Loading...
HomeMy WebLinkAboutProduct Approval ida Building Code Online Page 1 of'3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ' FBC Staff SCIS Site Map tanks Search ba ' Product Approval ,.,.: USER:Public User Produr*Annrovai Menu>product or Aooltcation Search>Aoolication list>Application Detail a � FL# FL389-R9 Application Type Revision Code Version 2017 �i=CEIVED Application Status Approved APR 2 1 7020 Comments Archived permitting Department St, Lucie County 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 lrodriguez@easternmeta1.com Technical Representative Address/Phone/Email Quality Assurance Representative M+� Address/Phone/Email Category Shutters Subcategory Accordion low 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, 4 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9COI AMERICAN SHUTTER SYSTEMS ASSOC,INC DRAWING 17 106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF TNDEPFNDENCE 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 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2418 ida Building Code Online Page 2 of 3 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 Summa ry 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 ASO load and 13'-0"for 35 psf negative ASO load FI 389 gg AE AMERICAN SHUTTER SYST MS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASO load 17-108 PRODUCT EVALUATION,.REPORT.PDE for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"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.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ-No FLS 129 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 ASO load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC, DRAWING 17-107 PRODUCT OF EVALUATION 7-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.P12F p.s.f.for HVIA 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 t-4racW— COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 1106 Limits of Use Installation Instructions Approved for use in HVHZ*.No F 9 R9 II AMER ICAN SHUTTER SYSTEMS ASSOC- Approved for use outside HVHZ:Yes INC. 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 ASO 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.RD Created by Independent Third Party:Yes Bade Heist Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone,OS0-487-182 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Am'ttEbitity Statement::Re{und 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 bo 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 45S.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: haps://www.floridabuilding.org/pr/pr�_apo dti.aspx?param=wGEVXQwtDqvYYHH2vJvx5... 1/8/2018 i GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)FIRS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EOIDON)OF THE FLORID BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, TABLE r CONTENTS 'v •F F,�T�+ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL t TABLE O(" CON 1 E_N 1 J BE INSTALLED WITH A DIRECTIONALITY FACTOR Kda0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. - iN ORGER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND DUDS AREA 1., HV BLADES(1)AIC & BY MULTIPLYING 714EU BY 0.6 ON ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19&20. GENERA.NOTES 'SHEEP 1 IN ORDER TO VERIFY DMT COMPONENTS AND ANCHORS ON THIS P.E.D„AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NII USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 A.NA.YSIS.HOWEVER,A WIND DURATION FACTOR CD-11.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISS"IMPACT LOAD HAS BEEN VERIFIES IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAJL -HV BLADE QQ #0214.01-03,#071S.O1-03,+1004.01-05,.012}4.01-05.#0317.02-06,008O9.0E-10 AND 40210.01-11 AS PER TAS-201,1AS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HY BLADE O AND HV WINDOW BLAng.� AND E-1996 STANDARDS(M15SLE LEEM D,WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLI BI C -HV WINDOW BLADE 0#OWS.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.O,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCREFE/BLOCK SHEET 6 2. HV BLADE S AND HN WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS ANO CONDITIONS OF USE INDICATED ON SHEET 19 INSTAUA110114 DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(MA SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014:2.75'AND/14x1.75'RESPECTNELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 w YIELD STRENGTH AND ISO kni TENSILE STRENGTH,PINS SHAT BE COATED WITH BERTHA HN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNA7TNG DETAILS HV SHEET 9 COATING APPLICATORS,REGISHERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PWS MUST BEAR THE HY NARKING ON THBR HEAD. END CONNECTION DEDA&S 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND S.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 W FOR B - MAXIMUM SPAN TABES SHEET 11 6005-T5 ALLOY, ANCHOR SCHEDULE- CONCRETE&BLOCK SHELF 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 Art SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR A51 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksN MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0:12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 W BLADE O&Q WORKING IN UHISON: 12, 13&15 END CONNECTION DETAILS 7-12&X WOOD SHEEP 18 B.IHIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. ARTA I Hy WIND BLADE Q ONLY 9.T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER AN"ORAGE.CONTRACTOR TO SMICAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/HUN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A V15TBIF PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4' W WINDOW BLADE 117 ONLY CEtNTERMATES AND ENGAGE OR LOCK AL FIV AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE,LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORID BUILDING CODE. ONE LABEL SKALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORID BUILDING CODE. 12,BERTHA H.Y.ACCORDION SHUTTER SYSffMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROIOED BY THE JUMSM-GO14 WHERE PERMIT IS APPLIED TO. 13. (a)THIS R&0.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE C0140MONS DEVIATE FROM THE P.E.O. (5)CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.•PROVIDES HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DEFAMED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- = EANS. d)SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORID REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TIRE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE INSOLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (ej ORIONA.P.E.O.SHAL BEAR THE DATE AND ORIGINAL SEAL AND SGONATIORE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 1Arnrin.A�� RORM BUILDING CODE(Non High Velocity Hurricane Zane 1114�L. .!T'i, 02017 TILTECO.INC. ®RORER EASTERN META.SUPPLY.INC. A �cENsi'---, Accordion Shutter System /� �+. �o iL E C 4 1wc. Mws7w>w7wA■ xv E3.ADE #T w/OR w/o KV.VANOOW ElIJIDE LSD ,�s/ f *y American Shutter Systems Lv.N DEscwPTwx Bac DRAWN 10: Ls Ln 41TI1✓� * TLLUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27(1 DIE: 07127/t7 K-.. •�,• ii 1A+L� FCC r•�'�1 0355 NW.San.SL,6e..305.NR0$M GARDENS,FLa60A aa+ 4266 WBstroods Drive 2 r TTi y Pham:(305)871-1530.r-:(3D5)071-1531 DRAWING No r 1 'fA4i< lA a -I:tatacoaaa..- West Palm Beach, FL 33407 3 17-107 H r, ........c•.r�AAAI EB-0DD6719 4 VAi �j {. A A WALTER A TILLR`U.P.E. fD G O•*Q- + FLORIDA U..#44167 3 SHEET F1 L4 a� nl P.E. 9b0t 1WA"�URE/DATE 6 OF 20 7 A, Q TG (D 7 ' Ad oa a111A 4 ��, CS•r rOR,1lI WZC® e VARIES _- 9 857' 4.99fl` 01 HV SOLID BLADE HV UNIVERSAL FLOATER0 HY 9Q'f!8G' STARTER COVERED UNDER US PATENT / 5458179 QUALIFIED OR USE W/ r� QUALIFIED FOR USE W/ HV BLAOECt, �' s, HV BLADE •T pt WINDOW Q DE* 60 TSAEL'DY-AND TEMPER QUALIFIED FOR U E W NV 6063-T6 ALLOY AND TEMPER EE LIMITATIONS OF USE OF BLADE @ SHEET 19 BLADE 1 6063- ALLOY AND/TE�l g• 1 3063-T6 ALLOY A PER .1N' Tim.._ o SJ .085• • 7ROT H 6�70•�-••�28- 2 . 842 $ ! 4.41• .I2 -------...-.-... - 72" 0. ^-I.920•- 3 2• .QUALIFIED FOR USE W/ (8'HV_ WALK OVER TRACK ©HV 11.1 A J-.1L BLADE 1 D TEMPER QUALIFIED FOR USE W/HV CI HV TRENCH_7 K BLADE QUALIFIED FOR USE W/HV QUALIFIED FOR USE WJ 6063-76 ALLOY A TEMPER BLADE(D ONLY. 1� HV RAINGUARD BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6083-i6 ALLOY A TEMPER VMtES " 1. rte" BLADE 1 1' I VARIES 1.936• 6063-T6 ALLOY A TEMPER 1.977• $ � a'1 Oar (,,,.08.7- .12 r .700 .._1 •- 670 �Ta i .93__ .060'a 1A ' • 4-LA 870 1 3.54- Oy. 870 ....1.856• - . '�520• � � 7 ,� 1 HY HEADERAILL S t HV CEILING HEADER 13 HD CEILING HEADER/SILL Q LIFIED FOR USE W/ HV SLADE{1`)ONLY. UALIFIED FOR USE W/ HV D ONLY TTYY`'" 6063-T6 ALLOY A PE QUALIFIED FOR USE W/ HV BLADE( 1'} SEE SALL HEADEROILL ECTIONS FOR VAUN SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPCR 6063-T6 ALLOY AND TEMPER SLADE`t ONLY. 6063-T6 ALLOY AND TEMPER i . COMPONENT A B Ti 12 X Y t � tATi X MK Y MK t � ri 2` . 2" 0.125• 1' /' .082• a 17 2• 5"MAX.t i/s' i Va- 1 de 2- 5`MAX. 0.192- 0.192• I 16 SIDE BNS�LE �Q C RNER POSTS OUALIFlED FOR USE WJ HV ALUMINUM ANGLES is i 2.5' 7-MAX. 0.190` 10.190, -WAU lEED FOR USE W/ HV DLAOE 1(J QUAIIf E0 E6 USE W/ HV BLADE(7) 6063-T6 ALLOY AND TEMPER 81ADE t'ONLY. � I 2• 5-MAX.;0.139`'0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ertriran FLORIDA BUILIDN CODE(tion High VelocityHurricane Zone LiLLto,"(}Lit � 02017 TILTECO.INC. 6 2017 EASTERN METAL SUPPLY,INC. ��� `�,.•'\,1GENSF•.,✓�- �qOt A.S.S.Aa BCin!H,���'TTd/TlLlAccordion Shutter System xv aADE#L w/DR W/O uv VANDp!!BAaE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems ICV. oEscn"oN DAN6RAwM ar: L.C. i x355 Its.MIN 5,,St..Sas vJaNA eAAowS How.)51 Association, Inc. I OLD 15-086 7 z7/t nw: 07/27/17 OF Ph-*:(`03)871-1530.Fa,:(305)071-1531 4268 Westroods Drive 2 ••, QRID�,r'tL t�t� =m:ta�eog.�aa West Palm Beach, FL. 33407 s DRAW71NG No y/O•• ••••�,\ L1LL wALiEIt A TRur Jr.P.E. 1 `[`f1-A 1 RORQA LT.1 44167 5 $}jEET P.E:"SF9 ,- R'NAE/DATE a 2 0 20 .. 4.660• , 7 r.- .745" ( t -IRI ilt•-20 DAST . T NE70 0 NMlSRiO"�-.1S" I I O f ! SSU.S. 60(tb PANt1 1-10 ryCAST A10 +IW9N0 QNKt "3'71 RAMD PIYMm •p T ; Ji g 4�1 •.I m + DRESS 1VRN .062' "1 2S I ���jjj t .J18 _ a toMUSS 21 ;HV CENTERMATE s •RRA 3?s - "t no)(cIR°o (CHwX PLATED) QUALIFIED FOR USE W/ HV BLADE ONLY fy) FLOATNG ``�2 @ BY 6063-T6 ALLOY AND TEMPE QUAA11T 1ED FOR USE W/ HV BLADE 1 & 1 ONLY QUALIFIED FOR SE W/ HV QUALIFIED FOR U HV 6063-T6 ALLOY AND TEMPERQ *, E0& ONLY. ONLY, 01 FOR USE W/ HV SERO' i T ONLY 25V O.D. 74' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1 7 +.045• ?• MOLDED TO ) o- (. 2.079 SCREW I 2. _ -360•AFTER RIVEI7NC > Rl!! w o6• '� 1/4"0_-20 X.rS 4- 114"0-20-RIVNUT* BEFORE RMETtNO Jrj j a: n i .:tEaEs sus uMrAvu(2024-73 Aum)LARGE 17J1NCE 11sN ?.750' i — .l SHEET MASERT.ANY l°620.AS MANVFACtVM BY AVM PIANiRONT etLwTKw HV MALE "T" LOCK CA �E ' 4 fm. I CHERRY TTXIORNA RIRSIPPENYA NEW JERSEY 07054 OR EOLIAL. t2 LOCKER FOR "T" LOCK CENTERMAT� QUALIFIED FOR USE wl Hv BLASE T( QxLY HV F MALE "�" LQ CENTERMATE NV "T" LOCK HV ALTERNAT[y,�;J.Q�K 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE . HV QUALIFIED FOR USE W/ HV BLADE UI ONLY QUALIFIED FOR USE LO HV BLADE MY Y7UA BLADEORONLY. 8LAOE T ONLY. 6063-T6 ALLOY AND TEMPER 6063'76 ALLOY AND 7fMPE aI 1161 (------- o D THLURTURN .214" ! .06.3 2^ , 6 y CYLINDER 0 .2i4' — KEY CYLINDER "�'�-�., ',� ..,{ • °li 0.675•Mn. 3 r ATE W/.-_�(! BQQ �' l U' (}0° nd ' 1 .125'Mv.- QUALIFIEO FOR USE W HV BLADE f & A QUALIFIED FOR USE Y7 HV BLADE 1 & A � (J ° 6063-76 ALLOY AND TEMPER C-a HE) ZEWERMAV 6063-T6 ALLOY ANO TEMPER I n VARIES 12"MRL. QU 0 FOR USE W/HV 6 (1 R 6/4-ALO-20 S5.oR 3/e'.-16 j 1. 6063-T6 ALLOY AND TEMPER ' - T1Mt6SCRIEWS. {SEE OElAES 31/2- 7HUMBTURN t 1CYLI DE 5' iw _ D° OR NEYR 1.57 mt. �RN� LOCKING ROD/� - 1.78•M,.. 375'o t/4^� ® D LOCK QUALIFIED FOR USE W/ HV BLApE:,0. 1, , HV ,3/S"0-16 ACETAL '3 HY 1/4" -20 AI ( 04 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,rte 6063-T6 ALLOY AND TEMPER C% 3 0 ,70/INSTALLATION WILL REQUIRE A 7/16" THUMBSCREWS QUALIFIED FOR USE W/ HV"or-1)& CAI O ILLED AT TRACKS FOR PROPER EM ENT OLFAISFtED FOR p HV BLADE(D QUALIFIED FOR USE W/HV 8 E1Q FLORIDA BUILDING CODE Non High VelOCRX Hurricane Zone o? {t Lt(EA,t'�1{�(�rse.•�r/1��t ot ECo.INC. 492017 EASTERN METAL SUPPLY• INC. I'll BERTHA H TM 1—� A. iS>ra>. Accordion Shutter System 7 1101. C O c. H.V.a"y1 W OR W10 KV.W INDDH RACE * /'• American Shuffer Sy8f8m3 EY. OLSCRD06R U11 N7AtN 6Y: LC. - {ryC/y 11LLIT TESTING & ENGINEERING COMPANY ASBaciallo , Inc. 1 OLD 15-0&5 7/27/1 DAtE: 07 27/47 ` 70 STA IS_SE 4 8335 R.W.36N.5L,Me.505. .F4. CAROMM(305)8 RORW 3116 .• S {Jos)e7E-1s50.raA:(30s)671-ISJI t Po W Beach, L 33 ? DRAWING N° r(QN{4A 1L��� .-mw:6Re4aandc« West POtm Beach, FL 33407 a EO-0005719 . 17-107 TA Y1,•••••fl••y'•+.f's LL WALT"Al MLR it.P.E. .E. �SFVd1iQJti3F)A�iH"t`%DATE rLaanL LK,l 4+1s7 5 _ SHEET 6 3 OF 20 �I SHUTTER ASSEMBLY SCHEDULE FflR �� HV 1W HV (�lA �fe• 41 � 12 6 T E Q TO 8UD 25" HV BLADE / 4 (�� j E E fA .1875'1 (© HV WADE 1ARuoE oats' Ira T2s .0625' ufmHV LONG RECESSED NYLON BUSHING ; bac i n RN a—� 0 OPENni 0625 1SLAW375" Y ® HV SHORT RECESSED NYLON BUSHING 8 av 3 ( ) y u Das ' HV NYLON HAT WASHER QOR ® , f MT PDRTaN Rt./7 T I /� �s8• HV WHEEL CARRIAGE AISI 302-303 SERIES # f 4 4 0.970"x3/16" THICK NYLON WHEEL. 2 7/e-left. w Nawaw 0.188"0 AISI 302 SERIES S.S. RIVETS 1 315'8SEPARIVION 0625"CLEAR s3. ' .. BETWE .7304' HV 1 3/4" ACCORDION PIN Wj (IB HEAD * BLADE EXTERIOR j J oP E(as 3 s s/4- 0323" 4 •iia + ON CENTERSsTKN Y-Y 7500' HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 4 o z 1/4 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW 4 r TYFTICAL HV WINDOW BADE Q AND 11 UP— PO YYCARBON HV �HINDOW DETAIL (j)OR 0 T4 or @ I ( N.7S. .SEE NOTE rOR I REpWREMENIS} CUOR Q tt POLY CARSONA1£IMPACT RESLIUMT HV WINDOW + s I I BAYER MAXROLON 3103 POLYCARBONATE ! I � 12'NLN.Cl ICE RESINS, UV-STABILIZED GRADE OR SABIC HY-PIN REGUIREMENTS AT XcEXTERIOR BLADE XHUCKLE FOR to TRADE BMW INNOVATIVE PLASTIC LEXAN 103 RESIN OR I i (SEE NOTE "F"ON SHEET 19). i (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV@ OR POLYCARBONATE SOURCES FOR 4' I HV EXTERIOR BLADE. TYPICAL L SHUTTER ASSEMBLY ""M'"rt s .HV PIN 4�2 OR AT Awa/.ma rw.'c'r (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT ExT (aR 8LA()E•S KNUCKLE. 8Cl9rH: -- EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVtO .0.324' (SEE NOTE *FOR spleno M" Asw Ont aa3 t/W 40043 V4 BLADE WHEN CORRESPONDING TO ANSTALLATION 11", SHEET 7. 048 ty REQUIREMENTS) ![Utd 1051E NIU1 n.09N ASN ow, 9.490 .k •.-"o P.1 (3) HV PIN @ OR Wf 1/2 Oz. 1/16" THICK S.S. WASHER 4 I - ! t4FILCOMI SMOOTH At SOD ASN 0x90 341200..1 14..00 .0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ' + S1CL"4AS Arn w90 sao90 P.A 138000.a SHEET k s MGM0 Ira, 3.3113 ms. 'a n-rot 17 0-f ABBLAGE DETAIL ��S 8LY �YOUT{ suns Das tr rstx 02M 47.2 3493 x we 8tu 440 or R4xc ASN om CLI CLASS C-1 CLAW War ounoN Amu 01029 to*r 980'r 11id41�5: ASN Orn TOML s MAM LINA nCA ASN can 9302 P.J. - 8840 a•+ k1) HV BLADE SOLID & HV WINDOW BLADE DETAILS Mau armgum"�"` " Mel ` �.`;:.,. °°°°¢. N.T.S. t1jlpNrrk�E1�.y. FLORIDA 8U1lD1NG CODE Non High Ve;ocity Hurricane Zone t Q',• ........... 92017 TIVECO,INC. @ 2017(ASTERN METAL SUPPLY, NC. BERTHA HVT.� /7 1 LNE C 4 �N A■S ",A , Accordion Shutter System "as a sls x..xEOSTseN w s 0vnauERlc m+s COMPANY sYs, American ShtFer Inc. V.N BADE S m txt Aja ATE rA MWN S. La. KV. a Association, n . 5C1" OAtE ORAwT1 er. LR 0••"�R Sir a 4266 1YatDrive 2 15-085 7 27J1 a/TE: 07/27/17 Prom:(303)871-1330.rex:(3051871-1531 -ER-t0006 6719 m Wast Palm Beech, FL,33407 s DRAW ING'O� • "�".+"` 1VA.ER A TAUT Jr.P.E. P.E. E.SEALjS(GNATUREjDATtLORDA o¢t 44167 s SHEET e 4 4r 20 P 5 lR +MOTES ON HV LOCKS„ AND CENTERMATES: },yANDTORY CONDRiON ilt ONE NV LOCK©or ER SPAN�SHALL BE USED AT 1/2 6F SHUTTER SPAN FOR ANY SPAN i •tly v. ,L4r ELEYATiONHY09 12 E OR LOCK 2 or �2MAY 8E USED AS AN INSIDE QR UP TO OU7STOE LOCK,ATTACH'OR£6 TO�nORS�T ANY CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S, M.S. LOCATION OF LOCK SHALL DE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO}N LOCKS 0R MAY BE USED AS(AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 10 CENTERMATES V LOCATION KALL BE AS IOF LOCKS SNHALL DICATED BE AS INON DICATED ON TYPICAL SHUTTER ELEVATION. i 3. VA.- tI o • !�{1�Q�j�yp�, LOCKING RODS ARE NOT REQUIRED AT URRKCATIE POSITION. BUT MAY 4 5 �b aw�Ooq�4 °' BE USED IF 0 SATO EN E SHUTTER PERFO MANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. HXTM 1z ONE HV LOCK 0 BE USED AT CORM CENTERMATES FOR ANY SPAN 9i I AND INSTALIATTONS AT ANY ELEVATION. 11V L or SHALL BE USED AS A4 OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 11 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOOKING RODS S� Illiii AT TOP&RO OM SHALL BE USED.IOCATKOH bF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A Hoc-we MAXIMUM SHUTTER SPAN SPALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. t V,^ a 5. ONE ALTERNATE HV LOCK MAY BE SEQQ_�IN LIEU OF HV LOCK of FOR APY SPAN AND $ INSi IA7IONS AT ANY ELEVATION.ALTERNATE LOCK Q§MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4"S.S.THUM13SCRM TO Q:OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. o RAINUT AS OWN ON SECTION HVE,SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1113 p_ T` LOCKS AT 1/3 OF SHUTTER SPAN. 6.yANa.TORY CONOIIIDN 03 FOR XQ511ONE MORNING WTA IAT1ONS: ONE HV LOCK 0 or 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I ! TO 987,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q:or¢'JS SYMMETRICAL CENTERMATES W/(2) i/4'-20 x 1/2"LONG FLAT HEAD S.S. _I M.S.'4�LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION_USE OF LOCKING RODS @ W/^� SEEENKIN I i OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY- CONNECTSHEETS P ON 0 t f N t t x L N ' a x Y Y X ` SNEAKS 10& 18 TVP.FULL ++ , I *NOTES ON BY "T" LOCKS AND CENTERMATES: HEIGHT. , OF CORNER I. I""A^tOiDM -' CENTERMATE o ONE ALTERNATE HV•T'LOCK MAY BE INST ED IN UEU OF W LOCKS OR FOR ANY SPAN AND TAUOtON AT ANY ELEVATION.ALT NATE LOCK Y BE USED AS AN INSIDE OR OU IDE LOCKATTACHMENT 10 + � OF LOCK @ INCLUDES USING RERiFORCING LOCK qU,AS SHOWN ON SECTION HUG.SHEET 4,WHiCP MUST BE IO., ox�♦ to 1'/1• oa CONNECTED TO CENTERMATES®AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.TTtMED BOLT W/7/8"0 x 3/32" v WNGNUT OR W/ 1/4'0-20x}'S.S.M.S. INTO A 1%4"Ox 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ��6 •• +�:ae�6 + )+�oa MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 0 TOP AND DOTOM IS MANDATORY. •gaCH(13•0��-0•o�7l� 1. LDdt W/ND + OR W/. ONE ALTERNATE HD LOCK MAYBE USED W UEU Or TYPICAL �) HY BLADE SHUTTER ELEVATION AS ANINSIDEOR GUTSFIKL«>.AATTACHUENT or INSTALLATIONS AND K ;TT ANY ELEVATION.S W /8*LOCK F.H. ;OA�Y GE DUINNCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDe-HvS AND HOC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAR OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL. 1rtt7tr7"""�e�� on %h Velocity Hurricane Zone Aft P~ ///71.•'•� 02017 TILTECO,INC. 02017 EASTERN NEEAL SUPPLY.INC, A S S Accordion Shutter System A INa� n n s n ILY. BLADE#1 W OR W/O H.V.NTND(7N BLADE American Shutter SystemaHIC ofSERVIN4 DMf DRAM W. L1. ? 71 LIT TESTING & ENGINEERING COMPANY 9; F i Association, Inc. 1 OLD 15-065 7 27 1 lulc o7/z7/n Q 0355 N.N.35th.St.W.305.VIM"CAROa14 MIZAA 331E 4268 Westroads Drive a DRAWING 27 .�e, V Ph—:(303)671-1530.r0+:(305)871-1531No st's:�!!!...-•'�1a ILII e-—lut.o<w." West Palm Beach, FL 33407 3 17-107 71 07 /ANAL "o Sol WALTER A1LL * R 4.P.E. LIRE DATE, � ° L`+"16T a SHEET OF 20 r--CONCRETE ANCHORS POURED CONCRETE {SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCME SHEET 13) REWIRED 14 0�E SC[EWS S CONCRETE REWWED ,.---•,—.- CONCRETE ANCHORS n REWIRED FCR (SEE SCHEDULE ON L W/1/4'-20 CONCRETE ANCHORS 17 18 A_11R E(SEE MMRR1la*ON SMET 1) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. ..1. ------ 12 i4 MLR- 1/4'0-20x3/4'S.S. 1Pn: L 4 'E EO MACHINE SCREWS ,,, __ t-E0' EQ USING 1/4•-20 NUTS 1/2, _-__ i9 1 j •I a I/2' _ O lY O.C. 1/2'- OR E.D.• .250 M -_-'- qr==� 15 --- 13 c../ -1 L D� ] 250' - t. r i 1 I_D- �• ` i .250'Max. S •.�,,, ' )-Fbx. E... [fill 1? ' CPitONAi r t I) ( 11\-OPTIONAL i W 99tIWlOi + • 701.11 (5I 40FORR W 9EET O i MN.SEPARATION TO SHEET I 1 IS w pxa 1 1 OR 1 IXQ�-+—(SEE SCFEOUL£ON SNE£T i t) IX15oHG eAttgma MW.SEPARATION TO CLASS GLASS--i (SE£SCHEDULE ON SHEET 11j TASTING ! L 1 GLASS-4 ;G�HY WALL HEADER INSTALLATION R INSTALLATION {� BY WALL HEAtiEt2 tNgTALLAt ON + KEYSTONE 0051W0 �._.__ —��` r•--'� f _ MW.SEPARATION TO GLASS GIAS UHL SePARUIaI ♦ i I / i ExwwG (SEE SCHEDULE DN SHEET tT) i + TO 0A55 tsEE i 1 I.L/ t 4- MW,SEPARATION TO CLASS GLASS-`i sola"W SI I I (SEE SCHEDULE ON SHEET I1) D FOR BIALE 0N0 tfs rh QF 94ET 12 FCR W tywM� - aADr3¢a(IA Ex6TING M CLASS--i E. iL�,i I i r 1/4• i; IIS I. tfd'Mox. .,�- -7 OPTIONAL I,1 1 �1�3 oR 15 E.O• r 'I 1 E.D.*, I i i i t t 3 r 11 2� 19 E=-==--= (-FD EO- �. .� ---- _t/2'` 13 CA t------ i L 1/4"0-2Q+3/4'S.S. ��• TCOEO]i FLLILUP5 TRUSS NERD 1 4'a-20x1/4'SS.PHILLIPS MACHW£SCREIYS U9A1G CONCRETE ANCHORS ___-1�LISS HEAD MACHINE SCPEHSCOA'CRET£AILCHOILS 1/4'-20 NUTS O IY O.C. --� t-{SEE SCHEDULE ON (SEE CONCRETE ON SH 11) POURED CONCRETE-' SHEET 13) W/l f4'-20 NLTi$O IY O.C. _ OR CONCRETE BLOCK POURED CONCRETE E BLOCK RETE ANCHORS RECLINED L REWIRED C) �� {sE£sGH£DOLE ON FO' HY WALL SiLL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL,REQUIRED (g) BY WALL SILL INSTALLATION NOTE FOR EOMM61I011 OF SECTIONS: INSTALLATION DETAILS W/ L-SEE SHEET 4 FOR TYPICAL.SHUTTER •E.0. EDGE DISTANCE ♦ SEE LRAITATONS OF USE FOR HV BLADE 255EMOUNTING SECTIONS CAN BE COMBWED MBLY (SEE SPECIFICATIONS ON SHEET 73) BLJ'DE{1Al Otx SHEET 19 \ p LL IN ANY WAY TO SUIT ANY INSTALLATIINL. FL>ORDA EUMV � Non OI )T Velocity Hurricone Zone, R t1• 02017 TILTEGo"M0 2017 EASTERN METAL SUPPLY,INC. BEIR 1\1 SQA•••. ` THANNA 4 /77CLUE7cA S A Accordion Shutter System O R:.a a. ■ ■ ■ ■ ttv.MAM#1 w/CR w/a KV.Vlrnort gaoE Q E� TILLIT TESTING 3E ENGINEERING COMPANY AmerIQaTT Shutter Systema Kv.No DEtCRMM DATE DRAWN ft LC. ;• ,E':, r tt,4+tis 6345 wx 3&x.9.,Mx.303,t AMM C*00.%A10ROA 334 AaSdQtOttOTtx Inc. t OLD 15 6BS 1/z7fi MT£: o7/z7 L7 O 4! 4268 Westroods Drive 2 PAone:(las)a11-law-rax:(sw)eT1-1551 DRAWING No sfaNAt.Vpo iL1' ED-0005oia<om West Palm Beoch, Fl 33407 1 17-107 'F •'•,,,, WALTER A TILLT JT-P.E. 4 nDe1u Ix.1 44167 SHEET P.E. SEAL/SIGNATURE/DAT£ 6 OF 20 NN CONCRETE ANCHORS roaWAAR EXISTCNC —.- W.�� POURED (SEE SCHEOULE ON SHEET 13) 1 OR { 1 m CLASS 1 CONCRETE � !•Oa• u st i REQUIRD .._�__ ECCE OF "ww G(A4S--{ viEE,Iq �7 PIU ; a sur tv fw r-lsa stwuC 9 CLASS E. D.4 APU41 EXt104 M.ASS—" BFOCSms Q3) { w matt,tT .,` E%ISR110S 1 r L }r ++ ALTERNATE . GUS a (—E {}CQ� LOCATION ANCHOR { /1fOr3f4"HEX W Eft HEAD r { EDGE OF I 11 13 on 15 are'MN TEK SCREWS O /2 O.C. 8 -T IF 316 WN. CONCRETE ANCHO t . APPLICABLE (SEE SHEDSHEET 13) ' EL. EDGE OF +1 j SIAL!IF 0. EXISTING 1+ { EDGE Of--� (i 1/2• If i•1. EDGE OF APPLICABLE —` GLASS---- N'SW PLM IFSLAS If L + .O. •p• , � PWR£0 POURED FLAT ILFAD CONCRETE ANCHORS i m suww fE CONCRETE -_— O' RECRNEO (SEE SCHEDULE ON SHEET 14) SOMME ON sat POURED r __..... REQUIRED FLAT HEN!CONCRETE ANCHOR'S it foR OADC N+D �e + OR CONC(RETE REO E D E.D,4 (SEE SCHEDULE ON SHEET 14) I TRENCH INSTA CATION 6 ONLY fDR UP TO +70, -75 PSF AS.D. t 0 BY WALK—OVER INSTALLATION OESiON PRESSURE RATING&EOR SPANS PER HV FLOOR I SCHEDULE t},SHEET IT CG` BY CEILING INSTALLATION E� Y.LSSP,3Uix111 _ CONCRETE ANCHORSCUM SEE 1 ¢----' t'r'io away - f --->----•- SNEEi 15} UlE ON I/4.® jUd `ov9Ri tU ( O_- --•OCC FXISTUiG T.,_�.__ nEaa+aa0r at,Ire POxt16 crr m4T.T r'f 3 EXISTING—^i (;� G1A55 F+SVDVIS TtPPUR+ANctg6 Wr EfAXt. EXISTING CUSS --(gL w�rC viromm -`\.J tw s u+ ro 1 3/4'MN.DIODRtQ/U o 6' GLASS ? (sQ I -its¢spauu aN +n r pt.rLR UP t0 6•-0"SAW AHO {)r , 4 0 u tYp4R,•fAMNY—7 1/4• jfp. + HEAD j MAH. i JC17)-@118 CML}(w iKIM t ON _I/2_i /10x3/4'HEXC EO.• SHOT 11 fe tUu@3f$ FtAft. ORTEiAt SCREH17SE� ar r.suANT11US 4x3/4' NEY HEAD +� _ _ 1 -SULG tJ4si•2O HAAS TEKSCREWS O 4`O.C. '14x3/4`SO.S. __ +1 1/4 ,r _ 3r 0 17•O..C. OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS fx O 9'0.C. --- - Max.W/NUT O 9'O.C. (SEE SCHEDULE ON `i Titl2 ETt51RLG 1.'pf/5tRt7CiL.Rl1SHEET 14) n 2.00"MM. WAU.,RM(DECORATIVE ------ I/2— t I - •i.. £.o. Soy i {i EDGE Sig f \� ��../14x3/4•F.H.S.D.S. r MIN. . t _ \ O 9.O.C. PDUAEO CONCRETE :+ 1 T f8' 1 7/8• APPLICABLE` .. _ CONCRETE ANCHORS 'SEE NOTE 13(6) ..l• REaatEO - �--•---E.O. POURED CONGR£fE (SEE SCHEDULE ON ON SHEET 1 POURED CONCREt£- `ONE SHEET 13(6} I A' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIREDQ KEYSTONE MOUNTiNG iNSTALLATION OPTIC NAt— CONCRETE G L BY WALL FLOOR INST jLAT10N �L BY WALL WALK—OVER fN_STALLAILON_ www SwT °Or eRE`f64'-7z P`r REQUIRED L2-MUNTING 'Y RAINGUARO INSTALLATION ttRTHHIIJSAINSTALLATIONµTION SFALRBEO LUTKN�S-U.0"'D E.D. EDGE DISTANCE ADJACENT SO AN OPERABLEEH1T • SEE ARONS OF USE FOR ET 4 FOR (SEE SPECIFICATION 4N SHEET t3) OR ENTRANCE BIAQE ON SHEET 19INSTALLATION DETAILS W-1 T HV BLADE TO SCAT ANY WEUTION. TEAT+ i > 'a'.,,�� FLORIDA BUILDING CODE Non High VelocityHurricane one LE ..........•! e p1017 1LtEC0.INC. �7201T EASTERN METAL SUPPLY,INC. ic tisk; BERTHA TL4 1L E C A.S.S.A. KV AMAX#1 OR W/o KV.Wr System 4 BIAX a' American Shutter SystemsofSfJ6UTAN DATE Otawa W. �c i0.UT TESTING R ENGINEERING COMPANY Association, Inc. 1 OLD IS-OBS 7 2)t DAtEt 07/LC' CAFZ 6331 tLN.36%A 51.,Ra 3Oa.VALIM 3.neROA 3'316 (j P,:' LL4 4268 Wpstraads Drive 2 »_. ..,' Phone:(3Os)67L-,sap.Fox t(395}p7,-,sat DRAWING No ,4 LTt .-rnoas OCOVS9.aom West Palm Beach, FL 33407 4 17-107 AL� r H WALTER A DUft Jr.P.E. ......lfl.r FLORC7.Lie./44167 3 SHEET P.E. SEAT./SIGNATURE/OATS 1 6 7 OF 20 ETS 10 IS SEE NOTES ON LOCKING RUGS®,NV LOCKS III or �i t INSTALLATIONS W,/ i HV AbD u'ERNATE w LOCK 0 ON SKE,'5, o—u—T S 1IV EXISTING CUSS **MADE SUCK C£IAE.NIT IS vµ10 raft ALL FBLADE W N ER ATES. CENIERIAAIES APPLICAPON W"a1AGE0 oA�a©•l�J°M® 10 •1�3 a QR - SEE END WALL,-CONNECTION 10+�6Wt�•��©•�oA EwsnNc GLASS DETAILS ON SHEETS tO & 18-1 ®,0.©°"s�}'Q•d�s6A - ------------------ 3_1/4- ----------- --t------ S ; 2-x2-d/O-aO'-2 1 .a.�8 m�•(gaA 1 •+t„l / 3 Ifo' T _ 8'1/2' .7. (6G53-le Auory uu11 OPPOSING t ' SYMMET YCAL ANCtE w 2y i ; Tg"" 1/2' " ANYW �a coNc>1rTE I @'@ - CE [' M TFS CENTER ATE MiN.SEPARATION (TOP/80TTOM)m•I Elms/4-S-tr.S.c 12- i W/ HV LOCK a 'or I W,/ HV LO� To GLASS (4)itOxiJ2'S.M.S.10 TUBE O.C.FULL LENGW. ` (SEE SCHEDULE At ElCN ANGtE(IYP)� t l • l * * l �� �'G� 2 ON SHEET 11) � is J 1 �p s i 0 oUT Hvc oA�d1�6 • ]�6x® to .�« � ��`'� p tD•Q��• aQ+Q� HVA ��'��'®•O«s(�ntD •�3a EXISPNG CUSS POUTIEO TE BLOCK 01T �`O+(Da©`O• ! CONCRBLOCKWALL 'G 10��5 w©•�m .®a � I REOV1(tE0 (Do"( U`0 ' — — ----- 1- - EXISTING 1 8« 8 n�--� SYMMETRICAL (� $ `OO '�°R�`O`�°" by N.SEPARATION l �cLAss $ @������'�—i�c I r' i CENTER TES Fi`EJ '+� (� (� To cuss _� _ _ �_� _-- * b HV 8 pip) •�m��. 7 oA. (ONSHI11) �• I PAIN_SEPARATION, TO GLASS qq• 1 - (INTERIOR) ,t 3 . _ _.__ - ON SHEET 11)(SEE SCHE , ONAL QV CONCRETE ' ANCHO O.C. i ( 9U C'7 a (•)•a Q U T—` 6,11r MAX.,SUCK ' ouT (EXTERIOR) HVE HVF** FLORA BUIlD1NG CODE Non h Velocity Hurricane Zone wy (92017 WTERN METAL SUPPLY,INC. \t . •••^............. WWI?TILIECO.W. tib! •. T TLP A Q■ Accordion Shutter System IL ■ . .E-C O Inc. HV. H-VE X11 W/oR W/O H.V.9 MDff BADE- * American Shutter Systems K 6EscaumT DILA oRAxt7 - LC �••�^ TICCIT TESTING & ENGINEERING COMPANY A39octatienr Inc. - I OLD 18-E5S 7 27 t 079. 07/27/17 :' �•'•�• \\ 6155 N.N.Mkk SI.SIA-M.MGM OAAOOO.FLORGA 3716 Ph— (305)871-1530.r6x:(305)871-1531 4288 Westroads Drive 2 DRAWING No _ \ .—a; ^~ i nArF• xa;t414cxWest Palm Beach, FL 33407 s 17-107 Sd6 -01»6712 4jMAI WLIEREeA TRUT J r.20R�OA V•.1 4467 aSHEET 0 0 P.E.jSEALfSIGNATURE/DATE -• -' POURED CONCRETE POURED CONCRETE OUREO CNCREIE POURED CONCRETE OR OR CONCRETE CONCRETE BLOCK WALL -- -- OR CONCRETE _. _ BL CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED �EXISTlNG GLASS CLASS , = CONCRETE ANCHOR .-EXISTING GLASS ' Y�- � .� 2•MN, EXISTING GLASS O 18"O.C. _2•MIN. UK SEPAR11TION �, ^r- .. TO GLASS(SFE tiN S£iPARATiOtN t"'• w-1' I'-I --T-•A UN.SLYAPATION SCHEDULE ON ro aAzs(SFE 1 ' � MN.SEPARATION EO EO TO OASS(SEE 11 FOR LLAOE AND TO CLASS(SEE SCHEDULE ON SHEET 1/1 8'+3'MAX. ON SHEET I cCR Y SCHECUIE1 FOR ON SHEET O�� SCtfD1AE ON StfET ii FOR BLADE�ANa {4083-T4)COif. BVDE,S ON SHEET 19 FOR 11 FOR BADE QM9 .EFT SLEET 19 FCR xUM.CLOSER lf2• [ �Q4 SHEET/9 FOR (LOCATE AT DALES m&® FFATE.ILOCATE If2'.. 1 Up& T OFR)SIDE i I THE l S & V AT EI R SLOE MIN I/2•MIN. OF O) I _-- _ 4USE I OR 2•MAX. �tOnl/2'S.M.$._,,,� _ 1`100/2"S.D.C. I I AL JN GAUP AN-X1/a•>t0'-2' �--. xUMiNU CLIP ANGLE —'_�"�• O 18'O.C. - --�j --�- - 4 (8083- ALLOY)AT MIDHEICHT 4 (t)tt TAP ON! TDQ� \ (2)1/'I TAPCONS ANC1K)RS TO SEE DETAIL X F H' AT 1.O.C.(LOCATE AT _ SIDE CONNECTION I OR MR SIDE OF Q) 1R W - DNW i SEE DETAIL X FOR�CTION UR (�� TO TRACKS w w 8• 7 w 8 10.�w SIDE TO TRACKS „ „4. 7 w 4 t0. sll�((LL,,,yy��,��,,q,(,•�� ,�1y SSIDE CONNECTION EE DETAIL X 4 S.:J'R.9wY,%' 'l7°• TO TRACKS O��w�. D 43w� Q�w a �w� ��®w ©p• 4•p ®w 4,p,,��N�w©_•/p�.�w O.O•�w©•"'®w (J•U•Q�w©•O•Q�w wp. D a.©w ®-d�wQt•d>�«®�(3w ENQ c�J•a�w�•1�w®• w�+3 Ca,?•Q�w�•Q��•4�w®•�A O 4�w®•4��®•d�wQ�•® END CONNECTION DETAIL.(1) END CONNECTION DETAIL 2Q CTION DETAIL Q POURED CONCRETE OR REQUIRED ONLY F ANS GREATER THAN 12'-0' /� EXISTING GLASS: CONCRETE BLOCK WALL 4 [4 REQUIRED GLASS MIN.SEPARATION #IOr1/2-S.Lt. �h�\ �-'----------' TO CLASS(SFE O 16'O.C. _ MN OR®OR a HEDULE 014 SI-M 1111 FUR R.ADE((DAm CONCRETE 1/2•MN. T5�£OF.j -__.._____ ..__ ON SHEET 19 FOR ANCHOR O—ti 11 FM BADE AND - -_ t oR OR) ) CONCRETE-,\mRET SAM(D&Q7 12'O.C. 1 ED BAOES m k 4 ------ ANCHOR '-" \:7 9 18• 1/2 MIN. \ __ o.C. rC __„_ 4 EO ''.� ORQOR�OR 2-MN. 2'MIN. O SEE BLADE A SHEET SE FOR �j, OR@OR(qOR@OR� 5 1 OR (W PLAN N-POURED CONCRETE OR �DR �• �w©• 7 w 8 10 Q�°”®•T••8-0 REQUIRED BLOCK Wxl �., taa®wlpIM 0. END 1N�LI_ATION t0o�w® � ©mow _©•p.©a 8•p.6w (1 HV BLADEOR t A�1�iV WINDOW BLADE INTO �•�w�.®wp.�� CONCRETE OR CONCRETE BLOCK WALL .END CONNECTION DETAILQ ® ®w@•®w® 47swA ­NE ION DETAIL® � ®w� �a�� FLORIDA$UILDiNG CODE lion High YIL •,.••••EN Y-eoGitHurr�-c-a—ne—Zone 02 01C0•!L . @2D7 EASTERN My���LY, ��✓ HAjV ERT TM * '�I *> I L L I E C 4 AM ,Aw Accordion Shutter System xv EIADE#1 W/CR W/O KV.x1MW RAX TILLLT TESTING & ENGWEERlNG COMPANY American Shutter Systema C!.K IHSiRWigR DATE OPANN 8Y: L.C. 83"KIN.3StA St.su.so3 URGE"cAna'S,ILtImA 731 A9aOCtatlan, Inc. t 0tD to 685 7/27 I IMTE: 07/27/17 4• -T Pf� :(303)a7F-IS30.Fox:{305)871-1571 4268 Wbslroods Drive -2 4 • I:OIM TaM!. m West Palm Eleach. FL 33407 3 DRAYANG Na 10 TONAL EN,,• WALTER A 711Ui Jr.P.E. 7 17-107 '••F•iAlll..H ATERFLORIDA Uc.j 44167 S P.E. SEAL/SIGNATURE/DATE 4 SHEET 10 OF 20 SCHEDULE N1 SCHEDULE AI2 SCHEDULE Y3 MAXIMUM SHUTTER SPAN "L+"OR "L-' MAXIMUM SHUTTER SPAN* "L+" kR IMUM SHUTTER SPAN*"L+" j (ft.). FOR INSTALLATIONS W/ OR 'L (ft.) FOR '1-" (ft.) INSTALLATIONS l'F_NTCRMATES. �} &® or er INSTALLATIONS W/ CONCFEfE &W/ ONE H.Y. LOCK (a or 0 or or (:FMTFRMATFMANSORY -WOOD (p SI7NE ASDu0E9GN PRESSURE RM ALOWABLE SPAN AORnGA GIVEN dE W/ ONE FiV LOCKS L-: MAX.ALLOWAB£SPAN FOR A G1YEN NEGATN£ ND LOCK (�W/ NO LOCKING RODS or ONE HV LOCK or Lb or® OR W/ NO LOCKING WALL A. B. C.�D, E. M. M,0,P;0. L-: DESIGN WARE P RATING, CENTER MA� 280 29 W/ ONE W/ NO LOCK, G RODS 3 to-T. LOCK 30 W/TWO LU(�K�NG (SEE NOTES 1,}t) MOUNTING F. K & L R,.S. &V. RODS 35 TOP & BOTTOM EE (VALID FOR MOUNTWGO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/COLING G. H, i, 11, JTWALL MOUNTINGS POP/BOTTOM) OR FLOOR/CEILING: CON&I INSTALLATIONS O CONCRETE&WOOD MOUNTING T. U. W& X M CONCRETE & ASO, x DES"kkxuw 1 A�On" INSTALLATIONS CSVEH A POSITIVE ASA.DESIGN PRESSURE RATING, pI`vS UREFIC-10' "TING FLOOR/CDUNG PFICMK WALL UOUMIN9 PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RATM AATWa IV.IEIO MOOR/CE30NC MOUNIV10 Mt)UNTING lk GIVEN A NEGATIVE AS.O.DESIGN PRESSURE RATING, (p...Ly Ip•.f.) t100RfCL11NC MOUNTING (COR UL µOR_) ___ I.oR-3 (.OR-) L 1 ( All LIOIMTiNG —' DETERMINE MAXIMUM SPAN 'L-`FROM SCHEDULE. l-{4 L i (� l-( l, (A) l-(4) L# {a) L- d MAX{MUM SHUTTER SPAN 'L+"OR 2-'FOR 30 OR LES 16'-0' 18-0• i6'-O• 30 16•-0' le'-O' 30 ,6'-O' 16'-o" INSTALLATION$INTO WOOD SHALL BE LIMBED TO 'FILM,MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psi.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+'AND `L-'. - - - 35 14'-10' t4'-IO' 35 IW-2' 16'-10'40 13'-10' 14'-2" 15'-2' 40 1J'-10' IJ'-10' 40 14'-2• 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 457— 1J- -4 4- 45 13•-1' l3'-1' 45 13'-4• 14'-3' t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" S0 12'-5' 12'-5' SO 12'-J' 13'-1- MOUNTING INSTALLATIONS."LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: 55 11•-to" II'-te' 12•-f- 12'-11' 55 11'-10' ti•-lo' 55 1t'-1' it'-17' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4- 1t'-4' ll'-7` 12'-4" 60 11'-4" 11'-4'- 60 10'-2" 10'-11' NOTE/5,SHEET 5. RATING: 65 10'-te" ter-10" IV-'. ii'-t7" — •65 10`-/0' 10'-10" 65 W-5` t0'-1' DETERMINE: 70 10'-6' 10'-6" 10'-9" 11'-5" 70 10'-6' 101-6' 70 W-9• 9-4' �+ Li+a MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 t0•-1' 10'-1• HY-4- it'-I' 75 10•-1- t0'-i' l5 - g--9' (3+= MAX.SPAN FOR FLtX7RjfiE117NG MOUNTING tt EXCEPT THAT IAMMUM SHUTTER INSTALLATIONS. 80 91_10" W-10` 10'-o" tO•-9" 80 9'-10' 9'-10' SPAN 1+"OR'L-"ANO MAXIMUM!AS DESING FOR A GIVEN NEGATW ASA.DESIGN PRESSURE 859'-b• 9'-6' W-9' 10'-5` 85 9'-6' 9'-6' PRESSURE RAT04G FOR INSTALLATIONS INTO CONCRETE RATING: 90 4'-3" 9'-3• 9'-5' 10'-1' 90 9'-3' W-3' OR CONCRETE BLOCK SHALL BE UMAED AS FOLLOWS: DETERMINE: t- CONNECTIONS TO XEYSTONE MOUNTING 95 9•-0• 8'-9" 9'-2' 9'-10` 95 9'-0" 8'-9' U-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-s' 8'-4' 9'-O' 9'-T 100 8'-9• 8'-4' LIMITED TO +64,-72 p,s.f. AND 8'-0' SPAN, SEE LE-= MAX, SPAN FOR FLOOR/CER.ING MOUNTING MOUNTING t`M�•ON SHEET 7. INSTALLATIONS. K14 W-7- 7'-11' W-9• 9'-4' 105 W-7, 7'-11- W-4' V-7' 8'-7" 9'-2` ilO W-4- 7'-7• FINAL MAXIMUM ALLOOBLE SPAN IS EQUAL TO THE SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+'. -L2+•. -"AND "12 •g'-2' T-3' 8'-4' e'-11` I15 8'-2' T-3' g•-0- 6'-11' 8'-2' 8'-9' 120 W-O' W-11' 7'-10' 6•-8' g'-0' 8'-5- 125 7'-10' 6•-8- (4) W TO ANCHOR D NEDIAE WITH FINAL MAXIMUM ALLOWABLE SPAN NAD NECATWE ASD. DESIGN 7'-8` 6•-5" 7`-10" W-1• 130 7'-8- 6•-5' MINIMUM PRESSURE RATING TODETERMINE MAXIMUM ANCHOR 7'-7' 6.-2' T-9" ' .135 T-T 6'-2' WIND ZONE SPACING. 7-5- 5•-1/" 7�-r 7'-6' 140 7'-5' 5'-11' ASTM E-1996 SEPARATION 7•-3• W-9" 7'-5- 7'-3' 145 7'-a' 5'-9• TO GLASS7"-2• 5-7• 7•-4' 7'-0` 150 7•-2' 5'-7' T-0' -5' 7'-2• 6•-9' 155 7'-0' 5'-5' ) THRU 36'-Il- 5•-2' Y-i, 8`-Y 160 6'-n- 5`-2'6'-f0' S'-1" 7'-0' 6'-4' 165 6'-10' 5'-t' 6'-9` 4'—ii' W-11' 8'-2' 170 6'-9• 4"-11" 6'-7' 4'-9' 6'-9' -8•-0- 175 6'-7' 4'-9 6'-6- -4'-B' 6'-8• 5'-10' ,80 6'-6' ,•-8- H V BLADE 185 6'-5' 4'-6- W-7" 5'-8' 185 6'-5" 4'-6' _ 1_90 6'-4• 4'-5" 6'-6- 5'-6' 790 6'-4" 4'-5' 195 6'-J" 4'-3' 6'-5' S'-5' 200 ' 195 66'--32'' L941 ' • ' 200 5-t 203 -1"205 b-I- J ir�� FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone" •• •. r 02017 TILTECO,INC. TO 2017 EASTERN METAL SUPPLY,IXC. BERTHA HVTM QM .�' MTMcO tM�. A, ,�„A� Accordion Shutter System * — -- * Hv BlanE1 w/at w/a Hv r�wov BlanE American Shutter Systems Ly,N. OEatarmH OAIE DRAWN an may./Lo.�•� 4 TILLIT TESTING & ENGINEERING COMPANY .:•4 A4AA 6353 N.W.S&A.St.,STY.SOS,MCI"GMMS./tOROA 731E Association, Inc.� 1 OLD is-085 7/27/1 DAtE: 07 ansa:(305)871-1330.Fos:(3os)871-tut 4268 Weslroads Drive z S',t+••••"•�t� ,tTit1 a m Ee"Ooec7 .tom No West Oolm Beach, FL 33407 s DRAWING 1 7 QNA1 4 WALTER A?ELT Jr.P.E. 4 t'' 3LOtb0A Lie.1 44161 5 SHEET P.E. S&7S(G'I`96RE/DATE a 11 X .WUF*u$iI NMI rMwel `14 ill a 41 '; 1 .A11 t •3.,, Iit ';t�'i- .i. ,t t;;a.'t,,t,., ',.d ` •,,,•;t Rt t,; .4•t.:aE 9 a W.721VE,,*•0L.Q r� �7��mOmQJ�l�7m�®Gammd�]DDDC�tf37mmm�Omif7m¢��l��c'�®�3EmQm�ml�L�mm�Q��'! EmiEim�70[>yppARlmOi]•[ ...Ctf....I[ ..miEiWO�1[![r0[Ll[flll)1[)10[�[�F�tOWOOAAOLLI R1IE10pOOOt7 LGI�Q]OCIdO[7 QlmfL700[7i�17 iadfl[Ly0017[!0[ZlmEIiE�E7E [S�O OEi1[IE�DEEl[IE4 • 939311111 " IiYlmfSIE70<t1![#E3EL3mEtIQE7i7 E>siS>f0iL1E>lE�[�OOOtI00A IOG�i LL7�#Q]000OOm�0E70�ddd7mmE70QOQMmEn"Ex" 101013.lQddl7�1000C1[�E/ [i3mmi7CIEQQELImELIE�Q[�E�O ELimmEe70[lEill[7 ELimEIiEt>f0©QO EL7mmE1iE1iIEZiA EOmdam" A ®mtnoonlnana�mmnlvc�lana•mmoocaoommmoo[am ®mmoonoionn�w000�aln iLl6J0[lCldiE706'lm0QL7dQL![LImm0Et7E�dO ELImE�E{�i�i7OQ ELlmELiQi3L�EtEiA AEEI<�<�EEIOEk7© tL��R7[7L7[Y[7t7Qlmi�[1Q[>fOL7Q�®0O[7QQi7i73�tIL�[!Qd nQiiP7R7O�3[7[�AOO[ A[lAif® 1.1303111:13"" ®mm1f7"KNU®13 M.�7[ld0[OPr�mAEL�lAQnOmftllAEdIE}]nn[]1g00!tl EUK20ELImLlmEt7E�[AFEEQo16imEI]E4lO[ E�1AELlmit]f7O[ItO©mfiElmaEt7ELlmRlOR7t�[t7®[LlmitlEt7E47<tlft�QEillffl;[Si"KNMMFMEula2 �Mulla""Eu" �C AMEEARS" !"""m 1313" inlmEAEiYinaQmm�mmE&iOAaEt7O®t�]Li]E�O Q1 {�mH umit]OiLfmiClEE7[7EE�R7r�mmaxLEi0Et70EmKNU m lf@�"numQMM n"" nxlQ[i[QQilO[�l M313"U"QOEEImE�Ef7EEI[�Qn6lmES�E70[�E�mLilmiLlo[&InE;�QIIfmIIiillES�lnnQ E�oF�lES90m ELlmmfaEQOOQREimEI7f7EC7[t�[�AiL1mm[I![1nER:iEEI"EEI Ci [tlmla"EM©QEE7O0aQELImIIGA nOAEEIQ[IE�IEi�]QEIQ [LImiF7OOI�OQmmmol7�I�o[LImE[10E�oE�mtL7o[7oaoal"n" • "Mm......Fs]o ELlmEt70LlElQQn[i7mE+iaEf700 A61mm 7QE�E4lQ6liFItIImAOaQiLlmWE7E�7QQAQQE�OM"M= �LI�v7,mtsFET�EiQQitig#i�Ef7[700A®mE DOiI<On6=p��liIaOAQOnEIlmQIMUMMQa....mum r �mQm�"�nglonni®mmimo�®oniQ�mmimn�oDoailO®m�aS��O���o0�O0d��Do�a� ►..Ja EP33"E11QidmmLYmlmman�oniQ�Olmm0l71� ohm �a0iMoai0Mm mUA o t03 ®mm"0 1LI._ a iL7iIOixICE7OQRIitlmiadllsoO��mi��O�dOmmE000 mm"am=Q00A�[ldOGQL]COI� [LlmQI I""IMQpQ®mEDHin X11 pp p OmmilmnLOilnnOOO®OnpOQQO®OmnOaoonali MMSM iLlmEmmfm©mOOOO�miOlQF7EmEIa0000MMM"OOO®mQOOOQIM mann E�OOA='g QopFu®O IZ!lmE33QnAaQ6iWN WE�n6lm[�DEi7aQQ6lfLi1�QQQl�Q®Q�IEF�EE7QQQ�[IEIQEmLR7®n� mmpC"WIll MWIM MQaQ AELimmO[fnOQmi3YrQ0006Sman= Mm nRfiStF�JQQQQ dOm[0/7QQ ®' mall=OOOQOm®9000OOOmmmlOOanOOmmaOQOOOQAMmE�OOOOQnnnvM[EQ1ME Q�EElmQQQ�QELl�iE l Imm AEClmt IQQOQQ�m1n�QnQQQEnETJEF#AAQQO"i7t�F7F7L' IM Mulm' Bmlml7OOOOQOO®OOQgo uffugmm OOOO OmmOO,OOsuffonMajus OO OOOngmm"'�OOA �EMMA OQQOWmmOQ��AmmmnQQQQ�IDF2ClOQAOOn�7E�"MOAQQAO[t7[Fl�7�QQC1 LM p�p�QQQQO EEIAsoE©QQOQfmQQQQOOl7®ppggppQQQiZLE7QQQQQAQE�lE lEEIEIQQoI _ L _ .: �OME91 OOi7Qi�mOIMMUN'EamimO�QQaoMmM�MEQdlIM M"oaiO===aAqnn.�®[C�w00 �! i • i UlanAQnnQO 61m®®QappQppQppQ��Q FLlmQQQOOQ m"IMQOOQQ IIIE�iQQQQAA EEl!°IE&t®Qan QQA �iLmI�OOOOOElm mONSIMMIMIM OQQOOIM CEIn000R[�OOmE>tmiOQQOOOOIO®nOd�OO • • • ELI QQOOQQQI O ATMKIMAQQQAmWREN EIIA OO ®Ulm==QQOQiLIQQO�cIQAiLiQQQQQQA Ei3OQQA�Oii�O00000010��OQ�IM r�n ®ooEOQQ QESIaQIa QAEnnQQQaQQEnaaQQ =AM OOOOORmlOOOQQOO=O�,IOOOOQOOO00000OAOOpO®Omm=ni ""IMO0[0 6mloA0OOQOgm,IOOOOOOOO6mI000OOQOvaCOOQOOOOOnnnnnOOOo�Omm�manOO [LlQ�QOQOIi6lQOQQOQQE CIIIII Q[tKS l !TiQC/OOOOl�i�3QQQAQOAQOt&#QOOEQA 'r I � A • fa ftnA SC14EDUIE 11R A GM MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONC BLOC)f SUBSTRATES (SEE MOUIMM E 0,&H ON SKEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWSI POLM CONOiETE (A) TO EXISTING POURED CONCRETE(lin.1'e-3 ksl) E'WALL SILL MOUNTING ©CEILING MOUNTING H(�FI.OaR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFOW TECHNOLOGY ANCHOM AS MANVFACWFIE08r LT.W.BwwEX.(Nin.Fon s W) SPAM ANCHORS SPACING LEGEND - tJ4b x af4'All POINTS 5{KJD-SET ANCHORS,As OtS7Ri8tRE0 BY u1 POINTS SCREW.BOLT&SPECIALTY CONPAN'I, (fun.Po q 3 w (R) 01 K RAEfO W ASIA 113121 KWK PRESSURE RAOIC TAPCON - 1/4'I BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,NO.(MIA Fe- 2 kal) 30 40 00 73 9O 120 160 203 30 40 60 75 90 120 160 205 30 40 60 75 00 120$401205 TAPCON PCWITN ADVANCED - 1/4'I TAPPER+ANCHORS AS At"FACIURED BY POWERS FASTENERS,IM.AND DISTRIBUTED BY AL POINTS SCREW,BOLT&SFEL'XUTY 14 S 0 d 6 H 2 t 8 x4 12 f0 9 8 0 THREADFORM TECHNOLOGY C0ILPANY OR ANY OTHER APPROVED LICENSE°OR AUTHORIZED VENOM REGISTERED 67TH THE AMERICAN SHUTTER SYSTEMS AS 0,INC, 'a•-0' 14 12 f0 9 8 a 0 5 14 12 10 0 8 a 8 a 14 12 10 9 B a 0 d 1'c 3 k5I) OR LESS 14 /2 t0 0 8 8 6 6 14 12 10 9 8 a 6 8 14 12 TO 9 8 d a S ALL PETITS SOLID-SET BLUE TM W/GIP NOTES: 14 12 10 9 d a 8 7 14 12 f0 9 8 6 0 5 14 12 10 9 0 S 8 d At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCOR OR TAPOON WITH ADVANCED TWEJWWM TECHNOLOGY ANCHORS,AND TAPPER+ 14 2 IO 9 8 7 AS 3s 14 12 10 9 8 8 6 a t4 12 10 9 8 8 6 3 TAPPER+ ANCHORS IS 1 3/4'./STD FOR BLUE TAP W/CAP AN04DRS IS 1 1/2', 4'-0' 14 12 10 0 8 8 8 8 14 12 10 9 5 8 6 6 14 12 10 9 8 a 0 31 14 12 10 v 8 A 6 4 14 12 10 9 8 d 0 4.5 14 12 10 0 8 6 4 33 A2)MINIMUM EMBEDMENT OF tj4'6 x 3/4•All.POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO ME POURED CONCRETE.NO EMBEDMENT 34 12 T° 9 a 8 6 45 R /2 SO 9 a 6 6 A5 14 I2 t0 9 0 6 5 43 4 s4E 7x1rM K 9sE ro0 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S"NNE SCREW USED SHALL BE 1 1/2'UW MINRAUM SHOULD STUCCO 14 12 10 9 7.5 5413-5 - 14 12 KI 9 d 8 6 3 14 12 10 a a 7 $A 4 «ME 1�eN 90f1 fp EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 5'-0• T4 12 10 9 8 8 6 a t+ t2 to 9 8 8 d A5 f4 /2 io 9 a 8. 6 4S 14 12 f0 9 a 7 4 - 14112 10 '9 8 65 S 36 14 12 10 8 6.S S 13 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE r"ON THE EXI51Wfl WALL OR FLOOR, 14 12 t0 ' 8 7.5 4.5 - 14 12 10- 9 8 8 0 43 14 12 10 9 8 8 4.5 75 ANCHORS STA"BE LONG ENOUGH TO REACH THE MAH STRUCTURE BEHIND SAID WAIL nTd M ANCHORAGE SHALL Be AS INOGOto ON 14 12 9A 73 63 4,S - - 14 12 10 9 6 7.5 Sb 4 14 12 10 9 8 0 14.513.5 NOTES A1)&A2)ABCIM FOR INSTALLATIONS ON VIM,SIDWN OR EtFS W11H OR WITHOUT MEIN.STUDS CONSULT THIS ENGINEER FOR 6'-0' t4 12 t0 9 0 8 6 - 14 12 10 9 8 B 6 5 14 12 10 9 8 8.3 S 33 INSTALLATION INTO EIFS WON METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 AS 3 - 14 12 f0 6.5 7 S3 4 3 14 12 9 A5 5.5 4 3 - 14 12 10 9 8 6 - - 14 1110 9 8 6A S 75 14 12 10 8.5 a S 4 - (a) To EXISTING CONCRETE BLOCK:(ASTM C-90) 14 t2 8 6.S AS 3 - - 14 12 10 9 8 6.5144 1.5 14 12 10 8 7 5 33 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED aY I.T.W.BUILDEK. I4 12 10 9 0 5 - - 14 12 To9 8 7 S 4 14 12 10 9 7.5 A6 4 3 - 1/4'0 A 314`ALL POINTS SOILD-SEl ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPCCALTY COMPANY. 7•_0. 14 12 10 d 6.5 4 - 14 12 9 7.S 6 43 3.3 - 14 t 7 A5 4.5 35 - - I/4'I BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,OC. i4 f2 t0 8S 7 4 - t4 t2 TO D 7.5 55 1 - 14 12 9 7 7.5 LS - - !/4 0 TAPPER+ANCIWRS AS MAt61FACTUREO BY POWERS FASTENERS, INC.,AND MSTRI8UTEO BY ALL POINTS SCREW BOLT&SPECULTY _ _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORED VENDOR REGISTERED WITH THE/MERMAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 A6 4.S - - 14 12 10 9 73 SA 4 - 14 12 9 7 6 4.5 3 4 12 t0 9 8 6A - - 14 12 SO 9 8 6 4 - 14 12 10 6 6.5 5 3.3 - NOTES: 12 AS 7 A5 3 - - 14 12 8 6.5 5.5 4 3 - 2. 9.5 6 S 4 3 - - 110 MINIMUM EMBEOMENT INTO CONCRETE BLOCK O'TAPCON,BLUE TAP W1 CAP ANOKORS AND TATTER+ANCHORS IS 1 I/4"AND TAPCON 14 12 9.5 7.6 a - - 14 12 93 d 6.5 S - - 4 t a 6 AS 4 _ _ _ WITH TWANGED 11NRFADFORM TECHNOLOGY ANCHORS i5 1•. 13 AS d.; 5 A5 - 14 iZ tp 8 8.3 S - t4 12 a a.s S 4 sr_Q. 14 12 10 9 a - - - U 12 TO 9 17.514.5 - - 14 12 93 7 53 4 - - 8.2)MIND M EMBEDMENT OF 1/4'6 A 3/4•ALL POINTS SOUL-SET ANCHORS SHALL BE ENTIRELY OSECDED INTO THE CONCRETE BLOCK.NO 14 ttb 7.5 6 i - - - 14 it 7 s3 S 33 - - tt 8 SAS 4.5 3.5 - - - EMBEDMENT INTO STUCCO STALL BE PERMITTED. 1/4'I-20 S.S MACHINE SCREW 115E0 SHALL 1 I/2'LINO MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - - 14 12 05 7 6.5 4 - - 14 103 7 AS 0 4S - - EXIST,AND i'MINIMUM FOR WADS WITH NO STUCCO. 1.5 0S SA + - 14 12 9 7 6 4.5 - 14 11 7 5.5 4.5 3.3 - 10^0" 14 12 TO 9 7.5 - - - ti 12 10 a 6.3 S - - t4 I2 8 6 5 4 - - B.3)IN CASE T14AT PRECAST STOW.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOCK. 14 10.5 7 S 3.5 - - - 13 9.5 0.5 5 4 3 10 7.3 3 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON T4 -1 73 s3 - - - 14111.5 9 8 5 4 - - 2.5 9.5 6 5 4 4 - - NOTESBA) SU 8-2)ON ABOVIL FOR EFS INSTALLATIONS MEAL STUDSON VINYL ELS KXNNG OR ETES WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER 10.5 8 S - 14 12 8 6.513.51 4 - 13 10 65 5 4 3 T1'-0' t4 f2 10 - _ - - - 14 12 9 J 6 4.5 - - 14 10.5 7 A5 4.5 3.5 - - (C) ANCHORS SIAL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEarICAT10NS OF THE ANCHOR'S MANUFACTURER. 125 9.5 3 - 12 9 6 43 4 3 9 7 4.5 3.5 J 14 10 7 - - - - 14 105 7 5.5 4.5 - - [12 A5 $3 4.S 75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING REUITIONSHP FOR ANCHORS, 9.5 7 4.5 - - 14 11.5 73 6 5 - 9 6 4.6 4 72x_0. 14 12 10 - - 14 12 0 6.S 0.6 - - - 10 6.S 5 4 - - EDGE DISTANCE VERS c cpA IN a BEDUIE FOR ANCHORS: 13 63 4.5 - - 11 8 54 4 3-5 - - - 6 4 3 - - - - MAXIMUM ANCHOR SPAGNOS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN DE•NOMAEO•REDUCE ANCHOR SPACING 133 93 6 - - - - 13 9.5 5.5 5 4 - - 0 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEOME BY THE FOLLOWING FACTORS. _ 9 6.5 - - 14 IoS 7 SS 4.5 - - It 83 53 4A 3.3 - REDUCED SPACING OBTAINED USING FACTOR SHALL HOT BE LESS THAN W'4MUM 5PAlTUS INOCATfO FOR UCH ANCHOR TYPE 13'_0• 14 /2 - - - - - - 14 ITS 7.5 d 5 - - - 9 8 4.5 FACTOR P2.5 a - -- - - - - 10 7.5 S 4 3 - - - AS 4 3 - - - ACRAL TAPCON WITH ADVANCED TAPPER+ - 2.5 - - - - 122 9 6 4.5 4 - - - 7 s 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL.POINT SOUO SET BLUE TAP W/CAP 0 B - - - - - - 13 9.3 63 s - - 7A 5 4 - - - .BLADE OR DICTANCE TIN.sPACINO t4 /2 - - - - - t4 10.5 7 AS - - - 05 53 4.5 - - - - E.D, MH.SPACING 3' MON.SPACING3' SPACING+•3 112' 144.SPALNND a 3' 3j4'to 1.5 _ _ _ _ 9 7 4.5 33 _ _ _ S 33 3 _ _ POURED CONCRETE& POIFID OXCRIIE CYtNtThIE ROC% RED CONCRETE& POURED CONgtm&POIgD CIXa>ER G2+°EFf DAOf 113 0 - _ _ _ _ I1 8 33 43 _ _ _ _ tO. as 43 - - - _ _ CONCRETE etOgt HV WINDOWDat£0.3 f/Y{LY E0.2 tfY CONCRETE BLOCK CONCRETE EIOCtt tai ER-3 1 t8t ELL.2I 7.5 - - - - - - 12 9 6 - - - 7 43 - - - - OA tat EDL EQ•3 1 1W E0.1' /l T5'-O. 9 - - - - - - - as 10 173 6{ - - - - s - - - - BLADE WORKING 2 j2• - 1.° 0.81 11.o o.7a ''0 oe�ii0- - - - - .55 - - - - 3 4 - - - IN UNISQ ♦ 2' o.7t0.51 J _ _ _ _ _ _ t.5 63 S _ _ - _ 83 5 t 3/4' - 0.91 - - _t4 - - - - - - - 2.5 .S 6 - - - - 7.55 0'�a 6 4 - - 4.5 3 _ - _ _ 1 1 2• 0.35 _ _ _ 0.35 3 - - - - - - - 93 T S - - - - - ° 4 - - - - FLORIDA BUILDING CODE on High eloci(y urricone Zone \\E}\#I"'.• ••rfl.� 02017 FLIECO.INC. It 2017 EASTERN METAL SUPPLY,INC. \\ VicEN, �: A4r•O�A R TM A ► Accordion Shutter System >F= +• Q !L ECO ) 1:. . .S.A. )LV.aADE yl W/OR W/G RV WINDOW MAX "1 American Shutter Systems }y pE6CRtP,pt, GATE oRAIIn Sr Lc. K'�• l TILUT TESTING & ENGINEERING COMPANY �A TA '*A Association. Inc. 1 OLD 15-085 7 27 T DATE: 07/27/17 O n �f : 0355 N.W.MIA.St.SM.366, RCM GM001%FLORIDA 331 _ / �p x�w 1" AA` Phone:(30.5}571-1530.F4+:(305)871-1531 4268 Wes(roods Drive 2 DRAWING No p+5'[f:•``u17ivT:•''•v�L4' ­,t,:1 �Ea FDW4087t41cam Wost Palm 8eoch, FL 33467 3 '7_t�� .. V/0 ,q� C' 1111 WALTER A TAUT Jr.P.E. P.E.SEf1�/.$IG�=d/DATE �O'PDA f r T+ors: 6 SHEET 4 113 Of 20 CA IFA MQ!ElT11N1A A o ; ' i."Axa OESK21 PBESSUAE RAD'+F f1I0,- 110 p♦./. nI 2.OY.SHUTTER SPAta 80' A"am Eouti Nm-A.0.0 a NON Saws 0. 7:AS WELL AS MOUNBNOS V.Q,T.U h W ON SNEOEf(166&17. ONLY CENRA ATE4�12��{AOR OVf09tr00RJL1! ASE Of ®r'VT a 1J �SNST Be HCUIOEO ONLY EYRRioR ACCESS SLOE or ®«v TVP . END • ' • • .(3(A)HY WtMIOW B1ADE CtJli SiV11 OEY 14SALLOWS A N ON S EE S OPENOEGE (Si}q(E5)fE)!E"PER AT SMCSAYS S110Mi ON SHEET ti MAX S YANfKRAiS • ♦ • • (6)MILSb MANCE FVTOP OR MU EDGE OF W KM+OOR WM 1Q ♦ or ANY 1101E fOR�1 SNNL eE O'. Ali0VtE0 AT itV� 1WNDOW 6lAQE ( ItRST OR�9lADE COWING WTRlOM STARTERS AT ENDS UAV BE HV fAAOE ♦ ♦ s • s s (0)ROU0t10W WE100N[EAOE�MUST BE 110Al1ERINTE 10 A SOLID FlV BIAElE iQ t}ittt StiuTTERS-WgTN. yyp s s ♦ • (� C. ♦ SIVI!ALWAYS BE MMM ADJACENT TO A SOLID W a �y$ MADE AT EKNER SKIS OF THOL f tt (E7 POLYCAW a1E 1N MNOOWe��yA SHIL BE INSEALLEO 5D 1A85 fACE SEE END IN • • • • ONE INTERIOR Or THE OPEHOR7.6ETtN0 ROTECIEDt NY WiNODW yy 4OST GE CONNECTION QK§4 NE K6TAWEEO AND LOCKED DaNa AN 5E71WD TOOL PR ,0T 15511 tiff 10 A,IsON iTPHET'*; ya FUtNEtCNT. e.SEE ANCHOR SPA,CEEO SWODIE FUNSTAJATVONS INT:WOOD MUE 0y 1 d BUUMM ON SKEET 13.AS LAM Bt SPAN AND DESIGN LOAD(SEE NOTES P P B x 1 iZ 2 ABOWE). b C* 7.SEE ANCHOR SPIROWCONCRETE BLOCK E EC01 S SHEETS S13 S LAN 1+ �� CONCRETE on CONCRETE eLaK WALL OI sHEETS f2 eN IJ As 11reTw BY SPAN AND MO#LOAD(SEE NOTES 1 E 2 ABOVE). �7PLANT FRE S) O S.UUM U SEPARAIM TO GLASS SCHEOa.E.PER AMU'E-1480: [SEE Top&DOtt W �aai a6.:J<7)) WEND ZONE tOtAKiiili SEPAPARi f0 GLAS5 N "".unto WTD -' I THRU J 1. HtEVATtaN NN.SEPARVI N TO Doss STE Sc1EDUE ON SHEET IT FOR 0XV(D 4 — `" ----- )m ON TM SHEET MR weer©a UA ---------------- P. srLE CENTERMATEs -----•.-- wja (sElE No e s AeovE) MAN T PIA (I -JV- 13LAI)E WORKING IN UNISON WITH HV WiNDOW BLADE SHUTTER* ���-----' 11+jlrrrA "- ROM IUWNG CODE Non kh VOloCity rricane Zone .z 02017 TKTECO.VIC. da 2017 W^TERN KETAL SUPPLY.INC. s a a Accordion Shutter System ■ ■ ■ ■ KvEf�nE X31 w,CR w/o KV. NOON BLADE TICCIT TESTING a ENGINEERING COMPANY An»NCgn ShuNer Syatama >v AitNN OAR aR•W31 B1: t-C. —.6 ea»Mg._o sl..Ste a%vxcNul GARDENS.FLWVA 3314ARa0G1gIiOn♦ Ino. E ao Ts oess ter T DATE a7ts7�» + +r:4w;. � Pey ;(•Ds)g7l.lsw,ro■;(JOS)nil_Isal 4288 WeairoadG Drive 2 DRAWING No sJ AL Np• N�tuamooacom West Palm Qeoch, FL 33407 a 7 O ♦It•�.rNN� 17— WALTER A WILEE SH OEET ` P.E. SEAL/SIGNATURE/DATE iLORAA tk./itt07 i Of 2,0