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HomeMy WebLinkAboutProduct Approval m Business & Professional Regulation r �� SCIS Home Log In User Registration Hot Topic Submit Surcharge ! Stats Q Facts Publications FBC Staff BCIS She Map Unks Search Product Approval a � USER:Public User Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 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 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 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud 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 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 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 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVl blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks COMBO-(N0n HVHZ) Drwg 17-106 (top 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 Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back 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 used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address 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: GENERAL NOTES: 1 BERTHA M.V. ACCORDION SMUTTrR SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLLWCE IN ACCORDANCE WITH THE 2017 (6U EDITION) OF THE FLORIDA BUILDING,CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT MON VELOCITY HURRICANE ZONES DESIGN WIG LOWS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION!WHERE SHUTTER WILL TABLE OF CONTENTS BEINSTALLED WITH A DRTY ELTIONALIFACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A,$,O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 k 70 IN ORDER TO VERIFY'HC ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOWS AREA 1: HV 9LADES:1: BY MULTIPLYING IMEM BY 06 M ORDER 70 COMPARE THESE W/MAX_ (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 k 20 GENERAL NOTES SHEET 1 IN DOWER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PED.,AS TESTED. WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 9M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS, HOWEVER,A WIND DURATION (ACTOR CO-1 60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-31 SHEET 3 BERTHA HV, ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION +609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 All R[PORT6' TYPICAL WINDOW BLADE k WINDOW DLTNI -IN BLADE Q) /0214.01 C3, /071501-03, /1004.01-05. /121401-05, /0317.02 06. #060901-10 AND/0210.01-1+ AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2 HV BLADE(L AND HV WINDOW BLADF AND E-1996 STANDARDS (MISSILE LEVEL D. 'WAD ZONES 1. 2 k 3)k 11220.01-10 AS PER TAS 201. 203 k 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) MV WINDOW BLADE 8 /050501-08 AS PER ASTM E-1886 AND E 1996 ;MISSILE LFVFL D. WIID ZONES 1. 2, 3) BASIC PROTECTION ONLY A14D/ 0725.01-86 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVAI)M k NOTES ON LOCKS SWEET S INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 'r Hv BLADE()AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WIN EACH OTHER UNDER THE GENERAL LIMrTATDNS AND CONDITIONS OF USE IROICA'ED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS SHEET 6 3 BERTHA HV ACCORDION PINS (M7 SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14.2.75'AND 114.1.75 RESPECTIVELY, 410-M MINIMUM SERIES STAINLESS STEEL SCREWS WIN 135.0 k[i YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERT A HV DACROSMIELD COATI!4G SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATINNGG DETAILS HEV SHEET 9 COATING APPI ICATORS, RECISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PMS MUST BEAR THE HV MAPoLINC ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 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 MAXIMUM SPAN TABLES $NEE( 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE k BLOCK SWEET 12 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 VAIN 50 ks; MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STREHCIH. ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 13 AND SMALL CCM1'LY w/FLORIDA&XLDMG CODE SECTION 2411.334 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14 6. 6d TS TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- *DOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS Hv BLADE (D : 12,t3.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE(D k 8 WORKING IN UNISON12. 13 k 15 END CONNECTION DETAILS 7-1I k X. W000 BIURET 18 8. THIS BERTHA H.V. ACCORDION SHUIILR SYSTEM BEARS A U.S PATENT 16.779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN YMOLE OR IN PART BY U.S.PATENT /5'458,179 ISSUED TO EASTERN METAL SUPPLY. INC. AREA 3: HV WINDOW BLADE ONLY 9. IT SMALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGE$WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT%ITN THE BUILDING TO PREVENT WIND/RAIN II TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UMUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS O HURRICANE WARNINGS HOML OWNER, TENANT, OR OTHERS, VUST PROPERLY CLOSE ALL MV AND HD AREA 4: HV WINDOW BLADE(T)ONLY LNI ENTERMATES AND ENGAGE OR LOCK ALL HIV AND MD LOCKS 11 SHUTTER MAM7EACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE VIN SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE HSTA-LATS DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERIHA H.V.ACCORDION SHUTILR SYSTEM'S INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDIC-ION WHERE PERMIT IS APPLIED TO 13. (9) THIS P.E.D PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONIRN:IOR TO BE RrSPONSRIE FOR THE SETICTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED.. PROVIDED HE/SHF DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY_ OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P ED WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SATE SPECIIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTEC'T WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE IRRESPONSIBLE FOL THE PROPER USE OF THE PC D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (s) ORIGINAL P E.0 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORDA BUILDING CODE Mon High Velocity Hurricane Zone r20+7 IT,TECO, N' 2017 EASTERN KETAL SUPPLY, INC a`A �.-`�CENSF'':�9 HVTM 11 L 1 E C O . S S A Accordion Shutter System �/ ` 1 N C. ■ ■ ■ ■ PLV. BLADE/1 W/OR W/O KV. WNDOW BLADE Q�TI L,/ *} TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems 6[,cRn,aN BAT[ DRAW«eY. L.C. t' b A Vra�C : ssociation, Inc. I OLD 15-DBS 7/27/1DATE. 07/77/17 M� u6s NW Lem SL,SM.JOS,A+ICIrAA C4Ma6,FLORIDARORM JJt6 III- W5)8n-ISJ1 4268 Westroods Drive z DRAWING No i(` AVIl11J - '4T-AA mo;,:tA..P0ea.FPm West Palm Beach, FL 33407 s �SS�ONAI E \,AAA WALILRBo""6719JUT r.P.E 4 17-1 O7 FLORIDA Uc. /44161 S SHEET P.E. StAtfSIQNAYURE/DATE 1 1 6 1 Of 20 c3Y INA WINDOW DAK vAREs 1, 1 1 HV SOLID BLADEt, 0NV fi0•/1B0' STARTER 3 HV UNIVERSAL FLOATER QUALIFIED oR USE W/ COVERE UNDCR ..S =ATEN; b S4b,8'/9 QUALIFIED FOR USE W/ HV BLADE,1 ;�HY DIRECT ►COUNT HV BLADE © HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER v QUALIFIED FOR U1 W Hv 6063-TG OY AND TEMPER E LIMITATIONS OF uSE OF BADE Qa ON tiHEEI 19 ALLOY U _ 6063-f6 ALLOY ATD TEMPER •12 r g _ 6063-T6 ALLOY AND TEMPER .-X1.326-- - 124- .065• V, 7 -_ �t a §- 994- n • 6• :g 72 2 I ' w n y $ 1 7)KV ADJ. ADAPTER_ W/LIP ' +20012 3 -'! 3.226• QUALIFIED FOR UJE W/ HV (8 HV WALKOVER TRACK 6 IHV ADJ. FLOOR TRACK BLADE i QUALIFIED Fort W/ HV C9,HV TRENCH TRACK 3.7so 6o63-T6 ALLOY AND TEMPER BLADE 1' QUALIFIED FOR USE W/ HV QUALIFIED FOR UJE W/ HV 6063-T6 ALLOY TEMPER BLADErlIONLY, (110 HV RAINGUARD BLADE 1 6063-TG ALLOY AND TEMPER vOUALIrIED FOR USE W/ HV 6063-T6 ALLOY TEMPER "' VARIES 21 , BLADE 1• �5• 2S' r VANES 1.9]6- 6063-T6 ALLOY AAD TEMPER p .� 3 ,-.06J'17' 063• g-.I-OB-'• i4^-�� � 093• ' 670 � -I .12•�T• � 1T•gg -7 n 11,6701 L 1.666• 1- 670 3-529' J `1 HV HEADER/SILL (15 HD CEILING HEADER/SILL 11: HV CEILING HEADER € �, Ol?�LIFIED FOR USE W/ HV BLADE(7;ONLY, OUALKI D FOR USE W/ NV BUOEo'�1 lONLY iE 6063-T6 ALLOT AND TEMPEK— QUALIFIED FOR USE W/ HV �AOE� (I'�, ND WALL HEADE SEE SECTIONS FOR VAIIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FO�R USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE , ONLY. 6063-T6 ALLOY AND TEMPER - x I rn1woNEENT A 1 9 T1 T3 x r 1 z MN r W*A 1 72- 125- 2• 5•MAX. 1/8• I 1/e• 3• 3• 0.090 2' S-MAX. 0.192• 0.192- X SIDE A_NG ES — 20 CORNER POST I U '1�9 S QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5• 7•MAX.',0190• 0.190• UALIFTED FOR USE W/ FIV BLADE 1: QUALIFIED FOJJ USE W/ HV BLADE,i 6063-T6 ALLOY ANO TFMPER BLADE ! ONLY. � I 2• 5•MAX.,0.139• 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane tone 10P.- 17I �. 0"17 Txrecc. 02017 EASTFRN METAL SUPPLY,INC. 1 � ��� �. W�P .......... /l'zBERTHA T - vCENs� ✓9 A S S A Accordion Shutter System c y I L E C O I w c. ■ ■ ■ ■ KV.RASE#T W/OR W/O KV. WINDOW BADE TILLIT TESTING h ENGINEERING COMPANY American Shutter System KV. CARpnw1N 6TA71 pF 63M N W.x,. s1.Sm.MS.y1R—G.M*WS.neo.331" Association. Inc. 1 OLD is-oas 7 7 1 wrz 07 27 17 2 0•' PncM.(305)871-1530e Fo. (305)0 4268 Westroods Dr,ve71-,s11 DRAWING No �f '••,Olil01!.•'�, WSW .- 6,Ult-o*,a'..e.., West Palm Beach, FL 33407 s �•,y n/0'•-...... \a1111W WALTCR A-WOsil9r P.E. 1 17-107 P.E �ilA�Cll�E/DATE rLOROu 0..�H167 5 SHEET ..660 .7N' --._- ?ice• -- , � i Iflp � I _ ._._ I T- �� [.fY.i. "� MM6gD�MM[D� �/.•-2O ' `, - I I � � (2 MJ • , TI61f/W� OC Cw6T i of I MR[0 PMf � i .062 ^' R • J 4 �OKMMOR UPM -1.225' // AAA n A' NV GENT Ry1T — _ 31sA' li u - — 1''�•Ro � :.tw.st rnmDEI+ - - 2RA25 crLwoER �, a gm(C~ (W0"E PlA1N) • r� PLAIED) QUALIFIED OR USE W/ W BLADE,-1 k f't ONLY 22 HV FLOATING CE 3 J VA HV EGRESS LOCK 6062-T6 ALLOY AND TEMPCF OUA[iFIEG FOR JSE W/ NV BLADE 1••$ ONLY 1 Q'�. 2.OIJ' _ „pts QUALIFIED FOR E W/ HV QUALIFIED FOR T 6063-T6 ALLOY AND TEMPER . BLADE ONLY. ®EOW/ N NLY I IFIED FOR USF W/ HV BLADE(t.ONLY -.250.O.D. 6063-T6 ALLOY AND TEMPER 18' T.7 PLASTIC HEAD)M .r,r'f6• r 4.44 2 MOLDED E� zD76' 17 W r (� �1� OPS $ P n •AFTER RIVETING I "4'I yi(1� { °°�• �. 1/4"f--20 x+3 4" BEFORE RIVETING e .i o - S.S. THUMBSCREW 1/4"0-20 RIVNUT O1 *cERIES D111 MIM1tJM(2621-T2 ALLOY)LARGE FIANCE INN I`2.AW.. _ _ —1 L_ AwS-CET WTSERT,PMT/0620.AS WKIKAVUpo(N AVDEL FRONT E1°A ON HV MALE "T" LOCK CENTERMATF QUAL !566 A2Z CHFRRr"'YORN,PARStP."NEW JERSEY 0Y051 OR EOUAL 27, LOCKER FOR "T" LOCK C N RUAn QUALIFIED FOR USE W/ HV BLADE 1,ONLY I�9 HV F_EMALE "T" LOCK CENTERy1TE ® HV "T" LOCKHy K QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE W/ HV BLADE(1 ONLY QUALIFlED FOR USE OUALIFIED FO USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER W/HV BLADE 1 ONLY, BLADE 1I ONLY. ,. tr, ^8 J �• 14k HLOAVURN .063 0�• CYLINDER OR .2. �! KEY CYUNOER AN i o 0.875'W., 31 HD CENTERMATE I No WCKING goo 32CENTEgMAT HQ oE w/ LOCo 1 125 Max" GuALIFIED FOR USE W/ HV BLADE 1 & A; c QUALIFIED TOR USE W/ HV BLADE 1 h �a 6063-16 ALLOY AND TEMPER HD CENIMATE'5 INSERT " *– .-r RIES, +2'MIN. 6063 T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ Hv BLADE:, & 11•TK-201 /6'A-16 11 6063-T6 ALLOY AND TEMPERWE 6ETAE6)- '. Z t t 5' DO - LINDER __ a - JLINDER KEY ® LOCKING ROD� t7Me.. i-_ QUALIFIED HD LOCK 1Ep FOR USE w/ HV BLADE 1j '2 -- .375'0 t/4`6 _ _ 6063-T6 ALLOY AND TEMPER 36 HV 3/8"0-16 ACETAL . F'IV tA(4" d- D AISI 04 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. /�. 'S)INSTALLATION WILL REQUIRE A 7/16• HOLE THUMBSCREWS RIES S.S. THUMB REWS OUALIFIED FOR USE W/ HV BLAOE�i.h fA. _`91L.LED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOP. XZ.HV BLADE Q OLIAUFlED FOR USE W/ HV BLADE ) FLORIDA BUILDING CODE Mon Hi h Velocity Hurricane Zone III IIIA ---------- tr_"� 02017 MfECO,PC. 02011 EASTERN METAL SUPIYY, INC. -RvTM ZVITTM INE A.S.S■A. Accordion Shutter System H.V. BLADE #1 W/OR W/o RV. 1MNDOW RAM t'* TILUT TESTING 6: ENGINEERING COMPANY American Shutter Systems - DA---- DRAWN Lc - -O•: 6355 6.R.xM.3L,a..aro.M w GARDENS.FtOR06 33ta Association, Inc. � STA Z AiiOLD 15-085 7/27/, WTE: 07,727/17 - �-� (205)671-1520 To.:(305)871-1531 4268 Westrooae Drive = `O(�IO �6ir II�� •-:t — Weat Palm Beach, FL 33407 2 DRAWING No �••��s`p••••••.. \ II\ *ALTO A T6UT Jr.P.E. 1 17-107 P.E.. O� A RL'�DATE FLORIDA L"f"IV [ SHEET SHUTTER ASSEMBLY SCHEDULE FOR H VV a HHV O 3/e"►-- _ (D HV BLADE 1 ® iI t2"T KAOE i E .0625' ® -- (('11� 1 ,675ME HV BLADE to .. �- . 'C9F�y Nv WI SLADE .062Y' _ 0625 .0625' ® HV LONG RECESSED NYLON BUSHING ' Y !�! P AOE•S •� 1675" KNUCKLE I .0625 3® HV SHORT RECESSED NYLON BUSHING X43 "' (I+'P) J 00625 ® HV NYLON HAT WASHER Q OR ® � rrLAT PaRf1aN R17 4� HV WHEEL CARRIAGE NSI 302-303 SERIES I I f� A • wo. f 3 60' .1N n) //2.6 0.870"■3/I6' THICK NYLON WHEEL. �I I � `"® LI-4 \I � lµ) /• 719'MIN I NV WINDOW 0.188-0 AISI 302 SERIES S.S. RIVETS -'r 5'0 �! 2 CLEAN 1 SEPARATION I rs. —} � .0625• -:D625" 4® HV 1 3/4' ACCORDION PIN w/ /8 HERO * EXTERIOR oPENucs + ON cE3NTrns75Do 3.7500 ® - -HV 2 3/4' iM:CORD1pN PIN W/ #8 HEAD —__.Il.. 4 7>'� _l CLEAR® POLYCARBONATE IMPACT RESISTANT HV WINDOW ; KrN TYPICAL HV WINDOW B ApE �'�� AND IT OOR ® I h ® I POLYCARBONATE HV WINDOW DETAIL or ® v ©� •• '' ((SEE NOTE root WE OOR ® i I , *POLYG 80 AT 'MMI R SITAMN HV WINDOW �.° BAYER MA,(ROLON 3103 POLYCARBONATE PIMRESINS, UV-STABILIZED GRADE OR SABIC * yY �� I "To%nUK E INNOVATIVE PLASTIC LEXAN 103 RESIN S�S I O OR ® =� (SEE NOTE 'F' ON SHFET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ®_l c!0 I —J BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ® HV POLYCARBONATE SOURCES FOR ® BLADE. TXPICAL SHUTTER ASSEMBLY EXTERIOR A1+I,CAW AMUTip"rROraDO R9M0 Oy^� (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT HV v1N Q oR(4�AT ,oE ExrERIon Nr.�s rw r..rte EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00324"- KADE'S KNUCKLE. P1�IL BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. ( (SEE NOTE * FOR orTcIrc wwA*T Asn y DM O.Db/' DDS*/,w.p4g 0 REOUiREMENTS) IEIWNA: TYP. f Too"r S"MIN01N Ao"o43a o,4m r♦i oxo r.r.�, (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER // 0 'L°"^N'SIMENDI.A' RLD a"D 7.500 r•a U•aD ..: �v .,];� I MtRrL�DDutYS MfY 01M ]•0.000 r+i 3.6.Nq raj. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, \4 \�7Yr SHEET ® i NOICNED IZDD .7, EEL CARRIAGE DETAIL "T SNW DENSIft 01"3 4124.3 K KNf ASSEMBLY LAYOUT ■AIE aw 6NNC Am W35 C-1:ASS c-I WIN; *."CNSw 6ncN ASTr DIV" 100•r "a T WAO�: Arn 0155 .[NAESDVV.P AfTW•V,MIP AS1M Mr]Oa I.ai 4aA0 r.•.. .1 ) HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS ""` `°"`°`"E �"` """' ••� .�D�u. N.T.S. FLORIDA BUILDING CODE Non High VelocityNurricane tons • ••�• ✓ fit' 'iLTECO.INC. 02017 rASTERN METAL SUPPLY, RIC. A�1 � .•'�,�GEN F••.,•9 M HVT. L ECO A.S.S.A. N/MADE Shutter System • \ 1 M C. H.V. BLADE #1 W/OR W/o KV. NMOOADE / .•�t TILUT TESTING k ENGINEERING COMPANY American Shutter Systems lEve M4 DE3CMP ON DATE O T eT: LC 0•••., �. \� 6355 N.N.Sam SE,A•,MS.TAADVVA CANDELA&FLC11n5 3]. AssoclOtIOn, Inc. I OLD 15-085 37/t OATr: 07/27/,7 Pnon.:(303)671-1530 F,•:(305)871_1531 4268 Westroads Drive 2 Nad�E`' 1•'1IEcs�ao017 0 West Palm Beach, FL 33407 3 DRAWING No WALTER A TaLT i Pt. a 17-107 P.E. SEAL/SIGNATURE/DATE FLORaA L`c.1"147 S SHEET a 0.0. *NOTES ON HV LOCKS AND CENTERMATES • i C G Y 3 i U ONE MV LOCK�S R SHALL � USED AT 1/2 OF SHUTTER SPAN FOR ANY $PAN (E� J-vi 3 OR 12'ABOVE OR BELOW 2 OF SHUTTER SPA4 FOR SPANS UP TO 105•,AND FOR MST TIONS AT ANY ELEVATION. HV LOCK Z4 w MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHEDnn TO OR S CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �-G" FOR SECURITY HV LOCKS O MAY IF DEBE SIRED, FOR MINDER OR PERFOU'lORMANCE OR CONNECTOR OF PURPOSES, , UCE TO TWO ES R1 _ OR 1�$FIALL O SS INDICATED ON NOTE E1) ABO/E. i LOCA OF LOCK$ SHALL BE AS INDICATED ON 'YPK;AL SHUTTER ELEVATION. 3. WU MA CONT1flLOM /2 0" ONLY WHEN MANDATORY CMDMOIN it OR LUTED MANDATORY CONDITION ' LOCKING ROCS 35 ARE NOT REQUIRED AT. URRICANE POSITION, BUT MAY Z4 oA¢�oA�6 cI1 01011(i4� " E URI DESIRED TO ENHANCE SHUTTER PERFOOMANCE LOCKING RODS �OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POST?ION (NON HURRICANE. POSITION), i L1�_ 4. ONE HV LOCK yy yl QS SHALL LL USED AT CORNER OUTSIDE OR FOR OC ,PAN Cvylllf- AND INSTALLATIONS AT ANY ELEVATION HV LOCK(24 or 2'�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED TO 03 CORNER CENTERMATE W/(2) 1/4'0-20 . 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 3r_5 i ( AT TOP h BOT'T'OM SHALL 13E USED. LOCATION Of LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOW4 ON SHEET 12. R ; g1s� g 5 EM ALTER14AXE TO VN in ONLY FM HV 11 9 ONE ALTERNATE NV LOCK 2 MAY BE IN UEU Of FN LOCK w 3 FOR ANY SPAN AND INST LA'IONS AT ANY ELEVATK)N. ALTERNATE LOCO MAY BE USED AS AN NSIOE OR OUTSIDE LOCK ATTACHMENT OF 1/4-0-20x3/i S.S. THUMBSCREW TD�1 OR CEMEAWTES SHALL BE MADE W/ 1/4'4-20x3/4" ALUM. L t o "YD 6g RIVNU-AS SHOWN ON SECTION HVE, SHEET 8. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 I _ =a-i■ •+ • LOCKS AT 1/3 OF SHUTTER SPAN. �` Q, `I 8. •4'••DATORY COIIDTDON /3 FOR Kf�ONE yOUNTMC INSTALAt1OM5• ONE HV LOCK®w t5 or 0 SHALL BE i '� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVF OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 91r,AND FOR INSTALLATIONS AT ANY ELEVATION. NV LACK w 23 w®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ft w 0 SYMMETRICAL CENTERMATES w/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. -LE EMO ( M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CS W/.44 GONAIEG'TION j OR TOP A4D BOTTOM IS COMPLETELY MANDATORY. ETS DETAILS ON o r t K I + K L 'I r o • Y • x SO10 ITYYR. FULL 11 ,t1 OF CORNER 'NOTES ON HV "T" LOCKS AND CE-NTERMATES: "EIGHT. ,• _ .._ -•-^NTN- -- --- -- --�� CENTERMATE ' ONE ALTERNATE HV 'T"LOCK O MAY BE INSTALLED IN LIEU Of HV LOCKS �y OR 5 FOR ANY SPAN AND Ur a 6 a B a'1 O• a' I TAWION AT ANY ELEVATION. ALTE{tNATLLACK �f Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT O J O�• O ® OF LOCK 50 INCLUDES USING REINFORCING LOCKEIN , AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE t!].�a©,V \J•�p CONNECTED TO CENTERMATES®AND j W/ 1/4.4-20 . 1 1/2•LONG S.S. THREADED BOLT W/ 7/8'4 x 3/32" v WINGNUT OR W/ 1/4'0-200' S.S.M.S. INTO A 1/4Yx 5/8'RNNUT.IOCK MAY BE INSTALLED AT MIDSPMI OR 12' .v•7'�la©'7,.®a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS t15 TOP AND BOTOM IS MANDATORY. �;•®'®• Ja•i�•�`aI�•� *NOTES ON HD LOCKS & CEN jERM Aa�T�Es: 1 HD LOCK W/ MQ QMA7PS 31 OR W/ St ONE ALTERNATE HD LOCK(0 MAYBE USED IN UEU Or TYPI A '1) HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR Zs FOR ANY SPAN AND INSTALLATICNS AT ANY ELEVATION. ALTERNATE HO LACK 04MAY BE USED AS AN INSIDE OR N.T.S. REINFORCEMENT NSERTID3f3 I SHOWN ON ATTACHMNT LOCK. ESEC TONSLHD13--HVE AND LOCK 04 To MDC HV' C.5 IS W/ 3SHEEI 10.#6 x3/8'LOCK MAY BE INSTALLEDLADES NIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. I DING on High Velocity HurriCone one TIL P%' /j,�": 01017 TILTECO,INC. 02011 EASTERN METAL SUPPLY, INC 1 BERTHA W1, Accordion Shutter System L ECO TMC. A.S.S.A. H.V. RODE p1 W/OR W/O H.V. WNDOW RADE *; American Shutter Systems EY. Dt$mrTIom DATE DRAM 9r L.C. F ; TMLT TESTING t ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7 27/1 DATE: 07/27/17 (LT33 0MR. NIS.H ..GARDENS,rLORDA 1.•.�f''• +E' 4265 Westrccos Jrtve T �•. A Pno� (3osbTl-1sx Fo. pas>mI-'s31 DRAWING No T - — L e-mm:Ult. oRm West Palm Beach, FL 334D7 s SDNA`E�\�LLII *ALTER A.c00fnf 9,. P r • �_lO7 ' rLOFWA- /44167 6 SHEET P.E. SEALJSICI IJRE/DATE 6 5 or 20 —CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE •`, COk1ORETE_ I SHEET 13) REOUIRED T-1/4'0-20.3/4'S.S. RCOIJII!!� \a ._ .__._—.. CONCRETE ANCHORS NAC+1wE SCREWS CONCRETE ANCHORS (ft(f4kIG....//TYSTaNE(SEE WANTING® DON 94M 7) (SEE SCHEDULE ON W/ 1/4'-20 - (SEE SCHEDULE ON SHEET 13) _- SHEET 13) )NUTS O 12'D.C. 1' 1/4.0-20.3/4 S.S. t rte EO EO MACHINE SCREWS _ ' ! �--- USING 1/4•-20 NUTS 1 "0 0 13 S - 1/2-j I/2 a 12'O.C. '--- t9 I� -�1 250•Maa r •-- 5 E.0.0 I iy 1 E. 1 " ©�© .250' I .250'Max. IT MDF. OPTIONAL 10 i.10 w1 ' W aAHJc Qa y' ; I I IM a LV _ I I 1o�suTOy �OR ®♦ - ExiSlt Nw. SEPARA;roN TO GLASS NG ' ExIS'ING BADrs t j S� H ` --(�-(SEE SCI-EDULE ON SHEET 11 SEPARATION TO GLASS I .ASS ) ... "(SEE SCHEDULE ON SHEET 11) --- ------ EXISTING GLASS A HV WALL HEADER INSTALLATION — - - C'HY WALL HEADER INSTALLATION B HV WALL HEADER INSTALLATION + KEYSTONE Ex1slrHa i 1 OR ® _ ._-.0_ � A--- L 1 Exstwc Ii1 MN.SCHEDULE SEPARATION TO CLASS ELML-+) q,�W,— _ O _ .—($EF scHEDULE oN SHEET 11) 1 MIN. SEPARATION TO GLASS i'11 me�[Q� (SEE SCHEDULE ON SHEET I �J ■At70dt r�/1 aw EXISTING • OPTIONAL T9 OLASS-- f - E ---- ' i; E. D.• I i i I 1/4• f OPTIONAL -t/4'ND.. - _ Max. E.O.• (� F.O.• i 63 a© C� -I/2 R 1� t' PHILLIPS TRUSS HEA) I IfV1.r `---- /� �� i/1'h20x3/4•S.S. P INP$ CONCRETE ANCHORS 17717570) EWS USNG _._ -_ t CONCRM ANCHORS _TRUSS MEAD MACHINE SCREWS , \J \iS a 1r o.c `(SEE$difDLILE ON POURED CANCRE LE_./ (SEE SCHEDULE ON SHEET 13) MID, POURED CONCRETE W SHEET 13) / ,/4-20 NUTS O 12'O.C. OR CONORE'F BLOCK OR CONCRETE BLOCK W"L RLwI1aE° (D HV WALL SILL INSTALLATION _ (SEE satouLE ANCHORS REQUIRED �l{V WALL SILL INSTALLATI01� POURED CONCRETE _� SHEET 14) OR CONCRETE BLOCK WALL REQUIRED E: HV WALL SILL INSTALLATION I-SE JM rrT 4 FD011 PI A+cnay5 INSTALLATION DETAILS W/ 1- SEE SHFFT 4 FOR TYPICAL SHUTTER • E. D. -EDGE DISTANCE _. ASSEMBLY ♦ SEE LM/ITATi0N5 OF USE FOR (,V BLADE 2- MO INC SECTIONS CAN BE COMBINED (SEE SPEGFiCATIONS ON SHEET 13) BLADE FA`ON SHEET 19 IN ANY WAY TO SUIT ANY wsTAlATion. �- '� P FLORIDA BUILDING CODE Non Nigh Voiccity Nurricene Zone ,x,11�':'' \C ENs''• `'y- 02017 TRTECO,INC 02017 EASTERN METAL SUPPLY, INC F ' BEn�TM TM 4 I L FE C O I L Accordion Shutter System A.S.S.A. KV. Int"#1 W/OR W/O K1,VWWW RADE American 7-1 Shutter 5 stems / 7•AQ'4L TILUT TESTING 3 ENGINEERING COMPANY Y v 5ESCROHION w 0RA4w BY L.c. 11A 6355 H.N 36:w.s.SN 305.WNDI A DAADOI5.FLDNOA.v1 Association, Inc. t OLD 15-085 7/27 t DA2 07 27 t7 (305)871-1530.Fa. (.705)871-1531 4268 Weslroods Drive : NAI •-T.E VII 067 9— West Palm Beach, FL 33407 1 DRAWING No WALTER A TWT L.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE r ORIDA ul IT 44167 5 SHEET �,_U+LI, '.::".I. 'r.C4S - -RiMW'01 CONCRETE-� (SEL SCHLUVL_' ON SHEET 13) # RCOUIRFD I fo��� _ t OR EXISTING EOGE OF •�'n FOR MADE 0xv GLASS w ch 11w 9 ARl t4MY1.N (�too"or + --[. D.• M CMU EXIST" RAM(ta 1 wERAS$ far lF) rA"aw 0!" `71 . ALTERNATE - '!" .wcFua I EXISTING ',CCAIICN F i , I I F DtA$$-/ i I L_ ' /J10R3/{"HEX WASHER NERD 'F F l 11 p1 oR Q 3/6'r� TEK SCREWS O 12'O.C. _1 i3 3/6 Mn CONCRETE ANCHORS EDGE OF F C•�..... (SEE SCHEDULE ON SHEET 13) I E 0 APPLICABSLAB LE [xTETTND EDGE a b EDI IF 't ; {� SLAB CABLE � ----i O# !tM B I ' T/2• �L+ 1• EDGE IF SLA!f tel.-__.. i ' Let r11 loamass sU APPLICABLE SLAB IF -- *pda"go Q POURED ►OAREDFLAT 1 ANCINCRIS FOR M�L'� 1 OR ®#CREOUIRED ONCRETE '� -._ APPLICABLE REQUIRED � -E D.• (SEE SCHEHEAD CC E$HEET ){� M MT LEAD CONCRETE ANcNaR5 31/mm• L RrQU6REn - -E o.- - -E. D.'--I (SM SDMXA E ON SET 1{) (1 TRENCH INSTALLATION ,I. HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.O. H HV FLOOR INSTALLATION t DESIGN PRESSURE RATING k FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE /3. SHEET II E ANCHORS W 1VN1NIeM ' ... CORTE J 4".�„iiFuG A35 . (SEE SCHEDULE ON 0..H1117 11) I --EXISTINGy'- F EXISTINGSHEET 15) I/A'9 A r I t fX AN GLASS-^ >�m FiA16 GLASS-:Z --.. _-. - TECw4OL Y OR 1/F•e MOILER. I / ' > i w tMnr 11 1 ,I rA5R1FEg5 TAPPER.AIFCHORS W 1 {� ,� ARF sIARA.FaM m ells 13/4'u CW5EDUOEf•4r YJ 1 ' -�(sp sbRaAE w sacf 1n 1 °CO CORF P s ra uRWAR w i' I I 1/{� •i 1 V-C UP To N•-8'YV APPLY._ 8 Wx- �YAAM r CRM'I16R1Q MFA# ' D.• ' ' i/0.J/{•IRE)I . (Iw)(S#NOR 1 a: J.� r1/2• E OR sASFaR HEM E D' srtC I r0R uLrrAfIDN6y S/B YAx. / -� •'r 'F F611 I TER SCREWS t__�— CONI.SEAWrt----' 1- —# /1{R3/{ Fax EM.J �e Tz'O.C. r I I ---I TEK SCREWS•S•O,C. I _/� �.• .1 Val �' •I F. . G 1/{Y-20 S.S. Y.S. CONCRETE ANCHORS y. _ .{p H_n 3/ ��/1{•3/{•S.D.S. i i i I'� F 1/AY-2o.3/s'SS Ns W/NUT•0'O.C. (SEE SCHEDULE ON ? 1 / v C/ O 9'O.C 1 ♦ vsm 1/F'r-70 NUrs I SHEET 14) .. - t/ .-- �. _ .. e q•Ox - 1/2• 1' 016TIIFG NON stmADTUMI EDGE OF - 1 S 'h 1..$.DDS NN. WALL TRIM(DECOMTM 1 T e•-.L--1 ) 1114.3/4'F.H. S.D.S, i MIN EA. sal) APPLKABLE L-CONCRRE ANCHORS ._SfE NOTE IJ(b) ._ .'.—. a 9'O.C, r• _R0URE0 awam DE / I -E.D• POURED CONCRETE (SEE SCHILCULE ON ON SPI 1 ` SEE NOTE I3(b) I. REQUIRED_ .D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 -' - REQUIRED OR CONCRETE BLOCK "�/ ' DfrIDn6A-J POURED RECUIRED ®KEYSTONE MOUNTING INSTAL °TION CONCPTTT- KO HV WALL FLOOR INSTALLATION L HV WALL WALK-OVER INSTALLATION EWpa1M A{��Sww NE URE. .6.. 71 6,I HEC:.,-TTI - LFAINBIII 51kIRER SPAIN e'-0• q HV RAINGUARD INSTALLATION t fa T"F IN$TALLATKIN SHALL BE ', TE.FOR COYBINA' N CE SLCT�ONS s EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT SEE LNNITATIONS OF VSE TOF EE SPEC' a FOR T.PICy SHUTTER ;SEE SPECFICATg1f�ON.HEFT 1}) OR ENTRANCE BLADE ON SHEET Is MO UN1 YIN,SECTIONS CAN BE COMBINED INSTALLATION _DETAILS W/ ) HV BLADE ANY WAY TO gun ANY M$ULLATION_ MFF A A, j '' FLORIDA BUIt.DING CODE Mon Koh Velocity Hurricane Zone .......... ElySF•. 02017 r lTECO,INC. m 2017 EASTERN METAL SUPPLY, INC. 0. 9A� A.S.S.A. ' I i L 1 E C O H Accordion Shutter System a T M KV. a"/1 W/OR W/0 KV. WINM a" ,� TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems oaalfnon DATE DRAWN . Lr- OR TL e3ss r1r.36M U.w.SDs.wwuNP cu100+s.FLORIDASSI Association, Inc. I °RIS* L OLD 1$-055 7/27/1 DATE: 07/27/17 PROM q(305)071-1530 Po+ (305)871-1531 4268 Westroods Drive 2 6 ..6. DRAWING No [ -• ult—O... West Palm Beach, FL 33407 s /#NAL R•�� 11'I EB-0006719 17-107 .AAAI r.I.. WALTEB A*RIfT u. P.C. A �.E SEUL/SIGNATURE/DATE ELowA L¢.f"167 5 SHEET 67 20 SEE NOTES ON LOCKING RODS0.NY locn Q a OUTLOI4f 15 VALID nft ALL CK 0 ON SHEET 5, EXISTING GESS INSTALLATIONS W/ �1', HV ** AND ALTERNATE� BLADE W HV CENTERMATES CENTERMATES APPLfATKIN*RN MAKO OR SEE ENO WALL CONNECTION ell 1 .®w©.®a©.©°t r-EXISTING GLASS DETAILS ON SHEETS 10 k ff 00 1 3 1/4' 7- (Eat.T(-T't A/LLOY)ALUM _ OPPOSING SAY ,AANGLE li ANCN6At+0 CONCRETE T MIN SEPARATION ( TO GLASS TOPT Ou 010.3d4'S N S. O 12" (Z 51 (SEE SCHEDULE (4)110.1/2- -M To To TUBE c FULL LLNGHT / W W/ HV LOCK or AT CACH"a.(111) � � * i ON SHEET 11) I L ! 5 1 c 2 ®wQ 3 w 2- -_• d®L.O.OaO 10 •®°' � � 0 _� �.�w © !.l.7lli OUT nVv 10 ®"©'�© ©�• HVA ppaoar©•O7 aO 10 •®a" POURED CONCRETE OR ]v[ � T CONCRETE BLOCK *ALL REGU�ED __ - _ -__- _ _ _ -___ 10 — — cus ®w Ass CYMMETRICAL (N ! ®•@_(D_® O•®q (SEE ft SEPARATION Ulf 5 _GI S S 0 8 a _. ._ __ _ ©•® — _ _ # INTERIOR) ®'®M"®•®°�1®• OPTIONALN SHEEP 11) M NINA SEPARATION ® w "-- TO GLASS IN (SEE SCHEDLU "" ON SHEET 11) (MTE]OOR) ----—-— —-—- -—-—-— - OUTMOM ,�� 1 1 1 Is"D.C. i 3 s ti OUT 6 1/2•MAX.SLACK _ OUT (ExTEBTOR) LEY f'J By ,.� IIIIE// yy n _s .F�•1 V�1 7 s. FLORIDA BUILDING CODE Non High Velocity NUrricane tone c2017 ilr[CO,Ill:; 02017 EASTERN METAL SUPPEY,INC. BEWHA``,� Y SSE'•'.•'Q M�� TM IL ECO ENC. A.S.S.A. Accordion Shutter System * , ►tv. BLADE /1 w/CR w/o KV.wlNDow BEAOE American Shutter System! REV.Wit DESOWTION DATE DRAwI BY: Association, Inc. 1 0:0 1s-Cea 7 J7 1 wrr 07/27/ TIELIT TESTING h ENGINEERING COMPANY 17 •..�A ;'L/ ease r..r.x( s<..71w305:8 , 1!3�1,< 4268 Westroads Drive 'U ".�r-2t�-1L cnm. (W7)e71-,tin Fit. 005;871 ,s3, DRAWING No NV\P 111 .--,w. 00067oa.<em West Palm Beach, FL 33407 s ��NAI.E ''I Ee-000t7,t 17-107 rlr wI�TER A.TIl.L1T fir.P.E. rrrrr' FLORIDA Lic./sat7 5 SHEET P.E. SE&L SIGNATURE/DATE 1 6 ALTERNATE INSTALLATION " L ALEAEMALE "T" LOCKS ES A LOCKERS W/ ,J,. HV BLADE ,<sr DO CONNECTION DETAIL oN sNEEts 10 a to INSTALLATION 1 HV BLADE :- -1, OUT �- 1--1N-1 " RAO[ HD CENTERMATES 3J ORACK OETAA 1 .wc.rzo a 5.w A. _3Z-34 1 .EEL AS JWMMS rUXTNO RIDE®DETAA IM-Iwo. ��©.Oj •O�.®' nfwAm 0«1M5 swrT,—9E iKm wr«TN3 I�rz6w SEf END_Y(�J CONNECTION DETAIL ON SHEETS 10 t 18 0 §"o-6-0-6- (•M1wwM/urO- A«RI�ea6ArEf.ac mn I (owl 141. L - _ � r tofALLN ( ..�E .aItDO . ca 74 , HV r S LOC (INSIDE) s � r1 S i 1 0 31�® 3Oae -� OUT 31 ae s-�` 35 1/4" 0-20 x 1 1/2" S.S.M.S. 35� � loPTlaw1 *W[eoTE 6 IN«v Lotx®• w/ 7/8"0 x 3/32" wwGNUT. DPnONA)HDB-HVB OUT HDC-HVC Loot,ON SHM 6. SYMMETRICAL yfl�NTERMAIES �HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES LOCK (EXTERIOR) W1 (t LOCK 1JJITERIORI f v.[s w.AWIAMY (707.-17/ueh Lon/Imw 1"MWYTWR -�)-0-®•1Ei-©°1®a 1 w .IMA I Oak 1 MAKWACPAND R AeA DOW TE.Y(M,'wee.M1W AMM 0-0•©-&( •0- D7054 of COWL -� •3a rmrs a 10aoc«cos®•.o®laces o.w¢+s - �t lrwenlL nalaw RAD(Q onAw.o0-«.s n wn rvA Au c011os"rze A"E.aru«s urw rAv O HQQ-NVQs• FLOATING STACK �II'''IIIAAIIIiiii F A. FLORIDA BUILDING CODE Non High VelocityHurricane Zone T �' 1 " I • c201/ in TECO,INC ®2017 EASTERN NETAI SUPPLY, INC. J \,\C ENS'' ✓� d F�`•. TM 4 A S S A Accordion Shutter System 1 L ECO 1 N . HV. RADE #1 W/OR W/O H.V. MANDON BLADE American Shutter Systems a. ascaivn0« wTILUT TESTINGt ENGINEERING COMPANYAssociation, Inc. I o.c 15-oe, 7/27 1 wa: 07 27 17 10* CA"Do11n,,M371 1k P,, (705)671-1530.ro, (w71e71_iy�1 4268 Weslroaas ,rive I DRAWING No r�\ ES .-mac En«oeoo�.oem West Palm Beach, FL 33407 7 /ONAI E�vI11'' EB-0006719 17-107 IIIIIIII HALTER A.T%L1T Jr. P.E. FLOMDA LK.r"167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 0 or 20 '-kLD CLA+C!:CTL CK —POURED CONCRETE POURED CONCRETE OR CONCRETE . _. GONCTQTE BLOCK WALL OR CONCRETE _._ __._--.. OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REWIRED BLOCK WALL REWIRED BLOCK WALL REWIRED CONCRCtEF' OC _.2"NIFI EXISTING G EXISTING GLASS GIASC J=E%ISTINC CLASS / C 1F- UC -7 r-2"NLN. %ISTING CLASS NN SEPATLAftCN TO CtA55(4E MN PA nON SI FOR ON to GLASS(SEE UK SETi1W1Tg1 f0r0 so ON SHEET 1,16",3•MAX, LRI&Y +ON SHEET19TORR SCtEDL/E M MEET TO GLASS(SEF. -.-. I I FOR SME OAfq (6063-T6)CONI. MMES m!(] 11 FOR MADE ANO SC1EDLI E ON SHEET ,LOCATE AT ON SHEET 19 FOR ALUM. CLOSER ON 94M 19 FOR 1/2" 11 FOR RACE OAfe L TH SIDE V RA��t PLATE. LOCATE t/2 ' SMES CD 1..� ON 91M 19 FOR ',F 6�) AT EITHER SSE MIN BLADES�k 1/2`MINM1 0 1 4 USE 1.OR 2'MAX. A+0x1/2•S.M.S. 010.1 185 O.C. _—- O 16"O.C. I 1 _ -- AItNRMI CUP °"NQ-2" q (6°63-T8 A1DY)AT NOIEICMr (t)/10x1/2"S.N.S.T0QD! o-I q (2)1/4.0 TAPCONS ANCHORS To STE DUAL X WALL AT 1"O.C. (LOCATE AT SIDE CONNEC7pK OR (r EITHER SIDE OF�) OR Or OR SEE CETNI% FOR TO TRACKS SIDE CONNECTION 7 B 1 SEE DETAIL%F �/4��' �7f --- w 6 7^B+7�•®a i0 TRACKS 0-@.Ow�•®^ SIDE TOTRACKSI�. ®a©• ©•©" 6 •®^©-lam`©•©' /�! ®w©•V7'©•©" .. 6 •07 •©e©_•�07 -®^ ©,O•©^©•O•®a O �•©^,(©�•�•®^ l_lel,©,©w©•O•®a O ®^®'®^®• ®•® 8 V'•'-''�LJJ O'®w®'®^®'®w� a END CONNECTION DETAIL(j)^ END CONNECTION DETAIL 20 END CONNECTION DETAI 0 END CONNECTION DETAIL O - POURED CCNfRE1E OR • REQUIRED ONLT+OR SPANS GREATER 1Hm 17'-0• --EXISTING CLASS CONCRETE BLOCK WALL —"- EXISTING REOUIRED GLASS q ---- 4 --� , MIN.SEPAPATKN p+o=I/r s.4. y ------------- I TO MASS(SEE O 16"O.C. MIN SPARArCN 1 ------ �� �-- F,6OROOR 0OR I I FOR E ON SHEET TO GLASS �----------"'11 FOR SME QAALI CONCRETE 1/2"MIN. S+�tEI7llE�( __ __- -ON SNEET t9 FOR ANCHOR O—CONCRETE mA 0 +2"O.C. lON SHEET t9 q ON@OR�OR� S 0CS ANCHOR 5 - • 16" t 2 MN. EQ SMES mt® - OR O.C. T- / ©ORS �ON �����/ 2.41N. 2"YIN. O SLADER0OON �U9 FOR OOR1©OR�OROOR� VIEW Y i OR © `7 PLAN PCURED CONCRETE OR OR Oa©•Oj wO„®,®w ___ 0010 O^°O^C� ®p1 pDETI IL TAL ATIO CONCRFTF BLOCK WALL ...- 1 REQUIRED t�a>®^©'®" ©^ ?0^0.0.0.0.4 HY BLADE OR 16 HV WINDOW BLADE INTO ®'®a�'®'�'®^ O ®a®.®a®•® CONCRETE OR CONCRETEBL NECTI-QN DETAIL O .0-(B OCK WAL ON L END CONNECTIDETAIL S) O•�a® ®^®.®aT�SAA 6 d 0® FLORIDA BUILDING CODE Mon High Ve cc;ty H,rrfcone Zone \\\ ,,.••`•',CEN•• \/ • 02017 tYIECO,INC. C 2C1 T EASTERN METAL `.LI'rl`•. INC. BERTKA * IL E O A.S.S■A■ Accordion Shutter System Liv. 8(ADE y1 W/OR W/O H.V. WNDDW MADE • 'P•t •^A[VY 2 TILL] TESTING h ENGINEERING COMPANY American Shutter Systems Ev.N GESCRIPi10N o.Tt J"-6Y: LC. :�.t1'•. �J\ 4356 N.R 3615. S. SN 305.1.R0RA.GAIIDET4.ILCIW 33tf Association, Inc. I -.D tl-CB5 27i1, one 07/27/17 \ PNono (305)071-1530.Fm:(306)071-1531 4268 'Nestrcods Dave z S1OMAL E ��''Et EB-OON719 west Pclm Beoch, EL 33407 3 DRAWING No I��� II/H//•• WALTER A TAUT Jr. P.E. 17-107 P.E. $EA rllNATURE/DATE FLORIDA Lk.I"167 5 SHEET 6 10 Of 20 SCHEDULE 01 SCHIEDA 11 F #2 C[HFDLII F a.3 1/AXIMUM SHUTTER SPAN "L+" OR 'L MAXIMUM SHUTTER SPAN'S "l+' A7(�MUM-SHUTTER SPAN* •'L+" (R.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R !MU SH INSTALLATIONS INST nATION F.ND ® ® or or INSTALLATIONS W/ CCH"C & W/ ONE H V. LOCK ® or ® or or WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS, or ONE HV LOCK or or ® k W/ ONE HV LOCKS POSITIVE A.S.O. DESIGN PRESSURE RATING. CENTFRMA10 2A® 29 W/ ONE W/ NO LOCKING ROA ® W NO LOCKING L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE "T" LOCK 30 W TWO L K G O05 / MOUNTING A FE M, N, 0. P, 0, AS-O. DESIGN PRESSURE RATING. C / 0�1 (SEE NOTES t.tt) R. S, & V. RODS SS TOP & BOTTOM EE (VALHI FOR MOUNTING a1, ♦♦ SHEET 7) FLOOR/CEILING G, H, I. I1, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CON WO INSTALLATXMS CCNCRRE k W000 MOUNTING & M T. U. VJ & % WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CERING: _MAMMACONCREW AM4sW' WALL MOUNTING FLOOR/CEWNG A►wEH'us[ wi MOVrHH, '`sv I14157ALLATIpN^' IGN GIVEN A POSITIVE A.S.D. DESPRESSURE RATING, DETERM E MAXIMUM SPAN 'L+" FROM SCHEEXJLE. �� �'� FLo*/CEx�N0 M"TINC U;;) BOR oat/ttKwc wu mNC GIVEN AINNEGATNE A.S.D. DESIGN PRESSURE RATING. (•M-) _ c-a-) Roan WONT! DETERMINE MAXIMUM SPAN "L-•FROM SCHEDULE. _ _ _- t• l-(MI L♦ I- L N M) l- L♦ L_ O MAXIMUM SHUTTER SPAN 'Li"OR "L-'FOR 3C OR LES 16^0' 16'-0' 16-0 1 -0 30 16'-0' 16'-0' 30 16'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINK MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE --- 14-10- - - -- 105 ps/, A.S.D. DESIGN PRESSURE RATING IEtN1yyM1 DETERMINED SPAN BETWEEN "La'ANp -L-• _35 t4'-10" t5'-2' 16'-0'_ 35 14'-10• 14'-10• Je 15'-Y t6'-10• 40 1]'-,0' 13'-10' 14'-2' 15'-2' 40 13'-10' 1J'-10" IO t4'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13•-1• 13'-4' 14'-3• 45 13'-1' 13'-1" 45 13'-4' 14'-3• t HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 t2'-5• j 13'-7' 50 12'-S' 12'-5• 60 12'-3" 1J'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-f0• 11'-10' 12'-1' t2'-11' 55 11-10' It'-f0' 'J6 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE BO 11•-4' 11'-4' 11'-r 12•-r 60 11'-4' 11'-4• 60 10'-2' 10'-11' NOTE It5. SHEET 5 RATING 6S 10'-10• 10'-10• I1'-1' it'-T1• 65 10'-10• 10'-10• 55 9'-5' 10'-1' DETERMINE: 7U_, 10'-6" 10'-6• 10'-9• 11'-5" 70 IV-6" 10'-6• 70 6'-9' 9-4' I.II- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75-- 5 /0'-I• 10'-1' 10-4" 11'-1' 7$ 10'-1' 10'-1' 75 - A'-9' 11+= MAX. SPAN FOR FLOOR/CEILING MOUNTING --- ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 _ 9'-10• 9'-t0• t0'-0• 10'-9- 80 V-t0• 9•-10• SPAN '1,+'OR t AND MAXIMUM ASA. DE51NC -- 85 9-6• Y-6• 9'-9' tC-S' 8S W.I. 9'-6 PRESSURE MILTING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING 90 9'-r 9'-0• 9'-5" 10-1' 90 9'-3• 9'-3• OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: _ 95 _. 9'-0• 6'-9• 9'-2' 9'-10• 95 9'-0• 6'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-. MAX. SPAN FOR WALL MOUNTING INSTALLATION'S LIMITED TO +64,-72 p.s.0 AND 6' "-0SPAN, SEE 100 6'-9' 6'-1' 9'-C 9'-7' 100 0'-9• W-4' La-= MAX. SPAN FOR F100R/CEN.ING MOUNTING MOUNTING©ON SHEET 7. INSTALLATIONS._ 105 _e•-7• r-11• e'-9" 9'-4- LOS 6•-r 7•-n- 110 8`4' T-r e'-T 9'-Y 110 8'-4' T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 0'-2• T-s• 6'-4' e'-I1 115 V-r r-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+', "t9+', 'L,_'AND %2-- 120 r-C* 6'-11' V-2' 6'-9" 120 W-0• Mr-11' 125 7-10' 6'-6' 6'-0' 6'-6• 125 7'-10• 6'-6" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 T-6• 6'-5• 7'-f0' 6'-1• 130 -Ir 6'-y ALLOWABLE SPAN AND NEGATIVE A.S.D DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 13s r-r W-r r-9• r-9• tis r-r 6•-2- WIND ZONE MINIMUM SPACING 140 r-5• 5'-11' r-r 7'-6• 140 r-6• 5'-11• ASTM E-1996 SEPARATION 145 r-r 6'-9• r-5 7'=3= 145 r-r W-9• TO GLASS 150 7'-2• W-T r-4' T-0• 150 r-2• 6•-r 155 7'-0' W-5• 7'-2' 6'-9" 155 r-o• 5'-r 1 THRU 3 " 160 6'-11' _ s'-2• 7--1' e'-r 160 6•-11' 51-2- 166 6'-10' 6'-1• 7'-0' 6•-4• t65 W-101 Y-1' 170 6'-/• 4'-11'. 6'-11` W-2' 170 r-9' 4•-11• --- - 175 6'-r 4'-g" 6'-9' 6•-10 175 6'-r 4'-9" O H V BLADE f60 e'-6• 4'-6• e'-e' S'-lo' te0 6'-6' 4•-6' Les s y •'-6 6' T S'-6• 185 6•-5• r-6• 190 6'-4 4'-5- 6'-6 S_'-6• _190 __6'-4' 4'-S• 105 5'-3• 4'-3' _ V-5*_ 195 .__200 1 2" 4'-2' W-4• 5'-J' -- -- __ _ _.__.�. 200 6'-2' 4'-2' 205 6'-1' 4•-1' 6' 3' 5'-I- 2C5 6'-1' N ''-.� FLORIDA BUILDING CODE Mon High Velocity HUrr;COne Zone• Q� 4 lC2017 TKTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. .•••��ENS•• � I F _ THA HVTM * ' TL E�O Aw S S�A� ccordion Shutter System * ; H.V.V9L9E #1 W/OR W/O KV. W NDOIN HARE 'a.' � Q• �� TILLIT TESTING & ENGINEERING COMPANY American Shutter $ stems OESCIN1gN LLT[ DRAWN 6r:IILQV. LG. 6]55 q.n 34t( St,S'. ,105,SNA GWDMS.RCAW 131 AeiOClatiOnr Inc.IA1 9 •'• �p` OLD 15-0e5 7/27/1 ATE: 07/27/n Phone: (303)671-15m.Fox (305)071-1531 4268 Westroods Drive P DRAWING No £ss•."••"1' 6\tldtU "a18-CO067191O0^ West PGIm Beech, FL 33407 s -•.•/DIVAN.EN,r. WALTER A TILL11:r.P.E. 4 17-107 P.E. 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ANCHORS TO SUBSTRATE SHALL SE AS FOLLOWS: lSLC MOpMBNGS E.G.•H ON SHEETS 6•7) POURED CMSM Tt/CONCRM•LOCIC POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (MM. re - 3 Y01) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY IATA BUIL DEXA (Mtn. rc - 3 r) (WALL SILL MOUNTING `J CEILING MOUNTING �FLGOR MOUNTING - 1/4'0 It 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT A,SPECIALTY COMPANY. (Min Fc 3 4i) SPAN 30. KG A1MOU TING S0.._. _._-_ - 1/4.0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Wn. I'c - 2 k0.) (R) -. _ - 1 TAPCON OR _ 1/4'0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW. BOLT h SPECIALTY 3p M 90 7S W 120 IOD A 40 60 75 NC ,10 160 2 JO 40 90 7y •0 12D 190 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIIED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 11 112 t • 6 THREADFOiM TECHNOLOGY 3,-0• 11 11 10 • • • • • 14 12 10 ! • • • • 14 17 /0 f • f • ALL P'OdTS SCUD-SET (�'' 1•e . 3 Y4A) OR LM 11 13 10 • • • f • t♦ ti 10 • • • 4 6 14 17 10 9 • 0 • f B TAP W/CAP NOTES: 14 12 10 1 f 7 14 12 to • • • 6 6 14 17 1 • • TAPPER ---- A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE Of TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPFR♦ 14 17 10 14 17 10 f 6 • / IA 12 10 S ANCHORS K 1 3/4'. AND FOR BLUE TAP W/CAP ANCHORS IS 1 I/2• 4. O. 11 12 t0 9 • • • •_ 14 12 10 t • • 6 f1 H 10 • • • • 63 1/ 42 10 9 6 a a • 14 /7 10 9 • • 6 43 14 11 1 f • 6 4 33 A2)A•NMMM EMBEDMENT OF 1/4'0 a 3/4'ALL POINTS SOLID-SEI ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE NO EMBEDMENT 14 2 10 • f a 6 •.S f4 12 f0 f • • • !A 14 17 to 9 6 • f 43 INTO STUCCO SHALL RE PERMITTED. 1/4'0-20 S.S:MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SMOJLO STUCCO 14 1 9 .5 SS 3.3 - 14 12 10 • 6 0 6 14 1 1 I a 4 •3fI LMTEAtXX4 a YK rql EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 f0 9 0 S 1 / 14 17 10 1 1 a 6 33 14 12 10 • • • e {s °`AOC,�"-aN sNRtT 1° S�• 14 12 10 9 • 7 4 - 14 17 10 a a f.5 S 33 14 12 10 • •3 5 3.5 3 A 3)IN CASE THAT PRECAS'STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 17 f0 9 • 7b 43 - 1{ 1 10 • • 1 6 IS 1♦ 12 1 f 1 • AS ANGINOUS SMALL BE LONG ENOUGH TO REACH THE ALAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON • 1 4 - - /{ f1 \0 • 7 S3 / 14 1 t • { 43 3b NOTES AIT A A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EAFS WITH OR WITHOUT META,STUDS CONSULT TMS ENGMEER.FOR F._p. 14 11 10 • a 6 6 - 14 13 10 9 a 6 6 9 M4 11 SO • • •-9 5 33 INSTALLATION INTO ELF'S WITH METAL STUDS SEF SHEET 20 14 17 t0 • 7.3 Sb 3 - 14 17 10 •b 7 !.! 4 ] f4 1 • 63 5.6 • 3 - (8) TO EXISTING CONCRETE BLOCK. (ASTM C-90) 14 t2 ,0 • • 6 - - 14 12 10 f • 63 S 14 t7 t0 63 • f 4 - _ 1/4Y IAPCON OR TAPCON 1WTH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED SY I.T.W.BUILDEK. - - 1♦ 2 • •3 5.5 J - - 14 12 10 ! s.S // 1 10 • 3.3 3 - I/4'0 .3/4'ALL POINTS SOLID-SET ANCMONS,AS DISTRIBJTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY. r-O. 14 f2 10 9 1 • - - 14 17 10 • • 1 5 4 14 17 10 9 7.5 53 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. N 12 10 1 63 4 - - 14 12 • 73 6 7.3 33 - N 0.S 7 S3 43 3b - _ 1/4.0 TAPPER. ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT • SPECIALTY 14 12 10 •b 7 4 - - 14 11 10 9 7.5 S5 4 - 14 12 9 7 7A 4A - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHLI?TFR SYSTEMS ASSOCATON.INC. 1{ tl 7 •. - 14 t1 10 9 -5 SAS 4 - 14 1 13 3 8.�. 14 12 10 9 • •.0 - - 14 12 10 f • 6 4 - 14 12 10 a 6b S 3.5 - NOTES 14 1 0.5 7 S3 3 - 11 12 • 63 Sb 4 3 - 231 6 3 1 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TA'CON, BLUE TAP W/CAP ANCHORS AND TAPPER♦ ANCHORS IS 1 1/4'AND IAPCON 11 12 •.5 73 1 14 l2 9A • f.! S - - 14 12 • f 63 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1• 1 f •3 3 15 _ _ _ 11 12 10 S - - 14 12 a u 5 4 B.-0. 1• 11 1 f 1 - - - 11 12 10 • 73 4.3 - - /1 12 6b 7 SS 4 - - B.2) MINIMUM EMBEDMENT a 1/4'0 X 3/4'ALL POINTS SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 14 13 7b • 4 - 14 11 7 SAS S 33 - - 11 a Sb 43 Af - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 6.3 4.5 - 11 12 u 7 63 4 - - 14 OS 7 53 a 4.5 - - EXIST,AIM. I'MINIMUM FOR WALLS WWTH NO STUCCO. 13 / - U 12 I 7 • 43 - - 16 Il 7 LS 40A 34 i4 17 10 9 7.3 - - - 1• t1 10 O u S I4 17 0 a 3 4 - - B.3)IN GSE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE rXISTNG WALL OR FLOCK, _ ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON 14 10 7 S SAS - - - 1 fb f.b 5 4 3 - - f0 73 3 4 3 14 11 7.5 L5 - - t• f3 9 a a s - - 2b Ob 6 f 4 4 - NOTES B.1)t 8.21 ABOVE_ FOR INSTALLATIONS ON VINYL SIDING OR ETES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.5 a a - 1• 12 6 63 63 4 - - /7 10 ss S 4 ] - - FOR INSTAL4ATION INTO EIS WITH METAL STUDS SEE SHEET 20, 11' O' 14 12 10 - - - - - 14 11 9 ) a 4.5 - - 14 0.5 7 SS 43 33 - - (C) ANCHORS SMALL BE NSIALLED FOLLOWING ALL Of THE RECOMMENDAIKIMS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 2.5 fb a - 12 9 a 43 4 3 - - • 7 4b 33 J - - I4 10 7 - - - - - 14 0.a 7 5.5 43 - - - 13 LS 0.5 43 73 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 1. - - - - 14 1.5 7.3 6 S - - 12 9 • 4.5 4 - - 14 12 10 _ _ _ _ _ t• 13 • 6b SS - - - IS 10 •3 ♦ - - - F DISTANCE VERSUS Sp SCHEDULE FOR HOfS• ../_D� -I3 13 63 - 11 • S.5 4 J - - - 6 4 3 - - - NAXINUV ANCHCP SPATNGS ARE VALID FOR FOGS OSEANCES INDICATED BELOW. VOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPICING 3.5 !b f - - - - - 13 f3 fA 5 4 - - - 03 • S • - - - - eP uL:L1l=tnnr. cP,Y vrG crAr AN rnN SOME CALL ED 111E IOLLOIVIN4G FACTORS. • f.3 - - \{ 0.6 7 43 - - - 11 u 3b 43 ] - - - SEDUCED.r'Acros CO-AHED .,L1.: FA-TCR'HA TRE SS THAN MINIMUM SPACING NDICAIED FOR EACH ANCHOR HPE. N 12 - - - - - - 14 hit 7.3 • S - - - 1 f 6 s3 4 FACTOR 13'-0 0.3 • - - - - - - 10 7.3 S 4 ] - - - 73 4 J - - - - ACTUAL TAPCON WITH ADVANCED 23 0.S - - - 11 9 6 Ib 4 - - f3 7 S 4 - - - - •� 7APCON THRF/rDFOR1A TECHNOLOGY ALL POINT SOLJO SET BLUE TM W/UIP TAPPER SPACING t3 19.561 _ _ _ _ ♦ - - _ _ DICTAICE --..- _- 11 OS 7 S - - - - 11 a_a 43 - E.D. UW SPACNC - 3• _ MRL s*ACOR.- 3' MIN.SPACING- 3 1/2• MIN SPACING- 3' 3 3/4' 4• 14•-0• 1• 17 - - - - D W RED CONCRETE k FOALD OOM= fOtlEIE BDG% POURED W RETE t POURED CONCR k IOI,IED OpNppE f1DgC[BOOL - • 7 •3 - - - - 7 S 7b ] - - - CON;,RETE BI O(:K CONCRETE COCK CONCRETE BLOCK 1 n 6 . 43 - - - - 0 6.s { - - - - FIV I w L0•Y vH ED•J 1/Y 1rL f0.•2 1/1' WIN.ED.3 1 ,•r IM E3.7 1/!'Iu[0..21/T -- _ , 9 - - - fs s ff3l 1.0 0.00 1A 0.70 1.0 O.a4 IA- o f - - - - - BLADE WORKING15-0 - - - 3S to eb _ _ _ _ _ - _ _ _ -OAt to - OA7 to- - - u LS 4 - u IN UNISON • - - - - - ID _ - o a s - - - - - as • 4 a71 aet4 - - - - - - Ca7 - - - 0.43 7.3 S - - - - 0.30 - - - - O.JS -_- • • ♦ - - - - 4 J - - - - - - FLORIDA BUILDING CODE on High Velocity HurricaneZone] ,I,,P`•� 6E Accordion - ,.: n..; 02017 EASTERN METAL SUPPLY.INC. `moi••''�.1C 9; ,M IlIC. Accordion Shutter System o /TL EC OA S S AKV. MADE#1 W/CR W/0 H.V. WNCW MIRE Hurt TESTING h ENGINEERING COMPANY American Shutter Systems DESORPTION 0At[ DRAWN , A7E ? * L755 NW.36a ISL.SIA.305.NRG44A CAPDWL nD'4-331.1 Association, Inc. 1 OLD ,s-o3s_ 7/n/1 DATE: 07 27/n O4268 Westroaos Drive 2 j Pn,n.: (x5)e71-'S3o.fm :(3I7s)en-,Sr. _. DRAWING NO N, pglp� 144 4-Twl. Im4C041kKI` m West Palm Beoch• FL 33407 3 •I �-V"�L••••........... V 1 EB^0005719 / �7 A�E�[S��I40 WAITER ILLY.r.P.C. 4 - - P.E. -src�4oraat/DATE nXIDA <.0 44167 i SHEET . 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BS .5 12 12 9 711'-0' 12 10 .S- - - f2 f0 4.3- - - 6 .5 J.S- - - - - - - 6 - - - 6 S - - - - 12 12 12 12 10 p.5 12 t2 12 9.5 6 7 /2 t2 p .S S 1 '-0' 12 10 ♦.S - - - 6 6 4 - - - 12 10 JA- - - 6 5 J.S- - - t2 10 - - - - 8 - - - 6 5 - - 11 12 12 1• 0.3 6 12 12 tl p.3 10 - - - - 6 6 - - - - t2 10 - - - - 8 .S - - - 12 .5 - - - - 6 - - - 6 .S - - - - t2 12 12 0. p.S .S 12 12 t0 6 .S 3.3 t2 0. 7 .S 4.3 1{'-0' t2 10 - - - - 6 S - - - - 12 12 7 - - - - S ,p - - - - 6 9.S p 6 12 t2 9.3 7.5 15'-0" f 2 - - - - - 6 - - - - - 12 - - - - - S - - - - - 12 - - - - - 12 12 11 9 7.5 5 12 f 2 p.5 7 6 4 12 9 6 5 12 - - - - - 6 - - - - - 12 - - - - - p - _ _ _ _ 1• _ _ _ _ _ S _ _ _ _ _ 6 _ .S Cl') HV BLADE OR , 1 HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* .SFE UNI ROWS R UY ECR MADE ON SHER Ij } NOTES ON ANCHORS REQUIREMENTS WON SUBSTRATES 1 ANCtiCWS TO WALL-FLOOR OR SOLO ROOM SOFFIT SWU IK AS FOLLOWS. 3.SUBSTRATE SLWLL CONSIST Of THE FOILOWWG: -SOUTHERNPWC NR.2 W/C-0.55(NOS) - 1/4•0 TAPCON ANCHORS.AS WANUFACIUREO BY LT.W. BUILOEX W/W U*A a eEDMEHT AS INDICATED AT -DOUGLAS FIR N/6.0.50(WEDS) EACHTIDN NON SHEETS L6 k 17 -SPRUCE PINE FIR NORTH W/G�0.43(N.O.S) FIICEPTIpN:SEE NOTE 7 ItELOR. -SPRUCE PINE RR SOUTH W/G-0.36(No S.) . 2.ANCHORS TO HOLLOW CEILING SHy1 BE AS PER 4p1NMIC}Ypt U.SHEET 17 AND SHALL CONSIST OF -WN1/2'COX PLYWOOD(1966 AAA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS s.ANCHORS SFMLL BE INSTALLED FOLLOWING OF THE RECOMMrUNTIONS AND SPECIFICATIONS OF THE ANCHOR'S MM1UEAf'URER 1lt 1t 02017 TILTECO,MCFLORIDA BUILDING CODE(Non N. n Velocity Hurricane Zone . 1��,•"F�• '."I �T� -62017 EASTERN METAL SUPPLY, INC '\)V ENs�;•,•.��L RIIIIIII�f1�I BERTHA V 1 ;, A�S S�A� Accordion Shutter System 1LTEcotN�. • FiV. aanE/, W/OR W/o FIV.WrOOW e" f * TILLIT TESTING k ENGINEERING COMPANY American Shutter SystemsIrv. LC Association, Inc. 1 ` o � 1,R 6355 ."S""SI..SLR.JOS,YIRO W GARDENS,FLOROA 33,G OLD 15-085 7/z7/1 ItAI[: 07 27/17 (305)671-1510.roF (305)071.1631 426 'Sest'OOds 2 =:Ss ......... \ dt '-"1O'e e'er DCO"' West ?olm Beach, FL 33407 s DRAWING No './On^t.C�Etitt WALTER A.TiLLT:E. P.E. 4 '7.1 07 P.E. SE/tC%SICIIA'�1RE/DATE FLORIDA`,. F 44167 5 SHEET • 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 19 HV* BLADES AS APP I ABLE r WALL FINISH MM, SHUTTER SPAN L+ OR I - t / -T/APCpI�ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTA I ATION , 1 THREADFORM TECHNOLOGY 1/4*0 TAPCON OR 19/ ON t f Y Yin PENETPATgN _ -TAPCON WITH ADVANCED THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/2•win. PENETRATION OF THREADED AREA TO EXISTING _ �� (SEE SGEpILE ON 94EET 15) WDOO INEApER. (SEE SCHEDULE ON SHEET 15) t mIU S¢ I I 1 � i �,"�,� 1/4.0-20X3/4-S.S.MACHINE -11A % ORO r- � SCREWS W/ 1/4•-20 NUTS /'—1��&ADE I)� 1 / 1•w1n. a 12.O.C. ( ON SHEET 19 AOR ^ - EXaISn�TXi� I:LYXS$•Q s WALL F ;7 w15H I I � :•;`, l;foPTIONAt it=fl H ' -EXISTIW MIN. i. FINISH I HEADER,REWUIRED -Q�00 1 —EXISTING- WOOD EXISTING 1MIN,9EPARAIM 1 WADER REOVWED 1 f•/TAPCON OR TAPCON WITH ADVANCED 1 i '-THREADFORM TECHNOLOGY W/ 1 1/2- GLASSY R)OLASS((� I I MIN, SEPARATION TO CLASS AREA To _SO FOR QI SFEEi Ex6TING I 1 EXISTING WOOD HEADERHRCADEp 11 9 41DE QiIp � ISEE SCHEDULE ON SHEET t T) (SEE SCHEDULE ON SHEET 15) ON SHEET t9 FOQ •.. LADES d R 1 _ _ _ _ ��2'x4'CON7. SILL F— PLATE REO'O OM HV WALL L N AIDER INSTALLATION ATION ON HV WALL HE-AQER INST 11 ATION �NV WALL SILL I �n I I i EXISTING -T-- - I w lEPARETIp1 ro.OLASf H 1 +.—.-_ww. SEPARATION TO MASS - ... 2.�a�� _ SE___ TO GLASS T'Cl�1 EXISTRIG ~(SEE SOEptRE ON SHEET 11) 1 EXISTING (SEE SCHEDULE ON SHEET 11) 1 W000=(SEE SCHEDULE ON SHEET 11) LwA-'1• p GLASS--J REO'0."^'c 11 3 I 1/4.0-20.3/4'S.S. 1 1/4'0-20.3/4'S.S. 1 MACHINE SCREWS :9YCHM SCREWS W/ I 1 USING 1/4'-20 NUTS I T1, s..�•�{ WALL 1/4'-20 NUTS a 12'D.C. 1 1 f i—j - I a 12'o.c.._.., I20;�I II. •z 2'X4'CONT. I O 1 ' WOOD PLATE REO'0. ---1 I-E4 0--! if- 1'Min. 4'/TAPCON OR TAPCON WITH ADVANCED ` U / 2'.4'CONT. HREADFORM TECHNOLOGY W/ 1I/2- 1/4'/TA/CO11 IM tAPCON WITH ADVANCED L n PENETRA7gN OF THREADED AREA TO THREADFORM TECHNOLOGY W/ 1/2' - -.- 1�/49 tAPCON OR NOIE SILL PLAN ExISTWG WOOD IEAI7EI1. j1 Yin. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON W7TIH ADVANCED 1- REO'D. SEE SHEET 4 FOR TYPICAL '� (SEE SCHEDULE ON SHEET 15) --4---I - (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2•x4' 1/2'MN.CO THREADFORM TECHNOLOGY SHUTTER ASSEVBLY. _ ,. _ WALL FINISH STUDS O t6'O.C. MAX. PLYWOOD REO'D. W/ 1/2'Wim.PENETRATION OF 2-MOUNTING SECTIONS CM RE 1/2•MN.COX PlY1Y000 REO'D. — WALL�}-_ IHREADED AREA INTO PLYWOOD COM&NED IN Wry WNY TO N REQ PLYWOOD PLYWOOD TO BE (SEE SCHEDULE ON SI1EE7 15) SUIT ANY INSTALLATION. -EXISIiNG MIN. 2-x4'STUDS O 16'O.C.MAX. REt7O ATTACHED r0 STUDS IN ®HV WALL CII I INCT1 (ATIAN PM4 SF0 TO BE 08 OF THE TO STUDS IN ACCORDANCE ACCORDANCE wOF rnl MY WALL CII 1 INSTAL I ATIAN wRIH SFC'X1N 2306 OF THE F B C SECTION 23011 OF rHE \`fJ �HV WALL SILL INSTALLATION re.0 -— •-- e1Ace v vEEr 9 \L• .SER A.,, CS RM BUILDING CODE Non High VelocityHurricane Zone �fT:- 02017 nLrECO.INC 2017 EASTERNMETAL SUPPLY. INC :'' �ICE1ys�•• BERTHA ASSA TM #; 1 L E C O HUG. Accordion Shutter System ? V. BLADE #1 W/OR W/O KV. NINDOW DACE �� •* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY �scWrnaHl DATE Association, Inc. 5- ° A of eYss r+.r Mm.SL.Ste.]OS,NRGINM GWUfNS./lglW]]IE 0.D t„ OB5 7/27/107/27/17 "`�-•�- PMn4 (305)671-1530.F. -(305)1171_1531 4268 Westrcods Drive 7 �`-'•. Oglp�t Y�Y .-�.F. nLxeaeoa.<am West Palm Beach, FL 33407 3 DRAWING No 1A ••••.. .. Y1 EB.0006719 • 111 WALTER TLL1 r. P E. N 17-107 P.EIs/SfAt tTidRE1�DATF FLORIDA L 1 4"67 5 SHEET 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & S HV—*— BLADES AS APPI ICA LE MAX, SHUTTER SPAN + — INCTeI L eTInN INTO WOOD WITH HY LIMITEDRM ] Y r WALL FINISH SHALL BE RATING. . rAPcoN oR SPAN & DESIGN LOAD FOR INSTALLATION eTInN WITH BLAD 1 b e WORkIN(` IN UNISON • ��TAPCON 1NTH ADVANCED 4'.6' (1,6n.) EXISTING .— -_ Q—'—EO�q•11x1. THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2•WTI.PENETRATION STRUCTURAL ADEQUACY - --T -LOGE(IF APPLICA6EL) o/THREADED AREA TO 1/4Y-20■3/a•S.S. OF EXISTING WOOD BEAN I EXISTING WOOD HEADER. ,�1• /NRLLPS TRU55 HEAD TO BE CERTIFIED BY -); 19 15) MN. MACOW SCREWS REGISTERED ENGINEER OR _- _. !. w/ 1/4•-20 HUTS ARCHITECT PR_R TO O-'-T--E —_ -- -EXISTING WOOD (5[r SCHEDULE ON SHEET -Co;: • 12'o.c. 511UTTER x6f�LUTgN. 1/2. - TRUSSES OR DRC.RRECIU ED -- -loonTAPCON WITH ADVANCED r Y�r .257- THREADFORN TECHNOLOGY E SOFFIT EXISTING t n I t Mox. w/ 1 //2'Min.PENETRATION i 3/4'Max,THK .�� 1MREADEO At r0 EO EQ— i /14x3/4' 0 EO— A.�, --,il'x /a'CONT.ALUM.TUBE •-)1 -OPfOHWL EXISTING WOOD HEADER. s.M.s- — (0063-T6 ALLOT)W/ •( =r ':,{,� (SEE SCHEDULE ON sNEET 15) O a•O.G. © © ()S/16'0 LAG SCREWS 70 G or ©or ©EXISTING.Met I 1 or or FEiA1CCNN RAiTpI oR TRuss. EXISnnG---1-I HEADER REO'D.x{. MIDIof 03SnINGAWOOD CIA fl;.. MIN.SEPARATION TO GLASS --� OPEN HOLE AT EACH MMEMBER. (2MY n. L (SEE SCHEDULE 011 SHEET 11)— EXISTING i STUD 7D ACCEPT PENET) /2'OF iNREADCO L . GLA S--moi 5/16.0 LAG SCREW AREA vALlo FOR - w a7+w.TXN . AT CENTER OF HURL. NSTAL.ATIONS WITH 72PPf MAX.AS.D.DESIGN LOAD ANO O$ HV WALL HEADER INSTALLATION w r L n EXISTING W�� 9._D.MAX.SPAN. THIS RCI1 WAGE AAo INSTAL-ATION IS ONLY VAUD rr 9Hf» _ 1D OR(w + 1roX11LaAQ10E mM FOR WOOD W/MIN. sPEcinc 1- I1IDR 4 rpt 1YPIc1L SHUM ASKMILY .� KADIS(I*0 KN 91sT»1011 CRMIITY OF 0.50 As DOUGLAS BE Atm Tt® • FIR OR SOUTHERN PINE No. 1 IN WW TO su 6r AN OwAL,ACO� T HV CEILING INSTALLeTInN —1---- -",—. --QoR ® ORE«,AL (U,,HV CEILING SEHR.mI y�y�- OR MN.SEPARATION TO CLASS _�"a� I MIN. )- ,(L- EXISTING I (SEE SO4MULE ON SHEET II) EXISTING 11 lot a"$40 19 RM SEPARATIONGLASS ( I GLASSY __-Qj elAasO.t 91 (SEE SCHEDULE I I 1 ` ION SHEET 1 I) 1 I '3 ! I I 3 1 ALTERNATE_ �\ ' ___ ANCHOR 1 I ( ��� I I 'LOCATION EXISTING '" ) - _. 1/4.1 J/8 YN _ 10.3 4- LASS� IIIA JI - �' Me.. ©'O �ro --WASH R HED TEX 2'x6-MIN. wDa sR 2'.6'MIN. WOOD SCREWS• 12'o.c DECX REQUIRED -- DECK REQUIRED(NO (NO FINISH FINISH ALLOWED) - _ 19 EDGE of DECK _ i/2' 1' _ 7�WFTHA.DVA - Auowto> W APPLICABLE DECK IF -- _ EDGE OF DECK 1. 1/4'0-20"3/4-S.S. - -` APPLICABLE ~_._,-_ I APPUCABLt - - _+/4'0 IAPCON pt p14UP5 TRUSS HEAD -TAPCON WITH ADVANCED r'n' MACHINE SCREWS :s- 2'.LN 1/{•0 TAPCON OR TNCED`SSLL PLATE rHREAOFORM TECHNOLOGY w/ 1/4--20 NUTSREO'0. ` W/ 1 1/2'Mi,. PENETRATION • ti'OC. 1/4'0 TAPCON OR TAPCONWITH ADVANCED rHHREADr0RM -MIN. THREADFORM TECHY Min. 2'MIN.-OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'M:n. PENETRATON OF THREADED PENETRATION OF THR FXIS7WG WOOD HEADER. AREA TO E)USTING WOOD HEADER (SLE SCHEDULE ON SHEET 15) AREA TO EXISTING W003 HEADER. (SEE (SEE SCHEDULE ON SHEET 15) SE FOR SCHEDULE ON SHEET 15) ♦ SEE LIMIT OF U V-HV WALL SI I INSTAL I eTION ;, W HV FLOOR INSTALLATION ATION C'HV WALK–OVER INSTAL I ATION / c2ov rXTEco.INCROMA BUILDING CODE Non High Velocit HUrriCOne Zone '04114t%_1•. „`LAA, ✓ C 201 7 EASTERN METAL SUPPLY. INC s� HIL IE C O INH:• A.S�S�A� Accordion Shutter System d� H(v. t;inE1 w/OR w/o RV. whDGM eLwE TILUT TESTING 3 ENGINEERING COMPANY American Shutter Systems Ev.Ik sCXIFTION DATE DRAMA BY: LG. Gam, i Q ;' 6333 N.X 3Mn M,so..333,oIlzw rrom novo.,,, Association, Inc. OLD 15-085 A /27/1 DATE: 07/27 17 Phone:(305)071-1530.Fo.:(305)671-1531 4265 Westroods Drive 2 +--s/0 F �, ' 113-0006719 K 'C0n' west Palm Beach, FL 33407 s DRAWING No • ��L `� •' WALTER A TXUT Jr. P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE f1OROiA Ua 0 N167 3 SHEET 6 17 OF 20 1 END INSTALLATIONS J) HV BLADE OR WINDOW BLADE INTO 2"Y4" MIN WOOD STUDS YN•.r■0aD l'N•YN. � fT�R60b. I'.:wY .000 ROOD f11Nf. 1/�'•rMC4Y - S1v%woo In /W / r / \\ % ( u) rYRTNG GUSS V .10 Cm F RLIa00D or NO am \ _ws*Ro G,.vs Ixsuw cws t /' L. ISO Guro"a w s�Iw�aDY tn'rr ea _ tWmMC CY■aP RiRDOO. 9D@IR[ R -T lr DIADS(Yi i/Y 1/1,!Cl _ 10 tlA4 It 14M a"Q)•O +/16•.7' t1 Rp•Rq 6)R/O R1 •. • i/m 2 a (was-rs)a E* �-' IH'Yr.mR ��a r�r 'l;.-ir,a F�wc r .__ �.. —.—..--... I w KI,1E((IOUrE r n5■000. OM1 9fZT 19 W, ♦i C.4r 91 IMl1 ' \106 Q•7J, I p/RI M �IDYI/�•S.YS 1` • IRI I'�/•S t1 Ot. iia oc srs. 4 noel-n auy r 6 p1/,oary•6Y.t • I Olt 1 su Dc71a v rGR: Ja U• D.cr as r Ot®♦ •O p- oo icnD�rrY OR sa c�a E - rD R■aa a_,r.,g��.®.p. INK°Cf"m.eaere0"a�� C3j p O' �•Ci-!f• O- (I0-4iQ-r" .�.Q T•�D CTI- © Wl: V-0-0-a-0 0-0 Q END CONNECTION DET IL t) END CONNECTION DETAILC a END CONNECTION DEr_O ,9) ENMAIL '1@ _D CONK CTION 1'N'1■I. �BASS •la0UR1ID Only IA Y.wS ORFMR lYM,l•-D' —./:R 1MCw 112s10N5 f/.Y i�P�DY / /j• '( iilmdG srs. �[1af1MG 4A6f� RrL114nC1.•tl•a,C fGE'MrIO rI•IY Oft a Yra]lPnwna ro Oaa�(M w na 1wewC w�■m 4 ♦ SEE UMTAT:ONS Or USE FOR 60-90,u a.low - �IOR aua(E.0 yA ON SHEET 1 g w slain _ Kom OD.«®oa0a0 4 / TOP T4 i• 7 �` Row Rvu Ci- a. 9-00-0-43 VIEW Y �. p. T. �•Cs- •Odi•Q ®•Q•O•tll��•Q END CONNECTION DETAIL '12 � DETAIL o' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' \\ '••�.10EN•.'!/✓_- 07017 71LTECC.WC. 02017•EASTERN METALS—UPPPPLY, INC \\\ SF 9: ��■ BERTHA HA �7 TM IL EC O INt. A.S.S.A■ Accordion Shutter System KV. BADE#1 W/CR W/O KV. WN OW RADE 7 * TICCIT TESTING B ENGINEERING COMPANY Am�Aeort Shutter Systems ry•R DESD6rr1oR OAT` �•'•. �� assn Ra U1M wsl, • ]OS.HYDRxs ueoEas.norm, C enc Association. Inc.IOC. I OLD 15-085 27/1 D 07/2 DRAWN 6Y LC. 7 (705)671-1030 FD. . (}05)871--157' 4268 Westroods ovolve 2 _ 1701 n 000W671967w :nom West Palm Beoch, PL 33407 7 DRAWING No 'ss10NAL e- ENG\ E WALTER A T1111T Jr.P.C. 4 17-107 P.E. SEAL/SIGNATURE/DATE noRIDA LAG.#`4167 s SHEET 6 IS OF 20 �� • GENERAL LNRATIONS AND GONDETIONS OF LSE FOR BERTHA 1 ®'� 16 A G r Y Y Y I. MAX. A$.D. OCSK.N vRKSLRE RANG. ♦itD, - 110 p.FT. 2.MAX. SHUTTER SPAN. {6' 3.ALLOWED MOUNTINGS:AD.G k H ON SHEETS 6, 7;AS WELL AS MOUNTINGS M.0,T,U A WON SHEETS 16 A 17 ONLY �(IEIOTHZg OR, v �YOUT VS7NBESAVCLUDED DNIY Ai E1rTERIOR AC $C ALLOWED�DNTH LNG OR 15IN IN, CENT E •IP.61En�ENO S.W Hv WILDOw BLONLY ALLOW A WITINA 1 OF 5 OPENING$ (J'1 NOl.ES)rOR 1.-11(t=SPACINGS SHOWN ON SHEET 4. .,a. 'M64,ISS (8)MIN.CLEARANCE TOP OR BOTTOY EDGE OF Hv'WINDOW BI Art tO OF ANY 3"I NOL(FORT'3'SHALL BE 17'. LOWED AT ICV_ �L57 ',DOW BLADE QN (C)FIRST BLADE(.'Y BLADE COLING OUT FROM STAWTERS AT ENDS MAY BE NV I [f/1 (0)W"DOW BLADE I MUST BE USED ALTERNATE TO A SOLO`a BLADEClI THROUG1gU1 SHVITER'S WIDTH. (E) RMATES SIWILL ALWAYS BE INSTALLED ADJACENT TO A SOLO W p � �A BIADET AT EHHCA SDE Of THEM �e9 (F)POLYCARBONATE W WINDOW /SHALL BE INSTALLED SO TIW TABS FACE SCE Do 9 THE PO Of THE OPENING NG PROTECTED.1N WWOW 4S MUST BE 4Y ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY ASSA nsNEEra /L ; INC 1ULL Ij(I 9Ij6q 6. SNF ANCHOR$PACNG SC11EnULF FOR INSTALLATIONS IMO WOOD FRAME pp t b9D BULONGS ON SHEET I15.AS LIMI1ED BY SPAN AND DESIGN LOAD(SEE NOTES 9$ 1 •2 ABOVE) 1. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS .NTD POURED r b CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 1?AS LIMITED BY SPAN AND DESIGN LOAD(SEF NOTES 1 t 2 ABOVE). ( E MEN'S) .. ,�`� B.MFOLUM SEPARA110N TO GLASS SCHEDULE.PER ASTM F-1996 RLAN iYP TOP f ORR w L,y 7�aR�6R�:J- I 111111110EOK MR40"SEPARATION TO CLASS D N YS .__. ----IMMIED WOIiF-- --__ .._. 1 i1MU] 1' n ryA�/�y 1"2010101101101111 TO GLASS - EXISTING CLASS idR�iOYLaiM swel ON*w n RultIE�_m N Ste' -1--- - -- --- ________ __ AND oN in ow Fen woesmB /� �\ ALTERNATE NG CENTERYATE� 21 WLjyEXTERIOR ONS ^ /�� \ \ \ \ 1\� -o j �` a AND W/ 4 OR j5 (SEE NOTE 4 ABOV�1 �2, �. cCENTERIMT[S W/ w/0 (SE NOTE a ABOVE) LOI�nCA1Lu1 ♦` `��'f3// TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1-6 SHUTTER* ---- NAA FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 111 ••.•••• 7 02017 TILTECO.NC 02017 EASTERN METAL SUPPLY. INC. a1 3` . JGENSF ' BERTHA T`A j. /T7iL17-7 O A■S,S,A. Accordion Shutter System * . H.V. ELIDE j1 W/OR W/O H.V. W►DOW BLADE ' American Shutter Systems IIEV.IN OcsourTIOR DATE DRAWN BY: LC. :fes TILNIT TESTING 3 ENGINEERING COMPANY Association, Inc. 1 OLD 15-OBS 7/27/1 DATE. 07/27/17 (305)071-1530 153 F. ;(305 6 FISYAOA 131 ' 1-T' •=nc•..(305)071-1530.Fw:(3D5)e71-1531 aibEf Weslroads Drive 2 DRAWING No S`5./"•••••••'a�j a- , tltotroi,— West Palm Beach. FL 33407 s t7_'07 ANAL E WALTER A TILL T�.P,E P.E. SEAL�SIGNATURE�DATE FLORIDA Lc. 4.167 6 SHEET OF 20 ,,ae3e ,NIaI- I INSTALLATIONS Wf HV BLADE & HV CENTERMATES 1 y2.000-M6... INTO METAL STUD WALLS * °°' L METAL 6rLTo6 AT 16•04. sJb 4 • O.C. /47e NOMINAL -•W W� / i t/2-. •�- * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE I2 —T FOR Bim!1 FN BLUE AGG IRDION SHUTTER 8063-T5 ALLOY K, l+ 3/4•.s 1/4•.0a36•T« .Oil.: 4 43o R SYSTEM INSTALLATION TO METAL STUD WALLS DONT C41V STEL TRACK C«A««EL.16'•6.O.C. ASTM A-653 GRAM w TAM 0-60 1 r--1 �EPA.?ATION TO GLASS SCHEDULE R I--3� "VAw2ED rASTU4t0 10 SrOD! 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pst) Z/(2)N•+/2•TEX SERM r.« DOT"FINISH � "OR 6 EXTrOOR.ACE AS APPLICABLE Q a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM T w ASTM E-1996 SEPARATION O7c LENGfI, ♦ , WN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS ExlsnAc cuss . TO GLASS — ® 1/4"f-20X3" BOLT (SEE SCHEDULE) 4. ONLYENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED i THFu t 1• m WITH ARRANGED A METRICAL LAYOUT. -- MUST PENETRATE©1" USE 00"(2)r35,(6' LONG, MINIMUM) MUST ALWAYS BE 4 4" /4.003s rwGK M. EXTSTR4G FI«ISH T INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF t.373" Goin Gkv STEL,TRACK CHAWACL I AS APPLI^.ABLE CENTERMATE. • '2so- r � • AALV A-ED7 STEN w re a-60 aAlvMR2W FASTENED C STUD6 +43a c T— r/(2)I6•I//2'reK SCREWS ON 43e AAiR19R t fxrrt«oR FACE •r o.c, a 6'oc R 1/4"e-20 THREADS ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® 1/4"f ELM CONSTRUC IM 8I L , 1/2" 2 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAB—LOK HD t 1/2••0.036•Tw4K_x NAMES -- h- COMPONENTS W. AM A-663 OMOF 40 -2- V�. �,�-�At r�F 'Iftt MS; WALL HEADER/SILL INSTALLATION ExisTwc rwan As APPLICABLE SCALE: 3/e". t- (TYP. TOP t BOTTOM) -/.. 6 1/4'-c 035 THICKe. T. GAL5 STEED TRACK CTMh 60 LE%ISTtNa CLASS - - 1 ASTM A-BSS GRADE 40 On L !b SYMMETRYC L� SYMMETRYCAL / r/cµ/ems/2TErEEX NED SCREsw"'s o« I �' MW. SEPAWKIN MABSES INTERIOR k EXTERIOR FACE 43a 43b 43c CENTERMATES W/ t CENTERMATES W/ ro aAss2• EXTERIORACCESS SIDESIDE (SIT )------------ - - - - -- ---------------------- - --- -- ------------- ----- -- ----- ----- - ------------- IN I----- — --_ —--_'_ --- 1 2 ------ -- -- 2)42 2121 21 C 2 1 LOCA AT _s- IN FIEIOEN ENDS VIEW Y 3 (6"Min.) X24 SIDE CONNECTION TO TRACK ® 12 3 /4" l_6 r/2"MAX. SLACK 7P) a (/Y(Tm) (G *r_ jLya BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(Non Nigh Velocity Nurricane Zone �EP R TI(Ur: <S 2017 EASTEPN METAL SUPPLY, INC. 07017 TU TECO,INC. 4'�•: /� �E. _ LEE' LENS BERTHA NV, % s A■SSS■/Ii■ Accordion Shutter System H.V. BLADE g1 w/CR W/O H.V. WINDOW BLADE TILIIT TESTING & ENGINEERING COMPANY American Shutter Systems E.,.« DESCRIPTKRI ORA"In I C. Assoclotlon 6b!«W 36th SI.S,. !05.."G GANMS,rLOKW A. , Inc. c_o -c6s 7/p/t are: 07/27/n p__ (3os7em,-)e«eco S0yN7, ,_3T 4268 Westroads Drive t DRAWING No West Palm Beach, FL 33407 e `'/ OI �r� ORtO�a•\��� WALTCRRA00C719 PE 4 1�-10/__ P.E.CSEJ4LRfVE/DATE P.oRo..K 0 44167 6 SH 2E0 OF 20