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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 WMAM u . 31, 4• • e • 0 n.i SOS Hoine Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Fac Staff acts Site Map Unics Search Product.Appmval dopr a USER:Public User ProduQ Aooroval Menu>Product or Aooliration Search>Aonlicatlon List>Application Detail e a FL#p FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American ShL tter Systems Association,Inc. Address/Phone/Email 4268 Westroz ds Drive West Palm Beach,FL 33407 (561)209-8253 bfeeley@east rnmetal.com Authorized Signature Bili Feeley Irodriguez@e sternmetal.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 Evaluatio Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Till t,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 K mpmann Jr. W Validatior Checklist-Hardcopy Received Certificate of Independence F I AMERICAN SHUTTER SY2:EMASSOC, N WIN -107 'IFICATE QFIN ENDEN P F FL389 R2 I AMERICAN SHQTTER SYSTEMSN . DRAW 7.106 CERTIFICATION OF IN12EPE ENCE(1).PDF P9 C 11 AMERICANSHUT—TERM DRAW—I 108 CERTIFI OF INDEPENDEbICE.PDF Referenced Standard and Year(of Standard) Standard Xis?C ASTM E-1$8 2005 ASTM E-199 2005 ASTM E-330 2002 TAS 201,'20 ,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app dtl.aspx?Daram= �GEVX0wtDavYYHH2vTVX5..- 1/R/201 R Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Opti n 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 D cription 389.1 Bertha HV Accordion Shutter- Ex ruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (to and bottom)for storm protection 108 Limits of Use Irl allation Instructions Approved for use in HVHZ:No M_ERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 1.7108 BERTHA HV ACCORDION SH LJTTER SYSTEM.PDF Impact Resistant:Yes Vc rifled 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 toad 17 PRODUCT EVALUATION REPORT.PQF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Cr ated 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.ASD pressure rating of+72,-72 and 84"f r - sheet'Ifor of n D pressures. 89.2 Bertha HV Accordion Shutter-Blade Ex ruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ]-Drwg 17-107 (to and bottom)for storm protection Limits of Use In tallation Instructions Approved for use in HVHZ:No EL W9 R9 II AMERICAN SHUTTER SYSTEM Approved for use outside HVHZ:Yes N V ACCORDION Impact Resistant:Yes SY TEM.PDF Design Pressure: N/A V rifled By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Crated by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVS blade,8'-0"for+64, EL 389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D. load for HV blade for Keystone mountings DPAWING17-107 PRODUCT OF EVALUATION 7'-0"p.s.f:for metals stud mountings and 8'-0"for 110 RT.P F p.s.f,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. C_ . P-011- I 389.3 Bertha HV Accordion Shutter- E ruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17 (t p and bottom)for storm protection 106 Limits of Use In tallation Instructions Approved for use in HVHZ:No Fir 38Q 9 11 AMERICAN SHUTTER SYSTEMSA Approved for use outside HVHZ:Yes INC. DRAWN 17-106 BERTHA HV ACCORDION SH ER Impact Resistant:Yes F Design Pressure: N/A V rifled By: American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load C eated by Independent Third Party:Yes for Blade 1 and 18'-0"for.Blade 2.See schedules on sheet E aluation Reports 12,25 and 28 respectively F R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. N DRAWING 17-106 PRODUCT EVALUATION REPOkT.PDF C eated by Independent Third Party:Yes Back N Contact Us;;26oi Blair Ston Rond.Tallah ssee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. :;Privacy Statement;:AccegMbility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e- ail 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 ail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed un er 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 th 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 whi can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,pie se click here. Product Approva Accepts: https://www.floridabuildinj4.orp/pr/pr app dtl.ast)xbaram= GEVXOwtDavYYHH2vJvx5... 1/8/2018 GENERAL NOTES: 1.BERM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TIPS PRODUCT EVALUATION DOCUMENT!PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCIT`r HURRICANE ZONES. DESIGN WIND LOADS Stall.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 CONjEN�T�. BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd•0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS It THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONOMON.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SCULL BE FIRST REDUCED 70 A3.D.DESIGN WIND LOADS ARA �; }{T/ Q ApEc(1) �} BY MULTIPLYING THEM BY 0.0 IN ORDER 70 COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WHO LOADS WAS hM USED M THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 2i-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER All.REPORTS: YP�WIEU�ASSEMBLYBLADE ��D-4 M� SHEEP 4 -HV BLADE 0 !0214.01-03.10715.01-03, 11004.01-05,11214.01-05.10317.02-06.#0609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: NV BLALJtE(1)AND W yyI pOW BLAn�• (q� AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)& 11220.01-10 AS PER TAS 201.203 k 203 PROTOCOLS LARGE MISSILE. CWHERE APPLICADW -HV WINDOW BLADE m 10505.01-08 AS PER ASTM E-1886 AND£-1996(MISSILE LEVEL 0,WIND ZONES 1. 2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL. _TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEEP 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.W BtADE(D AND HY WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WON EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HY SCREWS))•USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75'AND 114=1.75'RESPECTIVELY.410-Hr MINIHUM SERIES CENTERMATE DETAILS HV SHEET 8 - STAMLESS STEEL SCREWS WITH 135.0 lu)11IELD STRENGTH AND 180 k.1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE 1NY MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6067-76 ALLOY IS 30.0 kaL AND 35.7 k6T FOR END CONNECTION DETAILS 1-8.CONCRETE/&LOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TASTES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316.0151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ON 50018 WITH 50 k6i MIN.YIELD STRENGTH AND 90 ksi MIN.TENSANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 ILE STRENGTH. _ AND SHALL COMPLY W/FLORIDA BUILDING CODE SEC7100 2411.3.3.4. ANCHOR SCHEDULE- CONCflETEE-k BLOCK 1 14 6.DOLTS TO BE ASTM A-307 GALVM12ED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k6i MINIMUM YIELD STRENGTH SHEET ANCHOR SCHEDtTLE- WOOD SHEET 5 1 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE Q: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,Woo SHEET 16 HV BLADE OL &Oi WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 $.THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16.779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PAM BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 METAL SUPPLY.M. 9.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3' W WINDOW A)ADE @ ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/PLAIN?ARUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: OU18NG PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MyST PROPERLY CLOSE ALL NV ANO HD AREA 4, FIN WINDOW $i ADF,��t Nei v CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD 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 FLORIDA BUILDING CODE.ONE LAPEL SNAIL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.93 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INOICATED IN THIS DRAWING PLUS ANY BOLDING AND ZONING REGULATIONS PROVIDED BY THE JLMSDICIHXN WHERE PERMIT IS APPLIED 70. 13.(a) THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT;1.6.WHERE THE SITE CONDITIONS DEVIATE FROM THE REE0. (b)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.U.,PROVIDED HE/SHE DOE'S 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. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY MY MEANS' OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCWTECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WALL BE ESPONStSLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A CELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SRE SPECIFIC ORAWWGS FOR RENEW. • (e)OF&INAL A.E.O.SHALL BEAR T14E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FAA'AAAAA""- FLORIDA BUILDING CODE Non HighVelocity Hurricone Zone, 02017 RLTECO.INC. 02017 EASTERN METAL SUPPLY.INC. `�4•P: cry's .44 ' , �a AccordionBEhutter 7, stem 11 L I C G 0 1 N c. A.S.X17..0■ N.v.aaDE T w/OR w/o KV VANDOW System ��(•f�ba * TILUT TESTING & ENGINEERING COMPANY American butter Systems .N DESCRIPTION[ DATE MAN IM Lc % ••. T I C .'�.\k� 6355 R.W.3611,SIL•SIT.405.NWN;N aNiMM FM pVA 3316 Aeaociatlon, Inc. I OLD 15-08$ 7 2l t DATE, 07/27/17 ph.":(305)671-1530.Fa.:(305)671-1531 4268 Westroods Drive x !<"••.,,• 1144 •-moeln0006is.e«n - -- - DRAWING No West'Polm Beoch, FL 33407 3 ITTo V14TER A.TIUR u.P.E. 4 17-107 tp.E 'ft-At�iiMAYURE/DATE FLORIDA LK.1 44167 5 SHEET 6 OF 20 -3•.roR wNoorr evoc Q o VARIES j ,• i ' t• ; ..365- ~ i 857' 4.999' -.. • ` o ' FIV SOLID BLADE NV UNIVERSAL_FLOATER 7s � �5 fly.2. 0vERED UNDER US PATENT 545817 f 1 TARTER QUALIFIED SLAOE{t s {� O HV 8�E Q0R USE W/ ,IIA t 6005-TS ALLOY AND CR •.:/QUALIFIED FOR U,�5 E W HV 6063-T6 ALLOY AND TEMPER *SEE UMI NS OF USE OF 8 EMPER ON SHEET 19 3,22 BLADE()) 6063-T6 ALLOY A TEMPER r 065` 1 �? 7 ' i 67, 5 6• r ^' .991' . 72 MK74' � 4.gi17- I a�R $ 1 2-C)}iV ADJ. ADAPTS I 4.436' I Si 0.07 2 6• o QUALIFIED FO W/ HV C:HV WALK—OVER TRACK "''.920— I - HV ADJ. FLOG TRAGK DE 1 QUALIFIED FOR u E w/Hv �9 jHV TRENCH TRACK -T6 ALLOY A UPER BLADE(1 QUALIFIED,FOR USE W HV QUALIFIEOB QREU'E W/ HV - 6063-16 ALLOY ANb TEMPER BLADE0ONLY.J HY RAiNGUARD 063-T6 ALLOY A 0 PERVARIES it o�y:;• 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ NV 1' 9 $� t--�''-L—•!16 ALLOY A TEMPER »i 083' 063' � $ .083' � .093' • '��- xl v.'=•_t r .060" .100 R L� .12• I S n 6 .d s� _..1,1 .80. .9_.! n� 670 $\4,�• ° }• �( t o 670'1 1.686" j 0 t 670 Y x.520' 1 a 3529"___� L /-- i 70 ♦. 671.- HV CEILING HEADER !3i HD CEILING HEADERI 1 i� = Qt7A�UFiED FOR USE W/HV BLADE ONLY, QUA` 6063-T6 ALLO AND LTEMPER~}ONLY QUALIFIED FOR USE W/ HV 13ME'J ( )HD WALL HEADER/SILL, SEE SECTIONS FOR VAUDIiTYY SEE SECTIONS FOR VALIDITY. QUALIFIED FO�USE W t HV 6063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER / .I COMPONENT A 8 T1 T2• x Y t � a - r` Y - 2' 0.125` • 1` i• .062` 1 !� 2' 5-MAX.: 1 1 3' 3' 10.090• . '✓ I 2' S"mm..0.192'�0.192• !. x 1 - =16 SIDE ANGLESi~. QUALIFIED FOR USE W/ HV ALUMINUM ANGLES, 1!9 2.5" 7-MAX.;0.190•.0.190^ 20 COFi�ER POSTS BLADE Cl) QUALIFIED FO USE WJ HV .,__..j ,I i �UoGUALIFI£D FOR USE WJ HV BLADE Cl, 6063-T6 ALLOY AND TEMPER 606313LADE ALLOY ONLY TEMPER I 2- 5'lux, j0.131' 6063-T6 ALLOY AND TEMPER ANDFLORIDA BUILDING CODE(Non H'h Velocity Hurricane 2 n0 02017 RLTECO,INC. 02017 EASTERN UEIAL SUPPLY,LNC. iE C p , QT'S �A� Accordion Shutter System H,v ft"g1 w/OR W/O KV.WIMC+r BLADE / American ShuRer Sytems71LLIT TESTING dENGINEERING COMPANY EV• OESCRIPno OATS ORAwN er L.c. • r/4� i .sl. 5,vJnN 9AA6O3.noftm A $OQ{a1{On1 Inc.OF 3s ff.", nw.se1 OLD 18-065 T 2Tli DATE: 07/27/17 Pnone:(}05)871-1730.Fox (305)871-1531 4268 Westroods Drive 2- -• - -- --- 11.: `r C o-mal:6nxcooad'i— DRAWING No Ness+ ,•RID.• r ta�,¢t Ee_o00a71s West PDtm Beech, FL 33407 a /� Nay it WALTER A TRUT Jr.PA. 4 17-107 P.E:"3EAA XNAE/DATE rwROA LK 44167 5 SHUT - 6 .2 OF 20 4.660' 8• 1 2021 1f4--20 ,-OE CAST 4.571:, r T WAD 1NREAOED NotMNa QUVEL ��?.293• .745" i t1 -•''t (��'- (Cl TYP.) ONIE•o 0 tiN6rME0 r '0 aW4t -Y'•i—'' g t t S • ••03,1II' RAND P_ � 1 i • I • ' .082• � n1' $ _ 5` n :±3a rp. I 4 .318 _ i0RKSS CVL" (CHROR �8RF55 CRMOER iO •{`RRJ '! PIANNO)(aao9E (waaE aATTo) @ HV CENIERMAIE r- � s, a5 h, �I HV LOCK HV EGRESS LOCK UALIFIED FOR USE W/ W SLADE I & LY Eel FLOATING C2R�NFR 7 QUALIFIED FOR SE W/ HV MALIFlEO OR SE W6063-Y6 ALLOY AND QUA IED FOR llSE W/ HV BLADE 1 & p ONLY U r. 6 /6063-T6 ALLOY AND TEMPER }!V CENTER BLADE J& ONLY. 8HV lAUE T & ONLY. T QUALIFIED FOR USE W/ HV BLADE T I ONLY 230'O.D. 5ta al.7g" ,922) 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 8• 4.045' .�2• uoLOEd TO iv SCREW 11 i- 2.079` 1.753' i:360"AFTER RIVETING BEFORE RaVVING 1,�s INUMBSCREW E f yt_ \'' It 9444 ALWNUM(2024-73 ALLOY)LARGE FLANCE THIN 2.760 I=T SNE NUISENT.PANT/C.620.AS LVlNFACNNE4�]LAYpf1 PLAN `g FRONT EI ENATION "T" LQQJERSEY 07034 OR F61 L. USE IN HV BLADE t ONLY HV FEMALE "T" LOCK CENTERMATE HV "T"JOCKHV ALTERNADVE 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/INV SLADEGiONLY QUALIFIED FOR USE HV BIAOEONLY W/HV BLADE Cl ONLY. BLApE 1�ONLY. 6063•-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 1EMPE a 3.161 I- 1 D �.. -1HUTADIURN:iltt0£R OR .061 p62• „'. 6$ KLY CYLINDER .214• �I ( -� �1 545• . !__' 0.675"N:a. r .40 a Uo r. t .t25'No7. Sl; �4 QUAL2FLEA�DEY,t & A. QUALIFIED FOR USE W/ HV BLADE�& A 3 �I3rT�� 63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ..v'_ r nI VARIES.12'MIN. QUALin R USE W/IN BLADF v&1fA- Ip' 0-20 ss Oft 3f6+-16 t 63 T6 ALLOY No TEMPER �.�•--'ACE7/L THUWSCREWS. tijY • NFUM6TURN r CYLINDER (SEE CETAIS ' ! Da ( OR KEY �'1t15 -T-` 1.7 M.y C'LINOER ;1141/4'0 F j•OCKING ROO Ll 1/4.0 �A Hl) LOCK -1 375'0 �, QUALIFIED FOR USE W/ HV BLADE-7-1 �. HV �"0—t6 ACETAL. � �j w ��/4 �20 AISI 304 6r RECENT HARDWARE MORTISE LOCKS SERES 2333 NOOK BOLT LOCR. _ 6065-T6 ALLOY AND TEMPER THUMBSCREWSERiES S.S. [i(UMBSCREWS QUALIFIED FOR USE W/ HV BUOE•T,& A © D5ILLED AT TRON ACKS SLFOR PRIRE A OPER E/t 6" ENT QUALIFIED FOR FIv BLADE�l QUALIFIED FOR USE W/Hv BLADE CI- D I^ FLORIDA BUILOING CODE(Nan Nigh velocity Hurricane zone L+i1El•S�lk A. T1���� - O5J TI.TECO.INC. ®2[117 EASTER METAL SUPPLY.INC.�y BERTH VTM ••' civ 'r✓�x "�"—" A■�■ice`■A■ Accordion Shutterr System 4 7 I L E C O r<NC� H.V. MAX#1 W1 OR W/O KV.WINDOW BLADE ' �•• f•� ,f American Shuler Systems qEV.H • "SCRNPTNOI DATE DRAWN BY: L.C. TILl97 TESTING& ENGINEERING COMPANY Association. Inc. 1 OLD 15-085 37/27/11 DATE: 07/27/17_ - ` '�•• S1� T 6355 ILIA 361A St.,S%.305.NRWRIA GARWKS,FLORIDA 33:6 - VOT71-1530.Fo.:(305)871-1531 4268 Westroods Drive 2 DRAWING No _ _. �'•.•• po R•; *45 ._41:6ft4wooe.G West Palm Reach, FL 33407 3 4 17-107 ., (� _`�•,��V tl tIFLORI Al 71ELII 44 P.E. s/() ai • LI rtoaOA Lw./44167 SHEET P.E. �E nSTaA RL DATE 6 •- �--"� - 3 QF,.20 \S 1, SHUTTER ASSEMBLY SCHED E FOR �— HV Q HV M 3/e" ' WCE aT S i t2'TO BLAZE .062S Q HV BLADE 1 \tt'`1 L9 (�� ? E E IA' .1675' - —....._..— - ® HV BLADE 1A I I C3 �� Nv vAx DUDE .0625• i[T -X .0625 .0626 BLADEHV LONG RECESSED NYLON BUSHING �sc 3 h E'—\! •'f QPEkYj X25 IE7. Y 3g ' �` a /'� (TYP) 1 y U "0 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER QOR 2 ' R1.7Dam HV WHEEL CARRIAGE AISI 302-303 SERIES 1 _4 .. 3 50' i ova a j ,N /e2.Iso X 0.870"x3/16"THICK NYLON WHEEL. LJ I I l— �+! 2 7 g � Nv"NOUN 0.186"0 AISI 302 SERIES S.S. RIVETS 315"0 I sEPARAIION i e3• �'j� BETWEEN I x6254015125 37500' a FIV 1 3 a' ACCORDION PIN W ge HFJ10 * EXTERIOR BLADE I t 5 3j4" • ® / / _ { 1 OPENWOS ON CENTERS 1500 HV 2 3j4- ACCORDION PIN W/ #8 HEAD * >�" 7 s CLEAN Elva nLvArm Zd4 POLYCARBONATE IMPACT RESISTANT 14V WINDOW 4 1-14 } I i DETi11EExI-YPICAL HV WINDOW BLADE Am TO ;F'OROONATE HV WINDOW DET tt EQVIREMENTS) , iOR QB �c POLYCARBONATE IMPACT RESISTANT HY WIhDOW BAYER MACROLON 3103 POLYCAR80NATE 12-MRI.6EARA 4CE RESINS, UV-STABILIZED GRADE OR SABIC PIN RFOUIREME LADE KNUCKLE FOR TO DUDE Do M INNOVATIVE PLASTIC LEXAN 103 RESIN I ' (D OR I (SEE NOTE "'F'ON SHEET Ig). Hy 6 gy 6h Fi(1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR ® / "' 1 i ® 10 _ I POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR j t i EXTERIOR AJplrea r�wl ttv Q BLADE' WCAL SHUTTER ASSEMBLY rr>xx m0vwr[s .HY PIN®OR�AT (2) HV PIN'(9 MAY BE USED IN LIEU OF AND ONLY AT Exr�f+loR � 8tl.]Sttt EXTERIOR BOTTOM KNUCKLES OF WACCORDION SYSTEM Wj HV ;0.32;_ DUDE'S KRUCKLE.(SEE NOTE*FOR SKOM GRAVITY AST4 0792 00.3.1", 0.00 ror BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. + O Cl REQUIREMENTS) } YI9r9EE MD stealeAt' A6S4 0036 %.DD Rai 9Aoo.a.t 0514 p..i. (3) HV PIN OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER O =.! T1DSIDW A sGuI}iR Al rail OBD 12=P.i M.Aco.1.NIE+L wa%vs ASW ono 0000 a.s. 3+s000 0.4 SHALL BE USED FOR DIRECT MOUNT INSTAL I ATION PER DETAIL X. $> I. AM&M SHEET a0 troYogo 400 4w 0126 t6 n-ot 11 FT-10/1. MEL CA $jA�f DETAIL AS}EMBLY ,y �jw"I ODam ASI4 02841 021 89.5 x MAA • �_Ii� rV PGWM A514 DI or GURMAta A91 29 tole T 11 C-4 w3s q!0 CV55 7D60ow A=DIS$ wa,zAl SiY3Ji.'M ASTE1 AYA/NER ASN e1e 9x4 R.i ea.o a.J. • 3) Hy BLADE SOLID & a, HV WINDOW BLADE DETAILS '°�` �`°"E w" A1,ti e7° ae1,.1 Eaao a. N.T.S. I1 t I I I r r,J Aj+iT E 2 r1. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone I Q' "' ✓Z" 02017 TIL'IECD,INC. 02017 CISTERN METAL SUPPLY.INC. HA/Ti ASIA TM L E C O LN c. ■ ■ ■ Accordion Shutter System KV,BADE Rt W/OR W/O KV.WNDDW BLADE ' ,,,� ;':t�� TILUT TESTING dt ENGINEERING COMPANY American ShuHer Systoma n,.N DESCRano4 DAu DRAwN Dr: �a "• Q•••, ISL'e�v SLS 8125 kv..IED+.SL.SM.3m vMINL1 GARDENS, -153 73+6 AssoclatlonA Inc. t OLD SS-ODS _ 7j27fi BATF: a7j27j17 at_,(=as)671-i5w.ro.:(ws)en-1221 - _ 4268 Wtistroads Drive 2 --- - SS��NAL N6 EIL 4-070 t L1t.c9o0o."a West Palm Beach, FL 33407 1 Atd [D-0006714 ` •' AAYA'' 1YALIER A.7w J.P.E. �— rLORU P.E. SEAL/SIGNATURE/DATE A Lic. E uE67 6 $HEFT 6 4 OP 20 C 7 *NOTES ON BY LOCKS AND CENXRMATE - A e C C � N S T U °' • T a •�jia:® 1. ONE HV LOCK(a or 0 SHAD.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHLRTER SPAN OR SPANS UP TO 105',AND FOR INSTAL TTONS T ANY ELEVATION.11V LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,AITAC14EO-TO 1��J1 OR CENTERMATES WI(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTEhR ELEVATION. OpOa I 2 1F DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV j i6•I 1 LOC OR Y SE USED AS NOTE(AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENEERMATES LOCA NT OF LOCKS SHALBE AS L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. v 3. �I r • LOCKING RODS ARE NOT REQUIRED AT RICANE POSITION, BUT MAY 4 5 onOO a14 °■�5 USED IF p REO TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). l 4. •ONE tIV LOCK 1!£USED.AT CORNIER CENTERMATES FOR ANY SPAN AND tNSTALUTt4NS AT ANY!fLEVATI4N.NN i orSNALL BE USED AS AH OUTSIDE OR INSIDE LOCK, ATTACHED TO_@ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2 LONG FIAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&BO OM SHAD.8E USED.LOCAT70N OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A Noe-xve MAXIMUM SHUTTER SPAN SH/LLL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I V,F ID a s. •ONE ALTERNATE NV LOCK MAY BE USIA UEU OF HY LOCK or FOR ANY SPAN ANO 1 I M&TIM AT ANY Et£VATION.AL IRATE LOCK_ TTACHME -- 1 \J _ F-Iji0=2 x CR TO OR CENTERMATES SHALL BE NMOL W/ 1/470-20x3/4'ALUM, '8 ; RNNUT AS SHOWN ON SECTKXi HVE,SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t j c ?ga v �• LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANMTTMY CONDITION 03 FOR KEYSTONE MOUNIWO INSTALTM ■ +nS• ONE HV LOCK 6 Or 6-or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 1 TO 88'.AND FOR INSTALLATIONS AT ANY ELEVATION,W LOCK(8 or or @ MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO a or @ 5YMMETRICA.CENTERMATES W/(2) 1/4"-20 x 1/2'LONG PUT HEAD S.S. SEE END M.S.tOCA'TON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 8 W/0 CONNECTION J I OR TOP AND BOTTOM IS COMPLETELY MANDATORY. ErAL DS CN D r E H 1 J K L Y ' P 0 ■ Y M % SHEETS 1C& . I8 TVP. FULL 11 L "NOTES ON NY "T" LOCKS AND CENTERMATES: HEIGHT. I � � OF CORNER 1 CENTERMATEam -� &,ONE ALTERNATE HY'T'WCK MAY BE OAST LED ik LIEU OF HY LOCKS OR FOR ANY SPAN AND (13 ORI�OoR 6�}•.7,OH 8DA U•1'-ata+ ` TALUT AT ANY ELEVATION. ALT NATE LOCK Q��t�kMY BE USED AS AN INSIDE ROU SIDE LOCK. ATTACHMENT OF LOCK�INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION IMG.SHEET 9.WHICH MUST BE 10•S'O■T@• i 17i•�5 a --•, CONNECTED TO CENTERMATES 0 AND @ W/ 1/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32' YIINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"0x•5/8"RiVNUT. OCK MAY BE INSTATED AT-MIOSPAN OR 12" • gc• • yl( •17•••�Da - MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS TOP AND WTOM IS MANDATORY. OR C` Q"'@" ',Ci°" *NOTES RN NQ LOCKS �S 1.HD ttrit ts2 WJ NO M�� ONE ALTERNATE HD LOCK(5) MAYBE USED IN LIEU OF TYPICAL 1) HV BLADE SHUTTER ELEVATION HV Loacs aT0 FOR ANY SPAN AND WSTAUATIONS AT ANY ELEVATION.ALTERNATE KD LOCK J88 MAY BE USED NTS AS AN INSIDE OR OVISIqk LOCK.ATTACHMENT OF 14D LOCKTO IS W/3 18 x 3/8'F.H.S.S.M.S.,AND INCLUDES ' REINFORCEMENT INSERT _3 AS SHOWN ON SECTIONS HOB- 'AND .,,HVC,SHEET 10.LOCK MAY BE INSTALLED AT • MWSPAN OR 12'MAXWUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS-IS CCMPLETEIY OPTIONAL. jNAEraruu,,,�- FLORIDA WILD1 On High Velocity Hurricane Dna • 1111, ............ "'i= 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,WC. I\ A■S■S 1.A■ Accordion Shutter System 1 L E C 4 a 1N c. H.V. BtAT)E/1 w/OR wj0 H.0 NTNDGN EtATiE Shutter Systema IEV.N -DESCRIPTION DATE DRAWN BY. LC. TILLIT•TESTING & ENGINEERING COMPANY Association. Inc. I Oto is-065 7 OF 4 tib' 6355 1t..3616 St.St.305.VOIG MA GARDENS•FLORIDA 331c Jz7 i DA * 07/27/17 ,pp,,, -• is L� Pnana;(aos;en-1510.FD.:(305)871-1531 4268 Westro0ds Drive i _ s+< - r5)�`?!,..-' ��LL _-k D-0006000.com 719 West �oim Beoch, FL 33407 3 DRAWING 1No 70NAL E -01' 01 WALTER A.'KUT Jr.P.E. 4 17-107 U7 fLCRWA Lk.t 44167 5 SHEE- P.E. SfA1 jStGi(fAYURE/DATE 6 5 OF 20 •�'•'� -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE— SHEET 13) REWRID T-I/t'o-20�r314'S.S. REIN CONCRETE ANCHORS I MACHINE SCREWS CONCRCTEREQUYtEO COR (SEE SCHEDULE ON I 1/4"-20 O.C. CONCRETE ANCHORS \ T 7 t 8 A E1staNC tSrE tnlAnow® sHCCT r3 SHEET 13) {1 ' (SEE SCHEDULE ON SHEET 1 1 Y _ 1 — Mn. 1/<'{-20x3 4 S.S. i----- ___— TZ ORS EO Min., MtLHINF EMS __ I" ' EO ' tIStND IJ4•-2D NUTS T j2. -__- 48 / 1 i 1/2• 0 12 O.C. .250'Mo.. --- 2 3 7 5 --- li oR E.D. r _•_--p E D.r �___ lyl "La .250' .250'Moa. i Mo:. • 1 , OPTIONAL 1� -I� �`'`-OP7*w �L 1 1` I E� IY . MR:.SEPARATION TO CLASS T MITI.% I + 1 OR ) E%CLASS ""—(SEE SCHEDULE ON SHEET 11) XISTNG tLAotsiDa� ON.SCHEDULE TO GLASS,)— _ ,"-(SEE SCHEDULE ON SHEET It t JY— CASTING G1Ji55"' .C)HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION bV WALL HEADER INSTALLATtbN + KEYSTONE STN(T t— —---•-- I MN.SEPARATION TO CLASS LIS" m oSAss 1 t AWPAM0 1 1 1 t EI SA EE-SCNEDT71:!DF!"� 11 7 L9 MIH.SEPARATION TO CUSS i CHIV EON i -`(SEE SCHEDULE ON SHEET I1} a+sntT all MAM 10 1 k d DANRSQia� $ EXISTING OPTKNNAL 1;6 1/4 Mo.. _� E.OPTIONAL. i i i I oR 15 { E.O' I 1 1 E. D.r• I i i 1 `£ I r 7.. 1 t`o-20x3/4"5.5. MIK 1,ON TRUSS WAD t 4"0-2 .S.PHILLIPSE E.— CHORS //1 MACHINE SCREWS USING _� —T)TUSS HEAD NACHWE SCREWS _ —CONCRETE ANCHORS - (7 oR T 8 1'_ 1/4•-20 NUTS O 12'O.0 ,�—'^--�._• 4(SEE SCNEDtAE ON W j 1/4'-20 RUTS O 12"O.C. (SEE CONCRETE ON 13) j Mm. POURED CONCRETE" SNETT 13) ED POURED CONC E- —_-- ——�, _ T REOUtROR ONCRETE BLOCK OR CONCRETE K ,SONCRETE ANCHORS WALL REGUIRED 1 (SEE SCHEDULE ON FOHV WALL SILL INSTALLATION POURED CONCRETE.--_ SHEET 14) OR CONCRETE BLOCK WALL REOLMRED U HV WALL SILL ESTALLATION NOTE FOR COMBINATION of INSTALLATION DETAILS W/ T-SEE SHEET 4 FOR TYPICAL SHUTTER •E.0. EDGE DISTAT:CE ♦SEE LI ATONS OF USE FOR r 10 H i BLADE ASSEMBLY (SEE SPECIFl 110NS CN SHEET 13) BLADE 1 ON SHEET to 2-MOUNTING SECTIONS CAR 8E COMBINED C'Si IN ANY WAY TO SUIT ANY NSTALATKOt. I All sr 1171 IF FLORIDA BUILDING CODE Nan Ikigh.Velocity Hurricane Zone •'� �/EN 02017 TILIECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H NA � 4 _._._' A S '" A c` Accordion Shutter System a l d E C 4 i rN ■ ■ ■ o Hv e(nnE T w/oa w/o({v xTrrxrrr EiADE ` TILUT TESTING & ENGINEERING COMPANY AmlrlOan Shutter Systema ry,N tl[3CEflII DATE GRAY II IW L.C. "I , L� Aeeootallon, Inc. 1 OLD 1s-085 127/1 aGE: 07 z� T� a ,(.'••.,,LI v ` aMs tta.sem.M.Sts.sad l'IROIu a aoDls.noRa+aN (� tT— PAmm t(3O5)871-1530-F..:(303)871-1537 t Pal W Beach, Drive a DRAWING No "'-srQNAL�N�T:•�Tl� - £W 0067}s yam West Palm $each, fl 33407 �'_107 sssssASA,t•• WALTER A.TILL-11 J.P.E. {� FLORDA 1.ic.!441w 3 SHEET P.E. SEAL/SIGNATURE/DATE L 6 OF 20 CONCRETE ANCHORS -' ♦!, n---- - Y— , POURED YN SOVPAICH ( ICJ. C T CON CRE TE '��(SEE SCHEDULE ON SI#E7 13) } 3¢r EXASTINC i t 1- RECUIREO tt q�AeO GiASS� rNA.stP�AA6FN Sx[[r 1U E s 9LL'Y t4 rON '�'_ SxE ' E D.1— APPUCAR.E EXISTING 9UOCSmeQ ixA 9xtT n) \ GLASi ALTERNATE 'i ]I,,,[ i .i i` EXCUSSJ. 1 • ('ED''EQ ANCHOR l i i l i LOGIfIGN 1I0x3/4•HEX WASHER HFAO i ' ' 11 13 15 . 3%a raflA TEX SCRflMS d 12'O.C. 8) cl DOE � 3/D 4.. CONCRETE ANCHORS E 6 - 7 (SE SCHEDULE ON SHEET 13) i £ I! EQ '}q APPLICABLE ECCE OF A t SiAO IF 4-.-- M114G ` EOSLAB , APPLICABLE t4t2i SLAB IF APPLICABLE E.O. E.O. APPLICABLE PWREO FIAT NEM CONCRETE ANCHORS e 10 WREO `-~ D.• CONCRETE (SEE SCHEDULE ON SHEET 14) 'StlrUtE ON SART -ClURED .--..- _.- EQWREO FLAT HEAD CONCRETE ANCHORS REOlxREO ft RRF4A0E�HA0 - OR CONCRETE � "' REQIRREO E.D.•—•-- --'^E•D.• {SEE SClIETIULE ON SHEET t1) 11 ]'RENCH INSTALLMION r- ID ONLY rOR UP To +70, -75 PSF A.S.D. (9 BY FLOOR INSTALLATION # HV WALK—OVER INSTALLMION DESIGN PRE SSUREEEfnNG&FOR SPANS PER SCHED0 HV CEILING INSTALLATION_ CONCRETE ANCHORS TARS ' '-(SR fCMMEP Q (SEE5CHEOULE ON� //4-D aW m,&x TAFSON w o'S�tT It 'a`'»�arAs4 1 SHEET 15) f Tcopa00r OR 1/4'9 POWERS f/s- 1 oN vax n} i .�>SSS ut SPNWxw W als3 ��'\ cV6S-^ 1 NSfulm TAPPER*Hr6gR5 I% ( NAX• r -Iver 30m1.w 5.w 11 --_.- 1 Ter SWOAt w i 3J4 AFN Lt6m1EN7 95 ' CLASS ' (F>r xnmr4r a n> C.roR W TO 6.0'SPAR JNO 1'Or.FOR SWNS VAGFR THIN A' ! w-LP m 6'-o'wx.Amy-? 1 }f4' SENµ(AT LVERY MSTEMM 17Ao . MAX, 7• (M3(SDE NONE i �!, 1/2' 1 t i J - SHEET it EOR UAifATKMS-/ �3f8 /LAX. ,o�• p•4 /70x3/4'HEX E.p 4 WASHER HEAD f CONI. r TEN SCREWS t 3/8".�• i. �O 12'D.C. /74x3/t NEx HEAD.._ i- F r r 'i 1lrA-wa/r ss us 7EK SCREWS O O.C. _ - Tc1,O �/ #14x3/4'5.05 'A ___- ` ` t/4' _vSt+O 7/a•A-70 ARnS, OR t/4•o-20 S.S.5N.S. CONCRETE ANCHORS '1 `6 0 9"0.C. ,7 J2 -____ 410x. •• {SEE SCHEDULE ON .T '• O Y O 5V/NUT®9'Q.C. ; SHEET f 1) •\ WALL TC WON COWSTRUCNPN 1 2 1�• \ t7 to .• 2.00'NM. WALL IMA(CEOORrThf I7 Ai•f8 /'" \ •1•• E.O. ) n EDGE OP \ \-#I 4x3/4*F.N.S.O.S. MIN. S[A8 rF _ _ _ PODDED CaxREIE _ �\ - - :�• O 9'O_C. _REOIAREO APPUCAOLE '-CONCRETE ANCHORS -SEE W07E 13(b) 1"SE£NOTE 13(b) •' POURED CONCRETE-'1 {SEE SCHEDULE ON ON SHEET Y 1 ON SHEET 1 •L_• ' OR CONRED CONCRETEMOCK OR CONCRETE BLOCK SHEET 1/} OR CONCRETE @LOCK ~•-�- _ REOUIRED REQUIRED h�t KFYSTONE NOUNTING INSTALLATION -----,_-- BY WALL WALK-OVER INSTALLATION MANUUM ASTL DE5'aff PREsswE:*a::7z"I OPTIOHAL! POURED K BY WALL FLOOR INSTALLATION ` ,� gN wnuw S.M.SPAN D'-0' CONCRETE REQUIREO HY RAINGUARD INSTALLATION # INS REMOVABLE K7iEN PERF ED TiSITE FOR rnun:NATOH OF SE-GTK)r75: •E.0. EOCE DISTANCE ADUACENT TO AN OPERABLE Ex O SEE UMIIjATi0N5 OF USE FOR • I-SEE SHEET 4 FOR TYPICAL SHUTTER {SEE SPECIFICATIONS 014 SHEET 13) OR ENTRANCE BLADEllA''ON SHEET 19 INSTALLATION DETAILS W,/ �1) BY BLADE ASSEMBLY ASMWNHNG SECiH0N5 CAN BE CON@SHED 111E A, T "� FLORIDA I UiLDING CODE(Non High Velocity Hurricane Zone' M ANY WAY TO SUIT ANY INHALIATH0N. 44 = atov T2TEco,NQ ®2017 EASTERN METAL SUPPLY.INC. BERTHA HVTU *r' °. ? FTILTc a A.S w S.A. Accordion Shutter System t Kv.aAM p W/OR W/o HX.wwow RAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N nESIS-0N DATE DRAWN 0 LC. 7(�4,�EA.J.,�L4 6755 Im.36th,SI.,A•105,MROHIA CAROM.FICA"3316 268AssW stto-d Inc. t OLD t5-OS$ 7 27 1 GATE: 87J27/t7 • _ O P ,L Phase:(305)07/-7530.Fox:(305)971-1531 4268 W@Str�TT9 Drive 1 DRAWING No a-moa:In.woao•-com West Palm Beach, FL 3340'I 3 ,,AI EA-0005719 1 17-107 w•�rs••• /JN/J•'t WALTER A TTLLR Jr.P.E. rLOROA Ue.#44167 5SHEET OF 2 P.E. SEAL/SIGNATURE/DATE SEE END WALL 1 0 la SEE NOTES ON LOCXANG Roosp, LOCKS f AND ALTERNATE W LOCK IS ON SHEET S. FOUT-1 EXISTING GLASS INSTALLATIONS W/ HV WDE SIACK DEMIL hW IS VAUD FOR ALL BLADE V/ Hy CENTERMATES — SEE ENO WAl!. GONNE�TION EXISTING CLASS 00 ---------- 3 1/4' 7' 6 1/2- 2'.2*.1/8*xO* �, ! (6063-76 ALUM. TAP ANGLE 174 M 1/2 Qffg�SNQ OL ET I SYMMETRYCA .2`6% Q�ELI CENTERMAJES 11100/v S.M s 0 12' CE -I—ERM S i D.C.FULL''LENCKT. wz or 70 GLASS At EACH ANGLE(lYP) wl jjv LOCK dror (SEE SCHEDULE 5 =fN ON SHEET I 0==E' H LOC MIN.SEPARATION LACK Z 5 Sir 1 � 11 1 ii I g.o.ol .. B HVQ HVA FoufEXISTING GLASS -POURED CONCRETE OR @ 0- CONCRETE BLOCK VIALL D _SXISTING SYMMETRICALF I EXISTINC ✓ SEPARATION GLASS I CENTERMATES TO GLASS 1— 1 ­GLASS q Lo OPTIONAL (SEE SChEbUUE 5 k WZ HV LOCK ONFERIOR) Off SHEET 11) MIN:SEPARATION tl TO GLASS@ (SEE SCHEDULE • =IN OPTIONAL ON SHEET 11) MOR) (INIE r—o-qf] .1 > ANCHORS 16 D.C. J VARIES >/ L 't HYE [§=UTl ro—u-T] (EVERIO HVF** HVQ 11#1 .110.110% Inli. FLORIDA ButLOlNtG CODE Non High Velocity Hurricane Zone, .. ..... N 9.2017 TiLTECO.INC. 02017 EASTERN METAL SUPPLY.INC. -BERTH"VYM Accordion Shutter System A.&S.A. tiv.RAM #1 W/CR W/o H.V.WKM wM American Shutter Sy3tens % 7ILLIT TESTING & ENGINEERING COMPANY XV�H. DESCRIPIM DATE I DRAWN 81. I.C. 55 fM 36M U.St.345. WOOM fSOAM 331te Assoclallon, Inc. I OLD 15-1:85 V07/111 DATE- 07/27/17 -t.-•(305)117­1530.F9.1(=)871-1531 4268 Westroods Orive 2 - - t West Polm Beoch. FL 33407 3 DRAWING No )VAL VN CO-DOO8712 IVALIER A.TrUff Jr,P.E. 4 17-107 P. FLOMM L'�. 44167 SHEET L S�Z S'I'j9�TURE/13ATE 5 8 0F.20 _ POURED CONCRETE POURED CONCRETE POURED CONCRETE f OR CONCRETE OR CONCRETE POURED CONCRETE OR �.-- -_—. .—� OR CONCRETE ---.. ---- BLOCK WALL REQUIRED -"'-�— ---. i BLOCK WALL REQUIRED _ _ .-.---- CONCRETE BLOCK WALL BLOCK WALL REQUIRED REQUIRED EXISTING GLASS .-EXISTING CUSS - j' 2'WN.- EXISTING CUSS CONCRETE ANCHOR-L -EXISTING GLASS - j --T^ -ty O IV O.C. DEN.SEPAPA. I Wit• 1' Tj•` ` SCHEDULEEOON(SEE 7 :Itr� TO SEPALASS(SEE 2•MIN. MIK TO CLASS(SEE It FOR BLADE.ONO TO GLASS(SEE EO EO ON SHEET T9 MR 1t FOR (DANO SCHEDIa ON SHEET 1/16'x3'MAX. HADES Q3) j , �811OFSmik FCR 1/2+ T SCHEDULEON 1�R 11 FOR BLADE OAND (606^T6)CONT. / ON BEET 19 FOR ON SIM 19 FOR ALUM. CLOSER (LOCATE AT/ vACM I}&G PLATTE. (LL ATOEE Tom. ` (. I EITH R SIDE i THE OF i'OR 2•MAX. 1/2•MIN. -L# y (A5 E)x2+x1/8+x0'-2+ #10x1/2+S'M,S. `G AL NUM CUP ANGLE #100/2-S.M.S_' r.._._-.�__�' 6 IV O.C. _�----- �- (G -TB ALL"AT MICHEiGHT a9 1s'D.C. —' 4 J ( #1Dx1/2•S.M.S.Topp& / _ 1/4'0 TAK014S ANCHORS TO 4 M,1_AT 1'O.C.(LOCATE AT h _` SEE DETAIL x FON OR �• ETmER SIDE or p) (1�OR lel SIDE TAIL X TKMT SEE OETAIL x FOR 6 OR 0• TO TRACKS «�«6• '«B« 0, SEE DETAIL X F 4 6. 7 a•8 /0 OR �• t SIDE CONNECTION Q © SIOE CONNECTION .6- 7-8 10.0« TO TRACKS « «6• 7 6 10 « •0«¢ •ex©• TO TRACKS +0«�•�+�•�•+ 1Dw0«®•�©�« ' °•®«0.0«0•®« ©oda©•o.®« 0.0.0-0�-_0•0R 0.0«0+ B +0« :'Rd , ,r�«e. ®.0«!�•dad•0« 0• «««®•il�J"'\:l•0« 8+ a •3 B.�'0.° •0«�•O S. MOTION- 4 END CONNECTION DETAIL 1 END CONNECTION RETAIL. 2 •REQUIRED OxLI" SPANS GREATER IHAN 12'-0' �-POUREDCONCRETE OR CONCRETE BLOCK WALL ;- EXISTINGGLASS4 4 --(-E--- GLASS REQUIRED I ------------ 110.1/2'SAL Y f eLv - ro SEPARATION a 16"D.C. -- LAN.SEPARATION O CLASS(SEE _ _ _ _ __._____ ___ OR OR II F RAE ON'(FEET 1/2"MIN. fCHED.LE ON SHEET p ii FOR HARE FOR 14CH E0 11 FOR SLAW tDANO / `L' } OR 3 aR} } ON 9EE7 19 FOR ATL12* O--1 ON SHEET 19 FLAT q HAOESQ&Q!�) 12.O.C. 1j RAMS m&0 _ T CONCRETE � EO ` - ANCHER 1 a 16 O.C. _ WN.1/2 yE7 oRtii SnRt)})OR -- EO i SEE L01, ON S Or USE FOR �•/ _O.J_'(q ( �YIEW y 2''IN BLADE(i�iA ON SHEET 19 OR}.3 OR}• OR} OR} 3J1r13-.1 5 1 OR.(W PLAN dOR (• � ® + �f�1 7F� DETAIL STATION •-POURED CONCRETE OR ♦ �O1V"OO°1O«I 0« - ' •®«•t,y'�l'J•0'" CONCRETE BLOCK WALL 10�®«®•®«0.0« . _p•p•4 «�©♦_•C�J♦•Q « HV BLADE OR HV WINDOW BLADE INTO a REQUIRED .Oj .d., 0.(�«®• •®« :'`� CONCRETE OR GONCRETE BLOCK WALL. l,ND CONNECTt0N-_RETTAI Q ®•�«�'�«®'�«1 + «®'�' F1610A BUILDING CODE Non H;h,Velocity Hurricane Zone ,11.S ••-' 02011 TRTECO.INC, 02017 DsTERN MEFA1'SUPPLY.INC. ,, V •'��CENg y �7fTM A Accordion Shutter System ==m octM�. • Kv sone SFT w/CR w/o Kv 1MNDpN euu>E c�i1l1E tTh *' TILLIT TESTING & ENGINEERIkG COMPANY Amertaan butter(Systems EY,x ocfiCR1A0GN TE DAm 0 LC ',�1�'•.,/C' •••Q Sp 6315 KW.36D•,64,ST+.301.VRGVA GARML 11NSDA 3.116 Associations n6. I OLD 15-o6S 7 2T MtE: 07/"a 11 Piwna:(3a1)s7I-Ism.Eo1:(3Dsls71-1531 ---4266 Wastroods Drive 2 DRAWING No S +•.•...+ G` FLIT a m Ea��06067/9'wm West Palm BeOch, FL 33407 17_1 07 /aNAE�N,,•IF WAVIER A.Tit"? :'PA 1 _ SHtET "4",`+• FLORCA Lia-!74167 P.E. SIGNATURE/DATE 6 10 OF 0 SCHEDULE #1 SCHEDUtE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-' MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*"L+" INSALLATFON LEt� `—�� (It.)-.•F_O-R_••INSTALLATIONS W/ OR 'L (ft.) FOR R -L-" (ft.) INSTALLATIONS SiY�lk1J"�� A} &®or or INSTALLATIONS WJ PETV W CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ON£ N.V. LOCK ® or or or a( W/ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. �F�7, L-:L(AX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK(9 W/NO LOCKING RODS or ONE HV LOCK or OR WJ NO LOCKING WALL A. 8. C. 0. E, M. N. O, P. 0, A-S.D.DESIGN PRESSURE RATING. CENTERMAI® 28(�29 W/ ONE Wj NO LOCKING ROODS MOUNTING F. K & L R. S. &V. "T" LOCK 30 W/iWO L H G (SEE NOTES t,tt) HG,� �N (VM1D FOR MOUNTING(@ (2)PROCEDURE TO DETERLUNE MAXIMUM SPAN FOR RODS 35 TOP & SOITOM16SEE SHEET 7) FLOOR/CEILING G. H. 1, It.S T. U.W& X WALL MOUNTINGS(LOP/BOTTOM)OR FLOOR/CEILING: COA WTALtAtONS U CONCRETE&WOOD CONCRETE MOUNTING 1A.Deu I OA.01 INSTALLATIONS & M DETERMINE A POSITIVE ASO.DESIGN PRESSURE RATING. MKXWN Asp Da'aoi ASA.SURE ASp SUIT DETERMINE MNXIMUIN SPAN l+'FROM SCHEDULE. eAns2A4X WALL MOUNTING FLOOR/efnlNQ °�ssu1� WALL uoeu'6No MLaoR/tDDxG Mouemxq FATW & IlnFM GIVEN A NEGATIVE ASA. DESIGN PRESSURE RATING; RMINo ltOUtfitNG 6,11.) (r.►IJ - (A...N.) FlOORItEUNG MOUrmNQ DETERMINE MAXD4uN SPAN Y FROM SCHEDtRE. I.on-) I. -) RIR taL-(9)+c b MAXIMUM SHUTTER SPAR 'L+'OR "L--'FOR INSTL e (e} L- n t+ (ft) L- 30 OR lE 18•-0" 16'-0" 16'-0" 16'-O' 30 16'-o' 16'-0" 30 i6'-O" ib'-0• 105 Pat. INTO WOOD SHALL BE TINGED 70 UNIM MAXIMUM AL1.D SPA SPAN E f"L+" TO T"L 35 14•-10' t4'-10- 35 /5'-2' 16'-10` 105 Pd.A.S.D.AS. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+'AND "C--". 40 - - 4'-2' 15'-2' 40 IS-t0' 13'-I0- 44 14'-2` 15•-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 _ T3'-I" TS'-t- 13'-4 - ' 45 i3'-Y T3'-i' 45 13'-4' 14-3' t MN CORNER CENTERMATE J3 MAY BE USED AT ALL COMBINATIONS 1N BETWEEN WALL MOUNTINGS 50 /2'-5" 12•-5' 12"-8" IX-7" 50 12'-5' 22'-S' SO /2'-3' 13'-T- MOUNTING tALSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION A2 55 Ti'^10" it'-t0' i2`-I" 12'-TY 55 it'-t0' il'-10" S5 ii'-1' I1'-il' FOR R GIVEN POSOWE A.S.D.DESIGN PRESSURE 60 ti'^i` St'-4' it'-T t2'-4" _ _60 _ t)'-4' it'-q'_ 60~ 10'-2• 10•_11 NOTE j5.SHEET 5. RATING: 65 10'-IO' 11Y-10' 1/'-i- it'-11' 65 10'-t0' f0'--t0- 65 9'-5" 10'-1' LA ,+-MAX. L1+=MXSPAN FOR WALL MOUNTING INSTALLATIONS. 70 f0'-6' 70'-6" iQ'-9" i t'-5' 70 _10'-6' 10'-6` 70 W-9' 9-4' LZ+- MAX.SPAN fffR fLODRIt£aLXNG-MQUNUN 75 10'-1- 10-7" 10'-4' 11'-1" 75 8'-9' CEpS_1HA2,J,XA70MUM-$NUTTER-------� NS, 80 W-10" 9'-10' 10'-0' 10•-9' AXI SPAN'L+'OR'L-'AND MMUM A.S.D.OESING FOR A GIVEN NEGATAE A.S.D.DESIGN PRESSURE 9'-6' 9'-9' 1W-5" 85 9'-6'- - 9'-8' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' _9'-3' 9'-5' 10'-1' 90 9'-J' 9'-3" OR CONCRETE BLOCK SHA..L BE LIMITED AS FOLLOWS: DEIERMIN£: 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 6'-9- 9'-2" W-10195 9'-0- -8'-9' LIMITED TO +64•-72 P.S.f. AND 8'-0" SPAN, SEE Uz MAX_SPAN FOR FLOOR/CEILING MOUNTING too 8'-9- e'-4" W-0' 9'-7` 100 W-9" 8'-e MOUNTING M&ON SHEET 7. INSTALLATIONS. 105 8'-7" Y-I 11' 8'-9' 9'-4' 105 8"-7" T-11" THE =12 7--7' W-7" 9'-2' 110 8'-4' 7'-7' MINI MAXIMUM ALLOWABLE SPAN IS EQUAL 'L-' 7•-3' 6-4 B-11 TIs 6'-2- 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN tt4', L:+ 1t AND ,�- 6'-tt' 8'-2' 8'-9" 120 W-O• 6'-N` (4) GO 70 WCNOR SCi£OtAE WITH FINAi MAXIMUM 6•-8' a--08'-5125 7'-10' 6-8 ALLOWABLE SPAN ANO NEGATIVE AS.O.DESIGN 8'-5' 7'-itY 130 7'-8' 6'-S wlNa ZONE 'MINIMUM PRESSURE RATING TO DETERMINE LULTILIUM ANCHOR 135 T'-T 6'-2 7'-9' 7'-9' 135' 7'-7" 6'-2' SPACING, i4o 7-s 5-n- r-- T-6" 140 r-s• s-n' ASTM E-1996 SEPARATION 7'-5' 7'-3' 145 7'-3' S'-9' TO GLASS 150 7'-2- 5'-7T-4' 7•-0' 150 7'-2- 5'-7' 155 7^0" W-5" T-2' 6'-9' i55 7'-0' S'-5' 1 THRU 3 1" .. 160 6'-11" 5•-2- T-1' 6'-7' 160 6'-11' 165 6'-to' S•-1" T-0' 6'-4' 165 6'-10" 170 6'-9' 4'-11` 8'-11' 6'-2' 170 6'-9' 4'-II" 175 6'_7" 4'-9' 6'-9' 6�-10.0 175 W-7" H V B LA D E • 180 .6'-6'- 4'-8' 6'-8' S'-10' 180 6'-6' 4--8 185 6'-5- 4'-6"_ 6'-7' S'-8' 185 6'-5' 4'-6' I90 4'-5' 6'-6' S'-6' 190 6'-4' 4'-5' 4--3- ISIS 4'-3' 6'-5' S'-5'- 195 6'-3'_ 4--3- • 2 6_-z 4'-2' 6'-4' s•-37 200 6-2* 4'-2' t! 2Do stt' 4'-i' 6'-3' S'-t' 205 6'-i- it "'.f FLORMA BUII.DIi�(i �O�� Non kh velocity Hurricane Zone 02057 11X.TECO,WC. X91(017 EASTERN METAI.SUPPLY, INC. BERIH -0 , Accordion Shutter System A HV 77�E� A� .E sA■ Hv MADE L}T w(DR w/o ltv.VANDDW BLADE �,/ *+ American Shutter Systeme Lt. IxSCIOrtaN OAti ouWN 9r:tNLQ)M.LQ. t O•t eT IILUT TESTING'& ENGINEERING COMPANY l�'_'T�YE UD< ;/At >, Association, Inc. I OLD 15-055 7/z7/T VAIV 07/27/17 -N t, A, &M&W.3w SI,St..306,NROM CAROMS,n0RGA 3114 _ A Pham:(}03)071-1530.Fo4:(306)671-1632 4268 y/eslroads Drrve 2 DRAWING No �1�127/••'`,,,•,�1��a11t11 �_m,E X�sot9.— West oolm Bench. FL 33407 3 17-107 aPIZ E WALIER A'ILUT Nr.P.E. FLORDA Lie./44167' 6 SHEET P.E. 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(Nin.F0 - 3 Imi) (�) x RMFIp So. xCATAE _ .IW7MCBLUE TAP CONCRETE ANCINORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,M.(Min.T'c-2 k6L) TAPCON OR 30140160175 90 120 160 205 30 40160176 .� 120 160 205 30140 60 JS 94 120 160 203 TAPCON WITH ADVANCED - COMP TAPPER+ANCHORS P HIVED LICENSED 6Y POWERS IEDFASTENERS.INC.,AND DIST LTH TH BY ALL FONTS SCREW,BOLT•A SPECALtt THRE ADFORM TECHNOLOGY (UN.I-Y•OR ANY OTHER APPROVED LICENSED OR AtNHOR12ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS/LSSOClATOX,INC. 14 t-2-- l-.000- 9 e a a 3s 14 t o 9 a e a t4 12 to 9 a a (UN.Ye-J A31) 3'-0' 14 t 9 8 8 5 6 14 12 10 9 0 8 a 5 14 12 10 9 a s 8 6 ALL POINTS SOi3D-SET LESSOR 14 1 9 8 5 6 8 14 12 t6 9 a e 6 6 14 12 10 p 6 a 6 5 BLUE TAP W/CAP NOTES; t4 1 9 8 8 6 7 14 12 10 9 8 0 6 6 i4 12 10 9 8 a 6 a TAPPER+ AI)MINIMUM EMBEDMENT INTO POURED CONCRETE Of TAPCON OR TAPCON WITH ADVANCED THREMFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 111110 9 8 7 55 15 14 12 10 9 6 6 6 6 14 12 10 2 8 6 6 3 ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0" i412 10 9 8 a 6 6 14 12 to 9 a 8 6 6 14 12 10 9 8 8 6 SA 14 12 10 9 8 8 4 4 14 12 10 9 8 9 0 4.5 14 TIT t0 9 8 6 4 33 A,2)WMMUN EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOW-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO ENBEDMEHT 14 2 10 It 8 8 6 4.5 14 12 10 9 0 6 6 a3 14 12 10 9 8 6 5 4s 4 5[i MuITA1XA+5 M>F INTO STUCCO SHALL BE PERMITTED' 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LOAD MINIMUM SHOULD STUCCO 14 12 t0 4 7.5 SS 3S - 14 12 t0 8 8 a 6 3 14 12 10 9 8 7 3.3 4 PIuse roR CC 410N 51427 t9 EXIST,A20 1-MBBWM FOR WALLS WITH NO STUCCO. 5'-0' N 12 10 9 E 8 4 6 14 12 ttl B 6 8 0 5.5 14 12 10 9 a 8 6 4,5 14 12 t0 A 8 7 4 - 14 12 10 9 8 as 5 s.6 ti 12 t0 8 6.5 5 33 3 A3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE iOtXA ON THE EXISIWD WALL OR FLOOq, 14 12 t0 9 8 7.5 4.3 - 14 12 /0 4 0 6 6 4.S 14 12 10 9 8 6 4.5 .73 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE 80,840 SAID WALL FINISHES ANCHORAGE STALL BE AS INDICATED ON 14 12 93 73 63 {3 - - 14 12 f0 9 8 73 SA 4 }4 12 10 9 a 8 4A 33 NOTES At)&A2)ABOVE.FOR INSTALLAT06 ON VNTL SIDWO OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 6 6 6 - 14 12 16 0 0 8 6 5 14 12 10 9 8 &S S 3A NNNSTAN.tATK}ti INTO EIS WITH METAL STUDS SEE SHEET 20. t4 t2 10 9 7A SS 3 - 14 12 10 4.5 7 S3 4 3 14 12 0 6.6 5.5 4 3 - ti 12 10 9 8 6 - - {4 12 10 9 6 6.3 S 75 14 12 10 6.5 6 5 4 - (0) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 a ISA S.S 3 - - 14 12 t0 9 8 6.3 4.5 3.5 14 12 10 6 7 5 33 3 - 1/40 TAPCON OR TAPCON WITH ADVANCED THREWORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOEX. 1 4 0 x 3/4*ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 9 8 8 - - 14 12 TO 9 6 . a 4 i4 '12& 7 9 7.5 SA 4 3 - 1 4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 6.5 4 - - 14 12 9 7.S 6 43 3. - 14 f0.5 7 5.S 4.5 3.5 - - - 1%4'0 TAPPER+ANCHORS AS MANUFACTURED BY PDMS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 f2 10 aS 7 4 - f4 12 10 9 7.3 as 4 - 14 12 9 7 7.3 4.5 - CdIPANY OR ANY OTHER APPROVED LICENSED ON AUDORIED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. �-- i4 11 T S5 4.5 - - 14 12 10 9 7.3 53 4 - 14 12 9 7 8 43 3 B'-O' 14 f2 10 9 a 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 a 6.3 5 3.5 - NOTES. 14 12 83 7 5.5 3 - - 14 12 0 6.5 5.5 4 3 - 2.5 2.5 $ - S 4 J - - T-M(MAOM'TSIBI:(tMENT INTO CONCRETE BLOCK OF TAPCOH.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 1i 12 9.5 7.5 6 - - - 14 12 9.S a s,a. - - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 10 B ISA S 14 12 8 a5 5 4 ti 12 10 9 8 - - - 14 12 10 9 7.3 4.5 - - 14 12 all 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY WEDDED INTO THE CONCRETE BLOCK.NO 9•_0 14 Its 7.5 6 4 - - - 14 11 7 5.5 3 33 - - 11 8 b.5 i.6 3.5 - - EMBEDMENT 8410 STUCCO SHALL.BE PERMITTED.1/4.0-20 S.S.MACHwE SCREW USED SHALL BE 1 t/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - N 12 8.5 7 5.5 4 14 103 7 55,3 6 43 - - EXIST,AND I'MOCUUM FOR WALLS WITH NO STUCCO. 1.5&S 5.3 4 - - 14 12 9 7 6 4.5 - - t4 11 1 S$ 4.5 3.5 - 10'-0' 14 12 10 8 7.S - - 14 12 10 6 a3 S - _ 14 12 8 6 5 4 - - B.3)IN GSE THAT PRECAST STONE.PRECAST CONCRETE POETS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3.5 - - 13 9.5 e.s 5 4 3 - - 10 73 s 4 ] - ANCHORS SHALL BE LANG ENOUGH TO REICH THE MANN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 SA - - ^ 14 11.5 9 6 5 4 - - 25 O.5 .6 5 4 4 - NOTES 8.INSTALLATION:6.2)AO4T0 FOREIFS INSTALLATIONS ON METAL STUDS VINYL EL SON 2OR DFS�OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 03 6 5 - 14 12 5 6.3 SGS 4 Z. 13 10 8.5 5 4 J 14 12 10 - - _ - - N 12 9 7 8 4.5 - - 1410.3 7 5.3 4.5 ]i5 - !!•-0'12.5 9.5 S - - 12 9 6 43 s 3 - 9 T 4.3 3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF DIE ANC;iOFk'S MANUFACTURER. •14 10 7 - - - - - 14 t0.5 7 3.5 4.3 - - - 1.5 a5 SA 4.3 75 - - (0) SEE SCHEDULE BELOW FOR EDGE IIMIANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.3 7 4.5 - - 14 11.3 7.S 5 S - 12 9 6 4.5 4 _ 12'-0' 14 12 10 - - - - 14 12 8 6.5 3.5 - _ - 1 10 5.5 5 4 •_ - _ FD!tiF A1cTANC RcLrc PA LNG c N D tt FOR ALN HORS- 113 8,514.51- - - - - it a 5.5 4 3.5 - - 8 5 4 3 MAXIMUM ANCHOR SPACO;GS ARE VALID FOR EDGE DiSSANL'ES IN ED BELOW.FOR E.D.LESS THIN THE NOICAE9.REoUCE ANCHOR SPAYING 13.s 4.3 6 - - - - 13 9.5 64 5 4 - - - OA 6 S- 4 - - - - BY MULtIFLY1ND SPACING SHOWN ON SCHEDULE Bi THE fOtLOWING FACTORS. 8 6.5 - - 14 MOA 7 3s 4.S - - it 8.s 5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SWLLI NOi BE LESS THIN MINIMUM SPACING INDICATED FOR MR ANCHOR TYPE 13•-O' 14 12 - - - - - - l4 41.5 7.5 8 9 _ _ - t2 9 8 4.3 4 - - FACTOR Los e - - - - - - 10 zs 5 4 3 - 7.5 55 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 2.3 a5 - - - - 12 9 6 4.5 4 - - 9.5 7 5 4 - - - EDGE TAPCON 1HRFAISFORM TECHNOLOGY �'POINT SOUR SET BLUE TAP W/CAP 13 9.5 6.5 S - - - 0.3 73 5 4 _ - _ QR DKTANCE MIN.SPACING 14 t2 - - - - - - ti OS 7 5.5 - - - - it a3 SS 4.5 - - - E.O. MON.SPACING o 3' MIN.SPACING-3' MIN.SPACING-3 1/2" MRN,SPACING-Y 33/4- 4' I4'-0 to ).5 - - - - - •• 9 T 43 33 __ - - - 7 b 33 .] - - - - BLADE POLYiEOt ONGRETE& TOM COMM COMM RO12L POl1R£D CONCRETE 8 PORED tONO57E&pOMFdO CCIICfi'IE CQrC,1�tE CLODt LS B _ _ _ .. 110 4.5 - - - - 9 es 43 - - - - WINDOW CONC FE-S MN E0..3!/Y MK ED•2 1/Y CONCONCRETE BLOCK CONtREfE BLOCK URE&+3 1/'2• ED-2 1/Y 7.5 - _ _ _ _ _ - - - - - OS 7 43 - _ _ .iL 18L E1.0 £A 78 T ipL 1 .7 14 - - - - - - - - - - - - oa e s - - - - - BLADE 'Ntr) N 3' 1.0 o.Bo T.o o.7a 1.0 0.84W.". .. _ _ - _ _ _ ' _ 0.81 1.0 - - 0.67_ a5 s 3 - ITV UNISON ♦ _t0 - - - - - - - &5 a 4 - - - 2' - 0.71 - - -- 0.51- - - - 4 6.9 43 - - - - ,� 1 3/4O.9!4 - - - f0 73 5 - 6 4.5 3 . 0.359s - - - - - - - - - - - e 6 4 - -•t- -> FLORIDA BUILDING CODE(Ro.-High Velocityne '11111 ,VI A. T/ 02017 TILTEC%IVO. 0200 EASTERN METAL SUPPLY, INC. ice` 4i BERTHA TM •` NS` A S S A Accordion Shutter System /77L ECO )NN:. �} 0 ■ s • ■ riv EknnET w/OR w/o N v N1NDOw EItDE T z American bufer Systema EY•N DESCRIPTIO- DATE DRAWN W. LC. i Q 1j7 TILLIT TESTING &'ENGINEERING COMPANY 90 i �� 6355 nM.311%.St,9..305,NNCOYA CAAOD@,FLom6n 3516 ASBOCIGIi0T11 Inc. 1 oto 15=oes t ALT 1 ANTE o7/v/17 �1,�-sC�--•---!•-a[� PaOne:(3x5)611-1330.Far:(305)871-1531 4268 W6stroods Drive 2 DRAWING No �".(1'•.XV�IQ�t,.'at_4y id •-mcn-Lat4c69-e- West Polm Beach, 7L 33407 5 rfp. "' � tWALTERl.,7RtR Jr,P.E. 4DNS{y j _ _ t7-107E+ rulE : uRt DATE Fi0R2A Lie.4 44187 5 _-- SHEET 6 13 OF 20 WIMP ANGHOR+ ,�ACih'Cy(�n,) SCHEDULE FOR A GIVEN MAX, MET ER SPAN, a c O DESIGN N!» TLVE PRESS]+_RE RAnNG M A CORRESpONOING MOUNTING TYPE FOR CONCRETE OR 0 R BLOOCK INSTALLATIONS EE (SMo11470NGS L J.a Y E ON SHEET 7)FOURW CONCRETE POURED +WALK Oiflt h T2ENCN ANCHORS SPACING LEGEN0 QJ tU6VGUARD MOUNIIHG QWN.EffLODR MO(SNTHG ©WAt1/WAtX OVER MOUNTING SPAN "A( �9ew@ xE00AE PR35IIfE RAtEqW-a DRSCH lEG16E 14ESA4Q AOM9(pi sa OLSf9i WWKTAPCON AR MW bdiAsIx 0!991 lWWR PMM Raw(OB TAPCON Wt(H ADVANCED 3D 40 60173 1 90 1201160205 30 40 60 7S 90 120 160 M 30140 160173 90 i20 160 205 a0 40 60 78 80 120 160 2a7 THREADF{)IN TECHNOLOGY 1• 12 tD S a e t 1 3 3 7 T 7 s ALL POINTS SOLID-SET 3'^0' 14 12 10 9 a a' a a 12 12 12 t2 12 1x 9.5 7 7 7 7 7 7 7 7 : S 5 s 5 S 5 5 5 OR LESS 14 12 10 9 8 8 6 a 12 12 12 12 a5 a a 43 7 7 7 7 7 7 7 eS S S S S •5 S 5 5 SLUE TAP 14 12 10 9 e e a e i2 12 12 12 12 10 7.8 e 7 7 7 7 7 7 7 7 5 s s IS 3 6 5 TAPPER4• !4 t2 /0 9 a a a a 12 12 12 12 13 63 a6 3 7 7 7 7 7 7 S.5 4 5 3 5 3 5 S S 4 4-0, t4 I2 10 9 @ a a b /2 12 12 12 12 93 7 SS r 7 7 7 7 7 7 7 S 3 3 3 5 S a 3 14 12 10 9 8 o 6 5 t2 12 12 0.S a 6 4S 33 7 7 7 7 7 7 6.5 S 3 5 6 3 5 S 5 3 14 12 10 9: a a 6 6 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 53 S S S 5 5 3 5 S 14 12 10 9 a a 6 6 12 12 12 If 9 7 5 4 7 7 7 1 7 53 4 3 b S 5 S 5 5 4 3 14 12 10 9 a e s a ix /2 12 12 f0 7S 55 4 7 7 7 '7 7 7 7 7 S S 6. 14 12 10 9 a 8 6 6 1x t2 93 7.5 8 4.5 a.5 - 7 7 7 7 7 7 6 3.5 5 5 3 S S S 5 4 14 12 to 9 6 e 6 6 12 12 12 9.5 6 a 4.5 - 7 7 7 7 7 7 5.5 4 5 S 5 5 5 3 a 4 f SEE ANCHOR 14 12 10 9 8 8 a a 12 12 1.5 9 7.5 3.5 4 3 7 7 7 7 7 43 as - 3 s 5 s 5.7 3s - SPECIFICATIONS 14 t2 10'A 0 a 6 a 12 12 12 10 e 6 43 3.5 7 7 7 7 7 7 7 7 5 3 3- 5 5 5'T--r 6'-0' 14 12 to 9 8 a 6 e 12 12 8 E 5 t a - 7 7 r 7 7 i5 4 - a s S 5 s s 4 J" ON SHEET 13 14 12 7o 9 a 0" a 5 12 tx 10 a 63 b .75 - 7 7 7 7 7 e 43 - 3 S 5 S 5 S 43 - 74 12 10 9 @ a 8 a 12 12 fa a 6.5 5 3.5 - 7 7 7 0S 5.3 4 3 5 5 9 5 4 3 7'-0' 14 12 10 9 a a 6 6 12 12 12 e3 7 5 4 ] 7 -7 7 : 7 7 7 6 3 8 3 5 S S 5 14 1x 10 9 a 8 8 6 12 10 5.3 5 43 3 ? 7 7 7 6.5 S S 3 5 5 5 5 5 33 a u fa fo 9 e. e a e 12 12 es 7 a3 4 - - 7 7 7 7 7 6 - - 5 s s 5 s s f - 0 VALID ONLY FOR UO TO +70, -75 ti. 12 10 9 0 6 8 - 12 12 8.5 7 A5 4 3 - 7 7 7 a.6 4.5 3 - 5 5 S 5 43 35 - - PSF A.S.O DESIGN PRESSURE 14 12 10 9 8 s 8 - T2 12 83 73 6 4.3 3.5 - 7 7 7 7 7 7 7 4 S 3 5 5 5 S 5 S RATRNG-&-FOR-S 14 12 10 9 a a 8 - /2 9 @ 4.3 4 3 - - 7 7 7 7 5.5 4 - 3 5_„ _ SCHEDULE 3, 14 a 10 9 a n e - 12 It a_ a t.s - - s s s s s 43 - SHEET 11 12 13 Za 6 5 35 - 7 7 63 5 i S 5 S 5 4 3 9.-0. N 12 10 9- 8 6 - - 12 12 9.S a5 SA 4 J - 7 7 7 7 7 7 6 3 5 6 5 S 5 5 5 5 14 12 10 9 D 6 - D.S a S t 3.5 - 7 7 7 a S 3-5 - 5 S 5 5 5 4 3 14 12 t0 9 8 a - t2 10 a3 a 4.5 - 7 7 7 6.S S3 - 5 8 S 6 S 4 14 12 10 4 6 0 - !2 05 7 53 13 35 - 7 7 5.5 i3 1S - 5 5 5 4.5 3.5 14 12 10 f) a a - - 12 11 6.5 a S S.5 - - 7 T 7 7 T 7•i3 - 5 S S 5 S S S La [14 12 10 9 a e - 9.5 7 4.5 35 ] 7 7_ 7 3•S 43 - 3 8 S S i3 33 - 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 S S 5 5 43 S 12 SO 9 5 8 - 12 93 S 3 4 J 7 7 S 4 3 S 3 3 4 3.5 f2 10 9 8 8 - - 12 10 T 5.5 43 3.5 - - 7 7 7 7 7 7 33 - S S 3 S 3 8 3 4 12 10 9 a a - - a3 68 4 d5 a - - - 7 7 a . , - - - 5 5 5 5 , �1 ) HY BLADE 0N.LY12 10 9 8 b - - If b 33 1 - - - 7 7 7 6.5 4.8 - - - 5 5 5 Sj /12 10 9 a - - 13a.5 53 4•S 3.5 - - 7 7 43 15 - - 5 4. 3.a312'-0• 12'f0 9 0 - - 12 9.56.3 5 4 3 - 7 7 7 7 7 8 3 - S S 5 5 5 5 4.5 35 12 10 9 8 - - 8 6 4 3 - - - 7 7 S.e 4.5 3.5 - - - 3 S 5 4,5 4 3 12 10 9 B - 10 73 5 4 7 7 6 S S 5 5 5 4 17 f0 9 8 - O.5 a 5 4 SA - 7 6.5 4.S 33 - S S 43 33 3 12 io 9 @ - - - 1.$az 6 4.5 3,S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 S 5 f.4 3L /4 12 SO 9 6 7 55 J.5 3 7 7 3 4 3 5 5 5 4 3 14 12 SO 9 8 - 9 7 4.S 75 - - 7 7 5A 43 - s 3 S 4.5 4 , 4 !2 10 9 - 10 7.5 5 { 3 7 6 4 J S 5 4 J - - - i4'-O' 14 12 10 9 - - - - DS 8 5.5 4 J.3 - - 7 .7 7 7 7 4 - 3 5 S 5 5 5 4 J 4 12 10 9 - 45 S 1" 3 7 7 S 3.5 - 5 S 3 4 14 12 10 '9 - - = 6b 6.5 - 7 7 S 4 5 5 S 4 - 14 S /O - - 9 7 7 3A SS - 5 3 33 3 14 12 10 - - - - - to 7.5 - 7 7 7 7 7 35 - S S S 6 S S 4"J14 12 to - a 4.5 7 7 43 3 3 S 43 3.5 -14 12 10 - a 6 7 7 5 5S54I2 to - - - - - e.5 a3 - - - 7 3,5 3.5 - - - 5 5 33 - --O'14 S2to - - - - 93 r - 7 7 7 7 6 3 - - S S S S 5 4.5 3.5 - 12S4 1+ 12 10 - - - 73 3.5 - - 7 / - - - S s 4.5 - - - - FLORIDA BUIl01NG CODE(Ron High Velocity Hurricane Zones •1114�1P�,.. •. ���+� 02017 7h1EC0,Wk 92017 EASTERN METAL SUPPLY.INC. a �lt, cN, .. +.�, �...1._... THA TM rsr" � E64:, ,Q, ,,,�j',�� Accordion Shutter System 1 LIE C 0 , i - + KV. BLADE#1 W/OR w/o KV.141AilOW BIf X TILLIT TESTING & ENGINEERING COMPANY American Shutter SyE1tGmffi @ OESCRltUOR 041E DRAWN 8Y: LC. , "• ^i 6356 141.363.St.64,305,MR016A C•tADa4C na4D4 3316 _ _ Association, Inc. t OLD 15-OSS D7/27/11 DATE: -07]27/17 y --Ey� - ,, Pnaw:(305)871•-1520.rm:(335)67,--,531 4268 Westroods Drive x _ �+ •..,•....,. �6( 11 .-maR:neec4o44.�4n West Poim Beach, FL 33407 3 DRAWING No AL VO ,/1 R@-C006719 4 1 7-107 j1/L tYAtTEc A.0167 Jr,P.E. P.E. S�dC/StG;A6E/1)ATc fXORDA Uv.T 44167 c SHEET 14 OF 0 V'"�.:/"�tY'"YY •GENERAL Llu_RA710N3 1WO..C�'�IQQH���FS�t3 B�e'tWa G —7 ' s 1.LOC ASA.DESIGN PRESSURE UITVA+110,,- 110 p&f. 2.LAY.SHUTTER SPAN:or >.ALLOWED NOUNINGS:A.0,0&H ON SHEETS 8,7:AS WELL AS MOUNOW N.0,T.U&W ON SHEETS 18&17. ONLY CENlEA1NTES t�E.ay(80TH W 4 OR ARE NL 0 WITH 61 (S}q�q q N + CE'S w A sY HdG{L 11 G IAYWET w CASE OF OPP03txa YUSY BE INCLUDED ONLY AT EMRIOR ACCESS SIDE OF TVP.EAL.END ♦ •. ♦ j r • ♦ r♦ 5.(A)HN WINDOW SME II�1i SEMI!•ONLY ALLOW A MOA M OF 5 OPENINGS 4 0 13 (3 o HONES)FOR©PER AT SPACINGS SHOWN ON SHEET 4. (a)NN.ammm FRIG TOP OR emou EDGE OF HV MNDOW BLADE 1� MAIL 5 WlNOGVYS N ♦ ♦ OF AW 3-0 HOLIE FOR W SKULL BE it. ALLOWED AT HV ' WINDOW 8 TDE 0 ♦ (C)FIRST OR UO MADE CONING OUT FROM STARTERS AT ENDS NAY BE HY � WINDOW NTLApE p-A1J • e s s • • /^� • (0)HV WWDOW BLADE @ MUST BE URO ALTERNATE TO A SOLID HV OLAOEQ THROUGHOUT SHUTTER'S WIDTH. o s ♦ s r ♦ r r' (E) TES S1ULC ALWAYS BE RVALLED ADJACENT TO A SOLID HJ Bi/EE•1 AT EITHER 510E OF THEN. Irr i; �E ?AT SEE END ) 9 SIIIJL BE wSTAUEO SD THE,T TABS FACE CONNECTION 's ♦ • ♦ s r E INiEJOOR OF THE GPEHM PROTECTED.A 1YUIDOW MUST BE DETAILS ON SHEETS t♦ rr ONLY INSTALLED AND LOCKED USING A N7 SETTING TOOL PROWM BY ASSIL INC. fulL HEt1RLi. i T @4' PR d 8.SEE ANCHOR SPACING SCHEDULE FOR N AILAYIOHS Wo WOOD FRAME 'tBUILDINGS ON SHEET 15•AS LOtBEO By SPAN AND DESIGN LOAD(SEE NOTES P l ^ 1 k 2 ABOYE). 7.SEE a fid! POURED CONCRETE OR SPACING SCHEDULE FOR CUTE BLOC WALL ON SHEETS t&I 13 AS UUiTEB BY Li 1 SPAN AND DESIGN LOAD(SEE NOTES 1&2 AOOYE). F•L)(SEE PLAN FOR RE01AREUEINTS) _ 1 8.NCBMUM SEPARATION TO GtA55 SC11f6L0E,PER ASTM F-1996: D N !!''.r'�'��TYp TOP&BORON (yty� ql,(^,t Oq 6 7 ' WIND ZONE NIMUUM SEPNUTgN TO GLASS �� , -UNLIMITED WIDTH--- - t TNRU 3 T• ELEVATION UN.SORARAn N TO Cass — EIPSTING GLASS SCH'EOULE ON SHEET I/ON�( t 8.25• 1____ JANGO" THIS SHEET FCR BtJAfS & A Ny1 ttP. W/2 C�NORNATES 21 -,}'y`� t « } W/O wr(SE�NOTE s ABOVE) PLAN �� 24'<•� / TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t1A SHUTTER* FFEFEAAA'A. �'' - ROMA BUILDING CODE(Non High Velocity Nurricone Zone' w &\LIEN .GENS• d„P •02017 TILTECO.INC. 02017 U6TERN METAL SUPPLY.INC. F BERTHA HvTtA 1 L E C O w „� �,�,,, Accordion Shutter System . 9 K American Shutter S Clams V. -412#t W/CR WO N.V.1 MIN EUAOE y lh TILLIT IES71NG & ENGINEERING COMPANY Y EV.x DES"WrI&I OAK ORANN W. L.C. Q •.F v e35s N.x.xaw.sl,al•.:m,vacRCA cumws.ntatA sste Association, Inc.. ._ I.. --OLO"'15-085 7/27 t OATS: 07/27/17 t P''m :(30M)871.1530.Fox:(305)371-1131-. - - -4268 WOStrA0t18 Drive. 2 -mor.10006619, West Pain, t3eech, FL- 33407 3 DRAWING NO EB-0TrLUT j 1 7- 1 0'f - wAu•_tER A TN IIT:r.P.E N P.E. SEAL,/SIGNATURE/DATE fLCROA Uc.E 44167 5 SHEET !� 6 9 OF 20