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HomeMy WebLinkAboutProduct Approvals 1/20/2020 Florida Building Code Online BCIS Home Log In User Registration j Hot Topics i Submit Surcharge Stats&Facts { Publications ;'Contact Us BCIS Site Map i Links ;� Search , g Product Approval -USER:Public User - S�^3E+t;ar - Product Approval Menu>Product or Application Search>Application List>Application Detail FL# F1-389-119 pECENED fi Application Type Revision Code Version 2017 Application Status Approved Permitting Department St.Lucie Count Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeel ey@eastern meta Lcom Authorized Signature Bill Feeley Irodriguez@easternmeta„�I���C` W ct�®1EE® FOR Technical Representative CODE COMPLIANCE x®®77 MPLI/ NCE Address/Phone/Email ST. LUCIE COUNTY Quality Assurance Representative B®CC Address/Phone/Email Category Shutters Subcategory Accordion my Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. 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. R6 Validation Checklist-Hardcopy Received ,I Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF I FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,'INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF I FL389 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 I , TAS 201,202, 203 1994 Equivalence of Product Standards Certified By I I https://www.floridabuilding.org/pr/pr app_ tll.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-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 FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.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 Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o,window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large'missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top 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 SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.;INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law;email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be dsed for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: E ^; ®99 M https://floridabuilding.org/pr/pr_app_ati.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 213 GENERAL NOTES: 1,BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH HE 2017(W EDITION)OF HE FLORIDA BUILDING CODE HIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF HE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY HE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0,85,USING ASCE 7-10 AND SHALL NOT EXCEED HE MAXIMUM(A..S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU:15, 19&20, IN ORDER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O,DESIGN HIND LOADS AREA 1: HV BLADES 171 BC +fW By MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE PA71NGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONEO CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL 147NOOW BLADE &WINDOW DETAIL -HV BLADE #0214.01-03,80715.01-03.81004.01-05,81214,01-05,00317.02-06,8060901-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASITIA E-1886 AREA 2: HV BLADE Cil AND HV WINDOW 13LADE $A7 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICARF -HV WINDOW SLOE a 80505,01-08 AS PER ASTI E-1886 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 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE (9 ARE ENGINEEREO TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UWATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 814.1.75`RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 1.75,0 k31 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE 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 HV MARKING ON THEIR 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 ksl AND 35.7 ksi FOR END CONNECTION DETAILS I^fi,CONCRLTE/BLOCK SHEET 10 8005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 12 S.ALL SCREWS TO BE.STAJNLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STREN131K ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE# BLOCK SHEET 14 6.BOLTS To BE ASDA A-307 GALVANIZED STEEL,OR AISI 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:ITV BLADE(: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE OO &a WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 !i THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 88'77902.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BUiDEtt A ONLY 9.IT SHALL 8E HE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY HE SOUNDNESS OF HE STRUCTURE WHERE SHUTTER I5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SFAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/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 HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS, AREAm".,.4: HV WINDOW BLADE In ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION,SHUTIER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL S1Wl BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1749.9.2 OF HE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY HE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.ED,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM HE P,EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.£.0..PROVIDED HE/SHE DOES 140T DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON HIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. _ (e)))THIS P.E.D.WILL BC CONSIDERED INVALID IF ALTERED BY ANY MEANS, OBTAIN PERMITS IN THE STATE OF FLORIDA (RESPOHSIBL.E�FOR THFIC EECTS PROPERwUSEBE PREPARED OF THE P.E.D.BENGINEER OF RECA FLORIDA REGISTERED ACINGNAS A ELEGARCHITECT TED ENGINWHICH EERYTO HELL BECOME ED.ENGINEER SHALL SUBMIT THE ENGINEER OF RECORD TO HIS LATTER THEFOR THE SISITE SPECIFIC ECT AMD HDRAWINGILL S FOR RENEW. (o)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL.ENCINEER OF RECORD THAT.PREPARED IT. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone ILII /TM's 020,]TIUEC0.INC. 02017 EASTERN METAL SUPPLY.INC. ATHHAHI TM I* A Accordion Shutter System L E C 0 1ltc. ■ ■ ! a H.V. MADE#1 W/CR W/0 KV.WINDOW WIDE American Shutter Systems WV.N b1zcRlPnoN BATE DRAWN 0Y:/L j T TILUT TESTING & ENGINEERING COMPANY A• V Association Inc. 1 OLD 15-065 7/27/1 tlAM 07 27 17 ;i�' a355Ilw.uv.s1.,Sb.105,NRPNK GWOV4,FtCFW-331b t 4268 WestrGOds Drive x Phone:(305)671-1630.Fav:(30.5)671-t$31 DRAWING No fiS............... 1t11:A a-md LamaQ7 9.ao West Palm Beach, FL 33407 a 17-107 -. SIONAI� ' wAt31n A TIL P.E. SHEET P.E. F,t�svwAYUREJDATE rLOReJA LC.#44167 s of 20 I, X60" 114*-20.11r, ME CAST 45' 2�2n* AT Huo S44 ULWO, 2 PMVED 00 HOUSNO E944EL W(U)pX.120 .9 ORE 'SSTM U08 9— 062" .318 SaISS)cnNV. m A KEYS(MAORM (CHROUC LAUD) 21 PtATEO HY CENTERMATE L UALIFIED FOR USE W/ HV BLADE I LY HV FLOATING CENTERMAJ13zHY LOCK HV MESS LOCK (D 603-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE Q)&CA)ONLY 3OZA* QUALIFIED R W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER (2-31 HV SL ONLY, BLADE(D& Q4�ONLY, CORNER CE 74 0 JALIFIED FOR USE W/ HV BLADE(I ONLY 2",D.D. 6063-T6 ALLOY ANO .... iIn5—10I:- _518" r SHVO 4.04 MOLDED TO n l tSCREly = 1360'AFtEP RIVETNO BEFORE RIVETING 1/4"0--20 x 3/4' S.S. THUMBSCREW 1/4"0-2-0 RIVNUT* *SERIES 0444 AWMNUM(2024-T3 ALLOY)LAROt"GE THN L —2.73(Y'............„ti. SHEET NUTSERT.PART I 062o,As uwuPAcTuRrn ey Awn MT, CHERRY lVaOF01,PAWPPEW.REW JERSEY 07054 OR EQU�L FRONT 0, ts HV MALE "T" LOCK CENTERMATE HV FEMALE "T" LOCK CENT "T" LOCKS W-ALTERNATIVE LOCK LOCK CE TERMATE QUALIFIED FOR USE W/ HV BLADE TONLY ERMATIE HV 6063-T6 ALLOY AND TEMPER LjuALlfmu FOR USE OUAUF7E 0 USE %V/ HV BLADE F QUALIFIED FOR USE W/ H (D V SLADEONLY QUALIFIED FOR USE W1 HV BLADE ONLY E 6063-T6 ALLOY AND TEMPER 6063-t6 ALLOY AND TEMP lY'1.91 HV BLADE 01 ONLY. ,,1 ONLY. 017 "53, 4 IfIUMSTURN .063 CYLINDER OR 214' a .71 6 KEY CYLINDER .545' 0-875*W.. �o I 12V M— HD CENTERMATE W1 NO LOCK100 ROD d2 TE MATE YLI LOC '* w 6 .40IJ -HD Cray w QUALIFIED FOR USE W1 HV BLAOEQ)& UA' QUALIFIED FOR USE W1 HV BLADEGI)& I&A 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD -CENTERMATE'S INSKRI A�Lcf VIALIFIED FOR USE % HV BLADE & 31 1/4 6063-T6 ALLOY NO TEMPER ON *1/2' ($a DE RDER OR KEY CYUNDM 1 57 Ml.. ng—�= - 1175' LO KiNG R-ODIn' QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER C& HV 3/8"0-16 ACETAL 07 ffi 2 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2113 HOOK BOLT LOCK. 7/1 'ARIES S,S. THUMBSCREW OUALJFIED FOR-USE-W/-HV-BLADE(1)& CAI- 5 INSTALLATION,WILL REQUIRE A 7/1 HOLE -IIJUMBSCREWS I CnED�FO�RD DVALLED-AT-TRACKS-FOR-'PROPER- EDMIENT U 'jHV 0 QUALIFIED FOR USE W/ HV BLADE(9 yW,,yjj,pV 0 FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone 111 02017 TILTECO,INC, 0200 EASTERN METAL SUPPLY,RIC. CEN BERTHA HVT)A Accordion Shutter System —TE—CO i M1 M A.S.S.A. OR W/O KV.WWN SLADE KV. BLADE#1 W American m Shutter Systems EV.W Ommoft DATE 0 by" La. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 D7/27/17 0476-, 07/27717 :)j STAIE $31a Nx.3--SL,Ste.30S.MROWA GM0-:n%FLOROA 33W — 0 (30*01-1530 (305)871-1631 4268 Westroods Drive 2 ,ff_ —DRAWING No A ral't ft'oxom West Palm Beach, FIL 33407 3 ..... 17-107 ER A.IiLUT 4,.P.E. 4 P.E.-iMA 6ATE FLOPCA W.If 44167 & — SHEET 6 3 OF 20 ISz ma. * S• OONDRtON /1:ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR l2'ABOVE OR BE OW III OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INSTA TIONS T ANY ELEVATION. HY LOCK or�U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0--20 x 1/2 LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA � (�'� SNUTT€R ELEVATION. @-CAD. 2,QPnM Magi Qj To ii /1:IF[)EST R FOR SECURITY PURPOSES, UP TO TWO W @.Co j ,t OR fit§IAAY BE USEp AS AN INSIDE qR OUTSipE LOCK. CONNECifON OF LOCKS TO CENTERL ES di, ' � SHALL OE AS INDN BE AS INptCATEO ON TTPtCAl SHUtT€R ELEVATIONOD-xVB DATORY CONDITIONiCCTI W/TY10 M.Y O[Ksl LOCKING RODS ARE NOT REQUIREDPOSITION, BUT MAY4ou ba9DA9.9 fs D tF pESfR£D TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Oft AN ALTERNATIVE DEVICESO BE USED AT STACKING POSfRON (NON HURRICANE POSITION).i��2:ONE HV LOCK E�i y_t<�SHALL 8E USED AT CANY SPAMSTALLATIONS AT 'E13'VAfl6kr+M-L�O :�'sS-Or�'y-SNA1:1-BE--HSIN51gE LOCK,D TO�3 CORNER CENTERMATE V1/�2} 1/4 4-24 x tj2"t6NG FLAT LOCKING ROpS S�&BOIT+OM SHALL BE USED. LOCATON OF LOCK SHAD,BE AS INDICAUTTER ELEVA71gN.M SHUTTER SPAN SHALL.BE DETERMINEp AS PER SCHEBUL£S SHOWN ON SHEET i2. _ ST ALTERNATE-toMANDATORY CONDITION 91 VALID ONLY FOR W IM 2Is; s 3 4N£ALTERNATE HV LOCK fi I BE USE IN UEU OF HV LOCK or�FOR AtiY SPAN AND Molt ; �g � INST T1DNS ATANY ELEVATION. AL ERNATE LOCK MAY BE USED AS AN N51DE OR OUTSIDE LOCK.ATTACHMENT -/ D- OF 1/4'4-20x3/4"S.S.THUMBSCREW TO @1 OR CENTERMATES SHALL BE MADE W/ 1/4'0-24x3/4"ALUM. N71. Hyyo t ; RIVNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALT..BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 C ^ffi5r V LOCKS AT 213 OF SHUTTER SPAN. 6, MANDATO CONDITION IA FOR KEYSTONE M INSTAllAWNS: ONE HV LOCK 6 or Qj or�!&SHALL BE IUSED 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.Hv LOCK 23 or 6 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO®1 or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. EN M.S. LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/ SEE SEE EN DOti I , OR(g TOP AND BOTTOM IS COMPLETELY MANDATORY. CONDETAILS ON b C C K 1 J K L Y P 0 A V W x 8 10 IYP. FULL I, ' *NOTES ON HV "T" LOCKS AND CENIERMATE-S HEIGHT. ` OF CORNER "1°TM CENTERMATE f ONE ALTERNATE HV'T" LOCK G10 MAY BE INSTALLED IN UEU OF HY LOCKS 0�OR FOR ANY SPAN AND o• INSTALLATION AT ANY ELEVATION.ALT NATE LOCK� JAY BE US£O AS AN WStDE Oft OU SLOE LOCK.ATTACHMENT 0 O`4 OF LOCK S0 INCLUDES USING REINFORCING LOCKER,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE TO•+ oa�, cR .~3} CONNECTED TO CENTERMATES Q§AND 4 W/ 1/4'3-20 x 1 112'LONG S.S.THREADED BOLT W/7/8"0 x 3/32' � Cs l-•l WINGNUT OR Wj 1/4'0-20x1' S.S.M.S, INTO A 1/4-OX 5/6"RNNUL LOCK MAY BE INSTALLED AT MIDSPAN OR 12- -07 «U/IpA •f7rI-@-- MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. �• t a)aw+1��• 1�3..i0s•("�'}5, *NOTES ON HD LOC S &c ENIERMATES: 1 140 s9QK(34 t HD (g$MAjE�`, t OR(3 Wj ONE ALTERIIATE HD LOCK 0 MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION 11V LOCKS V OR 4 FOR ANY SPAN AND INSTALIATIOINS AT,�ANY ELEVATION,ALTERNATE HD LOCK(8 MAY BE USED AS AN INSIDE OR OUTSIO LOCK.ATTACHMENT OF HD LOCK(t4)70 @,IS W/3#'B x 3/8'F H.S.SALS..AND INCLUDES N.T.S. REINFORCEMENT INSERT 031 AS SHOVIN ON SECTIONS HDB-HVS AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPA4 OR 12'MAXIMUM BELOW OR ABOVE LNDSPAN:USE OF LOCKING RODS CS IS COMPLETELY OPTIONAL FLORDA BUR D1111111111on igh elocit Urricone one \d Q�.........••. /�! 02017 RLTECO.INC. (6920L7 EASTERN METAL SUPPLY,INC. ��cEnrs E..THHA �` AA /7T71LTE C O7im�. ., Accordion Shutter System H.Y. BLADE#1 W/CR W/0 H.V.wwrl 7N BLADE •;Tir; American Shutter Systems Ev,y DESLAI ncii DATE: BRAWN By.- L.C. p TE 4F TILLiT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-085 7J27 i DATE 07 27j17 f, F f �ti 8Sss raa.sem se.se..3DD.WRD x�A uRbrJrJ,FLOP04 3313 8268 Westroods Drive 2 \\ Ph-:(305)871-1530.ro.:(305)971-1571 DRAWING No - ••.,,,,,,-..•` lj�r t4\ o-maES-000.6*7i9:eom West Palm Beach, FL 33407 7 17-107 'SiV 10NAL�',\� 111' WALTER A.TJ Wr J,.P.F - .j1 5 SHEET P.E. SEALJS}COURE/DATE fl°"�L` +{ss7 s 5 OF 20 POURED CONCRETE CRETE ANCHORS OR CONCRETE 13LOCK POURED (SEE SCHEDULE ON REQUIVEO 1/4*0-200/4,S.S. POURED CONCRETE SHEET 13) CON ANCHO S MACHINE SCREWS MREIIE cc EIED ."RRED --i— (SEECRSEIT. LEE R. W/1/4--20 CONCRETE ANCHORS ONE(SEE MOUNT040@ON SHIXT 7) SHEET 13) NUTS 0 12*O.C� (SEE SCHEDULE ON SHEET 13) Min. (C4) Mirk, =0.3/4"S S. -E SCREWS ED USING 1/4'-20 NUTS "1/2' _77 0 12'O.C� 13 OR 5 @ En LOCK /4 U M�i n ',MI a/2' E.O�* I j2-f 250*Mo.. MO.. �250"Mo.. r 0 OpTlofol PTtONAL L 0 LOW SEPARATION To CLASS H FOR --�01OR SHEET 11), EISST'NG--�—(SEE 50,EDUILE ON MIN.SEPARATION TO CLASS 01ASS I -GS. SEE SCHEDULE ON SHEET Ilr XISTING I ( uAss-4 OC HV WALL HEADER INSTALLATION HV W&L HEAD Hy WALL HEADER INSTALLATION + KEYSNNE EXISTING HIM SEPARATION TO GLASS CAAS- �(SEE SCHEDULE ON SHEET I \211 TO OASS(SEE MIN.SEPARATION TO GLASS EXISTING ' -%I OR 113 GLASS---i Wla" !-(SEE SCHEDULE ON SHEET If)- nIR aTINO- ON Vw ON OPTIONAL EXISTING Gatfis I I ` ,R��0 Moc 1/4'Mo.- OPTIONAL OR E.- E.D.- LCO EOJ I r-1 " t- I 13 __j r 4- E. M N* -104 HEAD 4 1 2 0;,:!,�4;S.S� 1 1/4-0-20.3/4-S,%PMUJPS 12 OR(D ,2;; , \ CONIC ANCHORS TRUSS HEAD MACHINE SCREWS L RETE L- MACHINE SCRM USING (SEE SCHEDULE ON W/ 1/4--20 NUTS 0 12-OX. 1/4--20 NUTS 0 1.1-O.C, _E ANC. S POURED CC�CRETE-A SHCET 13) E NUE (SEE SCHEDULE ON sHEri 13) Min, POD. -CONC.,ANLNGRS OR CONCRETE BLOCK REQUIRED 7E CONCRETE MOCK —.1/— CRETE ANCHORS - (SEE SCHEDULE ON OF HV WALL—SILL INSTALtATION REQUIRED HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) CRM- OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION slug* ED j INSTALLATION DETAILS WZ I-SEE SHEIET 4 FOR TYPICAL SHWTER E,0.�EDGE DISTANCE SEE LINITATONS OF USE FOR AS�%MBLYTJNG is ECT 13) nl ' HV BLADE 2 MOUN (SEE SPECIFICATION BLADE CA 0:4 SHEET 19 -MOUNTING SECTION CAN BE COMBINED IN ANY WAY TO SUITANY INSTALEATIOM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'. 02017 TIEFECO,INC. (D2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM .4 Accordion Shutter System iLFE C 0 Z7 A.S.SwAw KV, SLADE#1 W/OR W/b KV. NDOW ELCE American Shutter Systems REV.0. DESCRIP110H DA11 ORAWN BY., EX. TILLIT TESTING & ENGINEERING COMPANY OLD I % Association, Inc. 1 5-OB5 DATE. 07127/17 Sass NN,3ft.St.,SW 305,�MNIA ONROUNS.PICRUA 0 ID Pnw.:(3DS)871-1530.rat:(30)871-ts3l 42 8 Westroeds Drive 2 ....... -.01:ta1*C.*OW,— West Palm Beach, FL 33407 DRAWING NO MAL 17-107 WALTER X VLUT J.P.r. SHEET FLORIDA '167 6 OF 20 '7S 4 P.E. Si;L I�NATIJRE/DATF 4 -" CONCRETE ANCHORS MAL Su"'Qu a+ Y r r�OR �♦ i--- ' ..'.� ��__�� � + ' 1 POURED NCRETE 7-(SEE SCHEDULE ON SHEET 13) i TO aim w 1w. EXISTING I r '-\J bio CLASS CONCRETE ,SOWIF ON GLASS ESU Sch,OUL,9,N r RWIRRW EDGE OF a VAN) -"' ,yA�„ r ' •�. �•..-�• SU5 It Sw 14[m io aJiss I SKV iia r 'E. D.' APPLICABLE "IS 1iAOG5(bA Qy '`aM I-ate+ ») 9 �y'� - •- S�CQEp i ALILKNAIL ANCHOR I I { ' t7G571NG i y'' tOCAtiDN I i t i a CLASS t S , 1 1 7 j110x3/4' iV0.5HER HEAD i i 1 i i i 1 OR 3 OR t 5 3/ems Mw TEK SCR 4 !2'O.C. - - EDGE OF it pCONCR ANCHORS 8 `f i 1 - 7� (SEE S 14EOULE ON SHEET 13) y' E4 r W` { '; APPLtCABtf II i ( it E)CISRNC i t ECCE IF . ' I{ ti i EDGE aF-'-•.� f t, " ti 1 ,✓ SLAB!F t .C.O SL GLASS---+ STAB IF 1 - i I 1JY t ED OF (_ ,. APPLICABLE j Milk 12PA3=0 I APPLICABLE k--E d E.d.. APPI4 1.IF L - -..' POURED tD nAss(SEE - RED E.D.• CONCRETE T HEAD CONCRETE ANCHORS POURW� cot RETE BEE SCHEDULE ON SHEET 14 ^{ i'�FEW gM[+q'r ♦ i R UiRW FYAT NERD CONCRETE ANCHORS AEOUIRW ) ' ON 9iw 14 Las S Q CONCRETE gr'ats0)+r� j REQUMEO E.D. E.0.' (SEE SCHEDULE ON SHEET 14) I1 C S i QD LY FOR UP TO +70, -75 PSF A.S.D. Q' HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION DE PRESSURE #3. SHEET RATING&FOR SPANS PER I& HV CEILING INSTALLATION --^ CONCRETEw CLASS ' ANCHORS IOSTu{c •—.-- 5 +t .'ttP +Tw* r 1 til 1 (SEE SCHEDULE ON7 s (SM KW SHEET IS) { 1/4.0 TAPCav w 9n INET i,)ADVARZILD I f1 wpm,i) t ' EXISTING OR,aro PdAER9 V (7(ISTINC114515 urk CW"S-, F`mm r NlCHOR3 W/ I L SSC. GLASS•--••, i •: Nisi en pair tU - >t•,/ I L. all 13/4*MEL R O 8' 1 G i i w i t '(t RkAt AYr it3 t OS.FIXE UP TO W-0' AND ! CC"-EOR SPANS"tom I t/4• - 1 Ir-W UP TO 8'.G'Mkx.APPLY ( 1 SERMI AT 41'017 FASID{ER too (hP.)tSQC NOT,t fIZ` i 3 p• 610x3/<• E.. sa:r til FOR 11WixER tXxfN 3�8` riA4X. cf EK WASSCR 43 I.* CCttl.STA:NrT 614x3/4• HEX HEAD ,r }-t-•q 11S/tl i TEK SCREWS b 9'O.C. " CGNCR ANCHORS e' -- 6 7 1 614x3/4 5.0.5 I -- i t i/4" t ! �x ItISMO t/re 7DSNuts OR 1/4.0-20 S.S.M.S. I t i '- 1Y/NUT O 9'O.C. I I f�. ' @ 9'O. C. ( / Max. �•. 0 12 O.C.(SE£5 EDUIE ON ! t 2 - j SHEET 4) �! WALL O t:Oti BIR ATNF L /2• 2.00'MIN. wXtt 1Rtu(OECORAtNE EDGE OF :"r 1 17 R 18 i-^y1 •S.• E.D. SICU SLAB I€ t 14x3J4`F.M.5.0.5., LRM. '1,\ \`-S@ S�O.G. —POURED C0.4OREtE 7/B' 4 APPLICABLE ®'�S i...CONCRETE ANCHORS `•SEE 1407E )3 E NOTE 13(0} �RECURftt i' E.O. POURED CONCRETE (BEE SCHEDULE ON ON SHEET tP0 D C•CRETETE ON SHEET 1 y.EDy OR CONN CONCRETE BLOCK SHEET 14) A-^ � REDO ETE BLOCK OPTtONAI. POURED (g) ALV WALL .L OOR INSTALLATION � � INSTALLATION KEYSTONEdOUNTING CONCRETE ty_•i•••r r�ll.�v.s UAW;AfU)TER Sp"PIPE QSUR,v*94.-72 111 REOUAEO HV RAINGUARD INSTALLATION tBE t1 NOTE FOR COMSINATKXN OF SMIGNS' • E.D. EDGE OSTANCE R£)AOYABI MEN PERFDRM D ♦ SEE U4AITATIONS OF USE FOR SPTI0N5 ON SHEEP 13) ADJACENT TO AN OPERABLE EXIT1- SEE SHEET 4 FOR TYPICAL SHUTTER SEE EC}FiCA Oft ENTRANCE BLADE ,(1.ON SHEET ,B MINSTALLATION_- DETAILS W,Z 1 HV BLADE_-- 2- NY- OU - -IN-ANY WAY--TO S[SECTIONS NED - ANY iNSTAL ATIOtL - - ))))) py A y, -..,rte` - --- FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone \\ •n•�r 02017 1[LTECO,INC. ®2017 EASTERN METAL SUPPLY.INC. LicEni ;•. ��;; RT An., //►► .S.S■A A Accordion Shutters stem T� TL E C A.S.S.A. FIV.BLADE#1 W/OR W/O KV.YAN=BADE + American Shutter Systems LLn DESCRIPTION oLtE DRAWN BY. LD TIIT TESTING k ENGINEERING COMPANY + �C�•''., '•`�'4\ Association, inc. t OLD 15-0$5 7/27/! DATE: 07/27/17 Sm.Sas.NRCaAa aAflaOkS.ILLY oA 3319 4268 Weskroads Drive 2 Phone:(705)$71-1530.Fox:(365)$71-1531 L$'/QNA�' t�' o-mss:uua0000l.eo West Palm Beoch. FL 33407 3 0 17 C j 0,7 WALTER A�TTILLITiJr.P.C. 4 P.E. SEAL/SIGNATURE/DATE FLaRDA)'` IT 4:+s7 5 SHEET OF 20 � - OUT _ _ _______ _ __- _ ___ _ ,, _,,_,.+ .. —_ _ "POURED CONCRETE POURED-CONCRETE - -..._ SOURED CONCRETE _- t POURED CONCRETE OR j OR CONCRETE OR CONCRETE _ OR CONCRETE CONCRETE BLOCK WALL / BLOCK WALL REQUIRED BLOCK WAIL REOVIRED / BLOCK WALL REQUIRED �- REQUIRED I EXISTING CLASS f EXISTING GLASS ,,• �, EXISTING GLASS CONCRETE ANCHOR j--.EXISTING GLASS !• 2'iRN.. a 16`O.C. _„E- --..!) IAN SEPARATION ,o"� 11f 2.IAIN.." - �� TO Q.ASS(SFE Ldtt SEPARATION i FILO. ASS(SEE I I FOR&ADE a) TO GLASS(SEE 4 f k iT0 I,YA55(SEE EQ :i4M SEPARATION EQ 5CtHEULEt ON Ilta"xY,.MAX SCHEDUE ON SHEETfXY fli£EF LB FOR SClIEOSR£ i SCHEDULE Ott SW i ..' II FOR BLADE MOM (6063' NT, 0&G ! ON SRE£fIIQVFSHFkT 79 fOT ON SHEET A.CLOSER , HJ!'ffs�&(g) T� EITHER SIDE�.Y M•M(D&� AT E /2' PLATE.(LOCATE T &A[7ES ON Q6}EITHER SLOE MIN I OFF) 1/2'MIN, ' OF a ) i- 4 USE t'OR 2'MAX. ( (AS APPUCABLE)x2'x1/6'x0 ALUMINUM CLIP ANGLE 0 16' D.G `[ (60a3-T6 ALLOY)AT M1DNflCNT ~moi l` j (1)#10:1/2'S.M.S.M(03)& L I ! }^ I W2ALL AT i D.C. (LOCATE AT TO J/j h SID a CONNECrI N 1 OR ®' I EITHER SIDE of p) iQ OR j�• SEE DETAIL X FOR V OR �• TO TRA.0 SEE DETAIL X FO 1 OR ti SIDE CONNECTION I a®w©•O7 a®a ID•�w SIDE CONNECTION a o-(6),U71 8 10+�a TO TRACKS 1 o-A 6�,. 7 a 8 7 .0ja /i�' T^A�'�*Q't( w TO TRACKS tOP�w�•�r�•�w �} a�. " t_. �®p°u:J' 6�}'® �/'� g.Ja©,Q7 I�w a (0-0.0-0.0. w 0.0.0- @-@-0.@-C8 .07 .A0a®• •.�a /���.�a�.�a/�8�,•A�A^��w ,�T, �.®a Q.�aOT•�w @•@-0.@8wC8.�°. ((�.�°'V'.�wlJ.©.a V•�w®'®a�'xJ°�C7 6• a © �w�'Q�a�'0w0' d'6�w� Q a0. ate• ONE END CONNECTION DETAIL(i,) END CONNECTION DETAIL 2Q END CONNECTION DETAIL�3 ESD CONNECTION{ DETAIL i KOUIREO ON4Y FOR SPANS GREATER THAN 12'-0' QNCRETE OR EXISTINGExfSEXISTING CLASS CONCRETE BLOCK WALL EXISTING r G 4 - G�..f,---. REQUIRED .._�_ ._.l.L� 3. ••___.^ --_i � MW.SEPARATIOff I)loxl/z's.M.$" TO MAW(� Ot t6'O:C. 4 A°AtKM Y 11_----_,,.� -------- --- -- CNSHEET TO -,----_ -_ CIOR®OR�OR it F ©Aa`D CONCRETE 1/2"LAIN. SC+i£Ltk-E Ct! -- ----1 _ ON SHEET i ANCHOR 6 \ i t Fort ITi.ADE�AI+D 4 __--__ _ _ _ 1 OR OR 1 OR 1 BLADES m dt Q 12' ON SHEET 19 FOR cONCRET£ EQ 1 5 & 9 ----- - OR(D ANCHOR 0 is _---_ 1/x MIN. O.C. _�_ .•.+ EQ _ OR$�ORCOR 2'MHN 2"MIN, 1 A SEE UM ATLONs Of USE FOR VIEW 1/ BLADE it ON SHEET 19 1@ORa0R qOR 1@OR} 5 /�Q OR �' PLAN 1 OR ®' t I H�wd.n7 w©a w.®w DETAIL X POURED CONCRETE OR ®a'©'(7 a n{0•� 10• END INS LLA ION CONCRETE BLOCK WALL w��w�• /©�'�a REQUIREDIOp!!®��a�'�a�®a GU' •l,C:aJ,`,®y�,°'4l'l'! i V BLADE OR -H� WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL.__ END -CONNECTION- DETAIL 5(�} - QB•H�w�.H�+ •®aH +�A '� NECTION DETAILQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 17 "•' ♦'• 04012 TLLTEC L02017 EASTERN METAL SUPPLY, INC. EN*'e' •. BERTHA H TIA A.S.S.A. ' /7,L E C d N G. Accordion Shutter System KV. RAM#1 W/OR W/O N.V.WNDN MADE American Shutter Systems ICY.N DESCRIPTIO" DATE OPAW++BY: L.C. �',1'•,• �' Q TILLIT TESTING & ENGINEERING COMPANY Association, Inc. / OLD Is-Cas 7/27/1 ass: 07/27/17 G7,t,'• Fl r air `A assn",a.Jaw s1.u..Sas nRcuu +iR S,nga + A Jxa Pn :(705)671-1570.rax:(J05ja71-1571 4268 Westroads Drive DRAWING No one 4 \ d a-moa tut-**V.— West Palm Beach, FL 33407 J WALTEA. 17_ �7 A+•y� •'�v t R TILUT Jr.P.E. P.E. SEAL'/SIGNAURE/DATE FLORA uc x•167 6 SHEET OF 20 MAXIMUM SHUTTER SPAN* 'L+' OR "L-" MAXIMUM SHUTTER SPAN* 'L+' MAXIMUM SHUTTER SPAN*"L+" (1Q, FOR INSTALLATIONS W/ 9L OR -L-- (ft.) FOR OR 'L-' (ft.) INSTALLATIONS 0JUM&M 0 & @ INSTALLATIONS IN (1) L+.LIAXIMUM ALLOWABLE SPAN FOR A GIVEN or w CONCRETE& WOOD W/ ONE H.Y. LOCK (a or @ or or & LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. %or ONE LOCK or OR)W/ ONE HV - L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE HID LOCK (a W1 NO LOCKING RODS i V.,TO YJ/ NO LOCKING WALL A. B. C. D, E. M. N, 0. P. 0. A.&D, DESIGN PRESSURE RATING. CENTERMAI@ 28@ 29 W/ ONE W/ No LOCKING RODS 100S MOUNTING F. K & L R. S, & V. Ve)-T- LOCK 30 W/TVIO LO NG (SEE NOTES t tt) (VAUD FOR MOUNTINOG) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE — FLOOR/CEILING G. H. I- If- J T. U, IN X WALL MOUNTINGS(TOP/BOTTOM} OR FLOOR/CEILING: CONA �11DOd INSTALLATIONS 0 uwuuu CONCRETE&WOOD CONCRETE MOUNTING & M GNEN A POSITIVE ILS.D. DESIGN PRESSURE RATING, A. INSTAI I ATIONS UAXA" INSTALLATIONS ASA Omch SO.DEW1 So.Des" em PRESSURE DETERMINE MAXIMUM SPAS{ 'L+' FROM SCHEDULE. sun WALL MOUNTING FLOOR/CrJUNG PRE"L= WALL OJOUNTING FLOCRI=NG lAOU14TING GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, RATOIG. RM40 & OR DETERMINE MAXIMUM SPAN "L-" FROM SCHEOULE. MOUNTING (�.0 FLOOR/CEIUNG MOUNTING I (P.01) I.OR t) (+OR A FLOOR LIOUNTINDI 0 aw OR mum SHUTTER SPAN'L+*OR'L-*FOR 04 L 04 t 4 (0) 1-#1) (k) INSTALLATIONS INTO WOOD SHALL BE LAUTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30—ORLCSS-16'-0- 16'-0' 16'-0" 30 16, 16'-w 16'-0* 30 105 p5f.A.S.D. DESIGN PRESSURE RATING. HINIMUM DETERMINED SPAN BETWEEN "I.+'AND'L-'. 35 14'-10- _t4-�16- 7_57--r IW-O' 35 10' 14*-10* 35 16'-IO' — (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 4-0 _17 10- 15•-2• 40 4-0 13,-10* 40 COMBINATION$IN BETWEEN WALL MOUNTINGS —_5"__ 14'-3' 45 13'-l' 13*-1* 4-5 —13'-4- t W CORNER CENTERMATE#3 MAY BE USED AT ALL W/FLOOR/CIDUNG MOUNTINGS: 45 137-1- 13,-1, 13*-4' — 14'-3* MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS 50 iZ-S' 12'-V 12'-8' IS-7' so 12*-5" 12'-5* 50 -12'-3' --i IN-11 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 -To* III-101 55 11-10- 11-10- 12'-1- 12-IT- 55 55 11-1- 17-11. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE IV-Z* 10'-11* NOTE J5,SHEET S. RATING: _T 4 -Fr' DETERMINE: F� 60 -1- 0 !a 10'-10` w•-11, 65 101-10' W-10, S, Lj+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 65 101-10, 5 70L 11-1. 9-4' L2+- MAX.SPAN FOR FLOOR/CEJUNG MOUNTING INSTALLATIONS. 75 je-j" 10*-1' 4 111-1" 75 IV-I' IV-I* 7.1 ttEXCEPt THAT MAXIMUM SHUTTER -To' • 80 9-10- W-la" SPA14'L+'OR'L-'AND MAXIMUM ASA,DIESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 80 9* PRESSURE RATING FOR INSTALLAM14S INTO CONCRETE 85 D.-,. W-6. 9-9 1 10-5 1 85 81-6. RATING: OR CONCRETE BLOCK SHALL BE ULM AS FOLLMVS: DETERMINE: 90 90 1.-1. 9'-3- 1- CONNECTIONS TO KEYST014E MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 91-0" -9.-to- 95 q._'. 8.-9. LIMITED TO +64,-72 p;s.f. AND 8*-0' SPAN. SEE LIT- MAX. SPAN FOR FLGOR/CEJUNG MOUNTING 100 8'_9 W-0* 9'-7' 100 W-q* MOUNTING @ON SHEET 7, INSTALLATIONS. 105 W-7, 7'-11' V-S' 9'-4" 105 W-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10"LTHE 7 0 6'-4' 7*-7* 8'-7' 9'-2' 110 8'-4- 7-7" "N""'M BETWEEN 'Ll+% "L2+'. "0-'AND 2-' 7'-3' 8'-4'_ge-2- 7--3- SEPARATION TO GLASS SCHEDULE " 115 EV-2- 3- ;-4- B.-t 1" 115 120 81-0" • -2- BI-91 120 -0. (4) ca TO ANCHOR SCHEDULE WITH FINAL MAXIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 125 7'-t0' 6'-8' 8'-(r S' 125 -16' 6'-8* ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN --if —— . SPACING, 30 7'-0' V -IV a'-" IJO 7'-B- WIND ZONE MINIMUM Tao 135 7-7' 7'-9' 71-91 135 7'-7- 7'-7'_-7-_6' 140 7' 5' ASTM E-1996 SEPARATION 7--5- 145 7'-3' 5- 77_3" 145 TO GLASS 150 7'-2' -7. 7'-4- V-0. ISO - 155 7'-0r 7'-2* W-9' 155 77-0- 5-5. THRU 3 160 w-11, 7--l' V-7. 160 W-11, V-2, • r7*-O' 6-4* 165 6'-10' 5'-1' 165 170 61-9, W-W W-2' 170 J�_q- 4'-11" H V B 175 6*-7" 4'-9- 6'-0' 175 6 4'-9' 180 6,-r,- 'e--8, W-8, W-10" 180 6'-6- 5.-8. r. 185 W-5, 4--6' 6'-7" 165 ,-1. 4'-6" LADE. 190 W-4- 4'-5' 190 6'-4- 4'-5- 6'-0' r. 195 ,-3- �_2 1--2- 4'-2- 5!-r 200 4'-2'0 0 6-3- 1 5-1- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ............. 02017 1ILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. /7 BERTHA HVT,, Accordion Shutter System T71 L7TE 7C707i m�, A.S.S.A. KV. DUADE#1 W1 OR W10 KV.WINWH B." TIC _;�/�wop American Shutter Systems USCRIPTION DATE DRAWN BY.N&Y./LG. TICCIT TESTING & ENGINEERING COMPANY IEV.Nv -,a 4mA I OLD 15-085 07/27117 DATE 07/27/17 �20ssociation, Inc 6355 Im.36%,Si„S11 St..305.AMPOWA OQWS� 4268 Westroads Drive 2 Ph-:(305)871-1530.F..:(305)871-1531 —DRAWING No ......... West Polm Beach, FL 33407 3 ce-0006719 4 17-107 NA WALTER A.TILLIT Jl,RE 1 44167 5 SHEET FLOR04 u-_ P.E. S 'U'RE DATE 6 11 OF 20 1�Axlul11�4=ANCHOR+ SPACING-(Jhj-SCHEDULE'FOR=A=CRIFN IMAX-SHUTTER SPi1N J ASD DESjrN NEGATit� PRESSt1RE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE (St.-4*1110 B. oN SKEa a POURED CANCREtE CONCRETE BLOCK TAPCON OR A WALL HFA/ MOUNTING A WALL HE/D MOUNTING WALL HFiSGER MOUNTING (9)WALL tiLL PUNTING o WALL IL OUNRNC C& MOUNTING ER/SILL TAPCON WITH ADVANCED WAMUIJ THREADFORM TECHNOLOGY SPAN ASH�!NTGttn R>fS a 141dF1. ASb.OEST0114CATK FFXZK RAM ASD,OMM WATIC 70.651!0.£WIMF1 ASB.XW NECUN P RABIC 0f5CJ!LEHITRE RAIY:G ASA.Ow AEOUNE FAESSktE M1136 ALL POINTS SOLID-SET 30 {D 6a 75 90 120 180 285 30 40 a0 7S 90 120 t60 205 30 40 OO 75 90 t20 TBO 205 30 40 aO 7S 90 120 7d0 2p4 30 40 60 75 Ft6 128 760 204 3p 40 60 75 $p 120 160 203 BLUE TAP A4 ,2 10 9 0 e e 6 4 12 10 9 a 'e 6 6 14 12 10 9 B 8 0 6 14 12 10 9 8 8 6 - 14 12 10 9 8 814 - 8 8 H e tl a 3'-0' t4 12 10 9 6 a 6 b t4 T2 70 a a a 6 5 14 t2 10 9 8 8 a 6 14 t2 TO 9 8 8 6 6 14 12 10 9 8 6 8 e B $ S a a a TAPPER+ OR 14 12 10 9 8 8 0 S 14 12 10 9 8 8 6 0 14 12 10 9 8 0 6 6 14 12 10 9 8 6 6 3 T4 12 t0 6 8 B a 0 8 a 8 B 6 0.5 14 12 10 9 8 8 6 6 14 t2 iP 9 8 8 8 8 t4 12 10 9 8 8 6 6 it 12 10 b 8 8 8 - /4 12 10 9 0[7.5 8 8 9 8 B 8 a 7 14 12 10 9 a 8 8 4 14 12 10 0 a 8 6 6 14 12 10 4 8 8 6 6 14 12 $0 9 8 7 ^ ^ 14 12 10 9 B a $ a a a 7 5.3 4 4`-0' 14 12 10 9 8 0 8 4 14 12 Ib 9 a 8 8 6 14 12 10 9 B 8 6 8 14 12 f0 ,9 8 8' S.3 ^ 14 12 10 8 a 8 B 8 8 8 8 B 8 14 12. 10 9 8 8 4.5 - 14 12 lb 5 8 B 6 , 14 12 IO 9 8 S 6 8 14 t2 10 9 8 B - - 14 12 10 0 88 8 8 8 8 8 83 5 14 12 10 B 8 8 a 4 14 12 10 9 8 8 0 6 14 12 10 9 8 8 6 6 14 12 10 9 e B - - is 12 10 9 a0 8 8 8 8 $ 7 SS 14 12 10 8 'S 8 4.3 - 14 12 10 9 8 8 6 3.5 14 12 10 $ 8 8 a 6 fi 12 ,0 9 7S - - 71 12 t0 9 7,5 E 8 8 8 7Mi SS 4 3 SEE ANCHOR 5'-0' 11 12 10 9 8 8 4s - 14 12 10 9 8 9 6 3.5 t4 12 f0 9 8 e 6 6 fs 12 f0 0 e 7 - 14 12 10 9 8 a a e 0 a a e 0 SPECIFICATIONS 14 t2 10 9 9 5.S - - 14 }2 10 9 8 8 4.5 - to 12. f0 9 8 8 6 5 14 12. 10 9 a 3 - - t4 !2 t0 9 B8 8 B 8 8 7 5 4 ii 12 to 8 8 a 4 14 12 10 9 B a L$ 14 12 10 0 8 B 8 6 14 i2 10 9 8 - - ti 12 10 0 8 8 8 8 8 8 ].S .5 4 ON SHEET 13 14 12 10 9 8 3.5 3 14 t2 10 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 9.917.45 4 - T4 12 9- .Sa a 8 7.5 6,5 4,5 3.5 6'-Ot4 ,2 18 9 8 S.a - - 14 ,2 t 9 8 4.6 - 14 12 10 9 8 e6 8 14 12 10 9 8 4 - 14 t2 t 9 a 8 8 a 8 0 a 7.5 14 12 10 9 8 3 - 14 12 f0 B a - 14 12 10 9 B 8 5.5 3S t4 12 10 9 4.S - .. I4 12 10 a• 4 - B e B a 7,5 55 4 3 ti 42 t0 9 8 5 14 R 10 9 8 B 4 - 14 12 10 0 6 8 6 5.5 14 12 10 9 S - 14 52 10 9 8 4s - - H H a 8 $ b �5 - 14 12 10 9 8 4 - 14 12 10 8 6.5 3 - 14 12 t0 9 8 a 0 - 14 12 0 4.5 - - - 14 12 59 - - a B B 615 7,-0� t4 12 10 9 8 4 - - 14 12 1 9 8.5 3 - 14 12 /R 9 B 8 0 - 14 /2 10 0 6 - - 14 12 0 0 7 - B 8 8 9 a 8 7.5 8 14 12 10 9 4.S - - it 1-2 10 4 - - ea /2 10 9 B 7 4 - 14 12 10 35 - - 14 12 1 0.5 - - - a 8 0 a 6.5 5 3.5 14 12 10 9 7s 75 - - 14 12 10 0 a 0 - - 14 1T i0 9 8 a 6 - 14 12 10 5' - - - 14 12 IO &5 7 - - 8 8 IT 8 -7 5 4 14 12 10 9 5.5 3 - 14 12 t 4:5 - - 14 12 1p 0 B 6 - 14 It 7 - - - - 14 ,t 7 & - - - 0 6 '7 S.5 4.3 3.S - 8'-0 14 12 f0 9 9.5 - - - 14 12 I 9 4.S - it 12 10 9 8 a - - l4 42 40 7 4 _ - 14 12 9 8 3 = - B 8 8 0 8. 7.3 7 4 ♦SEE LIMITATIONS OF USE FDR t4 t2 10 5s 3 - - 14 t2 10 8 - 14 t2 t0 9 6 5S - t4 S2 &5 3 t+ 12 4 a a e 7 53 4 S BLADE to ON SHEET t9 14 12 10 9 5 - 14 t2 10 9 8 4 - t4 12 10 0 8 8 - - 14 12 9.5 - - - 14 12 0.i 7.3 4.S - - - 8 8 e 7.5 8 4.5 t4 I2 10 &5 4.5 - - - 14 12 10 9 7.5 - - - 14 12 10 9 B - - - 13 95 4 - - - - 13 9.5 0.5 6 - - - a B - g,-per 44 t2 10 6.6 4 - 14 12 10 9 7.5 - - 14 12 10 9 8 - - - 14 12 10 5 - - - 14 12 10 0 5.5 - - 8 a a 0 B 6.5 8 3 N 12 &5 4 - t4 12 10 9 4.5 - - - t4 12 t0 0 7,S - 4 14.5 4.5 - - - 14 IL5 7.5 6 - - - - 6 8 79 6 5 4 ti 12 10 8 4 - t4 12 SO 9 ] - 14 12 10 9 8 - - - 1 32 5 - - - - 14 12 8 6.3 - - - 8 8 8 6.9 5.5 , 14 12 9.9 S 15 - - - 14 12 1 54 - - - 14 12 f0 9 8 - - 11.5 8.5 - - - - - - 165&5 - - - a 6 &5 45 3.S - T0'-0' 14 12 0 9 -S - - - 14 42 10 9 9 - - - 14 12 7 - - - - 14 12 0 JS 5 - - - 5 5 8 8 5 7.5 4.5 tt 12 5.5 3 - 14 12 1 3 - - - l4 12 10 9 8 - - 14 10.5 3 - - - ti UOS 7 - - 8 0 7 5M5 4.5 15 - - 14 12 9 4.5 3 - 14 12 t0 9 5 - - 14 12 10 9 8 - 14 11 - - - - - 14 11 T.5 - - - - 8 8 7.5 5 5 - - /4 f7 7 - - - - 1+ 12 40 - - - 14 12 itl - - - t0.a 8 - - - _ - - 10,5 8 5 - - - - 8 8 5 4 3,5 - 1T'-0'14 /2 7 - - - 14 12 f0 - - 14 12 10 - - - - t4 12 5 - - - tt 12 10 - _ e 8 tl a 6 J _5 - 14 12 4 - 14 42 t0 - - - i4 12 10 - - - - 121 9.3 - - --12.S 9.5 0 -- - - 8 8 6' 5 i 3 14 12 &S - - - - - N 12 10 - - - - 14 12 ib - - - - 15 10 - - - - 14 10 7 - - - - 0 8 7 5.5 4.3 - 14 12 &S - - - - - 14 12 10 - - - 14 i2 t0 - - - - - 0.5 7 - - - - 9,5 7 3.5 - - - - 8 7 4.5 3.3 3 - - - 12'-0' 14 12 &a - - - - - 14 12 - - - - - 14 12 10 - - - 14 12 4 - - - 14 12 18 - - - a B B 8 B 6 3 14 12 3 - - - 14 t2 - - - - N 12 10 - - - ITS 8.5 - - - - Its 6.5 A-� - - - - 8 8 6-5 4.5 4 - - i4 12 5 - - - is 1-40 - - - }s i2 10 - - 12.5 9.5 - - l3.H 9.5 ,.s - - - - _ 6 6 6. 5 4 - - - (i�HV BLADE OR n1 HV BLADE f4 12 - - - 14 12 - - - - IS 2 - - - - 9 4S - - - 9 &S - - 8 6.5 4.5 3,5 3 - 14 12 - - - 14 12 - - - 44 !2 - - - - - 14 1$ - - 14 t2 - - - - 8 Y8 8. 0 S 4.S i3'-0' 14 f0 - - - - - u 12. - - - - 14 12 - - - - - Eos S - - - - - os s - - - - - e e 5 , 3:5 - - W/ HV WINDOW BLADE t4 12 - - - - - 14 12 - - - - - B 5.5 4,5 - - - 1412 - - - - - - 14 .2 - - - - - 14 t2 _ - - - - 63 - - - - - a 6 - - - - a 6 4 3 - - - - WORKING IN UNISON 14"-p' 14 12 - - - - - - 14 12 - - - - - 14 t2 - - - - - - I4 9 - - - 14 12 - - - - 8 8 8 B 7.3 4 14 - li 12 - - - 14 12 - - - - 10 t - - - - 10 7.6 - - - - a TS 6 4 3 - - - 14 11,5 - _ - - 14 12 - _ - _ N 12 10.5 8 _ _ - tl 8 5 4 - 14 - - - - 14 - - - - 14 - - - _ 7,y _ _ _ _ _ ,5 _ - _ _ _ - 7.5 " 3.5 3 - - - - 14 - - - - - 14 - - - - 14 - - - - - - 14 - - - - 8 8 8 7 7 31 1S'-0' 14 - - _ - 14 - la - - _ _ _ _ 6 _ _ _ _ g _ _ _ _ _ 6 7 4.5 14 - - - - t, - _ _ _ _ 1i _ _ _ _ _ - _ to I_ .. _ _ - _ t0 - _ _ _ _ 8 7.5 5 4 - - - t4 - - _ _ _ _ it .. _ _ _ _ }4 .. _ _ _ _ _ 7 - - - - 7 - - 7 5.3 3A - - - - TS'-0' - _ - - is - - - 14 - - - - - a - - - - - --B e B 7.5 0 3 14 - - 14 - - f4 - - 8 - B - ^. B .63 4-3.6. - - - - 14 - 1, - - - - - - + _ _ , - .. 5 - - - - - 9s - - - - - - a 7 4s - - - - - fl OR@A BU1lI}!NG CODE{Non High Velocity Hurricane Zone X12017 EASTERN METAL SUPPLY,INC. 1 T\" l/� 020f7 TILIECO.INC. 'ucENSF:��- BERIHA HVTM 71LECO INC. ,A. .A■ Accordion Shutter System ,. H.Y.BLADE#1 W/DR W/O N.Y.iWNDOW axx TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,NaDESCRIPTION DATE 09A811 OY: LC. Association, Inc. I OLD 15-085 7127/4 RATE: 071271T� 0355 N.W.36m.St.,6%.305.NRWA CAR609ROPoM. 3318 ' '`• 11A PR4ne;(30.5)871-1530.Fax;(365)071-1531 4268 Westroods Drive 2 DRAWING No f` •`'-8' :rr'�\ 11111 a-m[e tz,D9a00 .cam West Palm Beoch, FL 33407 a 17-107 a^ 07 �ONQL�NV41,1 WALTER k TILUT Jr.R.E. ' FLMCA Lit.d 44167 5 SHEET P.E. Sf.ijt IGNATURE/DATE 5 12 OF 20 3�AYIFtiL1A! ANCHORS SPACING-(in-1-SCHEQ!LLE-FQf;-A N-L! X H R-SPAS- - -*SPECIFICATIONS ONANCHIOR-REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.5.0.DESIGN NEGAThE RE RATING AHD A MOUNTINGS G. t HON SH TYPE Rut CONCH OR CONCRETE BLOCK INSIAUAMO� (SEE MOUNTINGS E.G.&R ON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED 55mwc STC mm POURED Oo"ORETE (A) TO EXISTING POURED CONCRETE;(Min,Pc-3 ksQ ukv= @WALL SQL. MOUNTING ©CEILING MQUNTiNG @FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BLOLOEX.(Min.1'c a 3 W) aUMMRS SPACING LEGEND - 1/4'0 Y 3/4`ALL POINTS SOLID-SET ANCHORS,AS gISTRiBUtED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn.110 n 3 tot) SPAN(ft) kSA NXS4N INEGVt OAOND p31 ,ILTNGN NE941AE fT351TkNE p;lT4G PO 11@G!1,2WR+E PRiwm MMD - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC,(Alin.1'c - 2 ksq TAPCON OR - t/4 9 TAPPER+ANCHORS AS IMANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALLY 3q 40 !Sd 75 90 120 160.205 1q 40 60 75 HO 120 160 205 30 #0 75 9q 120 t86 205 TAPCO14 WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 1O 1 0 8 118 6 15.6 14 112 10 9 8 a 1 8 1 0 14 12 10 9 a B 1 6 1 6 THREADFORM TECHOCY (Mia(•c-3 k2l) N-W 14 t2 10 1 9 8 8 a 1 6 it 112 10 0 8 aa 6 14 12 10 9 8 8 b e ,ALL POINTS SOUD-SET OR 14 T2 10 9 a B B 6 14 12 10 9 a 8 6 6 14 12 10 9 6 B 6 5 BLUE TAP W/CAP NOTES: 14 12 f0 9 8 8 6 7 14 t2 10 9 8 8 G 6 i4 12 ID 4 6 6 G 6 TAPAER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ T4 12 10 9 6 7 5.5 1S 14 12 10 9 8 8 6 b 14 12 TO 9 a a S 5 ANCHORS IS I 3/4 AND FOR BLUE TAP W/GAP ANCHORS IS I t/2'. 14 12 Ip 0 6 B 8 6 N 12 10 8 8 B 6 6 14 12 10 S a a 6 5.5 T4 12 td 9 a a 6 4 14 i2 t0 9 8 a 6 45 T4 12 t0 9 6 6 4 33 A2)WNiMUM EMOEDMENT OF 1/41st X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE NO EMBEDMENT 14 12 t0 9 6 8 0 4.5 t4 12 10 9 G 0 6 35 14 12 10 9 a B 6 4.5 INTO STUCCO SHALL BE PERMITTED-1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO i4 12 O 9 7,5 5S 3.5 - !F 12 t0 9 a a 6 S H 12 10 8 9 7 5.5 4 •sEt uu Mia-or USE roR EXE AND T•MINIMUM FOR WALLS WITH NO STUCCO. 14 i2 0 9 B 8 a 0 14 12 t0 9 0 8. 6 5,5 14 12 TO e a B 8 4S 91A9L A MN 9tEt1 to 14 12 10 9 8 7 4 - 14 12 10 9 a 63 5 3.5 14 12 10 8 6.5 5 35 3 AS)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PRYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T4 12 18 9 8 7.5 4.5 - if 12 ib 9 8 8 6 45 14 12 10 9 8 0 4.613.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 0.5 4S - - 14 12 1q 0 0 7.5 b•5 4 14 12 10 0 a 6 .5 35 NOTES At)&A2)ABOVE. FOR INSTALLATIONS Oil VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 8.-a. ti 12 10 0 a 8 6 - T4 12 tb 9 8 8 6 '5 14 12 t0 9 a &5 S 3.S INSTALLATION INTO AFS WITH METAL STUDS SEE SHEET 20. 14 12 10 0 7.5 5.5 3 - 14 12 t0 B.5 7 SS 3 3 14 12 8 &5 5.S 4 3 - (8) TO EXISTING CONCRETE BLOCK:(AS1M C-90) /4 T2 Ib 9 a 6 - - 14 12 10 p a 8.S S 3.75 14 TZ 10 &5 8 5 4 - - 1/4.0 TAPCON OR TAPCOTI WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFACTURED$Y LT.W.BUILDEX. 14 12 8 8.5 55 3 - 1i 12 10 9 9 a3 4.5 3.5 14 12 10 8 7 5 3.5 3 _ 1/4"0■3/4'ALL POINTS SCUD-SET ANCHORS.AS CISTR38UTEO BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 Td 0 8 B - - 14 12 10 0 B 7 S 4 14 12 10 9 7.9 16 i 3 - t/4'0 BLU£IAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 0 &5 4 14 12 9 75 6 4.5 3A - 34 Tay 7 5.5 4.5 3.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED DY POWERS FASTENERS,INC.,AND DISB013UTEO BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 f0 &5 7 + - 14 12 10 9 7.5 54 4 •- 14 12,, 9 7 7,5 4S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTDAS ASSOCIATION,INC. L4 t1 7 _ 4.S - - 14 12 10 9 7S 5.5 4 - 14 12 9 6 4A 3 - B'-0' it 12 1d 9 8 6.5 - - 14 12 10 9 a G 4 14 T2 0 a S S 3.5 - NOTES: 14 12 6 7 5,5 3 - - fi f2 8 b5 &5 4 3 - 125 95 4 3 - 8.1)MINIMUM EMBEDUENT INTO CONCREI£BLOCK OF TAPCON.BLUE TM W/CAP ANCItORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON u i2 as 7.5 6 - t4 T2 93 a e.s 5 - - t4 t2 e 6 6.5 4 - WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS tS 1". 11 M-7;' 5 15 - - - 14 12 10 a 65 S - - t4 12 6 &5 5 4 - 9,-D. Si 9 e - - li 12 10 9 7.5 4.5 - - 14 12 8S 7 s.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0■3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENnREi.Y EMBEDDED INTO THE CONCRETE BLOCK,NO U Is 3 - N 11 7 5.5 S 3.9 - - 11 a 55 4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SIAL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 &5 4.5 - - 14 12 8S 7 5.5 4 - - 14 105 7 &5 6 4.5 - - EXIST,AND i•MINIMUM FOR WALL$WITH NO STUCCO. LIA B-5 5.9 4 - - - 14 12 9 7 6 iS - - 14 it 3.5-J.5 3,5 - 0' 14 12 t0 9 7.5 - - 14 12 10 8 6S 5 - 14 t2 fl 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS EH A,tY VENEER BE FOUND ON THE GE$14G WALLS NKAT T4 10. 7 S 3.5 - - 13 9.5,6.5 5 4 3 - 10 73 S 4 3 - AN SHALL BE LONG ENOUGH TO REACH THE THAM STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE A$INDICATED ON 14 1t 73 5.5 - - 14 ti.6 9 6 5 4 - 125 95 8 5 4 4 - NOTES$.1)&8:2)A90VE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10S a 5 - - T4 i2 8 6.5 S.5 t - t3 10 65 5 4 3 - FOR INSTALLATION INTO AFS WITH METAL STUDS SEE SHEET 20. i{ IZ 10 - - - N 12 8 7 6 45 �- - 14 10.5 7 S.S 4.S 3.5 - C A14CHORS SHALL BE 114STALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 11-0`12.595 5 _ _ _ 12 9 6 4.5 4 3 - - 9 7 4.513.51 3 - - () 14 10 �7 - - - - ^ 14 10.5 7 5.5 4.5 - - - 11.5 85["4 44 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDCE DISTANCE(ED.)VERSl15 SPAONO RELATIONSHIP FOR ANCHORS, 9y5 7 4.5 - - - - - 14 LTA 73 6 5 - 12 6 #.5 4 - 12•-0" li @ 10 - - - - li t2 8 63 Sb - - t3 10 S 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE,,,fOR ANCHORS: IIS 8.514.5 11 B 5.5 4 34 - - e 6 1 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING iJS 93 6 - 13 05 a9 5 + 105 8 4 ^ R£DUCLDPSPACINGLYING PACING OdTHIN OtOWN UStIGNFACTQR SSHALL p7 BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 0 8.5 - - - - 14 103 7 55 4.5 - .. 11E BY THE FOLLGAING FACTORS. B.S 45 35 - 13'-a" 14 12 - _ - - 14 11S 7.5 a S _ - 12 94.5 s - - - FACTOR 1101715 5 4 3 - - 7.5 5.5 3 ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT 5000 SET ewe TAP W CAP 12.5 8.5 - - - - '• 12 9 6 43 4 - - - 9.5 7 4 - - - THREADFORM TECHNOLOGY r MIN.SPACING a 6 - - - - 13 9.5 8S 5 - - - t03 75 4 - - - - DE OR DDCT.D. MRL SPACING..S• MIN.SPACING 3• MIN,SPACING 3 1/2' MIN.SPACING..3' 3 3/4' 4" 14 12 - - - - 14 10.5 7 5.S - - - 1 f 8,5 43 - _ E.D. 14'-0' 10 7.5 - _ _ _ - 9 7 4.9 3.5 - - - 7 5 35 S - - POURED CO4NCRETE& PM D C013atE {yy�g�pIX POURED CONCRETE& POURED CONCRLTE&TOURED NN33TE C0430E ODP{ 11.518. it 8 55 4.5 - - - 9 6_51431- - - O -CONCRETE CLOCK MNL Ea.3 1/2' NIL Ea"2 1/2• CONCRETE$LOCK CgHI:REIE BLOCK MN EO,-3 1/2•MR EA•21/2' MIL ED.-.r MN ED."3 1 MNL Ca"Y - - - 12 9 6 - - - - - 93 7 45 - - - - 3' I'd 0.90 1.0 a78 1.0 0,84 1.0 t4 - - - - - - - i35 t0 W.- - - - - I03 8 5 - - - ��DE Wd1�y111_ 2 1/2' - 0.81 1.0 - - 0,67 1.0 0 _ _ - •• a.5 c 4 - - - 6.5 S 3 ^• - - - tt't t.:t is�N 10 - a5 0 S - - - - a.5 6 4 - - - _ 2' OLID - 4.51 - - _ :5 &5 20i 8.5 4.5 - - - - 1 3/4' - 0.91 - - - 0.43 - 14 tB 98 4 4S 1 - 112' 0.35 - '" - OJS ._._-9.5 _ - 95 7 5 6 4 - - - 1. FLORIDA BUILDING CODE(Non High VelOCity Hurricane Zone ' Av..,,••,�.,(�/iii Y 02017 TILTECO.INC. BERT 02017 EASTERN SUPPLWIN ��cF,�;•. `9A A Accordion Shutter System 1 L��Eco ,0. ■ ■ ■ ■ KV. SIAM#1 W/OR W/0 KV.WNDOW BInoE American Shutter Systems Ty w•H DESCRIPTION SATE DRAWN 9r I.C.ILUT TESTING & ENGINEERING COMPANY : 6355 NW.SfiN.St..6te.305.NROtOA GNbD15.HOwbt 3316 Association, inc. I OLD 15-085 7/27/1 WtE: 07/27117 O 1 t Pal W Beach, Drive 2 Pnone:(3os)a71-1530.Fox:(Sa5)671-1531 DRAWING N0 f+n'•`•.QRlDP•; ITA a 01;1a1��o0aa.�c, 'West Palm Begch. FL 33AQ7 3 7_)07 U V \ fB-0006719 4 S1 Z� ,11 WALTER A 71LUT Sr.PE. 5 SHEET RE�5 �{9t�E1/DATE nMOA U,_/44167 6 13 OF 20 I� _ - , HOR+-SPACING=OIL=srurnuLL- ORS=GNN-MAX;SHUTTER-SPAN. - AS b DESIGN NEGATE PRifflR - AND A CORRESPONbiN GrOL1NTTNC TYPE FOR CONCRETE OR CONCRETE BLOCK iNST'ALLATIONS (SEE UOUMINOS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED Cott ULM ANCHORS SPACING LEGEND I WALK OVER k 1 TRENCH @RAINGUARO MOUNTING (,K)WALLJfLOOR MOUNTING ©WALLfWALK OVER MOUNTING 011" Mk14UFEitf3 TAPCON OR - PADESCH NEGO6t PFES'aJit&PJV4 p.0=4 NITA91E PM=0104 W ESA TIMM 10WT.E F9EMR111Al2f0(of LSA DMM tz"ITIE pffvm 9ATM(w TAPCON WITH ADVANCED 30 40 60 75 93 120 tno 205 30140160 75 90 120 t60 205 30 44 60 .7S 90 I20 165 525-5 30 40. 60 75 50 120 i8O 205 THREADFORM TECHNOLOGY 14 12 10 9 6 b 6 It 12 IZ 12' 12 12 11.5&S 6.5 7 7 7 7 7 7 7 S. s 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" !, 12 f0 9 Is 8 6 0 12 12 12 12 12 12 9.5 7 7 7 7 7 1 7 7 7 5 5 5 5 5 5 5 S OR USS 14 12 tO 9 8 8 6 0 12 IZ 12 12 0.5 8 6 45 7 1 7 7 7 7 7 65 S 5 5 5 S 5 5 5 BLUE TAP 14 12 Lb o 8 6 8 6 12 1Z 12 12 f2 14 75 8 7 7 7 7 7 7 7 S 5 5 5 3 5 5 5 TAPPER+ 14 12 10 9 8 B B 6 12 12 12 12 13 63 65 5 7 7 7 7 7 7 SS 4 S 5 S 5 3 5 S 4 4,-0« 11 12 14 0 B B 6 6 17 12 12 12 12 95 7 3.5 7 7 7 7 7 7 7 7 S S S 'S S S S 5 14 i2 10 9 $ B 6 6 12 t2 11 95 8 6 4.S MIT 7 l 7 7 7 7 O5. S 5 5 S S 8 5 S 5 T4-12 10 0 B 8 6 6 12 12 12 12 10 75 3.5 4 7 7 7 7 7 7 7 5,5 S 5 S S S S 5 5 14 i2 10 9 $ 8 b 6 t2 2 12. IS 9 . 5 4 7 7 7 7 7 55 4 3 5 5 6 5 5 S i 3 14 ,2 10 9 6 B b 8 12 12 12 12 10 7.S 5.5 + 7 7 i 7 7 7 7 7 S 5 S 5 5 5 5 3 14 12 f0 9 $ 11 0 6 12 12 9.5 75 6 45 35 - 7 7 7 7 7 7 S 3.5 S 5 5 5. S S 5 4 14 12 to 9 8 $ 6 6 12 12 12 9.5 8 b 45 - 7 7 7 7 7 7 S.S 4 5 S S 3 S S 5 4 #` SEE ANCHOR 14 12 10 o 8 B. 'B 6 12 12 15 9 7s 5.S 4 J 7 7 7 7 7 1,5 3.5 - 5 5 5 5 6 is ss - SPECIFICATIONS t4 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 S 5 5 5 s 5 5 5 ON SHEET 13 14 12 t0 9 B 8 6 6 12 12 8 6 5 4 1 - 7 7 1 1 7 SS , .S 5 5 5 5 5 4 3 14 12 14 9 $ 8 6 6 12 12 10 8 65 5 .15 - 7 T 7 7 7 8 4.5 - S S S S S 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 0 65 5 3.5 - 7 7 7 65 A5 4 - - 5 5 It 5 5 4 3 - 7•-0« li 12 10 0 B 8 8 6 12 12. 12 6.3 7 5 f 3 7 7 7 7 7 7 7 6 5 5 5 5 9 5 5 5 14 12 10 9 8 8 '6 8 12 t4 6.5 5 45 '3 - - 7 7 7 T 65 5 3 - 5 S 5 5 5 5 35 3 �+ 12 1 8 B 6 6 12 12 85 7 55 4 - 7 7 7 - - 5 S 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +.70, -75 14 12 0 9 $ b 12 i2 A5 7 5.5 , 3 - J 7 55 4 3 -• - 5 s 5 .5 35 - PSF A.S.D DESIGN PRESSURE B'-0" 14 12 t $ e s - tz 12 Ip z5 6 4.5 J - 7 r 7 7 r 7 a s s s s s s a RATING & FOR SPANS PER 14 12 10- 9 8 8 6 - 12 9 6 4.6 4J - -- 7 7 7 7 S.5 4 - 5 S 5 5 5 4 3 -• SCHEDULE #3. SHEET 11 4 ,2 t0 9 8 a 6 - 12 It 7.5 6 5 75 - - 7 7 T 7 6 i5 - 5 5 5 S S IS - 14 12 14 9 8 a - 12 1.5 75 6 5 35 - - 7 7 63 5 4 - - - S S S 5 4 3 q._G. 14 12 10 9 8 8 - - 12 12 9.5 65 5.5 4 3 - -7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 t2 10 9 8 B - 0.5 a 5 4 ].S - 7 7 7 8 S S.5 - S 5 S S 5 4 3 t{ 12 1 8 8 - 12 10 8.5 5 4.51- 7 T 7 55 - - 5 5 S M S 1 - 14 12 0 0 8 8 - t2 0.5 7 8.S 4.5 3.5 - - 7 7 5 5 4.5 - - 5 S 4,5 .5 - - - 11 12 6 8 - - 12 11 A5 6 5 3.S - 7 7 7 7 4.3 - 5 S S S 5 4.5 14 12' 10 9 8 $ - 95 7 4.5 35 3 7 7 7 5.5 i,5 - - 3 fi - 14 12 10 9 8 8 - 12 9 8 5 4 - 7 7 7 6 5 - S 5 5 45 S - - 14 /2 10 9 a a - 12 OS 6 5 4 3 - 7 7 5 4 3 - - S 5 S 4 3.5 - - 14 12 10 9 B B - - 12 10 7 5.5 4.5 3.5 _ _ 7 7 7 7 7 7 3.5 - 5 B S S 5 5 5 4 /�+�"'�� BLADE 1/�' 14 12 ,0 9 8 a - - BS 85 , SS 3 - - 7 7 5 5 a - 5 5 5 S 4 J - 1 ' j H V {.J LA✓E ONLY LY T4 12 t4 0 8 9 - N e 5.5 { - - - 7 7 7 5S t5 - - - 5 5 5 5 4.5 - - - �! 14 12 10 9 B - - - I5 8.5 565 45 3.5 - - - 7 7 4.5 3.5 - - - - S 5 45 35 3 - - - 12'-O�t+ !2 t0 9 a - ^ 12 9.5 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 _L.4S 35 I4 I2 10 9 B 8 6 4 ] 7 7 5.5 4. J.! - 5 S 5 45 4 3 t4 12 f0 4 8 - 1D 7.5 5 4 - - 7 7 6 5 - - ,4 I2 IQ O.S 8 6 4 3-5 - - 7 0.5 4,6 15 - - - - 5 5 4.5 JS 3 - - - 13'-0"14 t2 1 0 0 - - 1.5 8.5 8 45 35 3 - - 7 7 7 7 7 +T5 - - 5 5 5 S 5 5 1.5 35 14 t2 to 9 8 7 5.5 1$ 3 - 7 7 5 4 3 - 5 3 5 4 3 - 14 12 to 9 8 9 7 S .75 - - - 7 7 !is 4.5 - - - 5 5 5 45 4 14 12 10 9 - 10 17.516 4 3 - 7 6 4 S - - - - 5 5 4 3 - 14'-0"14 12 10 It - - - OS B S.5 4 35 - - 7 7 7 7 7 4 - 5 5 4 5 5 S 4 3 t4 12 to 8 - 6.5 5 3 - 7 7 5 35 - - - - 5 S 5 4 - - 14 12 10 5 - 85 65 4 - - - 7 7 1 5 4 1- - - - 5 5 S 1 4 - - - 1 12 10 - - 9 7 4.5 3.5 3 - 7 5.5 J.5 - - - - - S 5 35 1 3 - - - 15'-O«14 12 10 - i0 7.5 S 4 3 - - - 7 7 T 7 7 S.S - - 5 S 5 6 S 6 4 3 74 12 1q - 8 4,5 - - 7 7 4.5 3 - - S t{ t2 t4 - - - B 6 4 - 14 f 10 - 8.5 5.5 35 3. - - ti 12 10 - - - - - 8.5 7 7 7 7 6 3 - - 5 S 5 5 5 4.5 3.3 - i8'-0" fa 13 ib - - - - - - - - - 5. S 4 3.5 - - - 6 45 3 - - 7 6.5 4 FLORIDA 1� 1 I,'__((..__1_�-_(Mon ------ -- - - -------- 1{-/2- 10--- --- - - 75 55- 75 - - 7' „ H - - S 5 45 - - - - -- FLORIQA $U1IQING LOQI_(NOn Rign Velocity Hurricane Zone' 1i1EE„1Q`"••,.......,• �J�, 02017/ILTECO.INC. 02017 EASTERN MESAL SUPPLY,INC. ucENs� BER HA H TM 1 L ECC 1 N A.S.S■A. Accordion Shutter System H.v MADE#1 w/OR w/o H.v.Wcaoov BLADE • /��([p//[^fy TILUT TESTING do ENGINEERING COMPANY American Shutter Systems REV. PESCROnon DATE ORAPRI BY: LC. Association, Inc. t OLD t5-OB5 6355 N.W.351h St.Ste 705 IWC M OJfDQ s RfF01 33,6 Tf27fi CAM 07/27/17 Pho-:(305)871-1530.F9a:(305)871-1531 4268 westroods Drive 2 DRAWING No t� 1 o-moo:Ot"00ool.cam west Palm Beach, FL 33407 s 17-107 S M�Sj....'......•' 1~1!1 Ell-0006112.. ••� ONA4 EN .1' WALTER A TIWT, P.E. ' FLORIDA Uo.F 44167 5 SHEET P.E. S {C'StBt1A�URE1DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,R,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (irm,) SCHEDULE FOR GIVEN MAX, SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTINQ TYPE (SEE MOUNTINGS ON SHEETS 16& 17). u P==t !S3;•-T- F;;Z,�,--t- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE Na. SPRUCE PINE PRUC PINE 1/2" MIN. COX 2 WT�!MINp.pGR0.55. FIR NQRTH RR SOUTH DOUGLAS FIR W/ MIN, G-0.50 W/MIN. G-0.43 W/MIN. G=0.36 PLYWO00 A0t10t1.c-O 50 W/ W/ MIN. 6=0.43 W MIN. G=0.38 spm($ WALL. MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0, WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGSL( N. 0 & R FLOOR MOUNTINGS M, , 0 & R FLOOR MOUNTINGS p & Q S k Y 5 &Y S&V w& x W & x w & x NN _ _ 1}911 wATTE PMET Kum LM LOOT WA"Mme DPM 64 kilowirm own TMG 04 fma&cc'1FIT Olml Kwk 171SAf:TA4C fPf)kaC6CI IIIART F$TSFE f5]!C l;d) 0 t19N A[URF-RtAPt M.RG{y�AE:i BEOi NLO!d 0f34,FE R4'tG(p4} 3T1 40 BO 75 90 05 30 40 --175190 (05 30 40 60 75 90 05 JO 40 60 75 90 05 30 40 60 75 90 TS 30 40 80 75 -.105 Sq 40 160175 90 05 30 40 BO 75 90. tl5 30.40 60 75 90 05 30 40 6q 75 90 O5 '_0.0B 12 10 t0 9 8 a 6 6 6 6 a 5 12 t0 i0[_4 8 8 6 6 6 6 6 6 12 10 to 9 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 72 t2 i2 T2 t2 12 12 12 12 12 i2 12 12 4'-0• 12 10 to 9 8 8 6 6 6 6 6 6 12 10 10a 8 6 0 a 8 6 6 12 10 10 9 a B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 T 6 8 6 6 6 6 6 5.5 12 10 108 8 6 5 6 5 '6 5 12 10 18 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 0.E 12 10 0 9 a 6.5 6 6 a 6 5.5 4y5 12 10 t08 5 6 T6 6 .5 5 4.5 12 10 10 9 6 3_5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_0' 12 10 7 6.5 l 6 6 6� .5 +.5 4 t2 f0 iD5 3 6 6 6 5 3 3.5 12 TO f0 T 3.5 - 6 6 6 5 4 3S 6 5 4 4 - - 22 t2 12 12 12 12 12 t2 i2 L2 12 t0. 12 t2 t2 0,58,5 7.5 W-0' 12 10 0 7.5 .5 3. 8 6 6 5 4 3.5 12 10 103i5 - 6 6 5 .5 3.5 J 12 10 10 4 - - 6 6 5 .5 3,5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 l2 12 11 9.5 12 12 1.5 9 7.5 6.5 910' 12 to 1 3.5 - I 6 5.5 .5 3S 3 12 10 2 - - 6 6 4.5 4 3 3 12 TO 4 3 - - 6 6 4,5 4 3 3 6 5 3.5- - - 12 12 12 12 12 ICL 12 12 12 1°9S 8.5 12 12 10 8 0.5 5.5 10'-0' 12 t0 7.5 4 - - 8 5 5 4 3 12 106 - - 68 4 .5 3 12 10 3 - - 6 6 4 ,5 3 - 6 S - 12 12 12. 12 1.5 9.5 12 12 12 I0 6.5 7.5 12 12 9' 7 6 5 12 10 5,5 - - 5 6 4.5- - - t2 t0 4.3 - - IS .5 3.5- - 12 10 - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 6S 12 r2 12 9.5 $ 7 12 12 8 b,5 5.5 4.5 12'-O• 12 10 4.5 - - - 6 8 4 - - - l2 l0 3.5•^ - - 6 5 J.5- - - 12 10 - - - - 8 5 3.5- - - 6 5 - Jk12 1,5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-O• 72 /D - - 6 6 - - 12 10 - - - b 4.5 - - - 12 A5 - - - 6 4.S - - - 6 },g - - 9O. 8S 7.5 12 t2 10 B 6.5 5.512 0.5 7 5.5 4.5 4-O' 12 t06 5.5 - - 7 - - - - 5.5 4.5 - - - t2 7 - - 5.5 4.5 - - - - 6 3 - 9.5 8 6. 12 t2 9.5 7.5 6 4.5 12 9.5 8.5 5 4 326 - - - - 12 - - - 5 - - 12 - - - 5 - - 6 - - - - 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 12 - - 6t2 - - - - 5 - - - - - 11.5- - - - 5 - - - - 6 - 8.5 6b 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5- (10 HV BLADE OR M HV BLADE W,/ ill HV WINDOW BLADE WORKING IN UNISON* •6EY Uy(,nov6 Of us,'C' tnAn�l'y a1 5nm 16 t N07ES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.INCI(ORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOW✓: 3.SUBSTRATE SNAIL CONSIST OF THE FOLLOWING: -SOUTHERN PONE K.2 W/G-0.55 Q&DS) 1/4'0 TAPGON ANCHORS,AS IAARUFACTURED BY LT.W.BVIIDEX W/MINIMUM EMBEDMENT AS INDICATM AT -DOUGLAS FIR W/G-0.50(rLD.S,) EACH SECTION ON SHEETS 16 h 17, -SPRUCE PINE FIR NORM W/0-0.43(N.D.S,) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.0-S.) -MIN. 1/2•COX PLYWOOD(1996 APA) 2,ANCHORS TO HOLLOW CEIIRffi SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SRALL CONSIST DF IAO SCREWS AS PER NOS 2015 SPECIFICATIONS. AN. CR ORZAS rCR IU ALLED FOLLOtMTG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1111 Q� e, ©2017 DLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. Y' 'uCEIAJT`•�' BERTHA RVTM r F ' A Accordion Shutter System ■ ■ ■ ■ ALV.MADE#t W/OR W/O KV.WINDOW ELADE y` • American Shutter Systems EV,N DESCRIPTION DATE CRAWN BY: Lr TICCIT TESTING do ENGINEERING COMPANY y Association, Inc. 1 OLD 15-Da5 7tz7tt DATE, a7/z7/t7 Y 0.355 N.W.36tH. s)SM,SAS,V.RGo. GARDENS.r18RL'A 334 � .4268 westroads Drive 2 1 Phpnv:(]05)971-1530.To. (JOS)B71-1531 DRAWING No YA a-rn T:1alacoOnoleo+n West Palm Beach, FL 33407 3 S••••..... `i} 111 Eo-0006719 17-107 ./Q��1 (1' WALTER A nWr 4r.P.E. 4 4 ,+4I FLORIDA Nc.#44167 '5 SHEET P.E. sEt�tf3t8idAA1'uRE/DAtE 6 15 OF 20 —�—INSTALLATIOW7DETAILS- OW-EXISTING—WUM—Ef HV & HV+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD —WITH HY BLADE ffl ONLY -SHALL WALL FINISH BE LIMITED TO 105.0 12st A.S.D. DESIGN PRESSURE RATING. SEE SHEEJ 1.2 FOR MAX SPAN & y/4-0 DTAPCCN OR -) YLOSKING—M—UMSON TN WITH ADVA14CED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1) i THRMFORM TECHNOLOGY 1/4-0 TAPCON OR W t 1 2'Wm,PENETRATION TAPCON WITH ADVANCED THREADFORM IECHNOLCGY a IT TO %V/ 1 1/2-M.n. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) MIT) SEPAMT104 EXI 1 11 (SEE TO DAM(SEE OR I SHEET 1 1/4'0-20.3/4'S.S,MACHINE SOiEDULE ON SHEET (S SC ULE.111' --20 NUTS 17 FOR BLADE(DAIO— SCREWS W/1/4 Li X111 I OR(9,; @-@ 0 12'04. ON SHEET 19 FOR 3 I'Min. EXISTING I BLADES CD&9 rON N 30 GLASS-1: r-E f Iv WALL ."T L--optlonk 11 .,,-WALL EXISTING MIN. FINISH CA 4 M"' S�4 E I 2"X4 WOOD 91'TING M114- HEADER REQUIRED I x WOOD t/4"O TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED TKREADFORM TECHNOLOGY W1 I Jf2�CED EXESTING I &K SEPAWON Min,PENEM71ON OF THREADED AREA to GLASS---d To CLASS MNO MIN. TO CLASS STING WOOD HEADER. I SCHEDULE (':SCIIEDULE ON SHEET 15) FOR dDANo It 2 "' 2-z4-CONT,SILL ON 9 FOR CLASS--j_(BE CHEDIAC ON SHEET it PLATE nEO'D, (�)HV WALL HEADER INSTALLATION O)HV WALL SILL I ION OM HV WALL HEADER INSTALLATION I - I �I - p I I I I j MIN.SEPARATION 70 CLASS EXISTI? MIN, SEPARATION TO GLASS HEOULE ON SHEET it GLASSEXISTING-14�SEE SCHEDULE ON SHEET IIr— EXISTING N.SEPARA71014 TO GLASS MASS 2'x* CON"(SE OULE ON SHEET 17) WOOD PLATE 1/4*0-21Y�4 S.S. MACHINE 'S 1/4-0-20x3/4-S.S. USING 1/4*-20 NUTS MACHINE SCREWS W/ a 12'D.C. 1/4--20 NUTS 0 12- FINISH _M111 r-rr=====U WALL D.C. OR Rj WOOD PLATE F: 7% 4atL'1S11S11tI 1. I"Ep -E a TV LE Im. I'Min. I TAPCON OR TAPCON WITNA DANCED On(B TIARMFORM TECHNOLOGY W1 1/2' IV Cout. Mn.PENETRATION OF THREADED AREA TO ILL PLATE EXISTING WOOD HEADER� S 1/4-0 TAPCON OR TAPCON WITH ADVANCED EADFORM TECHNOLOGY W/1/2* 1/4-0 TAP .REO p. 014 SHEET 16) TAPCON I I -SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE THR OR ADVANCED PENETRATION OF THREADED AREA 114TO PLYWOOD 1/2� 119.CD) I C D LOGY SHUTTER ASSEUBLY. WALL FINISH I(-5`E"E- 504EME Off SHEET 15) EXISTING M1 2-.4 PL,� 1HREADI'D`10.IE-C M L N U REQ C MOU14TIMO SECTIONS CAN C '000 RE MIN �ENETRA .T" STUDS 0 1 MAX ";O%J'TO BE'PLYv ""a M COMBINED IN A14Y WAY TO 0 1/2-MIN.COX PLYWOOD REVO� Rfa`D,P4 FINISH- 'Yl/ AREA IN PL 00 VEASPING MIN 2.4'STUDS 0 IS-D.C.MAX, REO'D. ATTACHED TO STUDS In (SEE SCHEDULE ON SHEET 15)N OF L SUIT ANY I"STAUATION, HV WALL SILL ,INSTALLATION PLYWOOD TO EE ATTACHED TO STUDS If?ACCOROMCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE n() HV -WALL SILL INSTALLATION ♦SEC 5ATIONS or F.B.C. - -- BLADE .11 SHED=6�', FLORIDA BUILDINGCODE Non High Velocity Hurricane ZoneV�Isvk k r 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, E AABERTHA HVTM . Accordion Shutter System KY. W/OR W10 KV.WNDON M TIWT TESTING & ENGINEERING COMPANY ADE S.S. . BADE#1 American Shutter Systems REV. DESCRIPTION DATE DRAWN BY-. LC. Assoclailon, Inc. I LD -085 17 r, 07/27/17 07/27/ CAT MSPKW�36%,st,sw.SOS.WRCM OARD01%VLOROA 33161 Phone 1(305)871-1510.Fox-(2105)871-1531 4268 Westroods Drive 2 DRAWING No -.411:V t..*Ow.cvnh West Palm Beach, FL 33407 3 ED-q I WALTER A,C`C`7 911.P.E. 17-107 LLIT 4 RNMUZ0 FLORIDA Un.IF 44167 5 ODATE 6 6 Of 20 - � -- ` ~ J END INSTALLATIONS Cj HV BLADE OR tt WINDOW BLADE INTO 2"x4f3 MiN WOOD STUDS Y*<-Yw,avap Stuns RC0'0. 314•1 .batt] 5'rt'WtL . sows RE0"0. wow$traus._.. ` ,. •. 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Enatits,uUs5'--* FOIt'�nJ,noN o 1r o.G RCNtsAATKN o 12•p.C, G� w•. 1-- t/y Liu IT,or°wC�C imil uaT sowtatxluStJRdiAslwtCrr t —,r -�•3 !' j \r� I —(4� 1 •—C-0-O8•ty3T-�—Ca aw; e9eUvr�1na a .� � OS£lA£OEtildI(A�ATO14NNSSHOErET USE rOR�,q Ol SILOS tNaCoYr }7R j •I � ©OR aawR qca $ 1y - .f•R © - 3• wu r. Ytxaks @• -CA-0.0- S ?IAN ETAtt X END CONNECTION ETAIL QI SND CONN 1110H DETAIL 12 FLORIDA BUILD] CODE(Han Nigh Velocity Hurricane Zone' {{{1,`lj�+••„•...,,• ��1, 01017 TILTfCO,INC. 02017 EASTERN METAL SUPPLY,INC, V` vc�n+sF•.;���� —�- BERT A HVTM IiL EC O �N.. A,,,S,���.A. Accordion Shutter System : Hu et/wE1 w/OR W)10 KV.\MNDCtA RADE American Shutter Systems iILL1T TESTING dt ENGINEERING COMPANY y Ev.N! DESCRIPTION DATE DRAW 0r. L.C. .��1'•• V 8355 lcw_36th,st.St..105.1 o-%CARIOUS.ft42aA 3na Association, Inc. 1 OLD 15-085 7I27ji odic 07j27/17 Phan.:(3o5)871-1530,To.:(305)871 4268 1Yestroods I)Ave 7 DRAWING No _am0 IDlw.a.ol.4. Vilest Pafm Beoch, FL 33407 5 ' IVAL ENG t4ALTERB Ili J,.P4. 4 17-107 FLORICA tie,tl 4#167 5 $HEFT P.E. SEAL/SiGNATUREJDATE 6 18 OF 20 1 /. i(�p GEN IMITATIONS AND CONDITIONS OF,�E FOR BEFnM A G Y" Y 'Y- 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 RAI• 2,MAX,SHUTTER SPAN:96` .3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOULTTINGS M,0.T.U&W ON SHEETS 16&17. r-- ORS ANRLY CETRERItATE IETEDCKB OR P/T GLA )TET CASEEOF OPP SUtG �'• 17,YpUTR�MUSE BE INCLUOEI?,ONLY AT EXTERIOR ACCESS SLOE or CEN E. TYP.FA D ♦ • ♦ ♦ ♦ ' .rr rr {3'o5. A)W WINDOW BLADE HOLES}FOR fQ PER®tAtTEA7 SPAGNGSL ONLY OSHOWTN ON SHEEP 40Pf?NNCS a j r JJJ�� (8)MIN.CLEARA/CE FRO TOP OR BOTTOM EDGE OF ITV WINDOW EtADE IQ}i MA1f.5 WINDOWS a s t s ♦ ♦ ' ,' t-'} ,' OF ANY ro HOLE FOR t4 SHALL BE 12'. ALLOWED'AT HV ul ♦ 1"y�( WTNbOW BLADE l.N (C)FIRST OR OWE COMING OUT FROM STARTERS AT ENDS MAY BE HW WINDOW BLADE r ♦ ♦ A ♦ ♦♦ +, (0)HV WINDOW BLADE @ MUST BE USED ALTERNATE 74 A SOLID HV RLADEQ1 r THROUGHOUT SHUTTER'S WIOTH„ r A r .� • A A frq rr r (ELME T AT EITHER SIDE OF THEW INSTALLED ADJACENT TO A SOLID HV SEE END 'I -qq , `r rr THE INTERIOR OF THE OPET9NG BEING PR07ECTSHALL BE ID.WL LED T§MUSS FACE BE CONNECTION _ + A ♦ ♦ ♦ 1954 ONLY INSTALLED AND LOOKED ANG A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS ♦ ♦ tlrr INC. 10& I6 M. +CD FULL HEIGHT. ; 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALUI71ONS INTO WOOD FRAME BE BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES a T?ptP i&2 ABOVE). y C � 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED N '•$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY I U_Ud 4 SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 8,MINIMUM SEPARATION TO GLASS SCHEDULEE,PER ASTM E-10961 s"a I(SEE PLAN FOR REDUIREUENTS) �� D H TYP TOP&BOTTOM yr ,..�°R °ICJ VJ _010 20"i MINIMUM SEPARATION TO GLASS NU1.IREO WIDTH T TH�113 i" ELEVATION MIN,SEPARATION TO GLASS , 6.25' EXISTING GLASS SEE SCMILE ON SHEET 11 FOR BLADE CU ARTS ON THIS SHEET FOR FLAIGS(D&V AND W1 08 UIE9 NOTE 4 AROVE) yp- TYP. STAN R C£NIERNATE5 2�1t 3�j �, i / �,A 1 W/1(. AN W/o S D SE NOTE a ABOVE) 27 tt i PLAN �\ qa=�R TYPICAL, (1) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTJER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `WWW1t.�P, �`4E^in ��: Q2017 TILTECO.TING. 02017 EASTERN METAL SUPPLY, INC. T717 BER�HI�H�TIA = —'_ A■ .S■A■ Accordion Shutter System /T_' .o i�1Tc. Hu MAX � w/DR W/O Hu ktNDGW MAX "p s,(�'; TIWT TESTING & ENGINEERING COMPANY American ShUNer Systema EV.R ocswIPNON DATE DRAWN Br. L.C. A4; Association, Inc. I OLD 15-085 7/27/7, DATE: 07/27/17 a� Pw.-.(305)871-1533011��.� 7�31"'A 4268 Westroods Drive : DRAWING No e-mak 4T1ecoQoU.com West Palm Beach, FL 33407 s ER-0066710 17-107 + '• rRr+ WALTER A TLLUT Jr.P.E. A P.E. SEAL/SIGNATURE/DATE FLORIDAL%a At167 5 SHEET 6 19 OF-20- . + � | - L