,11 4- 10;Un4cra000l.c°m West Palm 8eoch, FL 33407 3 DRAWING No ,�`-L�,• EB-0006719 —�O� ,.�' W'ALTRR A TILLIT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FlOR10A uo.d 44167 s SHEET 6 19 OF 20 , 1/2•x 653 G TMGK INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 lGn.ASTIR .0.0 GRADE-00 �•—VA41ES "n•G-60°RLY•16*STEELO 2 '!'.7 43b INTO METAL STUD WALLS 2.0°o Max. METAL SPUDS FT 16.O-C. w 1 O � '--� ®6'O.C. 40 41 ya at _ �`—� 38 * _ 3a 1/4"o NOMINAL GENERAL LIMITATIONS AND CONDRIONS OF USE: / J �{ 12 • FOR BERTHA n HV BLADE ACCORDION SHITTTFR ALUMINUM SLEEVE 1 3/4'�6 1/4'x 0.0,T5•THICK Min.1 43C /�-43a o o x WALLS C00.IT.GAL/'.STEEL TRALK CHANNEL,; 6'O.C. ®6.O.C.^ ,,I SYSTEM INSTALLATION TO al STI I6063-T5 ALLOY ASZM A-653 GRADE 40 Wn.G-60 , SEPARATION TO R -CruFnU E _3.000• GRVANTWO FASTENED TO S7UD5 W/(2)(60/2•ra ScanrS Cr1 I EXIsnrlc Fc41SH 3g t. MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 sf I— Mcx INTERIOR&EXTERIOR FACE ; AS APPLICABiE t 1 ¢�' (P ) N 2. MAX. SHUTTER SPAN: 84- EXISTING GLASS—� MIN.SEPARATION w "4 - -1 A 43c LENGTH+ t — - TO GLASS i 3. ALLOWED MOUNTING: MS ON THIS SHEET. O (�SCHEDULE) 43 1 4"off-20X3" BOLT ,) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c L I , m WITH 21 ARRANGED A SY METRICAL LAYOUT. 6 USE (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 3/ate 6 1/4.a.o3s TwcK Mn,i E%STQNG FlNSN 1 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF cOTIM -65 GRACSTEELE TRACK4011 GHPNNEL AS APPLICABLE i, ! CENTERMATE. 250' OS°• i ASTM A-853 GRpOE SO Mln•0-EO ; 1' GFLVAT02Ep FASTQIED TO SPUDS I ' N scREes ON i INTEWOR&EXTERIOR FACE I 1 `o O 6.O.C.` O 6'O.C. 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C _1_/4"�f ELCO CONSTRUCTION 1 _ - 1/2' 38 CENTERMATE 21 APPLICATION WITH BLADE 12 3b PRODUCTS FAR—LOK HD a , ----- 4 - ,6'x 1 1/2•x 0.035•THICK .s'pAwES W ASTM i-ZGALV. GRADE 40 I - 6' -�• COMPONENTS Mtv AC-60mu GALV.STEEL :.,2�'E72x-, METAL STUDS AT IV o.C. rn.: : WALL HEADERfSILL INSTALLATION EXISTING FINISH AS APPLICAELE SCALE 3/8' 1' 1 1(TTP,TOP&BOTTOM) 1 3/4 x 6 T/4'x OA35'THICK I".— ——. _ - f.CONT.C-ALV.STEEL TRACK CHANNELt EX15TUIG GLASS 1 L_y ------- -- -:. ... (SEE SCIH EDU LO MaI x. II € II N? GAZEFS 'TV' 77 6 0SYMMETRYL GALVANIZED OSTUDS 11/(2)#6:1/2'TEK s-RErS ONSYMMETRYCAL I I MIN.SEPARATION VARIES'CENTERMATES I INTERIOR&ExrERI°R FACE CENTERMATES TO GLASS ° INT RIOR ACCESS SIDE-.'EXTERIOR ACCESS SIDE; _ - ----------------------- IN 3 (6"Min.) ;N -•- -------------- ------- ------------ ------------- _. --- ---------- =--- -----_- - - --'- 1 21 - 21 ' 21 - 21 — � ! 2)42 — — I LOCATED AT 2 j® - ---- ---------------- ------- - -- ---- -----I - ----- -- -- — - �- --- - -- --- ----- -------- I HY HEADER/Silt ENDS z 12 (6'Min.) 24 -- -- - VIEW Y (Cont.) __7 3 1/4'O'yp.) 6 1/2'(Typ) I • -L_ 7" 6 1/2'MAX.SLACK SIDE CONNECTION TO TRACK HYA *�� HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A pt ' ,,A'�t�yam• i( <<� 6'2017 TILTECO,INC, @ 2017 EA-SIERN MEEAL SUPPLY, ITtlC. BERTHA H s A.S.S.A. TM L E C O �N�. Accordion Shutter System 1 t KV. FADE#1 W/OR W/o H.V.W NDM BADE TILLIT TESTING & ENGINEERING COMPANY AmeFican Shutter SyStemS EV.Nc DATE DRAT4 Btt L.C. C 6353 N.W.16th..St..St..105,MRMVA GARDEN&RCr J119 Association, Inc. 1 OLD t5-085 7/27/1 DATE. 07/27/17 Poona:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 o- .71: W DRAINING No �nn •.�fll�l�,,. �*,1,t EB-WO6712 West Palm Beach, FL 33407 s SS�q •••• �•1 ,, WALTER A TILLR Jr.P.E. a 7-1 O7 P.E. SFA� IA E'DATE FLORga Lc P 44167 3 SHEET 6 20 OF 20