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HomeMy WebLinkAboutProduct Approvals 1/20/2020 Florida Building Code Online I 8UaRA el � 4`'i L�"a + '�' v`Y'' t✓ � ��� .¢� •�&,.,,� .. .. .kTw:«k'' .• \'�' S:ca»uujr.vmw- o '^'_� g £9�'� :p. ?. �t k rv $. BCIS Home j Log In User Registration ! Hot Topics Submit Surcharge 9 Stats&Facts Publications contact Us BCIS Site Map Links Search .( Florida y Product Approval g� FUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED 3 a C FL# FL389-R9 CEO Application Type Revision JA� ZQ1Q Code Version 2017 permitting Depart- Application epart Application Status Approved St- Lucie Coun merit tv Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com I I Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative REVIEWED R Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email ®CC �I I Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Reg0krc eA yiLicenseld Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 - Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 I i Equivalence of Product Standards Certified By I hfps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D FDate e�IVFo 9/18/2017 Date Validated 010/18/2017 perj ?0?® Date Pending Date Approved BC Approval 10/19/2017 12/12/2017 St lUCP�copa'men Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWI G 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAW NG 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not sends electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,pleaseiclick here. Product Approval Accepts: eCMsY. I https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 I �I �--�--�- '---_-' _ . r _ VARIES (�)HV 9XI18(r STARTER HV SOLID BLADE (3_)jiV_,.UN UNIVERSALFLOATERouAunED CR USE W COVERED UNDER US PATENT # 6455179 QUALIFIED FOR USE W/ HV BLACE0 ,�)HV DIRECT MO HV 13LADE HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER BLADE ND .373*_ -SEE LI DNS OF USE OF GLAD ON --------- 6063-T6 ALLOY A415 TEMPER r`• 6063-T6 TEMPER 3.226.085- 1.500 670" 70 3.55W, 9 .670' 6' 072 842 4,897" .at 7 17 HV ADJ. A 4.436* 12 1..375- -------- r7- ADAPTER - .920— 0 072'- QUALIFIED FOR USE Pi/ HV N k. 26- (�)HV WALK—OVER TRACK =L BLADE(D OUAUFIED FOR u W1 HV HV TRENCH TRA EM'Jr 09 CK C�)HV ADJ. FLOOR TRACK BLADE ) QUALIFIED QUALIFIED FOR USE W/ KV QUALIFIED FOR USE W/ HV 6083-16 ALLOY A 0 TEMPER BLADE(t, ONLY. HV..RAINGUARD BLADE(1) 6063-T6 ALLOY AND TEMPER OUAUFIED FOR IJ W/ HV ND 63-76 ALLOY AR VARIES LADE VARtES 1.06' 6063-T6 ALBLOY A(1)llb TEMPS M.­ ow- Z ar .loo 083 .093- 2 670 A- 093A 670. 1.686* w 3,520, 3$20' 1 .7 ( � HV HEADER/SILL 1:';jj (1-1) H V CEILING MEADE jQUALIFIED FOR USE W/ HV BLADE(DONLY 0 HD-MLING QDXUFIED FOR USE W1 HV BLADEMONLY, 6063-T6 ALLOrT AND TEMPER QUALIFIED FOR USE W/�' hIV E fJ4 HD WALL HEADERaft. SEE SECTIONS FOR VALIDITY.- SECTIONS OR-VAO;ITY. QUALIFIED FOUSE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 AL OY AND TEMPER �I ONIY - 6ZV3-f0-AbLOY-"U TEMPER COMPONENT A a T1 T2 x Y It Mx XILIN,YjMN.t 2- 2' 0.125 2- 5-'JAYL 1/8- 1/6' 3- 10490- K 17 L tB 21 S'MAX, 0,102' 0.192- 19 CORNERPOSTS 7*MAX,10.190' 0,190' (99, QUALIFIED FOR USE V11 HV ALUMINUM ANGLES 2.5' M FIED FOR USE w/ HV 2* 5'MAX. 0.139' 0.131' 61363-%_ALLOY AND TEMPER -TS ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, BLADE QUALIFIED FOR,USE %V/ HV BLADE(1) r t) 6063 -T6 ALLOY AN BLADE W ONLY. 2017 EASTERN MEIAL SUPPLY,INC. I,o le'K A. 02017 TILTECO.INC. ....... -BERTHA w�/TM EN % Accordion Shutter System A.S.S.An KV. BI-AM#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems RCV.N. DESCRIPTION DATE DPAWN LC` TESTING & ENGINEERING COMPANY SP TILLIT Association, Inc. I OLD 15-065 07/27/13 . .1/2 rTA OF N.*,mv,St St..305.VRWU Wwisl FLOWA 33let 426B Westroods Drive 2 % Pho..:(305)871-1530.Fc.:(JI)S)871-031 ——DRAWING No ­­A:tat..*Ow West Palm Beach, FL 33407 3 17-107 WALTER�TIUA J.P.E. 4 - zo FLORGA,U�#44167 5 SHEET D?�L"%RA'�UE'/DATE 6 2 OF 20 4,660' 9 293' F64 HEAD OO CASs 2-- 2 .746 34' Siu"�D NAV.. DySIaP EIMKr0 �RGDEO ^WE CAST `b ) HOUSVC EWMEL mi ml RULED PA a,E •p Li '� S • 3 °el ry n °e CRESS t R" .G62" ' �� a iyi n 75 _ a 1.32$' j y o .318 ! ERlS$CYM.4oLR L(CARO CtuN -LA RR Q<ss'riQ� *I n &KEYS(OMM (owouE�urcD) 21 MY CENT RMATE °,s. CK UALIFIED FOR USE W/ HV BLADE I & I LY s w 1 25 w �V EGRESS LOCK 6063-T6 ALLOY AND T£MPEEW OUAtMED FOR USE VJJ HV BLADE 1 & aA ONLY °y'� G a `t QUAL(FIEDrFOR Wf HV QUALIFIEDOR USE W/ HV 6063-76 ALLOY AND TEMPER 23 HV CORNER CENTERMATE ONLY. BLADE I & �fgt ONLY. O ALIFIED FOR USE W/ HV BLADEQ1ONLY x-250^O.G. .$18- 7' 6063-T6 ALLOY ANA TEMPER PLASTIC HEAD 11 7 6' 4.01$' 2 UOLOED TO SCRE.W w n� n t (�2.074' 1.753' �+ •1 I` n 'a O6Z'I m 7s f. n 360'AFTER RIVETING • n ° `" `�'I �, as 1/4"0--20 X� ,a" BEFORE RIV`tT11iG t�• �t S.S. HUMBSCREW 1,f4"0-20 RIVNUT* SERIES 9444 ALUMMUM(2024-TJ A WY)LARCE FIANCE TWN P m� [- 17 � l case• I SHEER HUTEERT,PART I 052D.AS JERSEY 0705 DY R EOE1 PLAN `T FROIR'ELEVATION � HV MALE "T" LOC �E 4.566' !I CHERRf TOHV PALTERY,NEW JERSEY 07054 OR EOtML LOCKER OR "T" LOCK CENT MATQUALIFIEO FOR USE W%HV BLADE(1 ONLY ' HV FEMALE "T" LOCK CENTERMATE HV "T" LOOK HV ALTERNATIVE LOCA 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE QUALIFIED FOB USE W/ HV QUALIFIED FOR USE W/ HV BLADE 01 ONLY QUALIFIED FOR USE V(/ HV BLADE(1)ONLYV111-1V BLADEG`ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1�1 „ .917 j 3.1G1 T."•_`_'�_� I 14' RtUMDERRN dq 063' .052' m a 1 G• KEY CYUNDER .214• I OR .OGS .214' n n • .545' 0.e75'Mie. _ .4 ' 110 NI 1 .125'MOF. (�jl ,T� w( c w 1UI 0 O c QUALIFIEO FOR USE W/ HV BLADE(g&& UA QUALIFIED FOR USE V11 KV GLADE 1 & IA q4 HD 4 ' 6063-T6 ALCOY AND TEMPER 6063-T6 ALLOY AND TEMPER E Y , 0 s s QUALIFIED FOR USE V HV BLADE 1 &(t� �L 1/C a-x0 s.i,OR 7ERIF—S 6063-T6 ALLOY aAND TEMPER ..,�rn1uM6TURCYNDER OR KEY CYLINDER 1.78'Ma.. G Odd . Hd LOCK QUALIFIED FOR USE W/ HV W ADE�77, � 75'06063-T6 ALLOY AND TEMPER C)6_ 6 ACETAL jjV 1 J4" 0-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333HDOK DOLT LOCK. 5}INSTALlAT10N.WILL REgUIRE A 7/i HOLE THUMBSCREWS S,S•THUMBSCREWS OUALIFIED FOR USE %V/ HV BLADE& 'i-A/ OALLLED AT TRACKS FOR PROPER EDMENT UALIFIED FOR HV BtAO QUALIFIED FOR USE V11 HV BLADE Q FLORIDA BUILD114G CODE(Hon High Velocity Hurricane Zone 1+2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. {�tP� �ci N BERTHA Q,■ � L>rA■ Accordion Shutter System + RV DAM#1 W/OR W/O H.V.WNDOW BLADE Tti;d' /• � *` American Shutter Sy$tem$ Ev.N DCsCRIpRON DATE ORAYN 8Y: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/t7fi DATE: 07/27/17 STATE OF � 635 H.W. a(J05)877-15301tRCNA ONIMM.nCRoA71J31 4268 Westroods Drive 2 DRAVANG No l00o¢67oIs com West Palm Heath, FL 33407 a 17-107 7�'07 4.75�•••••Et•(......�'.2�ttl' WALTER A.TILUT 4t.P.E. P.E.'�aE�+113�A flE'%QATE rzoxnA ue.t 14167 6 SHEET OF 20 � | FLORIDA BUILD CODE(Non High Velocity Hurriccne Zone: ^ .. � 4. *'N CKS AND CENTERMATES I.LIANDATOHTY CONDITION Ji: ONE HV LOC!(IS or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN � « *}p, j OR 12'ABOVE OR I1VW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTALLTIONS.ABT ANY- EtEVATtON. HY LOCK y2j of 5 MAY BE US£o AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOOR CENTERMATES W/(2) 1/4.0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA _ SHUTTER ELEVATION. 2, PDQ OVAL ,{'pi,r is h: IF DE I OR FOR SECURITY PURPOSES, UP TO TWO NY LOCKS q3 ,CC,!OR 2§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q3, --��"�� OR SFV t BE AS IND V LOCA IDH0 BE AS;NOtCATE4 ON TI'P1CAt.SHUTTER ELEVATION. 1gB-HyYo-- 'V x - �7 1I /2 IS USED y(l1YlQ_H Y y LOCKING RODS ARE NOT REOUIREO AT URRICANE POSITION, BUT MAY 4 at 5`kA�b-o— 44` 04 5 B£ USED IF O 51RE0 TO ENHANCE SHUTTER P£RF4 MANGE LOGKfNG RODS OR AN ALTERNATIVE DEVICE IAAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), J4. ONE MV LDCK ¢[�}SHALL BE USED AT CORNER R ANY SPAN A o °IF AND INSTALLATIONS AT T1T F�YATI9HrHV LOGGK f0y4-0c- SHALT BE—t15 OUTSIDE OR INSIDE LOCK, ATTACHED TO Q3 CORNER CENTERMATE W/(2) 1 j4 0-20 x T/2`LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Sq 3 AT TOP&BOTrOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a noeI xvt� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, Q I( ) E- $ S3 ONE ALTERNATE HV LOCK MAY BE USEQ,;N LIEU OF HV LOCK or FOR ANY SPAN AND IIIIllllll x INSTALLATIONS AT ANY ELEVATION.AL RNATE LOCK Qq 14AY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT ( � D- tc OF 1/4.0-28.3/4`S.S.THUMBSCREW TO QI OR�' CEnJRIATES SHALL BE MADE W/ 1/4'o-20x3/4'ALUM. RNNUr AS SHO ON SECTION HVE, SHEET 8. ONE IOGK Sf1AL.L BE USED AT 1/2 OF SHUTTER SPAN OR 'R90 _I LOCKS AT 1/3 OF SHUTTER SPAN. 16.Al �!ANOATORY CDNQ(nQ){ /3 FOR KEYSTONE MQ6M NG INSTALLATIONS: ONE HV LOCK Gor a 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 t! Sill 11TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or @ or(g?MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @I or&SYMMETRICAL CENTERMATES W/(2) 1/4"-2D x 1/2"LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHAD,BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 F [ H I J x L u P 0 A V W x SHEETS8 TYP.FULL " i *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I OF CORNER ---'UAiU1tliEU M1pTM CENTERMATE �ONE ALTERNATE HV'T" LOCK MAY BE INS TILLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALT NATE LOCK t_ AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �tO OF LOCK la INCLUDES USING REINFORCING LOCKER, AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 1Q, SaT 1(, *SI°3ca(I f§.'1 5R CONNECTED TO CENTERMATES 0 AND�W/ 1/4.0-20 x 1 1/2'LANG S.S.THREADED BOLT W/7/8'0 x 3/32' . -@- @ WINGNUT OR W/ 1/4'0-20x1" S.S.M.S. INTO A 1/4'0x 5/8"RNNIIT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7, on 6 17 18°p MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. ®• 18 T(�S• �T s•c «�T�a•ria *NOTES QN CJD LOCKS �tyjE$MATI : 1. Ito LafK 3l2�RMA �Lpx 32 WI(33:ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU of TYPICAL i�V BLADE SHUTTER ELEVATION HV LOCKS�OR�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK 8MAY BE USED PS AN INSIDE OR,OUtSID LOCK.ATTACHMENT OF HD LOCK TQ IS W/3#8 x 3/8'F.H.SALM.S..AND INCLUDES N.T.S. REINFORCEMEHTC IHSERT AS SHOWN ON SECTIONS HOB— AND DC—HHVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR,12'MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS�S IS COMPLETELY OPTIONAL - tJHJJJJJnrr..v,�i _____URIDA Q Q on igh Velocity HJrriGone ons 41t1�12N. .� ...-./ +! ��070,7,1LTEGo.INC. C42DBERTHA17 EASTERN METAL SGPPLY. INC. ' 111.1 E C Q A■ ■ .,�■ Accordion Shutter System N.Y.BLADE#1 W/OR W/O M.Y.1MNE M/0_4DE t -,a American Shutter Systems REV.x DtSCRIPTIGx DATE DPAWN DY: L.D. �? It TESTING & ENGINEERING COMPANY TE OF TILLAssociation, Inc. I OLD 15—OB5 1127/sz DATE: 07/27/17 © TQ •. eJ55 N.W.3cx,. 5)see.3Da,V.RGeDA (305)871-1531 305).1-153 33+t 4266 Westroads Drive 2 Pnone:(]05)871-1530.FOK:(305)B7t-1531 DRAWING No ;' �,''...,• t� c—mol:t41...fta'.um West Palm Heath, FL 33407 3 o 17_107 =s/0NAL��'�' WALTER A.TIWt -P.E 4 +� FLORCA Uo.1 4067 5 SKEET P.E. SE Sit"1TmE/DATE 6 5 OF 20 POURED ONCRIIE ANCHORS POURED CONCRETE POURED CONCRETE- (SET SCHEDULE ON OR CONCRETE BLOCK CONCRETE NCRETSHEET 13) REQUIRED 1/4'0-20x3/4'SS. REQUIRED t -- CONCRETE ANCHORS NACHINE_SCREWS — CONCRETE ANCHORS I I 18 Cr5t0vE(SEE uDUN0rt0®CN 5lIEET 7) 'I - / /4-20 ,' ,_(SEE SCHEDULE ON V! 1 (SEE SCHEDULE ON SHEET 13) 1 SHEET 1J) NUTS O 12'O.C. I( I' I, - 12 OR�� I Min. !/4`0-20x3/4'S.S. Min. ' ED EQ- MACHINE SCREWS -� 1 USING 1/4•-20 NUTS - 19 EO EQ tfz ILII o Iz•D.C. I 1/z' E.O.• 5.250-Moe. t -'-- I 13 OR $ ---- (� I S t ` - - ! ---- 13 0R i 1 E.D.• r , : , I I I .250•Mo.. c D.•- �'' > (.250' E.D. OPTIONAL I7 1 i i 1 I _OPTIONAL I —� ' UN SWARIMN !—,�'i r£POR�e o mac 1 OR �♦ f%15TINC ON 9fLT,Y TUR 1 MIH.SEPAI7ATIDIJ 70 GLASS 1 1cI06®ems I I I I� 1 E%CLASS (SEE SCHEDULE ON SHEET 11) GIgSS—i i MIN.SEPARATION TO GLASS I I 1 r(SEE SCHEDULE ON SHEET 11) %ISRNG 1 I I cuss— D 1 @ NV WALL HEADER INSTALLATION 9J HV WALL HEADER INSreI�eTlnN KEYSTONE EXISTING 1 t MIN,SEPARATION TO GLASS r, GlAS ro liSEFA(�L 1 1 t 1 OR 111♦ I I I 1 (SEE SCHEDULE ON SHEET 11) I I ) SOC4JlE y� i.� MIN.SEPARATION TO GLASS DIGlFSS� `-11 FOR BLADE ONO I (SEE SCHEDULE ON SHEET II) OI SHOD 19 TOR J ' eM6O)h� 1 ' E ISTINGrLASS � 1 f OPTIONAL � i � i i .E.D• I I I , iii i i q i OPTIONAL i 1/4'Mo.. E 0.• 1,�---- E.U.•1' I i I I ED. OR 15 Ii /2'- 13 OR `�Eo Eo-7 12 OR 14 L_---- T• 1/4'0-20.3/4'S.S. `Min. d EQ f0 PHILLIPS TRUSS NERD �� � 1/4'0-20x3/4•S.S.PHILLIPS L r CONCRETE ANCHORS MACHINE SCREWS USING � } ` CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) - t'�I 1/4i-20 NUTS O 12'D.C. ' (SET SCHEDULE ON POURED CONCRETE Mtn. POURED CONCRETE 1 SHEET 13) W/ t f4•-20 NUTS 6 12`O.C. CONCRETE BLOCK �S'� • OR CONCRETE BLOCK NCREIE ANCHORS REQUIRED W REQUIRED N �HV WALL SILL INSTALLATION (SEE SCHEDULE ON C RED CONCRETE— SHEET 14) FQ HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED ( HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SFcnaNs: 1-SEE SHEET 4 FOR TYPICAL,SHUTTERI N S TA LLAT I0 N DETAILS W/ ASSEMBLY E,0. -EDGE DISTANCE =MEE OF USE �J`,2-MOUNTING SECDONS CAN DE COIABINEp (SEE SPECIFICATIONS ON SHEET 1J) HEET 19H Y BLADE IN ANY WAY TO SUIT ANY INSTALLATION. Ayy FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \L '• 02017 TILTECO,INC, ® \\\ \CEN •. 2017 EASTERN METAL SUPPLY,INC. ERTI A VTM 4 7 A■S■S■A■ Accordion Shutter System L E C Q N C, H.V. BADE#1 W/OR W/O H.V. WINDOW BLADE \\� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems C4.N oCSCRIP110N DAM GRAYR!A* L.C. �`'''•. ff \\ 6355N.W.J&t,ST,St•.305.11RCNAGRDENS.11CR1A3316 Association, Inc. I OLD 15-085 7/27/t DATE: 07/27/17 ) ••..... C'-T PW.:(.305)871-1530,ro.:(sas)e7L-15x1 4268 Westroads Drive 2 ,S��NAI ENG,Ij11 e_m ie u0006 19,cem West Palm Beach, FL 33407 3 DRAWING No 7 �iy��Aylr•" WALTER A.71LLR Jr.P.E. a �� O P.E. 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KV. BLADE#t1 W/OR W/O N.V.WMW BLADE ~ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.14 DESCRIPTION DATE DRAWN BY: LC Association, Inc. T OLD 15-085 7/27/7 DATE; 07/27/17 5 ww,63536v,Si•Sta.305.N6 RV OOWiS,FORMA 3310 Phone:(JOS)Ba1-1530.fox:(305)371-1531 4268 WeStroads Drive 2 "�srONAL EN�'�t11t v- a:alao0aa.cwn Vilest Palm Beach. FL 33407 3 -DRAWING j O' ...... � ED-coO6710 ~r '•rrnrrArrrr,) WALTER A.TILLTr 4n P.C. a P.E. SEAL/SIGNATURE/DATE Q1S6c 1n 1 44167 a SHEET OF 20 _ ETS 10 6: IS SEE NOTES ON LOCKING RODS(D.NV LOCKS®W2@ oUT INSTALLATIONS WZ 1 HV AND ALTCRN4TE HV LOCK ON SHEET 5. EXISTING GLASS **BLADE SLACK DETAL HVF 15 VALID FOR ALL I BLADE W HV C E NT E R M AT ES CENTERNATEs APPLICATION riTrH SLADE{j) Q oR�o4©•Q���('�,°"10 •�`" OR SEE END WAIL CONNECTION EXISTING GLASS DETAILS ON SHEETS �� - - —.--- ---- - ---- -------L--_ — _ _ --_ ------- — 2'S2'x,/B'.D"-2 3 1/4' 7- (6063-TB ALLOY)ALUM, a �:t ! 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SD' I * C.7 * « I/ OUT 6 t/2'MAX.SLACK a T (EXTERIOR)� HVE FLORIDA BUILICODE N on High Velocity Hurricane ZoneOUTTHVF** HVD 4 11 L: .•'— w� 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ��, ;Ai •.. B BERTHA HVTM ASIA Accordion Shutter System i L E C Q Nc�. ■ r ■ ■ Iry 1 w/OR w/o rLv.4ANJ(7N BLADE TILLIT TESTING & ENGINEERING COMPANY American Shufifer Sysiems .H DcscalPrmN DATE DuriT1 BY: L.C. Association, Inc. I QLD Ts-ass 7tn/T DATE D7f2rfT7 6355,I..W.Md A..St,.365.VMCNA CAR00+5.TLcpzk 35iff 4268 Westroods Drive 2 '�•�•• 4�+'-i� Phone:(]05)871-1550,Fox:(]05)871-1531 DRAWING No TTL a--I:OWCOO.W.oam West Palm Beach, FL 33407 3 S� itA���iiy�•+'i M-WD6716 , 17-107 ��'Yrr % T WAVER A.TILLR Jr,P.E i SHEET r rrrl�� FLOA:QA tta.d 04187 P.E. SEAL�SIGNATURE/DATE 6 _OF 20 _— ---- *—POURED CONCRETE .. 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TILWT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 OtTE: 07/27/17 b355 KN.36U•.SL.Sw.305.PHRGhu CAROM,FwfWA 331 (705)671-7530.f":(305)671-1537 4268 Westroods Drive 2 DRAWING No •�y�(�Natr`7',ttttl 0-0: -m E97000«679�m West Palm Beach, FL 33407 3 ,�'�,�O�. Jf1I WALTER A W.UT J,P.E. 4 TLORSU Lic t <us7 3 SHEET P.E. SEAL fS1GNMTURE/DATE 6 10 OF 20 I MAXIMUM SHUTTER SPAN* "W OR MAXIMUM SHUTTER SPAN* "L+" mmimum SHUTTER SPAN*"L+- INSTALLATION LEGEND (ft.). FOR INSTALLATIONS W/ =METRICAL OR -L-- (ft.) FOR OR -L-- ((t.) INSTALLATIONS gEtaE&M @ & @ at QJI or INSTALLATIONS W/' PpqpG SYMMETRICAL CENTERMATES CONCRETE & WOOD (1) L+z MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 W/ ONE HV LOCKS MANSCRY POSITIVE A.S.O.DESIGN PRESSURE RATING. L-; MAX.ALLOWABLE SPAN FOR A GIVEN NEGATM LOCK (2)W/ 0& N/ NO LOCKING WALL A. B. C, D. E. M. N. 0, P, 0, A.S.O. DESIGN PRESSURE RATING- HD L NO LOCKING ONE ROCK .1 @ or @ CENTERMA��28G 29 W/ ONE W/ NO LOCKING RODS(5 RDS MOUNTING F. K & L R, S, & V. LOCK 30 V7/TWO LO(IONG (SEE NOTES t,tt) (VAUD Felt Moulawool (2) PROCEDURE TO DETERMINE I"MUM SPAN FOR RODS 35 TOP & 8 M EE SHEET 7) FLOOR/CEILING G, H. 1, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONIMRE�1100d INSTALLATIONS IAAxwv14 CONCRETE&WOOD CONCRETE MOUNTING M GIVEN A POSOWE A.S,D. DESIGN PRESSURE RATING, WIMIM I INSTAI I ADONS VAVV� A.SAK DMON ASO.DEW SID,DCSICN INSTALLATIONS PACSSURE WALL MOUNDUG FL00%CENIUNG PRESSURE WALL MOLRAle. mssufll FLOGRItOUNG Mowawu- DETERMINE MAXIMUM SPAN 'L+*FROM SCHEDULE ROM MOU M r RAT= OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. FLOOR/CDUNG MOUNTING I.OR 1) FLOOR/WALL MOU14TLNG DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE L-(0) L (4) L (R) t.4 (ft) L (ft) L I (a) L-(11) MAXPAUIJ SHUTTER SPAN -L+-OR %--FOR TO ORLES _16'-O" 16'-0' 7=3' —7-5- 30 1 G'_O. 16'-G­ —30 16'-Cr 16'-G' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN is EQUAL TO THE 3-5 Is- t6'_10' 105 DST.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+*AND 'L35 -*. 13-10" —40 13'-10- 40 15*-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 15'-2* — 13!-101 COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 -1-37--1—1 IX-l" IS-4* 14*-3- 45 13'-1* 13•-1' 45 13*-4* 14--3' t Kv CORNER CENTERMATE #3 MAY BE USED AT ALL W1 FLOOR/ MOUNTINGS; L F 50 12'_5* IS-7- 50 12*-5" 121-5, 50 12'-3' TT__1_ MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS 1. SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 111-10* II'_IO* 12'-1* 12'-11* 55 ll'-10* III-to' 5 — FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE N 60 -117---4- 1 V-4- 11'-7' 12'-4- 0 11*-4" 11'-4' 60 16-2* la'-11, OTE J6.SHEET 5. RATING: 60 DETERMINE; 65 lo'-10' 10'-10' 11'-1° II'-11" 65 101-10' 101-10* 65 10'-11 L,+. MAX,SPAN FOR WALL MOUNTING INSMIATIONS. -T_-Sr 0 7U-6— iO�9 ll,-5* K70 )a,-$* To'-6' 9-4' L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 70 -;Or-_P -1-1 7--v 75 75 10'-1" Io`-I' 75 ttEXCEPT THAT I"MUM SHUTTER INSTALLATIONS. 10-0. lo'-9- 80 9'-10* W-16, SPAN-L+'OR'L-*ANO MAXIMUM AS.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 8 85 W-V IV-5, 85 W_6" W-B" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING; W-1. W-3. DETERMINE: 90 90 S. OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: — -3 1- CONNECTIONS TO KEYSTONE MOUNTING ti­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS_ 959'-1)- 8'-9' 9*-2* 0'-10- 95 01-0* W-1)" LIMITED TO +64.-72 p.s.l, AND 8*-0" SPAN, SEE L2-. MAX. SPAN FOR FLOOR/CEILING MOUNTING _j7-9— _j7—-9' W-9, 8'-4' lot) B' r -0' - -7* Too MOUNTING G)ON SHEET 7. INSTALLATIONS. IOS j_-7- g'-4' 105 8'-7- 71-11- 9'-2' Ila 8-4* 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE Ila 8'-4- r-7* 8'-T MINIMUM BETWEEN 'L,+', 'L2.', "Ll-'AND'L2-' �V-fil - -_ SEPARATION TO GLASS SCHEDULE 120 a.-O. 6'-Il* 8'-2' a,-,. 120 Br--C'- W-11, (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 77,W -w— _�:� ALLOWABLE SPAN AND NEGATIVE kS.M DESIGN 4--=R�� - 130 —6'-5`- 71-10' 8'-1' 130 7'-8' 6.-5. PRESSURE RATING TO DETERMINE uOILIUM ANCHOR 135 -77-7- 6'-2- 7'-9- 9- 1,35 7'-7* 8'-2'* WIND ZONE MINIMUM SPACING. 71-5" F_ ASTM E-1996 SEPARATION Tl__ -ir-7_- 7-—v 140 145 7'-3' 5*_9_ 7'-S' 71-3. 145 7'-Y TO GLASS ISO 7'-2" 5'-7- 7'_4- 7._01.90 1'-2- 155 7'_0r 5-5- 7'-2- 11-1. 155 1 THRU 3 160 6'-11" _-5`-_2' 7'-1` W-7" 160 6'-11" 5'-2" 165 6'-10' 6*-1' 7'-0' 6'-4- 165 W-101 V-11 170 6-9- 4'-11' 6'-11' 6-2" 170 6--9- 4'-17- 175 6'-7- 6.-9. 6'_O' 175 6'-7- 4'-9' 180 W-6. 61-8* -5'-10' 180 'w_'. 4'-6' 10 HV BLADE 105 6*-5, 4'-5- 6'-7' 5'-8' 185 1'_5' 4'_6 6'-4' 4*-5' 6`-6- 5*-6' 190 6-4* 195 W-3' 4--r W-5- W-5' 195 6.-3. — j�_-2- 4'-2' 200 V-2- 4'-2- 6'-4- S'-3- 200 [f f B. Zone 2Q5 6'-t' 4'-1- 6"-3" V�-1 205 6"-l' div FLORIDA BUILDING CODE(Mon High Velocity Hurricane @2017 CAST ERN METAL SUPPLY, INC. 02017 PLTECO,Inc. HV ;$JEW ...;p BER_THA TIA Accordion Shutter System L Eq A.S.S.A. RX MADE#1 W1 OR W/O KV.WNM MADE Shutter Systems N.N. DEsavpm DATETILLIT TESTING & ENGINEERING COMPANY Association, (nc. I OLD 15-085 )7/27/17 17 6355 11M.36,h.St,Sw 305.'ARG.'A CARDINS.rLcpzl Mitt 07/2�7/ 4268 W Ph­ (303)871-1530.F.x:(3115)871-1531 estroods Deive 2 —DRAWING No ........ ­01 wt..ft"I­rn West Polm Beoch, FL 3.3407 P3 17-107 01 Al- WALTER A,JILLIT Jr.P.E. ---- ILOROA Lk.#44167 5 SHEET P.E. RE DATE 11_0F 2_00 -- +AXI 4hCHOR� Sp iCINi3((n.1 CGFiEDCILE FQR A NlAAX. SH 7TfFH R RpAN. A 9 n p ref NEGATIVE PRESSURE ilaTING AND AS,ORR jPONDINO MOUNTING TYPF FOR CONCRETE OR CONCRETE ANCHORS SPACING_LEGEND IONS POURED CONCRETE SEE u0Dr4n77c5 A,$,c,o AND ou SHM a POURED CONCRETE BLACK TAPCON OR J12 WALL HF/A NQUNTINC A WALL HFJ1D AlOUN[INC WALL HF/AER AIQUNRNQ 0 WALL SILL OU NO 0 WALL SILL QUNnNG C&F WALT.HEADERjSILL TAPCON WITH ADVANCED WAVWJW HEW w C�3 W W/ MQUNnNG THREADFORM TECHNOLOGY W ,TIMM TIM ME P�d.WIND ASA 0t]N77 aLGftAE PfS}SItU RADNC ASD.OL90tt HE.F' E PAN19 ALSO. t1EGU7.£RtESWU FNTED ASO.W.XN 1FG16E PRISM p1MC ASA.DOM WGUK PW-%L E RAliYO ALL POINTS SOLID-SET 40 $0 75 90 12D 180 205 30 40 60 75 96 IIID 760 205 3D 40 80 75 $D f70 180 205 30.4D 00 75 90'120 160 245 30 4fl- 60 75 8o 120 160 205 30 40 GO 75 40.i30 160 2D9 BLUE TAP 1T td 9 8 8 a 6 14 1T 1 9 tl $ a 6 74 7T 10 9 8 B- 6 8 14 12 10 0 8 6 6 - 14 12 10 9 8 8 8 5,5 8 8e 8 8 8 7 5s3` 12 10 9 8 $ 8 b t{ 12 10 9 8 a 6 8 i4 12. IO 4 8 @ 6 6 at i2 70 0 8 @ @ 8 ti i2 10 9 E 8 6 8 6 8 8 8 $ 9 8 8TAPpERt OR12 10 9 6 a 6 S 14 12 10 0 e A 6 6 14 12 10 9 8 8 6 6 14 12 f0 0 a a 6 3 14 12 10 9 8 a 666aaa805 t2 10 9 8 8 8 8 t4 t2 10 9 a 0 6 6 14 12 t0 9 8 8 e 6 it 12 iD 0 8 8 6 - t4 72 70 0 8 8 9 8 8 8 8 8 $ 8 8 7 12 io 9 8 .0 8 I tt 12 t0 0 a a 0 6 14 t2 10 0 B ,B b 5 l4 12 10 9 8 1 - ^ 14 12 10 9 a 7 9.5 - a a a 0 6 7 9.5 44' 12 .10 0 9 8 0 4 14 12 10 0 8 06 14 f210 D B '6 6 a 14 42 10 ,9 B 8 5.5 - 14 12 10 9 a a It 6 a 8 B B 8 8 9 a 72 SD 9. 8 0 1.9 - to t2 70 9 8 a 6 i ti t210 0 8 8 b 8 14 72 r0 9 8 a - - ti 72 70 0 $ $ 8 - 8 8 8 8 8 8 83 S12 10 9 8 0 8 4 14 12 10 9 6 8 8 6' Ia 12 10 0 8 8 6 6 14 12 10 9 8 d t4 12 tO0 8 a 8 $ 8 8 8 8 B7 6.5 12 t0 0 8 6 45 - 14 12 10 9 69 6 35 14 t2 to o a B 6 a 14 12 to 9 75 - - ti 12 10 9 7S 55 - - 0 8 8 8 7.5 SS 4 3 '� SEE ANCHOR 5' 12 10 9 6 8 45 - 11 12 10 9 8 $ 8 3S 14 12 10 9 8 8 0 6 14 12 10 9 a 7 - 14 12 10 9 b a 6 - a a a a a 8 eSPECIFICATION$ 12 10 9 8 9S ^ - 14 12 to 9 9 6 4,5 - 14 12 10 9fl 8 6 5 tt 12 tD 9 8 ] - 14 t3 ID 9 8 7 - $ 8 a $ 6 7 5 4 12 10 9 6- a 4 - 14 12 10 9 a 8 6 3.5 14 12 109 8 e 6 6 14 12 10 q a - - -' 14 12 10 0 e 7.5 - $ a a 8 a 75 S.. 1 ON SHEET 13 12 10 9 6 5.5 3 - 14 12' 10 0 8 a - 14 r2 10 9 8 8 .6 5 14 12 9,5 7.S 4 - ^ 14 12 9.5 7.5 4.5 6 8 a 7.5 6.5 4.5 ].5 12 i0 9 8 5.5 - - 14 12 10 9 8 6 4. - t4 12 10 9 a 9 6 b u 12 70 9 a 4 ti 12 t0 O 8 8 8 8 a B 8 8 7.5 11 12 10 9 8 3 - 14 12 10 9 B - - 14 72 10 9 a •9 5.5 3.5 fa 12 10 9 1.5 - 14 12 10 4 7 - 8 8 8 8 7S 5.5 4 3 i{ 72 10 9 8 6 - ti i2 70 9 8 8 4 - 14 12 10 9 8 8 6 5,5 14 12 10 0 S - - ti 12 t0 9 8 ib - - 8 8 8 8 8 6 4.5 - F7-014 12 10 9 6 4 - - 14 72 t0 9 8 &5 3 - 14 12 ID 9 a a 6 - 14 12 8 4.5 - - - 14 12 0 @5 Sr" - - - a a 8 8.5 55 4 } - - 14 12 10 9 8 4 - - 14 12 10 0 e 5.5 3 - 14 12 10 0 8 8 6 - 14 12 t0 0 6 - - f4 12 f0 9 a 7 - 0 8 e b 8- 6 7.9 @ ti t2 10 0 4.3 - - t4 12 10 0 8 4 - - 14 12 10 7 8 7 4 - t4 12 IO 9.5 - - - •- ti ,2 10 8 15 - - 8 a 0 14 12 t0 9 7,9 75 - - 14 12 10 0 a a - - 14 12 10 9 8 6 B - 14 12 10 8 - - - I4 12 r0 &5 7 - - 8 8 8 8 7 5 { 14 12 10 9 55 3 - 14 t2 10 9 8 4.5 - - 14 12 14 9 6 8 - 14 11 7 - - - - - i4 11 7 9.5 3.S - - - 8 a 7 5.5 4.6 3.5 - - 14 12 10 o S.5 - i+ r2 f0 9 6 45 _ - 14 tx 10 e 9 e - - l4 12 10 7 4 - - - 14 12 10 9 a 3 = 8 6- 8 8 8 7.3 7 + *SEE L7M A710N5 OF USE FOR t4 12 f0 3,5 3 _- - 14 12 70 9 a - i4 12 t0 9 a SS - - 14 t2 8s 3 14 12 &S 7 4 8 '8 6 7 51 4 3 DLAOE to ON SHEET 19 Ii 12 f0 9 S - 74 12 10 9 8 1 - ti f2 t0 9 8 8 - - 14 12 95 - - - - - 14 12 9,5 7.5 4.5 - - 8 a 8 7.5 6 4.5 - 14 12 10 a5 4.5 - - - 14 t2 10 0 7.5 - - - 14 12 10 9 a - - 13 OA 4 - - - - 13 9.516.51 5 - - - - 8 8 IL5 5 4 J ti 73 10 6.5 4 - - 14 12 10 9 7.5 - - 14 12 10 9 8 - - 14 72 10 5 - - - 14 73 t8 9 69 _ _ 8 E e $ B 85 8 ] 1 r2 &5 4 - t4 12 t0 9 4,5 - - t4 12 IO 9 7.5 ^ - 14 It.S 4.5 - - - 14 11,5 7.5 B 8 8 75 6 5 4 14 12 70 8 i - IT 72 to $ 7 - - 74 42 t0 9 8 - 14 12 5 - - - - 14 12 A 8.5 -� - - 8 a $ 6.5 9.5 4 - 14 12 9.6 5 33 - - 14 12 10 9 5.5 - - 14 12 IO 9 6 - - 11.5 8.5 - - - - 11.5 8.5 5.9 - - - B a $S 43 J-0 1_4 t4 12 95 5 3.5 - - - 14 12 t0 4 55 - - 14 12 10 9 8 - - - 14 12 7 - - - - 14 12 10 75 5 - - 8 0 8 8 8 73 4.5 = t4 72 5.5 3 - ii i2 10 B 3 - - ti 12 IO 9 fl - - ti LOS J - - - - i{ LOS 7 ]s - - - - 6 8 7 55 4.5 3.5 t4 r2 9 4,5 3 ti 12 t0 9 5 - -- 14 12 10 9 8 - 14 11 - - - - - -- 14 it 7.5 - - - 8 8 76 6 5 - - i{ 12 7 _ _ .. _ 74 12 to - - - 14 12 t0 - - - - 405 0 - - - - - _10.5 a 6 - - - 8 e 5 4 3.6 _ _ - 11`^0�14 12 7 - - - - 14 12 t0 - - 74 12 10 - - - - 14 12 5 - - ti 12 10 - - _ - a 8 a 9 8 7 J_S _ 74 12 1 - t4 i2 t0 - - - t4 12 70 - - - - 125 95 - - - -t25 9.5 8 - - - S 8^fl 9 4 } 11 12 $S - - t4 12 10 - - - 14 t2 10 - - - 15.5 10 - - - - - i+ 10 7 - - - 8 8 7 5b 4.5 - - f4 l2 9.S - - - - t4 12 10 - - - - 74 12 10 - - - A5 7 - - - - - 0.5 7 ].5 - - - - - a 7 4.5 3s 3 - - - 12'-0 ti 12 5.5 - - - 14 12 10 - - - - 14 12 t0 - - - 14 12 4 - - 14 12 10 - - - 9 ! 8 8 B 8 3 = T4- 12 3 - - 71 12 8 - I4 12 10 - - Ir5 0.5 - - Ito 6.5 4 5 8 IS 45 4 ti 12 5 - - 14 12 10 - - - - f4 12 10 - - 123 9.5 - - - - - 73,5 9.$ 4.5 - - - - $ 8 8. S a - - '��""7"" 14 1x - - I4 12 - - - 14 12 - - - - 9 4.5 - - - ^ 9 Bs - - - - 8 65 4,5 3,5 -3 - - \, HV BLADE OR C1 HV BLADE T3`-0• 44 12 _ 74 12 - _ - 14 14 - - ti i2 _ - _ _ 44 i2 - - 8 a 8 a 8 {.5 _ _ W HV WINDOW BLADE 74 10 - - 14 12 - - 14 12 - - 0.5 55 - 0.5 8 - - 8 a 5 { 3,S - 14 t2 - - - 4 12 - - - - 14 12 - - - - - 175 6 - - - - 11.5 0.5 - - - - - - 8 8 54 4,5 - - i4 12 _ _ _ - 14 t2 _ - _ _ ti t2 - - - - - 6 3 - _ _ _ - _ g g _ _ _ _ _ _ 8 8 4 3 - - - WdRKiNG IN UNISON 14 12 _ _ _ _ - 14 1 12 - - - - - ti 9 - - - - - 14 12 - - - - - 8 a 14'-0' 14 7 - 14 12 - - t4 /2 t0 4 - _ - _ - 10 7.5 - - - T4_17.5 - - _ - - 14 12 ^ - - 74 12 - - - - 10.5 1 - - - - 10.5 B - - - a 8 5 4 - - - - 14 - - - - 14 - - - - - 14 - - - - 75 - - - - - _ _ .5 •. - - - .• 7.5 55 3.5 J - - - - 14 _ _ _Z_ i{ .. _ _ 14 _ _ _ _ 6 8 0 7 7 JS - t5'-0' ti - _ _ _ t4 - _ _ _ 1{ - _ _ _ _ _ q _ _ _ _ _ q _ _ _ _ _ _ g 7 ii - - - 14 _ _ _ _ _ i{ - - _ - - - _ 10 - _ _ _ _ _ iq _ _ _ _ _ _ _ 8 7.5 5 i _ _ 14 14 - _ _ _ _ to _ _ _ _ _ 7 _ _ _ _ 7 _ - _ - +±7 3,5 _ _ .. ti - - - t4 - - - _ _. _ 14 - - = - - ti - = - - _ 34 - _ - a 7.5 @ 3 j_4 T7 - w 5 _ _ _ _ _ g5 _ _ _ _ _ 45 FLORIDA BUILDING CODE(Non High {velocity Hurricane Ione t 1' 02017 EASTERN METAL SUPPLY,INC. 02017 TLTECO,INC. ,11.,yT• .\3�E`Y&' f� BERTHA H TfA C 7iNc:NANSAj1LTE C 0 Accordion Shutter System byBLADE 1 W/0R W/O ttv YtN0W®Ac€ 'a L c� *' TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.a DcscwPneN DATE OPTI Tn Lc. �!' \ aS55 1LM. M.St.$b.305,MRCA.R W0011.FLORIDA 3316 Association, Inc. 7 OLEO t5-085 7j2Tjt OAtE: 47j27j7T Q,r� 1t Pemw;1305)871-1530.FOe 1(365)871-1531 4268 Westroods Drive 2 DRAWING No •.,•Sn•............:'`��ttt411 e-mtE8tlaco0i6.ttm West Palm Beach, FL 33407 ; ,x'-107 .V-.{7/Oyp�Er1�,It WALTER A,71LUT Jr.P.E. FLORIDA Lit.d 44107 5 SHEET S P.E. �Ai;;16 4itJ i/DATE 6 12 OF 20 - MAk(WM ANCHQA*-SPACINQ-(In)-SCHEDULE FOR-A-CIVEN-MAX-_SHUTTER-,SpAN- SPECIFICATIONS-ON-ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.n "^ATEVE PREMRATING AMO A CORFOR CONCRETE QR CONCRETE BLOCK IWARI¶ONS (SEE MOUNTINGS L a,&H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED Co"ORTFlOONCT83E BLACK POURED CONTE (A) TO ExisnnG POURED CONCRETE(Min.Y'c-3 kap. MA}OIil1M QE 1VALL SILL WONTING GELLING MOUNTING V FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.re ANCHORS SPA UEGEND - 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.t'c SPAN(N) SA N1LS+JL RErAII'R RAtWG S0.MSYit ghi F1539RE RtIY.*+ 0.M9CN MIGM?&PRISM&TNG - 1/4'P BLUE TAP CONCRETE ANCHORS°W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC.(Min.re- 2 kxQ TAPCON OR 1/4'o TAPPER+:ICHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30 40 60 75 90 12D 150 205 30 40 60 75 sD.t2fl 160 205 30 40 BD ?5 9O1112011601205 TAPCON WITH ADVANCED OMPANY OR WY OTHER.APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 1# 12 ID 9 0 8 s 5S 14 12 10 9 8 0 a 5 1 12 10 9 e 0 6 a THREADFORM TECHNOLOGY (Min.rc- 3 1151) 3'-0" 1♦ 12 t0 9 a 9 s 6 14 12 10 9 6 8' 6 8 14 12 10 0 8 e 6 8 ALL,P01NI5 SOLID-SET OR 14 12 10 9 8. 8 6 6 14 12 10 9 9 T66 b 14 1Z 10 9 8 s 6 S BLUE TM W/CAP NOTES' t4 12 t0 9 6 0 e 7 14 t2 t0 0 e 6 14 1Z t0 9 8 8 0 8 TAPPER At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* t4 12 10 4 0 7 5.5 3.5 14 12 10 9 a 6 14 T2 10 9 8 8 6 5 ANCHORS TS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2', 4,-0' 14 12 10 0 0 0 6 a 14 I2 10 8 5 I4 IZ 10 D 6 0 8 5S t4t0 9 8 6.6 # li t2 f0 9 6 4.5 t+ 12 t0 9 8 6 4 3S A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALT.BE 7/B'INTO THE POURED CONCRETE.NO EMBEDMENT N t2 10 9 8 9 6 4.5 t4 12 l0 e 8 S.5 N 1Z 10 9 8 9 0 13 INTO STUCCO 511ALL BE PERU(T1ED.,1/4'5-20 5.5,MACHINE SCREW USED SHALL BE 1 1/2'LONG IMWIMUM SHOULD STUCCOI1''•��S-E-'L U��1�AfgtlS 01VSC re14 12 10 9 7.5 5.5 15 - 14 12 10 9 0 5 T4 12 t0 8 fl 7 5,5 4 T ELT 19l:t05T,AND t"MINIMUM FOR WAILS WTH NO STUCCO. 5'-D14 t2 t0 9 0 8 6 9 14 12 10 9 0 5.S 14 12 10 9 A 8 64S t4 i2 10 9 9 7 4 - 14 12 10 +F.-+.- 8 13 14 12 10 8 6.5 5 3.b 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T4- i2' t0 9 0 7.6 43 - t4 12 TO '9 B 9 6 iS t4 t2 t0 9 8 6 #.b .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 f2 93 7.5 6.5 4.5 - - 14 17 10 0 0 7.5 5.5 4 t4 12 t0 9 a 6 4.S 3.b N07ES A1)&.A2)ABOVE.FOR INSTALLATIONS Oil VINYL SIDING OR SIPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14. 12 10 9 8 'e '6 - 14 12 10 9 8 'a a '5 14 12 t0 9 6 6.3 5 J.S INSTALLATION INTO LTPS WITH METAL STUDS SEE SHEET 20. i{ 12 10 9 7.5 9.5 3 - 14 TZ TO &5 7 55 4 3 14 12 8 6.5 55 4 3 - (8) 10 EXISTING CONCRETE BLOCK:(ASTIA C-90) 14 T2 f0 9 8 6 - - 14 12 t0 9 8' 6.5 5 .75 14 12 10 &5 B 5 4 - - 1/4'O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 t2 a a.5 5.5 3 - - tt i2 tb 9 a 6.5 <.5 3.5 i4 i2 10 8 7 5 3.5 3 - 1/4.0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12 10 9 8 8 - - 14 12 10 0 0 7 S 4 14 12 10 0 73 5s 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS,MANUFAOTUREO BY FLORIDA FASTENERS DIRECT,INC. 14 12 t0 8 65 4 - - 14. 12 9 75 6 {S 3.5 - fi IO.S 7 55 43 15 - (/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 &5 7 4 - - 14 12 10 9 ]S t - i4 1Z 9 7 73 - - COMPA OR Alit OTHER APPROVED LICENSED OR AUTHORI2E0 VENDOR REGISTERED WITH THE AMERICAN SHITTIER SYSTEMS ASSOCIATION,INC. 14 It 7 5„5 SA - - 14 12110 9 7. 5.5 - t+ 12' 9 7 4.5 8'-O" 14 12 10 9 '8 6S. - - 14 12 f0 9 a - It 12 10 8 4 .5 = NOTES: 14 12 &5 7 53 3 - - t4 12 8 6.5 S.S 4 3 - 12-5 9,5 6 S ♦ 3 - &i)MINIMUM EMBEDMENT LATA CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS i5 1 1/4'AND TAPCON 14 12 9.5 7.5 6 - 14 12 9S 8 5.5 5 - - 14 12 e 6 53 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I% 93 6.5 5 3.5 - - 14 12 10 B 0.3 5 - - 14 12 8 6.5 5 4 - B,_D. _10.3- t2 t0 9 8 - - - 14 t2 10 0 T.S tS i - 44 t2 8S 7 5S 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,ND 14 1I.5 73 6 4 - 14' 11 7 &5 5 J.5 - 11 6 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S.MACHINE SCREW USED SHALL BEI 1/Z'LONG MINIMUM SHOULD STUCCO N 12 8 6.5 44 - - l4 12 0.5 7 53 4 - - T4 105 7 SS 6 4.5 - - EXIST.AND t'PJINI14UM FOR WALLS WITH NO STUCCO. It.S 6.5 5,6 4 - - - is 12 9 7 a a.S - - 14 11 7 5.5 4S 3S - 14 t2 10 9 7.S - - - l4 12 f0 fl 53 5 - 14 iZ 0 6 5 t - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'^0 14 10,$ 7 5 33 - - - 13 93.6.5 5 4 3 - - t0 7.5 5 4 3 - _ ANCHORS SHALL BE LONG E14OUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 It 7.5 5.5 - - 14 11.5 9 6 b 4 - - 12S 9.b 8 5 4 4 - NOTES B.1)&0.2)ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 114 8 5 - - - - T# i2 8 6 55 4 - - tJ 10 6S 5 4 3 - FOR INSTALLATION INTO EDS WTH METAL STUDS SEE SHEET 20. /4 12 10 - - - 14 12 6 7 O 43 - - 14 AOS 7 5.5 4,5 3.5 - C ANCHORS SHALL BE INSTALLED FOCLOWiNG ALL OF THE RECONME1NDAtI0N5 AND SPECIFICATIONS OF DIE ANCHORS MANUFACTURER. ^0`IM �� b _ _ - 1 9 6 45 4 3 - - 9 7 4S 3.5 () 14 10 7- - - 14 10.5 7 S.S 4.5 - - 11.5&S"55 tS J.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.DJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 113 7.5 6 5 - - - 12 9 8 4.5 4 - 12'-0' 14 T2 t0 - - - - t4 12 8 6.5 SS - - t3 t0 63 S a - - - ECCE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS,• 115 83 l.5 - _ - - - 11 8 5.5 4 33 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE O:STANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13,5 9.5 6 - - - 13 9S 6.5 5 4 ,103 8 5- 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULEBYTHE FOLLOWING FACTORS. g 6,5 - - W 10.5 7 55 4.5 - - - 11 8.5 53 4.3 3.5 - - REDUCED.SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TIWI MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, 13'-0' 14 i2 - - _ - t4 X13 75 a 5 - - - 12. ,9 6 +S # _ - - FACTOR I0.5 6- - - To TS .5 t 3 - - 7.5 53 i 3 - - - ASA- TAPCON WITH'ADVANCED TAPPER+ EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAN MON.SPACING IZ3 BS - _ _ _ .. - 12 9 6 4.5 4 - _ _ 9.5 7 5 4 - - - - DICTANCE / a 5 - - - - - - 13 93 8S 5 - - - - 103 73 5 4 - - - -_ BLADE_-.4R &D MIN,SPACING-3' MIN.SPACING o 3' MIN.SPACING•3 1/2' MIN.SPACING-3' 3 3/4" 4' T4 12 - - - - 14 105 7 b.5 - - - - fl 5,5 5.5 43 - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& 14"-0" t0 - - - - 9 T 4.5 J.S - - - 7 5 33 3 _ _ D PQURED CONCRETE mom$DOL POURED 00 3IETE ca"CREIE a= 113 6 - 11 0 S3 4.5 - - - - 8 8.5 43 - - W CONCRETE BLOCK WL EQAJ 1 MSL ED 1/2' CONCRETE BLOCK CONCRETE BLOCK ITN,ED,•3 1 IgA,E0..2 I%2' WN.EO.e3" �� MN.EO.3 1 MN E0..J' �' 12 9 0 - - 9.5 ] 45 - - - 1.0 0.90 1.0 0.78 2.0 0.84 1.0 14 = - - - - - J3 SO 6s - - - tfl3 a s - - - BLADE WORKING z 1/z• - 0.81 IA - - 0.67 1.0 0 - - - - - - Tia 65 < - - - - &5 5 3 - IN UNISON ♦ - t0 - - 103 8 b - - - 85 6 + - - - - - 2' - 0.71 - 0.51 11.5 6. 5S - - 8 &5 4.6 _ _ _ _ 1 3/4` 0.91 - ifi•_O. _ - _ _ 12.5 9.5 6 - - - - 10 75 5 - - 0135 a. _ _ - - - a s .4 - - - a ♦.55 s - - - - 4 - - - FLORIDA BUILDING CODE(Nan high YBlocity Hurricane ZOnO 111111 p♦�ItIA C. ?�/ .�y 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 11 �''•`�,.IC CA`'``C w=_ BERTHA VIA Accordion Shutter System A S " ■AN.V.BLADE#1 W/OR W/O TLV.iMNDOW BADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y Irv.N DESCRIPTION DATE OuvnN 9Y: Lc. 0 6355 ILMI.36M St.Ste.305.MRONA GARDUM nAPoEA 3316 A5SOC1atiDTi. )riG, t OLD t5-085 TJ2TJt CAE: OTj2?117 1 Phone:(305)871-1530.Fes 1(305)871-1531 4265 Westraods Drive 2 M"�"•:,<QfiTN e- olt laoftol.9 An West Palm Beach, FL 33407 3 DRAWING No t1 ` 17-107 1 =may/0•••••• 'G�Y LL WALTER A.nLLIT jr,P'E. 4 FLORIDA LTC.111 44167 5 SHEET P.E.�561 OIUf1� DATE s 13 OF 20 Mr�MUA!'AhCHOTj+`SP/iGIbi ltmQ_SGHFDULE_FOR- GIVEN-MAx SHLITTFR SPAN. A-S D DESIGN NEGATIVE PR ^�StIR�E RATING ANO A CORRESPONDING 6tOUNTiNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SIX OQUNIWCS 1,J,K&L ON SHEET 7) POURED CONCRETE POURED CON BLOCK ANCHORS SPACING LEGENb 1 WALK OVER=TRENCH 11 TRENCH (�S TUONGUARD MOUNTING (K WALL/FLODR MOUNTING (KIWALL/WALK OVER MOUNTING TAPCON OR SPM uDU _ TAPCON WITH ADVANCED (� _ oF5�t41 8[G05'E PATOIC O..OLU21 SEDARJE PBESSIwE RAT1V3(}nl LSU. taeAms Ftl£SAAiE RAi71G{pal{Pal DfSQt NE6AtNE F f0N#:(pe/ 30. 40 80 75 9Q f2O i6D zp5 3O 4p 6O 73 00 120 160 2p5 30 40 6D 75 9d-120 iso 285 30 40 b0 75 a0 i20 160 205 7HREADFORM TECHNOLOGY 14 12 10 8. a 6 6 12 12 12 12 12 IS&5 6.5 7 7 7 T 7 7 55 5 5 5 S 5 5 5 ALL POINTS SOLID-SET 3'-0' 14 i2 10 9 a a 6 6 12 12 112112 t2 t2 95 7 7 7 T 7 7 7 7 7 5 S S 5 5 5 S 5 08(E$$14 12 10 9 B B 0 6 12 12 12 12 &S B a 45 7 7 7 7 7 7 7 6,5 S 5 5 5 S 5 S 5 BLUE TAP }4 12 t0 9 8 8 B a tx t2 12 17 /2 10 7,5 a 7 7 7 7 7 7 7 7 5 S 5 S 3 5 5 S TAPPER+ i♦ 12 10 9 ti 8 6 B 12 12 12 12 13 B5 GA 5 7 7 7 7 7 7 5.5 4 b i 3 S S S 5 4 4,-0` 14 12 IO 0 0 8 6 6 f2 12 I2 12 12 85 7&S 7 7 7 7 7 7 T S S 5 5 5 5 S 5 54 12 t0 9 8 e 6 s 12 12 12 B5 8 a 4.5 35 7 7 7 7 7 7 6.5 3 S S S 5 5 5 5 5 14 t2 Itl 9 B 8 G 6 12 12 12 12 10 7.5 S.S 4 7 7 7 7 7 J 7 S.$ S S S S 3 5 5 5 14 12 10 0 a b 6 6 12 12 12 11 9� 7 S ' 7 7 7 7 7 a5 4 3 5 5 5 5 5 5 4 3 5,-O' 14 12 1p 9 8 B a a 12. 12 12 12 10 7.5 5,5 4 7 7 7 7 7 7 _7 i S 5 5 5 5 5 5 5 14 12 10 9 9 a 6 6 12 12 95 75 a 4.3 35 - 7 7 7 7 7 7 S 35 S 5 3 5. 5 5 5 4 14 12 to 9 8 8 6 6 12 T2 12 9.5 8 s 45 - 7 7 7 7 7 7 &b 4 5 s S S 5 3 s 4 # SEE ANCHOR 14 12 to 0 8 8. 6 6 12 12 15 9 7.5 55 4 3 7 7 7 7 7 4.5 It, - 5 5 5 5 5- 4.5 35 _ SPECIFICATIONS 6,-0, /4 12 to 9 a It 8 a 12 12 12 10 a 6 4.5 3.5 7 7 7 7 7 7 7 1 5 5 $ 5 5 5 S 5 ON SHEET 13 14 12 10 9 a 9 6 6 12 12 e 0 S 4 3 7 7 7 7 7 5.5 4 - 5 5 5 S 5 5 4 3 14 42 to 9 8 8 6 6 12 12 t0 a 6.5 5 .75 - 7 7 7 T 7 8 4,5 - 5 S S S 5 7 5 4.5 - 14 12 10 9 8 6 0 6 12 12 10 5 65 5 35 - 7 7 7 6.5 5.5 4 - - 5 S S 5 5 4 3 - 14 12 /0 0 a 's 5 0 12 12 12 U 7 S 4 3 7 7 7 i 7 7 7 6 5 S 5 i 5 S 5 S 7-0. tt 12 10 9 E 8" & 6 t2 /0 15 3 45 3 - - 7 7 7 63 S 3 - 5 5 5 5 3 5 3.5 3 14. t2 to 9 B & 6 6 17 I2. &S 7 5.3 - 7 7 7 7 7 '5 - - s s 5 5 s 5 4 - 0 VALID ONLY FOR UP TO +.70, -75 14 12 10 9 S a 6 - 12 12 &S 7 S 4 - - 7 7 7 55 4.5 '3 - - 5 5 $ 5 4.5 3.5 - - PSF A.S.O DESIGN PRESSURE $,-0• 14 12 W 8 6 a 6 - 12 12 05 7.3 5 - 9 7 7 7 7 7 7 4 5 5 5 5 5 5 S 5 RATING& FOR SPANS PER T*-ix l0 9 e a 6 - 12 9 6 4.5 4 3 - 7 7 7 7 s.s 4 - - 5 5 5 x 4 3 SCHEDULE #3, SHEET 11 14 i2 io 9 a- a a 12 11 75 8 b 75 - - 7 7 7 7.5 6 45 - - S 5 5 S -S 45 1412 10 9 a 8 - - 12 I.5 75 6 3 $5 - 7 7 &S S 4 - - - S S 5 5 4 3 - 9•-0. 14 t2 10 9 8 8 - 12 12 9.5 63 7 7 7 7 T 6 3 5 5 5 5 5 5 S 5 to 12 Ip 9 0 4 3.S 7 7 7 6' S J.5 - - 5 5 5 S 5 4 3 li 12 10 9 8 5 - i2 10 65 5 4.5 7 7 7 65 55 - - 5 5 S 5 5 14 12 10 0 8 8 - - 12 0.5 7 &6 4.5 3S - - 7 7 5.3 45 3.5 - - - 5 5 5 4.5 3.5 - - 14 12 to 9 6 a - 12 It as 6 S 3.S-- - 7 7 7 7 ] 7 4.5 S S S S S S S 4.3 t4 12 SO 9 a a - 95 7 45 35 3 - - 7 7 7 55 4.5 - - S 5 5 5 4.5 35 - 14 12 10 9 B a - 12 8 6 5 4 - - 7 7 7 6 5 - - 5 5 5 45 S 14 12 10 9 a 8 - - 12 95 6 S 4 3 - - 7 7 5 4 3 - - - 5 5 S 4 35 - - 0.14 @ 10 9 8 a - - 12 1D 7 AS 4.5 35 - - 7 T 7 7 7 7 3.5 - S S 5 5 5 5 $ 4 14 t2 t0 B 6 0 - - 6.3 85 4 3.S 3 - - 7 7 9 5 4 �- - 'b 5 S 5 4 3 - H V BLADE Q N LY T-4 f2 10 0 B S - Ti- 8 5.5 4 - - - - 7 7 7 &S 4.5 - - 5 5 D 5 45 - 14 12 10 9 a - - IS a5 55 45 3.5 - - - 7 7 4.3 3.5 - - - - S S 45 3.5 3 - - 12�-0'14 12 10 9 8 - - lz 95 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 S S 5 5 5 45 3.5 H 12 10 9 B B S 4 3 - - - 7 7 &E 4.5 33 - - - S 5 5 4.5 a 3 - /4 12 i0 9 0 - 16 7.5 5 4 - - - 7 7 6 5 - - - 5 S 5 S 4 - - 14 12 10 9 9 - MS 8 6 4 3.5 - - 7 6.5 45 3.5 - - - i3'-O"14 t2 10 9 B - - L5 a5 6 4.S 35 3 - - 7 7 7 7 7 4.S - - 6 S $ 5 S 5 4.S 35 14 12 10 9 6 7 55 3.5 3 - - - 7 7 5 4 3 - - S S S 4 S - 14 12 10 9 B 9 7 4 .75 - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - 14 12 10 9 - - - t0 7.5 3 4 3 - - - 7 5 4 3 - - - - 5 5 4 3 - - - 14�-0'14 12 t0 9 - - 05 0 35 4 3.5 - - - 7 7 7 7 7 4 - - S 6 '� 5 5 S 4 3 14 12 10 0 - &5 5 J - 7 7 5 35 - - 5 S 5 4 - - 14 12 10 9 - &S 85 4 - - - - 7 7 5 4 - - - S S 5 4 - 14 12 10 - - - 9 7 4.5 35 3 - - 7 5.5 35 - - - - _ 5 5 35 3 - - - - 1S-0�ti 12 1D - - - - 16 7.5 S 4 3 - - - 7 7 7 7 7 S5 - 5 S 5 5 & S 4 3 N 92 10 - 6 4,5 3 - 7 7 4.5 3 - - - S 5 45 3.5 - 14 12 10 - - - - 9 a 4 - 7 7 5 - - - - 5 5 5 4 - - 14 12 fa - - - &5 5 4 35 - - - - 7 .5 35 - - - - ifi'-O" t4 12 10 - - - - 9.5 7 45 3.5 3 - - 7 7 7 7 6. 3 - i4 12. 10 - - - - 6 4.5 3 - - - 7 6.5 4_1__ - 14 r2 10 - - - 75 &5 75 - - - J J H - - 5 15 14,51- - - FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone' 14`1�1�4 e,-!Z 02017 TILIECO,INC. 02017 EASTERN METAL SUPPLY,INC. ti �\CEN3 v BERTH n3 Accordion Shutter System ,A.S.S sA■ KV. BLADE#t w/OR WfLI KV.NINOaN MADE TILLIT TESTING de ENGINEERING COMPANY American ShuRer StTSte1T13 [V.N MCwnQH DATE DRAWN BY: LC. w �^': ""'*i+ •' 6355 H.W.361h,sz„Ste,305.mW.VA GAROLtS,tiCFM 3316t Association, no. t OLD 15-485 1j27110+9Ei 07/27j17 Phone:(305)871-1530.roa:(305)871-1531 4268 Westroads Drive x DRAWING No f�1" :utf IU I% "�4r yt a 11,thtaccooa�a West Polm Beach, FL 33407 3 S ..• EI1-0006719 17-107 w'"r fONAL�,•�,1WALTER A.T`LUT A P.E. 4 FLORMA Ua f 44167 5 SHEET P.E. SMI3tr;NAYURE/DAT£ 5 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (a,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (inj SCHEDULE FOR A GIVEN MAX SHUTTER �(�,� -AEC-AEC TIVE A.S.D. DESIGN PRESSURE BONG AND A_CORRESPONDING MOUNTING TYPE - (SEE MOUIMNCS ON SHEETS 16 a& 17). u FEB `3-7- f=;;Z I=- SOU HERN PINE No. SPRUCE PINE RU PINE SOUTHERN PINE No. 2 W/ MIN, G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 w!FAIN.C-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN sD �w/ W/ LAIN. G=0.43 W MIN, G=0.36 sew {IU WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTMGS B.O. WALL MOUNTINGS M. N, 0 k R FLOOR MOUNTINGS M. N, 0 d6 R FLOOR MOUNTINGS M. 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ALLED FOLLOW=ALL OF TILE RECOMMENDATIONS Nils SPECIFICATIONS OF THE FLORIDA BUILDING CODE Han High Velocity Hurricane Zone 1111 �`• •. !`^" 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. \` lr�r' �` BER HA HV,Sir'•, �=:. I`I■ Accordion Shutter System Tk: TIL ECO 1 N G. Ar&S.A. H.V.BADE#1 W/OR W/O FLY.WINDOW aADE & American ShUffer Sysfems LY.N DESCRIPTION DATE CRAW11 BY: LC, TtLLIT TESTING ENGINEERING COMPANY Association, Inc. i OLD 15-085 /2711 DATE: 07/27/17 Y 055 N.W.36U,.St.Stx,305,1ARGBtA GARDENS•FLDROA 33t \ 4288 Westroods Drive 2 \ PH :(]pS)871^1530.Pox:(305)871-1571 DRAWING No \\ a-a„na 1a14caonacom West Palm Heath, FL 33407 3 .-41, ; " I...A.... 141\ E8-WOfi710 4 17-107 tl WALTER A.TILL1T Jr.P.C. .+'' FLORIDA Lk.d 44167 5 SHEET P.E. SiXr/3{@ridA'f'URE/DATE 6 15 OF 20 --IN-ST-ALLATION---DETAILS-aN-E-X-[!-5riNG—W(-�-OD—"-BUILDINGS FOR (1) HV & a HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE17 ONLY SHALL WALL FINISH BE LIMITED JQ -105.0 12sf, A.SA DESIGN PRESSURE RA , SEE- SJ 19 F09 MAX SPAN & OR A.S.D. DESIGN PRESSURE RATIN9 FOR INSTALLATION WITH 8 DE WHORKING IN UNISON T��41LT;APCC WITH ADVANCED THR FOR. -0 TAPCON OR F TECHNOILMY 1/4 I ADVANCED THREADFORIA TECHNOLOGY PENETRATION W�il I WL SEPARATION WOF/MWEADF() CA 70 V I I ilI - i f W`/ "'q'tZ'.PENETRATION OF THREADED AREA TO EXISTING OR& I t' EXISTING WOOD HEADER. HEADER.(SEE SCHEDULE ON SHEET 15) To GLASS(SEE (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4'S.S.MACHINE SCHEDULE ON S I CREWS W/1/4'-20 NUTS 11 FOR BLADE A@ 6 A't_ OR 0 12,Ole. ON SHEET 19 FOR MrI,.XXXXXXXttX E EXiSOHG I BLADES d) r GLASS__4 04 WALL— FINISH L,,.-OPTIONAL ,—WALL FINISH nR Ex41niW"Ng.­ ,S11 MIN. HEADER REOU ---@OR 2"94 EXISTING 1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING I HEADER REOUIRED —THREADFORM TECHNOLOGY Vel 1 1/2- LM SEPARAXON PENETRATION or THREADED AREA To GLAS" TO CLASS(SEE 7PARATION 70 CLASS UISTING 1000 HEADER. SE_ L 9DMAE ON �—(SVEE SCHEDULE ON SHEET 1 014 SIM7 15) I I I MR SIAM rLASS--j lk ON SHEET 19 MR V, 2*.4'CONT.SILL PLATE REO'D. BY WALL HEAD (�)HY WALL SILL INSTAt;�LATION T HV WALL HEADER INSTALLATION I I & SEPARATION TO CLASS GLASS MIN, SEPARATION TO GLASS (SIE"INSCHEOULE off SHEET 11) CHEOUIE ON SHEET II)EXISTING —(SEE S EXISTING 1; MIN.SEPARATION 10 CLASS I 2%4�o CONT._. WO PLATE (SEE SCHEDULE ON SHEET 11) RED' MACHINEU i2s GLASS-/I 1/4*0-200/4'S.S. USING 1/4�-20 NUTS MACHINE SCREWS W/ ''fill 0 12•D.C. 1/4--20 NUTS 0 121 ALL MISLI, A CR@ A—><--," 11 .. OR 2wx4*CONI�/ LE Q_ WOOD PLATE 1, C__ ,I L- D LEQ­T:�- REOD. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OR 2.4'COW. �£V 1 1/2* I wonn HEADER, AREA TO 1/4-9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2- (SEE SCHEDULE ON SHEET 15) M;n.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON E-0&A...CLCCG' I-SEE SHEET 4 FOR TYPICAL WALL lk ul". IHAEAOF .'E SHUTTER ASSEMBLY. Li FINISH ON (SEE SCHEDULE ON S14M 15) EXISTING MIN 2'x4* Uhl.PENETRATION OF 2-MOUtITING SECTIONS CAN BE •L \ PLYWOOD REO'O. WH E STUDS a 16 O.C.MAX, EADED AM INTO PLYWOOD COMBINED IN A14Y WAY TO BY WALL SILL INSTALLATION 2' C PLYWOOD REVO. WALL FINISH�T� ' ox RCQ`D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT MY INSTALLATION. 7L 2*x4'SFUKDDN a ATTACHED TO STUDS IN EXISTING MIN, 1 6*D.C.IAAX. REO`O. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SECTION 2-VO OF DIE +SEE U IONS.OF U WITH'SECTION 2308 OF THE F.B.C. F.B.C. BY WALL SILL INSTALLATION ♦ BLADE Toll SHEET 8 or �HV WALL SILL NSILLIA11M I FLORIDA BUILDING CODE Non High Velocity Hurrilcone Zone: 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,RIC, BERTHA HVTIA ENq e, Accordion Shutter System A.S.S.A. KV.11ADE#1 W/OR W10 KV.WNDOIN IXADE TILUT TFSTINQ & ENGINEERING COMPANY American Shutter Systems IEV.R, DESCRIPTION DATE DRAWN BY. L.r_ Association, Inc. I OLD 15-055 07/27/17 DATE' 07/27/17 St..305.VIRCM DARD91%FIOROA 331tt Ph... (]05)871-15.10.ED.:(305)871-1531 4268 Westroods Drive 2 DRAVVING No _w:vll..00.04" West Palm Becich, FL 33407 3 ...........* 1 11% 'I'll, 4 ES-000 x WALTER A.'nLUT 17-107 rjjA'Ni��ATE FLORCA Lf.1 44167 5 SHEET I P. 1- 6 16 OF 20_j _j -----INSTALLATI-ON--DETAILS—ON—EXISTIN-G—WUOD—BU'l-LUIN-0-5--FOR-nj HV & 9 HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV SaDE In ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE TINGBA . SEE :jffEET 19 FOR M4X V;40 TA%ON OR SPAN ec DESIGN LQAD-FOR INSTALLATION WITH RL) 2'MIN. A M 4198" EXfSTUNGADVANCED -EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD REQUIRED. STRUCTURAL ADEQUACY- W/I in.PENETRATION 1/4*0�"IR3./�4;B.S. OF COSTING WOOD BEAM WR�Q P.I'U ,T or ;EIM A 0 1. HEAD 0 R TO BE FLED EXISTING WOOD EXISTING MEAGER. MACH-NE SCREWS REGISTEREDENGINEEROR JfLAA " REQST (SEE SCHEDULE ON SHEET 15) ED W/ 1/4--20 NUTS ARCHITECT PRIOR TO TRUSSES OR ED RAFTER 0 2,V ED a 12*D.C. SHUT"INSTALLATION. O.C.REQUIRED OR( .7 EX/151ING SOFFIT \f TAPCON OR u VA;�.N WITH ADVANCED _'257' 4'Lfa..TK& THREADFORM TEC"NCILCO OF IN'4' Mie,PENEITYAflON AREA �O'"+^p'EO 140/4- ED E0-_. '94'XI/B*CONT,ALUM.TUBE R ;C... 'a S.M.S. -1 AL EABER. (6063 ALLOY)W/ 4 COSTING WOO 0 6,D.C. Wo LAG SCREWS TO I? 1A�g Rl_� PTIO F 11 (SEE SCHEDULE ON SHEET is) D1 Or 1@3 Or Of or @ 3}33,6'0 NAG OR TRUSS. @ LOCATE LAG SCREWS AT MIDWIDIIII Of EXISTING WOOD EXISTING MIN 2".4 MEMBER.(22"I NOMINAL EXC4G HEADER REO'D It OPEN HOLE AT EACH 21 wn' W UAL SEPARATION To CLASS no TO ACCEPT APIA/ EXISTING I PE.11 DON OF THREADED (SEE SCHEDULE ON SHE" I I)— GLASS—IT 6'0 LAG SCREW AREk VAUD FOR SQENIER OF TOM INSTALLATIC14S WITH 72p%f AT ly-4 4 1 MAX.A.S.O.DESIGN LOAD AN* LIX SIPAPATM LM 5EPAR010N 9*-D' SPAN,THIS EXIST440 70 OjSS(SEE INSTALLATION IS ONLY VAUD HV WALL HEADER INSTALLATION SD4,DLXC*I SKET CLASS I I rOR BLAX(D—noD FOR WOOD W1 SUN. SPECIFIC *4 SNO is F01 OR I I"RAW ID40 —0 VISIM is GRAVITY OF 0.50 AS DOUGLAS I FIR OR SOUTHERN PINE No. J. 11TH'SHEIEW 4 FOR-TYPICAL 511LOIER ASSEM84Y --q)OR 0* OR EQUAL 2-00UNIIND SECTIONS CM BE cow3mm (T)HV CEILING INSTALLATION lit?ANY WAY TO SUIT ANY INSTALLATION, U -CEI LIN G-MLLAT ON - TO GLASS(SEE OR& MIN. IOXKC&I, SEPARATION TO GLASS MIN,SEPARATION 10 GLASS EXISTING _-'I ISO (SEE SCHEDULE ON SHEET IT)— CN SIR ALC GLASS' MAO ruvr (SEE SCHEDULE' EXISTING ION SHEET 11) CLASS-J 7 11 ANCHOR (DI ,I I I I LOCATION EXISTING WALL 318 oft, CLASS 2"x6'MIN,WOOD 7 3/8 Illy HEAD TEX DECK REQUIRED N- _�'7 @ I �1..4'HEI (NO FINISH 13 OR V" 2*.6'MIN,Wocf) CIO SCREWS 0 12'ox ILLD61A DECK REQUIRED (NO ALLOWED) FINISH ALLOWED) 1�imi-lxuxxv INN,t__ 19 EDGE OF DECK OF EDGE OF DECK ED IF --- DECK IF IF APPLICABLE APPLICABLE APPLICABLE �/4 0;�2 CHINE i/4*0-2ox3/4-SS, 1/4'0 TAPCON OR M, HILLIPS MISS HEAD SCREWS IlrO TAPCON OR TAPCON WITH—ADVANIC7ED II TAPCON WITH ADVANCED in. 4'10111 'i i 1 21*mjw�� !2 THRMFORM TECHNOLOGY W/'�'114�20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED rHREADFORM THREADFORM TECHNOLOGY W/ 1 1/2'Min. I PLATE IALII.PENETRATION 0 O.C' EA3ED 'TL TECHNOLOGY W/ 1 Ilr INA.PENrMMIJ OF THREADED PENETRATION OF THR. ED :�THRMED AREA TO AREA To EXISTING WOOD HEADER.(SEE SCHEDULE OIL SHEET 15) AREA TO MONO W003 HEADER.(SEE COSTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMIT Or VSEFOR Hy WALK-OYER iusuuaiptsi HV WALL SILL INSTALLATICIN (W)HY FLOOR INSTALLATION FLORIDA BUILDING CODE lion High Velocity Huricone Zone, Wv'•--r.......... elA 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H WNDW BLADE FRV. RAM#1 W1 OR W10 Accordion Shutter System 11L E N.V.TE o AwSwSwA TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.9PESCRIPTCON wr DRAWN GY. LC_ Association, Inc. I OLD 15-085 07/27/17 acre 07/27/17 6355 O.w.Sero.St..Ste.305.MRONA CARODS.FLORVA 33101 Ph—:(305)071-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAVIING No ...... —.1;tate -1401— West Palm Beach, FL 33407 a 17-107 EB-EB-0606119iL EO WALTER A TILUT"."E. 4 P.E. S T/§UWJUIRE/DATE FLORDA U-I 44U57 3 SHEET J 6 17 OF 20 END INSTALLATIONS HV BLADE ORi 1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS x'.r W.+Two s{Uos REOro. YAa•lily,WC00 Y.4•UK, r : r sTvas 1u0`a. WOOD ST4DS. �� � IryY 41KON - (AS APPUCIOLJ ; !I wmroagJn}v OC. X / MOOD 5•a DS. t zoo,%wt0 j it I 1.w'L � X I (A5 wPUC�stt) raesN, \\ / 1/sem'P00RA n aa.!\1 /1 ! r>PHCLASS to 1h`Cox /rY1519t9 G{ASS {' PLYAM 7 NO SPAS oos{. —tnsrur,wss'� V\ � watA! 4 137.%SIQ1 P YYYi ca \ 'LI/7•vN.car 10 wss TS1s uN Till - i 4N,NT+rxuK+t ALK a,SOWM IntON 9 r A� ro.aus(fit ,/x'uu1.ca. 10 3.355(sx !i (lXCµ3.A1 PLYkV09. t/45•a3- itIE3 11�jWDC3j)HO 4 +.. 50£pAi QtSQT PLYN W r_{xi S[E 9M[S@4',1 {5C&T�8)t Off. N+ihr {jx•Mx OLADES T)A MUL 1I O Er to Fat //] 11 Rq f1AY�1J N0 PLACE.(L"ATE 1/x' I Oi` 19 fON T/ QtWESt$ia{1�j //x•.fut1 +d nxmt 4 �+oQa 1t i At DT a t Ore ) t # n5.y:•SUS: / .- {45 IPMSNAi).Y1t A•-I• ----• D15 C.SiT9. �._�,•• ,.., �� fc�fbYla uW)Al 4bou11 (d T tall.IT 1• C WIFE/,f TO OR if ria fwd}.J • SEE GETAn.a Ot OR,j a nran me ery,�) 'q SIDE Gast+tctlIX+ SSE CETAI YNR 'DCR'L'Y(�']x��* $ TO WACNS Sa GITAT. 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NtSN �•`�'13�V'�- ELAN v p.£n. • .0, @ t3- - 1 Lam+ DETAIL X END CONNEXTION DETAIL 101 END CONNE91I0N DETAIL 12 FLORIDA BUILDING CODE Ran Nigh Velocity Hurricane Zone' 02017 TiLTECO.INC. 02017 EASTERN METAL SUPPLY,)NC. Ns, 'o .... ,� ERTHA HVTM /I'McO ���. A.S.S.A. Acc#1 W/OR Shutter System N.Y.BLADE#y W/OR W/O N.Y.4NN0(7N E(hDE American Shutter Systems h/ C TILLIT TESTING & ENGINEERING COMPANY [v.n OEscaIPn01T 0Arc ORAxIt 6Y. LC- DATE\.• V 8355 I+.v,}5f}..St.Sta.305.V1510M GAAaDi5.ROMA 3515 ASSOCIatlOny Inc. { OLD i5-OBS 712)/) t1ME; 07J27ji7 Pn55A.(305)871-1530.ra.;(305)87{-1531 4268 Westroads l0r4ve x DRAWING No • �4,+ 5-m5u:{5ta598..%C m West Palm Beach, FL 33407 a Es-60057,8 HALTER A."LUT Jr.P'C. 17-107 P.E. SEAL/SIGNATURE/DATE FLORtal UA./441sT 5 SHEETB s yOF 2O 1 I IIONIS AND CONDITIONS 9, lalUlal FO1,1 "ERIMA L2 I in 14WV I ADF ACCO WORKING IN P, P, I IMVqn1M 0> 1.MAX.A.SAI.DESIGN PRESSURE RATING:+110,-110 pt4.9, r 6 1 ni IT2.LSAX.SlTtirTEtT SPAR:96' — 3 ALLOWED MOUNTINGS:A.D.0&IN ON SHEETS 6,7:AS WELL AS MO Tflitt=M.0.T.U&IN ON SHEETS 16& 17. Lug CZTT%&wtOTH By/ ORmUn ALLOWED MTN 61) 4 PPA, 1,0 t 91NO 1.IN OR IN CASE OF OPPO 4 oR,?–S USE BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF • 0 5,(A)W WINDOW BLADE B SMALL ONLY ALLOW A MAXIMUM OF 5 OPENLNCS TVP.EA.END (3-0 HOLES)FOR(0 PER RACE AT SPACINGS SHOWN ON SHEET 4. (a)UnI. GER§TOP OR BOTTOM EDGE OF HV WIDOW WOE Q MAX 5 WINDOWS OF ANY 3'=CEF R SMALL BE I2'. ALLOWED)Q VV. WINDOW BE -,9 —0 - 0 0 0 10 01 (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NY WINDOW BLADE(19 (0)HV WINDOW BLABS Q OUST BE USED ALTERNATE TO A SOLID W BLADED 0 0 0 0 0 0 0 THROUGHOUT SHUTTER'S WIDTH. C IE) HALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W TA�M%.'SIDE OF THEM. n I I C47 1�9 '0 0 0 0 0 0 0 0 0 '0 '0 o I (F.)POLYCAROONATE W WINDO',V8%Sf%'8ETW(N7ZT so TAM FACE E. SEE END I INTERIOR OF THE OPENING 0 MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL 110M BY AS% DETAILS ON SHEETS 0, 0 0 0 0 0 0 INC. 10& to TYP JIN", FULL HEIGHT. 6,SEE ANCHOR SPACING SCHEDULE:FOR INSTALLATI 14S INTO WOOD FRAME ps 1! BUIU)WGS ON SHEET 15,AS LIMITED BY SPAR ANO DESIGN LOAD(SEE NOTES P C4 Egli I &2 ABOVE), TI 7.SEE ANCHOR SPACING SCHEDULE ALLA NS POURED CONCRETE OR CONCRETE BLOCK WALLFOR ONINSTSHEETSTIOIN 12& 13 AS LIMITED BY SPA"AND 13MCH LOAD(SEE MOMS t 111 2 ABOVE). 0.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996I @ -I(SEE PLAT FOR REQUIREMENTS) TYP TOP 1.BOTTOM WIND ZONE MINIMUM SEPARATION TO CLASS LIMITED WIDTH I THRU 3 1. E)ISTING, ELEVATION IAH.SEFAWON TO CLASS (V 4 ---------------- --- (-ZN A BIA14 G CIENTERMATIES 61)-6�W/imMITERIOR ONLY,) PP0§ W ,f OR A§ (SEE NOTE 4 ABW ile) AND/' 2T Yp C16y �% T SYMN. An QR S ACID .0%(SE NOTE 4 ABOVE) PLA14 TYPICAL M1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA) SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurritcone Zone: .............. 02017 TTLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. WE A T N A--ffV—;?.f Accordion Shutter System — 7m:cN /711 7LECO T A.S.&A KV. RAM#1 W/OR W/O RV.WNDOW MADE 4EV.N. DESCRIPTIOM DATE DRAWN Or L.C. American Shutter Systems TIWT TESTING & ENGINEERING COMPANY .355 M.W.349,5L.St..305.%190AA WDERS.FLQRCA 3319t Association, Inc. I ow IS-0135 07/27/li 4268 Westroods Drive 2 Phan. (305)871-1630.F..:005)071-1531 West Palm Becch, FL 33407 —3 DRAWING No *-Ml tateco..L.- -0006719 —107 WALTER 7 R A.17111.17 Jr.J1.PX, A P.E. SEAL/SIGNATURE/DATE FLORIDA u. IT 44167 6 5 SHE 19 Or 20