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Building Permit Application
• 1 I I " II I I it ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED f Date: Februar Permit Nu I ber: NbA ~ ���W d ;I Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial it Residential X r (PERMIT APPLICATION FOR: To Select from dropbox, click arrow at!the en' i of line �PROPOSE�D�=UIVI,PRQVE_MENTLQCATIQN ®'i Address: 3227 Naylor Terrace j s ,Legal Description: SILVER LAKE PARK ADDN BLK 7 LOTS 24 AND 25(OR 2223-1396) i i Property Tax ID#: 2427-603-0056-000-5 II I i Lot N0.24&25 Site Plan Name: Robert Dooling Block No. 7 Project Name: Robert Dooling i Setbacks Front Back: Right Side: Left Side I) it I I I DETAhLEaDDESCRI'PTION OFY WORK I , a Installation of sixteen(16)Accordion Hurricane Shutters J ; I r CONSTRUCTION INFORNiATlO!:N itiona wor to e e orme un er t is permit—c ec a appy: I •. ❑HVAC E]Gas Tank Gas Piping Shutters ! i Windows/Doors - - ❑ pg _ � Q I Electric 0 Plumbing Sprinklers ❑Generator + Roof Roof pitch I , Total Sq.Ft of Construction: Sq. Ft.of First Floor { ' Cost of Construction:$ 4663.06 Utilities: Sewer Septic j Building Height: II CONTRACTOR•; 4 a f Name Robert Dooling Name: Miriam Van Tassel, I j Address:7201 Santa Rosa Pkwy Company: DVT Hurricane Shutters, Inc. City: Fort Pierce State:FL Address: 3100 N l<,ings Hwy Zip Code: 34951 Fax: City: Fort Pierce I ! { State:FL Phone No.772-532-7834 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone No. 772-79;4-1581; Fill in fee simple Title Holder on next page(if different E-Mail: dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County Li T 24394' cerise: if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. II i I k ( I I 'SU4PPPLEMENTALCONSTRU#CTION;LLEN L'AWSINFORIVIATION: µ. DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: 1 Not Applicable Name: Name: ' Address: Address: City: State: City: State: Zip: Phone Zip: Phone: ` it FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY- Not Applicable Name: Name: Address: Address: City: City: I Zip: Phone: Zip: Phl ne: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the Work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work n accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. IThe following building permit applications are exempt from undergoing a full concurrency,review:room additions, laccessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use lWARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite !before the first inspection. If you intend to obtain financing,consult with lender or an attorney before Icommencing work or recording our Notice of Commencement. V( S1 )1 Ag- 6)i I �JR i :�� Signa ure kf Owner/Lessee/Contractor as Agent for Owner Signature q Contractor/License Holder STATE OF FLORIDA STATE OFI FLORIDA COUNTY OF COUNTY OF II k The forgoing instrument was acknowledged before me The forgoing instrum,l nt was;acknowledged before me this day of 20_ by this day of " 20_ by i I Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known 'I OR!Produced Identification Type of Identification Type of Identification'' Produced Produced I i I I ' (Signature of Notary Public-State of Florida) (Signature of Notary'Public-State of Florida) Commission No. (Seal) Commission No. (Seal) I i REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION i SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED I DATE COMPLETED j Rev.8/2/17 ,I 3.0 ILR F/AIOGI BLADE. 0 • VARIES 4�i .918• 1,49f" p p'OI.1 0 3 0.o a• of Mpx. L . tw. of .09 o 7' 4.990.' p � • O1 HV SOLID BLADE 37$ OHV UNIVERSAL FLOATER o HV 94rf 180 COVERED UNDER US PATENT STARTER 5458179 QUALIFIED FOR USE V// HV BLADE 7Q ®Hy DIRECT MOUNT QUALIFIED(OR USE W/ 1�A HV WINDOW BLADE- 6005-TS ALLOY AND TEMPER OUAUFlED FOR t W/ HV 6063 ADALLOY AND TEMPER 'SEE U�.IITATIONS_OF USE OF BLADE ON SHEET 19 SLADE(I 6063-T6 ALLOY AND TEMP®-- -- - - --- ----3 e'-----1 - - - - - ---' -------- 6063-T6-ALLOY-A TEMPER -- ----- --- - - ___ ____ ___ _ __--_. ,37' - - a - - ---- - --- - �I 670• f2{ IL F . 'i o �d n .. n226"__- 092"- .2 HVADJ. ADAPTER "e 4 4- - POZz -- `12 1. - ----OUACIFIED-FOR-USE-W/-HV- --- ©HV ADJ. FLOOR TRACK eLADEQ HV-WALK=OVER-TRACK--- — - — -- - - - - - 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK 5s• 3 QUALIFIED FOR USE W/ HV 6083-is BLADE ELOY AIYD TEMPER QUALIFIED FOR USE W/ HV BLADE Y BLADE l I ONLY. 1� HV RAINGUARO 6063-T6 ALLOY AtD TEMPER ^I VAPoES 6063-T6 ALLOY AND TEMPER N 1. 5' 19i QUAUFIEDFORkE W/ HV :`• VARIES 1.936• 6063-T6 ALLOY A D TEMPER .083• p ,� �.100 1 .12 Go' 3_. .I870 1.866' . e•1A 670.8 0' • 11 HV CEILING HEADER p HV HEADERfSILL ' OUAUFIED FOR USE W/ HV BLADE OONLY t 3 IID CEILING HEADER/SILL Q FIED FOR USE W/ HV BLADE(1�ONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE lO 14 HD WALL- HEADER/SILL SEE SECTIONS FOR VAUOITTYY SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 8083-TB ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER BLADE CI)ONLY. 6063-T6 ALLOY AND TEMPER M`L X MN Y ALV,t COMPONENT A 9 T1 T2 X Y t 1• /' 0.062• 2' 1 2' 0.125• Q 2• 5'MAX. 1/8' 1/8' 3' J• 0.090• 18 2' 5'MAX. 0.192' 0.192• SIDE ANGLES CORNER POSTS QUALIFIED FOR USE w/ HV ALUMINUM ANGLES is 2.5 T MAX. 0.190• 0.190' BLADED QUALIFIED FO_RUSE W/ HV QUAUFlEDB OORREUSE V// HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' S'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.111 �""""�' FLORIDA BUILDING CODE Non High Velocity Hurricone Zone tl_w� ��y- 02017 TRTECO,INC. /� 02017 EASTERN METAL"SUPPLY,INC. ���• •�•�jCENs /y■S■S■�■ BERTHA TM MIT E C O N�. Accordion Shutter System H v BI anE#T w/OR w/o Itv tunnow aaDE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems IEV-N DESCRIPTION DATE DRAAN W. L.C. • �� ! Y 6355 ILW.3EU.SL,St 305.VrKG AA GARDENS,FLOMk 331 Assoclaflonl Inc, 1 TE OF OLD 15-085 7 7 1 DATE: 07/27/17 10 Phone;(305)871-15J0.Fax:(J05)871-15J7 4268 Westroods Drive 2 �T�1•••.ORION,.:�ly tT',� ; o-.at:.tu..60-1— West Palm Beach, FL 33407 s DRAWING No F. Ea-0006719 �70 EEIV\1111 WALTER A.TILUT Jr.P.E. 4 17-107 P hTA'AE/DATE FLORIDA U- 44167 5 SHEET 6 2 OF 20 // a, 45" 2 p rEl+T iSEAO 1/4*-" /g45NG RtAMCC i)J{".. .7ab 16 s 0 S.S.11.S. &KED PAr0E0 if +,JtOED GAS!(3 TYK) •p NOttLt+Al F1G12}. iol DAM PAts07A 'Q t .062` a108TitPd n { $ r t ri o a 1,326 46 4 t .� .JIB BaASs OUR= OrJ;.S Ert.fttL41't up 4`Rkl i o ti•• ' a' P&KMULED)(CNR°VE (OW,04 RAUD) t t2 f J23...�t1L[.ISL3LIATF. � ��� 1 2 -- ---- QUAUFtED_409-USE-W/-HV-BLAIIE f-&l7 ONLY- --AUF- Tf '- -- _ _ -_-+ - -1 LOCKOCK- 0043-TO ALLOY AND TEMPER OU A17FJED FOR USE W1 HV BLADE t do ONLY T'I OUAI!FLED FOR USE t!/ tV QUAIJjf 0 FOR USE W/ 14V 6063-T6 ALLOY AND TEMPER 'l BLADE Q& ONLY. @LADE Q& ONLY, -_ AtIflED_fOR_USE,61/..HV BLADE.1)ONLY_ t ,--- - AL.LOY_AN .. ._.___.__..... _ _.. ____^.'__ _ —__ -'-'1 7 2. 4 45' g• MOLOEO T SCR£W r ,36or AFTER RIMING - - - - - __._ _o— ° -o= — -- -- - -- '0ss:_»- - -- - •. - i j4"x-20 x 3 -sEPa„E=jA” TINC --- - ---- _, /_A!9_-2Q UT z n S.S TNUMBSCREw .� ..�$1 VN +'•"`i'v`r • "a1 " *SEMIS"44 AW"UU(2°24-13 ALUM UROE 11AW OW " SNEET nUMV.PART/0620,AS fWIVrACTUPEO 6Y AYDEL m ""'- 2�YS4• ! � $ 010W MVIORN.PARSIPPOW,NCWf JELLY 0104 OR EOUAL. Peat + Mir EILYATION (j6' HV MALE "T" LOCK C a os" 2 LOCKER FOR "Y" WCK 9EN_TER_MAT QUALIFIED FOR USE WJ fit!BLADE i)ONLY Y FEMAL "T" LOCK CENTERMATE � � kY-Al,TF�ATIYE {SOCK 6063-Tb ALLOY ANO TEMPER OUALEFl D FOR USE QUAUFTED FO USE W1 HV OUALIFIEb FOR USE W/ HV BLADE iQONLY QUAUF1ED6063-6FOR SALLQY E W AND TEMPER- W/NV BLADE 01 ONLY. @LADE C1 ONLY. 6063-TS ALLOY AND TEMPER t,,2-r O63' c"uaROR XEY criINDER .545` o a$7g'LOo. 31 CENT H T 4 C N RO MOr. OVAUFIED FOR USE W/ HV BLADE t & A QUALIFIED FOR USE W/FN BLADE(& t r 606346 ALLOY AND TEMPER 6063-Tb ALLOY ANO TEMPER 3 C S .boa" g VARIES,12'MIN, QUALIFIED FOR USE VI/EIV BLADE 7 & iA t/�a� /6'P-16 1'75`0 8063-T6 ALtb;AANO TEMPER ORL KEY[ r` CYL1h93ERL �LI NG RO A ;J/4-0 iillp� ���.� 1.78'AIOr. ��;, 0 114 D �d1� QUALIFIED606-FORT6 USE W/ HT BLADE�I (jg' H 3 S 4f ACETAL 0 t:Y �L�n .AISI 044 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK MT LOCK. 6065-T6 ALLOY AND TEMPER T U » ` SERIES S.S.. HUMBSCRIM OUAUFIED FOR USE W/ HV BLADE(D& I�A d DRILLED AT INSTALLATION PROPER EMBEDMENT OUAU EL REQUIRE A 7/16'HOLE DS RBYCR#HV BLADE(j) QUALIFIED FOR USE W/ NV BLADE Q FLORIDA BUILDING CODE{Non High BEtOCi# Hurricane Zone EtitEtP10 s y�I - Ct7 ThTECO.INC. (s 2077 EASTERN METAL SUPPLY,INC, «Cr BERTHA 1 m "KcN`'' Accordion Shutter System Q■ � f■A■ TL E NC. N.V.BLADE#1 W/OR W10 N.V.WNDOW RADE * American Shutter Systems EY.N DEscaPRox DATE oaAwx BY, Lc. TT Tl(L1T TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 /27/1DAV_- 07127/77 •a'• STATE 4335 NW UM SL.Sts.305,-=-GARMe,ROMA 331 �� ^'�� P e�:(305)$71-1530.fox,(305)871-5331 4268 Wastroods Drive 2 DRAWING No p.Ot,'•',!.( P_,. �1 a=mal t$t4P OOVXM West Palin Seoch, FL 33407 3 _ r& OjRtp � ,;' HALINA A.°nTurT7t;..P.c 4 17-107 P.£.�SsEACl3��iARt"%DATE rLaROA ua 9 bbis7 3 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV V3 8 0— 41 /-� 12'MIN. CE HV BLADE 1 4O 7 TO BLADE T P ,0825- E 1A .1875' ® HV BLADE 1A v 11 NV WIN 'N BLADE .0625• SIP= -s 0825 .0525' ® HV LONG RECESSED NYLON BUSHING 1' a zo •, n KNUCKLE "m OPENIN 0825 1875 Y HV SHORT RECESSED NYLON BUSHING 39 �) O.0625' -- --®--HV NYLON WASHER------- ---- - -- -- 100R-® "i P. - -- -- --- ---- -- -- - - ---- - -fur-PORnoN- --- ------ -- I ---Rt:f75� -- - - _ ----- HV WHEEL CARRIAGE AISI 302-303 SERIES LL N 'v e 1� _--____. - _. .- @.8�a"x3/10"-TL.E-I•I/_h"lL0?: WHSE'_-__- --- - ---- C'-/ -' -- --- --..-_ ##. - -/_. I- 4 oz So' 44 ( e So• x 0.188"d AISI 302 SERIES S.S. RIVETS -- -- - - - - ----- 315'®� - - SEPARATION oJ.00 - - -- --- -- - ©4 HV 1 3 4" ACCORDION PIN W * I BETWEEN .0525'y 3.7500' / / #8 HEAD EXTERIOR -—i o LAM --ENIrJrS . 5 3/4' 00825' -- - — __�--HV=2-3/4 ACCORDION=PIN=W/=#8=HEAD=*=------- -- -_- —-—--- -- ----=a I- _�- ---—-- ---- NCE -- -- -7500" _ ----_— 0 rrtERS s17O"'I r r t 41 �47�"+moo C21/1/-4' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I T SEN TYPICAL HV WINfl DOW QLgDE AND ' 3s T S-aj POLYCARBONATE HV WINDOW DETAIL @OR ® I or ®3 N.T.S. (SEE NOTE FOR REQUIREMENTS) ' I l (j)OR ® ! i *POLYCARBONATE IM PA.T R SISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 11 1MIBUDE BOr1 uE RESINS, UV-STABIUZED GRADE OR SABIC * I TO INNOVATIVE PLASTIC LEXAN 103 RESIN OOR ® i 1 (SEE NOTE 'F" ON SHEET 19). (1) HV PIN 4 SHALL ALWAYS BE USED AT ALL EXTERIOR ® ��� BVATTOMBKNDUECKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR w� i ® i EXTERIOR POLYCARBONATE SOURCES FOR a TICAL SHUTTER ASSEMBLY APPLIUSLE F�9 LT N.T.S. /� 7YPIGV.PR07aR1E9 STANDMLW — 6.R0 eMe1M (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT HV PIN®OE. .OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324- s BLADE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. (SEE NOTE *FOR SPEC=vuVN ASTM D792 mm mb ,- 0003 m/n• .048x- REQUIREMENTS) TYP. 1 I 1 1UERE n4D SiRQiGM ASN 0835 9M0 O.L 9.500 FeA (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 i i 1 nFYML SMD:M AT MOD atM 0190 12.5W P.J. 13400 P-.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� i I; I I i FUMAAL U0IXV S Asn 0790 340.000 P..L :.1000 P..L nlsac0 SHEET ® il! NOTCHED ac0 ASPM 02 1e Fr-m/w n rt-rA/A 1 r1w m,Rxem LwR.ertme,v.e• WHEEL CARRIAGE DETAIL Suo"0T AM.028.3 47.2 x 64.5 x MAX N.s. 176JASSEMBLY LAYOUT PAIS OF UVWNC A5T,1 oaa C-, xAss O_1 CIA= SELF CMIDDI ASTM D1929 100 T M., ' AM 6155 C1� HV BLADE SOLID & �d HV WINDOW BLADE DETAILS '�" `"AFFER R�NERa` ASM 636 P,eL �w F" TE119IE Sir�55 BFf09E kFATNrAIAC ISN 815 6461 Fal 8000 F2J. N.T.S. 24IF/i�iiii� 1 P.r FLORIDA BUILDING CODE(Non High Velocity Hurricane long' 3t�P •E••• ✓ 02017 TILTECO•INC, ©2017 EASTERN METAL SUPPLY,INC. �� \C NSF'•.�' �+ B RT WTI,, A.�7■S■A■ Accordion Shutter System nIL E C O N G. KV. RADE#1 W/OR W/0 FLK WINDOW B11DE TILUT TESTING & ENGINEERING COMPANY American Shufler S tams YS Nd OESCT8Pn011 DATE DRAWN By, LCI �••'.. PJ•-��\, 6355 N.W.36M SL.Ste.305.NRCPNI 04RDEJ.'%FURCA 4316Associallon, Inc. I OLD 1S-085 27/1 LME: 07/27/17 Pt-1:(305)871-1530.Fo.:(305)871-1531 4268 Westroods Drive 2 ES-0671 0 CDm West Palm Beach, FL 33407 3 DRAWING No rrlrrl WALTER A.MUT Jr.P.E 4 17-107 P.E. SEAL/SIGNATURE/DATE ROMA L`'9 fL167 5 SHEET 6 40 20 NOIES ON HV LOCKS AN CENTERMATES I.RaftlaffUMITION Oil*ONE W LOCK(8 or®SHALL Be USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'MVEOR BW OR SPANS UP TO 105".AND FOR INSTALe 0 ANY LOCK or'g2 OF SHUTTER SPA.`! To ELEVATIO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED OR CENTERMATES f t It CENTERMATES W/(2) 1/470-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2k H-ft IF DESIREG,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV L (0 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO _RIAAAlg!�(PL -OR -ON-NOTE(1)ABOM_ _gNTL L& 'VOSHAW-BE-AS-INDICATED N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OP11ONAL CONDITION H � f2L glID LOCKING OCKiN!RODS- ARE-N ODS-OARE-NCOTON-1r3 fnOOUN iREiDt-AJT)R,JiLUIRMffiITECADN ME APNODSAT-OiORNY- COND5 YCABE M_70_ENHNCE SHUTTER-PERFORMANCE`LCCKING-RODS- Q -OR-ANALTERNATVE-DEVICE N 4. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. no�o r4tiqptftow w Lcm,g SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS ON* INSIDE LOCK. )N" ATI W L SHALL BE USED AS AN OUTSIDE OR L -17 -j=172-LCtIG=FCAT-HEkti-t-.!�.--M-.I�.-TW6-LOCKING-RODS 0 —ATTACHED--To= §4 CO OM =CENTERMATE W/(2r 0-20 F1BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, ;"Mel 5, FIM ALTERNATE TO MANDAYORY$�QNQTTION it VAI IT)ONLY FOR W[Q !M We MMETRILAL ONE ALTERNATE KV LOCK 2 MAY BE USED IN LIEU OF HV LOCK Zq or U FOR ANY SPAN AND L? E E 0 2INVI&TIMNS AT ANY ELEVATION.AL MAY LOCK tiO MAY BE USED AS AN INSID R OUTSIDE LOCK.ATTACHMENT OF 1/470-20x3/4-S.S.THUMBSCREW TO 0)OR BE MADE V// 1/4-0-20X3/4-ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. AT 1/2 OF SHUTTER SPAN OR TWO CF 0 It o5z NFLOMS"IfESESrED LOCKS AT 1/3 OF SHUTTER SPAN big 6. gl'DITION J3 TIONS! ONE W LOCK G or @ or @ SHALL BE USED AT tl/�2' SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I I TO 96",AND FOR INSTALLATIONS AT ANY ELL W VATION, LOCK @ or @ or @ MAY Be USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ of @ SYMMETRICAL CENTERMATES W1(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ SEE END cc N OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNLS ON p r Ski 10 o' to TYP9,FULL *NQ HEIGHT, L& OF CORNER _TES ON BY "T" LOCKS AND CENTERMATES: IT,IBM M-an MM AND 1. CENTERMATE SECOND ALTERNATE TO MANDANDU CONDITION jI VALID ONLY FOR W MATES 68 a-,ONE ALTERNATE W -r LOCK0 I&MAY BE INSTALLED IN UEU OF W 2j LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALT RATE LOCK RftjAAY BE USED AS AN INSIDE OR OU DE LOCK.ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCKE ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES @ AND fq W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W1 7/6'0*3/32" WINGNUT OR W/ '/4'OE2 JLOCK MAY BE INSTALLED AT MIDSPAN OR 12' (Zl'SS.M.S. INTO A 1141ox s/8'RivNLrr. MAXIMUM ABOVE A. MIDSPAN, USE OF TWO LOCKING RODS 0j TOP AND BOTOM IS MANDATORY. *NQTES QN HDLOCKSGES[ 1. Ho I=N Wj 0 COMMA=(31 OR(31 WZ(SA ONE ALTERNATE HD LOCK 0 MAYBE USED IN UEU Of Q.4 TYPICAL M HV BLADE SHUTTER ELEVATION OR(V W LOCKS FOR ANY SPAN AND INSTAI LATIONS.AT ANY ELEVATION.ALTERNATE HD LOCK(8 MAY BE USED AS AN INSIDE OR OUTS]qj� NT LOCK.ATTACHMENT OF NO LOC TO @ IS W/3#8 x 3/8'F.H. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT ON AS SHOWN ON SECTIONS H08-SAND HDC-HVC,SHEET 10.LOCK MAY Be INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS CS IS COMPLETELY OPTIONAL I/j777�/AAiiNi sr FLTNGCODE(Non High Velocity Hurricane one: 02017 TILTeCO.'INC. 02017 EASTERN METAL SUPPLY. INC. 13ERTHA HVTM A.S.S.A Accordion Shutter System KV. RAM#1 W/OR WIO H.V.WINDOW 11AX TE ML -aAmerican Shutter Systems gV.N' DESCRifMotl DDATEOPA%N By'. Lt- t - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE 07/27/17 6 St.,Ste.305.VRV�CMDEEN%ft"CRVA 331 :(3M)$7%-I!S3G.Fa::(305)871-1331 4268 Westroads Drive 2West Palm Beach, FL 33407 DRAWING-No It -e-3:t1t.,00-1.0m 3 ca- 06719 4 —107 lz 17 AL 0 o"' WALTER A."I'LUT J,,RE FLOMDA U.. 67 3 SHEET P.E. SEA!:jSlG#xTURE/DATE i 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED SHEET 13) REQUIRED1/4"0-20x3/4'S.S. CONCRETE ANCHORS A SHINE SCREWS CONCRETE RECUIR O CONCRETE ANCHORS / ' Q 1 E FGi 'C(SEE IlCUMnla ON SNW 1 ,' (SEE SCHEDULE ON W/1/4•-20 '^�, r, ® ) I /r SHEET t3) NUTS O 12.O.C. j (SEE SCHEDULE ON SHEET 13) f rr 1. r i� r. / f 1' ' rf.• .,.' Min. 1/4'0-20x3/4'S.S. ' MIA. • r: -- 12 DR 4 -- ED E MACHINE ____ ____ _ ___.I�1� � r1,/'2�•'r,'/f '— �4 E.D"`J'1'E/.DZ."/•-//;--_ EWS MAC�H+IN1E»te Of .,-�-- 19 0 USING 1/4--20 lots 0 12'O.C. , 3 E.D.• 250'Max. 1/ i 3 a15 .250 -.250-Mox. max. 5 �pONLOPTIONAL I I ' - - --- f I ,.. + -aLL t OR jldtN•SEPAPATiON TO CLASSONm WR 4).iMa19F�a �•' Y Y - �O g-"(�-(SEE SChmULE ON SHEET 11) + EXISTIlO +$ D106�rr$y I MIN.SEPARATION TO GLASS 1 ;—(SEE SCHEDULE ON SHEET IT) 1 1 EXISTING -- (A1 HV WALL HEADIER INSTALLATION HV WALL NEAdER IN LLATiON + KEYSTONE EXPSRNO —'-'—"" MIN_SEPARATION TO CLASS CLASS— NN'b'' `ra+ 1 OR 1 I I 1 1 EXISTING� {SEE SCHEDULE ort SHEET t t} t i TO QASS kra r I I I MOL SEPARATION TO CLASS CUSS 93 o fl+5raE1 ( t r_(SEE SCHEDULE ON SHEET IT)— EXISTING T) i ttw t#A9E CT rh rM ' T�7IDLS mk i EXISTING i 1 r •r ,,'' OPTIO!!AL i i i 01- /1'—OPTIONAL ./<• 1 Ili 111 - I - •I / I ; D'/. r__--t4 M6x. ' OPTIONAL -1 ( r' /� i Y t 3 aR 15 r' r E.4. f 1 t { E.D.f '/l� /^'f I i i t� / �1 N 1 1 1 r1/2••r--- - ED E 13 OR .,.f r`f• ff'f- - /, % f %• 1/4 -2013 0x34S S.S. PIWTR/ \\ / MmR. a004'S.S.PHILLIPS HEAD CONCRETE ANCHORS EO 52EMACNiNE SCREY5 USING 7UiUACHINE SCRtVS TE CONCRETE ANCHORS � , / ,. AGn• 1/4•-20 NUTS 0 12.O.C. (SEE SCHEDULE DN W/1/4"-20 NU1S ag 12'O.C. jjj (SEE SCHEDULE ON SHEET 13) f OR C01RED CONCRETE SHEET 13) OR CONCRETE FLOCS POURED DCOM BLOCK r' _` =NC RETE ANCHORS REQUIRED WALL `EC00U ED @ HV WALL SILL INSTALLAAT#ON J/ (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE_..) SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SiLL INSULIATIM INQTF FDE(•nliD(N TIQN DF'SFCTT�NS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.0."•EDGE DISTANCE ♦SEE t.iMITATICNS OF USE FOR ltd lJ\J BLADE i A(1 ' ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 10 i-1♦ EHL ADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, t llI il,. FLORfDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 02017 TILTECO,INC. 1fl 2017 EASTERN METAL SUPPLY,INC. sF•;r: ER HAHVT1A 4 y Accordion Shutter System TMASSA L E C767, C. FLK BLADE#1 W/OR W/O KV.WNDCNV BLADE Q �' TiLUT TESTING & ENGINEERING COMPANY American Shutter Systems x osscalPnox DATE ORAAT+DY LD. ,(,•'•.,(0 QtH,•; 44�AAA e3ss eLx.3Su.St.Su.M.MAW"WOM FLORA 3316 Association, Ino. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Pna+a:(30s)T171-1530.Fax:(30.S)e7t-1331 4268 Westraods Drive z DRAWING No. ........ - 11-man:tut.,M09o140m West Palm Beach, FL 33407 3 - S�aIVAEB-00067194 17-107 -+rye"ii�lidEErirE WALTER TRLN iE,P.E. FUXIIDA U.B 44167 P.E. SEAL/SIGNATURE/DATEa SNEBET 0P 20 TERN TE INSTALLATION W HV "T" LOC O V MALE/FEMALE EFT" LOCKS CENTERMATES 8 9 LOC ERS W GLAD ,vir„gND CONN 014 DETAILS ON SHFM O A-11 jN�,c•TALLATIONC HHV BLADE o—G iiJ �" V A0E(DsL-I MAL M**a=«f MW a W/ HD CENTERMATE$ 6) AS w[LL AS UmVOI MIAMI;6U0E®OCTAA.1fG0-NW. a m 8+7 8 tp• m PatCAffa as 0 s1w,tux 05m wm+n AttERNA� � ALu17pN OEIK t 1 `�NONISE,TlOS S,,R. ___-___ _- _---__-..--.. -___r___.-_-_- - -__-C END WALL CONNECTION- - -- i 02'0-0.0-@m tc55�3(s�s A/la»uw. .6 A d1IIr tYD•COSA:RPL 9 5' 1 I (OP-- ----- --- tI tOP1W'LW)_ ) L._----------�--•-----.----.----..-----.-- .---.-_--...-..- - .0 ---------------------------------------- Q 4.8 CU) tta3 P sus o tY 3 Ar cuo A &MP) I 6_FIaL U P1f. : I N _ (4)N.x. _ I N (A)N.V. 30-HV—"_T" —- - — w sat )- 2sa�anac ---- - - ----- -- -3 LOCK (INSIDE}— -- 1 _ a amn u 1 — — ------------- A -------._--- — _ ,,�• � r� 1 2 29 1 1 7/A 6/6' 5 3 OUT 31 Oa� 3 3)OR3@2 31 0a 2 31 0a 2 1/4" 0-20 x 1 1/2" S.S.M.S. E141 3 (OPTIDNA.) *SEE NOTE a FOR NV LaCR 3�. * Wf 7/8"0 x 3/32" wtNGNUT. tOPtRkiA)HmA—HVA OUT HOG-HVC r LOCK,ON st¢ET 5. /'� SYMMETRICAL ND CE J�TERMATES �'"J HV "T" LOCK (OUTSIDE} ( Y,�MM RICA HO CENTERMATES HV�a* Wf LOCK (EXTERIOR) W! S LOCK (INTERIOR) f SMM Dais AAUAOJM (202443 Alar)VRCC FWtGC TWI �m®m©•(,7 m®o ip•®�* 94ta NUTWRr.PAST i 0020. AS MANUFACRIAW 8Y N,4EL t"UM 1011=4 PASVP[NI.NLW JERSEY ©•O7 •�m®•(j •�w 07054 OR COVAL • 6m®.®,r�mV�•@, m� 3 © *SB wn ON tAM4 ROCS(9 L N3 LOVd M 11 5 \—(D tQ Q"'-� *#WAUtw nara+0 eM«®ctru 000-WO 1 au roa uL ccNiu,Mrzs�.nramus wau rttA0E0 Fz HDD-HVD** FLOATING STACK e FLORIDA BUILDING CODE(Non High Velocity Hurricane tone -- - i ............. �' 02017 EASTERN METAL SUPPLY. INC. v� 02017 TILTECO.INC. ER T)d o. . 3tecordion Shutter SystemGO ' A■ ■S A L1 H.V.Hv RADE#1 wf OR w/o Hv WINDOW euaE ! iILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.a OESCRIPnON OATC OP"I BY. I.C. O.t '. tI Ali,4,�� 6395 N.A.36"SL,i>305 NRClM CACOQJ9•fLOROA 3316 Association, Inc. 1 OLD 15-065 7/v 1 ogre o7/z7l17 (^ �`` Phony:(305)871-1930.Foy:(305)871-IW1 42fi8 Westroads Driva 2 DRAWING No V61-.�0lII)(jL����,d'it a-Ml: -tolI West Palm Beach. FL.33407 ` 17-107 WALOTER A T1I Jr.P.E. P.E. SEAL/SIGNATURE/DATE ELor6oA ue.i aa167 $ SHE S OF 20 RED POURED CONCRETE OR ? ���� POURED CONCRETE j; OOR CON RTECONCRETE ORLON CONCRETE OR CONCRETE %, CONCRETE BLOCK WALL ' "—" .`.V i BLOCK PlALL REOUDXED `� UL CONCRETE f REQUIRED �� BLACK WALL REQUIRED j�' fi .'\yl BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS 'CONCRETE ANCHOR' EXISTING GLASS f, i - --() / `' / ptiSTiNG CLASS 2•MIN, /_-_ 4 I6'O.C. �" _ .� ! / Lek SEPARATION � . � r � � ;1 !' 70 CLASS(SEE r i' M.N.SEPARAr4N / SOrtD1A.E d.V SF.EET /y: '/: TO GLASS(SEE �`` f' / MN.SEPARATION EQ CO 70 GLAL'S{SEE I ' 11 FOR BLADE((UAND ( SCHEDULE ON SHEET z / I TO GLASS(SEE SCIEDU£ON sl�w T/16"x3"MAX. ON SHMET i9;oR 11 FOR MADE OAND (6063-T6)CONT. GLADES(4(o .J j ION�(9� i j2.` It OR OWE Avc ON SHEET a19l FIXi ALUM.CLOSER 1ON SHEET 19 FOR (LOCATE AT (,� PLATE. (LOCATE 1/2' ` EtlDfS�& T� _____ E 510E._ _---------'k --'- -- ---AT-EITHER-SIOE--LIN 1 - -- --- - - -i- - -- - -- - -- -- - ----- --�_ -'-"'-- --RN _ _ -- -- OF( MAX S) 1/2-MIN, =^!) 1 4 USE U B 2" 'xI/ ( --_ �taxl/-1 S.M.S. ( _ _ _..__--� UM_CLl_ANGLE 8'x0"2- - - - - -- _r 6"O.C. 1 ._ ...+ __ ._ .� _ ALU I P i - - -GCI uAN •` C - - - ® i6_9,C,. .. ,:`�••��_^• � .. AL,LOY)_AT MIXHEX{ GHT - 6063-T6_ - -- (1)g100/2-S.M,S.TO@& (2)1/4'0 TAPCWIS ANCHORS TO 1% WALL 5 • - • SEE DETAIL%TO,/ jO REITHERA SDE O.F(4-))C. CAT£AT ) OR_ _ -SEE-DETAIL-%-FOR —_ SIDE F.ONNECTION ® _ -- _ n-1-_OR=( -. c=I-...-__�-_ — _ _ _. _ -I"OR_ SEE DETAIL%FOV. 4 r� C� `^� SIDE CONNECTION `� I �'°'©• 7Q°"6 t �w SIDE CONNECTION °-0-©.0- 10•0« « «y8 7«qqByy��Af�O•�a TO TRACKS a a 8 A7�w�B f0•�« /tp�•,/�'+,w�`®w®•A� TO TRACKS 8-0-0.0-VO-0.•0«@•Q-0.0w 14•�°'©•@-t:1.4.7w 10•®«y©�'�C.:J'�'®p1 \;,!•V'©«©•�',LLr�•Y°1 `/ 6+7Q 0.0•Q«®•Q•�w ®•Q7 -Y!«Q-0-l'q't�0' �•�«1�,• 6 8•v„�« (�.�«®.®a�-¢Yw �•��®r�}y°f�•,`�V�'"1�,:^�J-�« gU'•�Qtw�.®«1Q5•�«(�•CI ®:®«,I{©�.®a�+(��«,�A 1;,J-�«®-®°•l'.9�«�� ®''L9jO"®-�wt�•QS w�•� Q �°'�•®ate t�"Q'® I=ND CONNECT#Oj� DETAIL 1 SND CONNECTION- DETAIL ESD CONNECTION DETAIL(3 END CONNECTION DETAIL 4@ i REQUIRED ONLY FOR SPANS GREATER IRAN 12'-0- POURED CONCRETE OR EXISTING CONCRETE-! EXISTING GLASS rr r REOUREO BLOCK WALL GllSS 4 ._l I 4 -(� f f ai4zt/2"S.M. � _ ------------, MIN SEPARATXkJ _________.___ TO GABS(SEE .' @ IVIWC. fAN.SEPARATiat Y '3X_____-�_� ON SPEETTO CLASS(SEE ___ ___ <.,,___--_f-0 OR®OR�OR 1I FOR�9ADE Q CONCRETE :` 1 f2'LAIN. SRIEDl.4£(XJ SREET -� - ' rrr�••��q��, ON 9-M 19 FOR ANCHOR 0 / 11 FOR SLADE OAND 4 '---__ OR@. OR 90RVSAMIDh 12'O.C.; CN SLEET I9 FORCONCRETE' ' 1 5 BLADES pry 0 j-- - OR(g ANCHOR TED r- ,! /" _ _..__ •� �' Ea - JA - '�..� OR@OR(qCR 2""M IN, 2-MIN. ♦ SEE UUIAT10N5 OF USE FOR � ��� Yy / BLADE EA ON SHEET 19 @ORQOR(qOR(gOR� ��..4E�S_. 5 j 1 OR ®' f PLAN 1 OR �• «©•p«pa IQ•�« DETAIL POURED CONCRETE OR , ®«®•OwC? 10•�« ' tQ-��w�.®wd•�a ND I STALTI{} CONCRETE BLOCK WAILIO.•®«©. 6 7 «6 7 � REQUIRED ®-�•Qad•� �« O-Q-� Q'O'k�" t1 'nWV BLADE OR d HV WiNDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END GONNECTiON DE TAIL 5 C 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane tttiV:� '-A.'-• 02017 TILtECO.INC. 02017 EASTERN METAL SUPPLY,INC. LICE gF• 9 : BERTHA NVTMT ' TIL E C O ���. Accordion Shutter System RV. BI.+DE#1 W/OR W/O KV. WIMM BLADE American Shuffar Systems Ev.R OESCRIMON DATE RAWN B+: L.C. TICCIT TESTING ENGINEERING COMPANY Association, INC. 1 OLD 15-085 7/27/1 GATE 07/27/X7 V�•s-/�� t E41 AAA 6]56 UM,36th.SL.S!l_]D5,%SIERRA GkRO .RMWA 3318 Fhone;(305j671-19SG. (3G5)67t-1531 4268 Westroods Drive 2 DRAWING No S7ONALE� tt''tt wua�n YaL7rc 4LCa.PE West Poim Beach. FL"33407 17-107 "•"'�n'�"' FLORIDA U,.p 4Ja67 5 SKEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 Sf�14EDUtE #3 M&NUM SHUTTER SPAN* L+"OR 'L-" MAXIMUM SHUTTER SPAN* "L+' AAX)tEUM SHUTTER SPAN*'L+- INSTALLATION LEGEND (ft,). FOR INSTALLATIONS W/ $( OR -L--(ft.) FOR DR %-' (ft.) INSTALLATIONS t�c[�ERMATES ® & or or tNSTAltAT10NS W/ W CONCRETE & WOOD (7}L+:MAXIMUM ALLOWABLE SPAN FOR A GIVER W/ ONE/H Y. LOCK � or @ or�or Q=Z & y�►y/ ONE HV LOCKS MANSORY PQSITIVE AS.D, DESIGN PRESSURE RATING. HO LOCK e3 W/ NO LOCKING RODS or ONE Hv LOCK or or L-; MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR +tt/ NO LOCKING WALL A. B. C. 0. E. M, N, 0, P, 0, AS.D,DESIGN PRESSURE RATING. CENTERMA� 28@ 29 v1J ONE WJ NO LOCKING RO S ODS MOUNTING F, K & L R. S, & V. HE) f' LOCK 30 V//TWO LOGNG (SEE NOTES t.tt) (YAUO FOR MOUMIN4 6 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 tt,JITOP'GG&fBOTTOM EE n SHEET 7) FLOOR/CEIUNG G, H. 1, N, J T. U, W& X WALL MOUNTINGS(TOP/8OTTOM) OR FLOOR/CEILING: colic" S;1.40 INSTALLATIONS V CONCRETE&WODO CONCRETE MOUNTING & M wzuw vfxrnt+ _GNEN_A POSITIVE AS.D, DESIGN PRESSURE RATING,- a6d O69a1 asO.o�a1 AI TI 4qA.[mvI_ NSTALL4TION5 __ -' -- ---___-- _�- _ - -. - --_ DETERMINE MAXIMUM SPAN'L+-FROM SCHEDULE. - '-- 6riAS5UIB. 'WAIL,MOUNTING --FLOOR/CEtUA'G- -- - FFE'dS,WC' -'-weLC uanmNa''--- tFiS aAi�.a fiOCR/CpLUiO wUlmrtG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING ✓j ttOUNTWG (p.a r.) FLOOR/CEVIC MOUNTING V.'7�) OR DETERMINE MAXIMUM SPAN "L FROM SCHEDULE <•OR-) FLOOR A44"O10 6 MAXIMUM SHUTTER SFAtt'L+'OR 1 FOR _ _ _ __ ._� L+ (ti) t-(tt) t+ {q) t (f4 L 4 {ft) L-{ft) I 1 ) I-h irvSTALLATiONa 1VIO-WOOD SPIAtL BE_t,iF,;TED TOFINIAL-MAXIMUM A6.OWAA9(.E_SPAN_JS_EOUAt.-TO_THE v- _ 3O--OR-LES -16'=i ; iv-0"" 'I6'=0' sa-0 30_ 3d-----15'x'---is'_.a" -- --- - `�'---_-- - 35 14'-i0' 14'-18' t5`-2" 78`-0' 35 ta'-20' 14'-10` 35 t5`^2" 16'-ip' _ _..lOS psf.AS.D'DEStGH"PRESSURE RATING.�- - -- f�ttftSdS)M DETERt1tNED SPAN BETWEEN'L+"AtdO 40 13'-10' 13'^10' 14'-2" 15'-2' 40 13'-10' t3•-10" 40 14'-2' I (3)PROCEDURE I TO DETERMINE MAXIMUM SPAN FOR 45 13•-1" 13'-1- 13'-4" 14'-3' 45 13'-1" 13'-1" 45 13'-4' 1' HV CORNER CENTERUATE#3 MAY 8E USED AT ALL COMBINATIONS IN BETWEEN GS:WALMOUNTINGS 5Q 1$-5' 12'-5' 12'-8' 13'-T _ E10 12'-5" 12'-5' - 50 12'-3' MOUNT1f(G INSTAUATIONS.-LOCKING_SP,ECIFIC- NS__- W/FLOOR/CEILING MOUNTINGS: -— - - --- --- --- ----SHALL BE-AS-INDICATE D ON MANDATORY CONDTTION #2 -11=10• -12'=1---12'=,1---- -55---11'-1p�----�11'-1p� 55 11•-1' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE SQ 11'-4" 1V-4" t/'-7' 12'-4' 60 1t'-4' tt"-4' UO iD•_2• NOTE#5,SHEEP S. RATING: 65 10•-10" f0'-10" 11'-I" 11-11 65 IV-10" IG'-10' 65 9'-5- DETERMINE: 70 10'-6" 10'-6' 10'-9- N`-5" 70 10'-6' 10'-6" 70 8'-9- Ll+=.MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 INSTALLATIONS. FOR FLOOR/CEILING MOUNTING 75 10'-1" 10,-1• 10'-4- f1'-1" 75 10'-1' 10'-1" tt EXCEPT THAT MAXIMUM SHUTTER 80 9`-10" W-10" 10'-O' 10'-9- 80 9'-10" W-10' SPAN 1+'OR'L-*AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 10'-5' 85 9'-6' 0'-6" PRESSURE FLYING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3 9'-3' 9'-S- 10'-7' 80 W-3' 9,-3" OR CONCRETE BLOCK SHALL.BE UMRED AS FOLLOWS: DETERMINE- . 1- CONNECTIONS TO KEYSTONE MOUNTING L,-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 95 0'-0' 6"-9' 9'-2• 9'-t0' 95 9'-0' B-9• LIMITED TO +64.-72 P.s.f. AND 8'-0" SPAN, SEE L2- MAX.SPAN FOR FLOOR/CEtUNG MOUNTING 100 8•-9' 8'-4' 9'-0" 9'-7 100 W-9' W-4" MOUNTING M@ON SHEET 7, INSTALLATIONS, 105 8'-7' 7'-11" 8'-9' 9'-4- 105 8'-7• 7,-11' 110 8'-4' T-7- 8'-7- 9'-2" .1i0 8`-4' 7-7" FINAL MAXIMUM ALLOWABLE SPAN IS EDUAL TO THE 115 8'-2• 7'-3' 8'-4• W-111 115 8'-2' 7'-J" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L,+. 'L2+", 'L,-'AND 'U-- 120 L2=120 8'-0' 6'-11' 8-2- 8-9' 1 120 8'-0' W-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-10" G'-8- 8'-0' 8'-5' 125 7'-10' 6'-6• ALLOWABLE SPAN AND NEGATE A.S.D. DESIGN 130 7'-B' 6'-5' T-f0' B'-t• 130 7'-B' 6•-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-r 6-2 7'-s 7-9' 135 7'-r 6'-2' MINIMUM SPACING, 140 7'-s" -FIT- T-7• T-6- 140 7'-5' s-u" ASTM E-1996 SEPARATION 145 7'-3' V-9' 7'-5• 7'-3' 145 7'-3- W-9. TO GLASS 150 7'-2' W-7- 7'-4' 7'-0' 150 7'-2- W-7" 155 7'-0" 5'-5' Y r V-9' 155 7'-D' S-s• 1 THRU 3 1" 160 6'-11' 5'-2' 1 7'-i' 6'-7- 160 6'-11" 5'-2- _ 165 6'-10" 5'-1" 7'-0' 6'-4' 165 6'-10" 5'-1" 170 61-9' 4'-11' W-11" 6'-2' 170 6'-9- 4'-11- 175 6'-7' 4'-9' W-9" 61-0' 175 6'-7' 4--g- ISO 6'-8' 4'-6- 6'-8' 5'-10- IRS W-6• 4'-6- 10 H V B LA D E 185 8'-5' 4'-6" 8'-T 5'-8' 185 8'-5' 4'-6" W20 W-4' 4'-5- 6'-6' 5'-6' 190 6'-4' 6'-3' a'-3' 6'-5" 5'-5' 195 6'-3- W-2- 4'-2' 6'-4" W-3" 200 6'-2 4'-2- iii 6'-+• a'-r 6'-3- s'-r- z05 s'^r !� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' R`-% •• TJ f 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,INC. 0!", cENSF°•:� _ BERTH N TM T� Eco ���. A■ ■A■ Accordion Shutter System *. H.V. BLADE#1 W/OR W/O KV.IMNDOW BLADE -aTiLLiT TESTING & ENGINEERING COMPANY American Shutter Systems N 5rsa6rr cw oA1E ORAKN Or:u fCY. G. ,ry u+' ,••'�Q' Y 7/27!1 "l '• 33 8]53 N.W.38tH.5,.,61e.305.wRGWM GN100+S.FLSAIW J], Association, Inc. 1 OLD 15-085 OATE: 07/27/17 !A Fb-.:(305)871-1530.K:(305)871-1831 4268 Westroods Drive 2 DRAWING No -mac 1214cnona.ccmWest Palm Beach, FL 33407 3. S%NAi � ',� E6-0006719 17-107 p� WALTER A TIUR Jr.P.E. 4 �'' rLORIOA U0.11 44167 5 SHEET P.E. SEAL/SfG' 76RE/DATE 6 11 Of 20 1 . 7 a a ,:ll/ ":4-'!• . ':1a :a. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES cC""�PR6SlNtF R6TfNG ANO A CO UNTIMM C G, t(H ON SHEETS 6 FOR CONCREtF OR CONCRETE BLOCK INSTutAMONS (SEE YOUMNGS E O,&HON SFIEEIS 6&7) i.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POtifEO CONCREtE/lX7NCRESE BLACK I POURED CONCRUL (A) TO EXISTING POURED CONCRETE(MITI.Fc•3 kA7 Y, UU (g)WALL SILL MOUNTING ©CEILING MOUNTING (p)FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILDER.(Min to=3 W,) ANCHORS SPACING LEGEND -i/4"o x 3/4'ALL POINTS SOLID-SET ANCHORS,AS OiSMBUTED 8Y ALL PANTS SCREW,BOLT&SPECIALTY COMPANY.(Min.14.3 Iso (H) &SIL OUGH WWATTIC PRISM FAT .DE•M77 tEOJVT'NE PRWARE RITNG 4T FIOAV - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1'c-2 kgy TAPCdN OR -tj4"0 TAPPER+ATJdV AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30 40 60 75190 120 TI30 205 40 60 75 00 120 160 205 30 40 00 75 8D 120 i$d 205 TAPCON WITH ADVANCED OONPANY OR AIYY O1HER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 f0 9 a 8 1 6 M. 11 12 I0 9 BIB 6 6 14 12 10 9 0 6 0 THREADFORM TECHNOLOGY 3•-0" 14 12 to 9 a B 1 8 1 6 14 112 109 8 9 6 6 14 12 t0 8 8 9 6 jt_8 ALL POINTS SOUR-� OR 14 12 10 0 8 B 6 6 14 12 10 9 9 I a 6 6 14 12 10 9 0 8 6 S BLUE TAP W/CAP NOTES: 14 12 t0 9 9 8 1 6 1 7 14 112 10 9 8 1 8 0 6 14 12 t0 9 B 8 6 6 TAPPER+ AT)L9N0dt1M EMBECMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORU TECHNOLOGY ANCHORS ANO TAPPER+ 14 iT SO 9 a T 55 3.8 14 12 10 9 a 0 6 5 1 4 12 10 9 6 0 5 5 µC110R5 fS 1 3/C,AND FOR BLUE TAP-W/CAP ANCHORS-IS t. 1/2. - - 14. 12 f0 9 6. -8-1_6 e_ 14 12 .10 _9 a _8_ 6__6- 14...12..10.-9--0- 8,- 6-55 ----- 14 t2 10 9 8 a e 4 14 12 i0 9 8 e 6 4.5 14 12 10 0 0 0 4 Ab A.2)KohiM 1M EMBEDMENT OF 1/4`0 x 3/4`ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8`INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.8 14 12 10 9 B 8 6 5.5 14 12 t0 9 9 B 6 45 INTO STUCCO SHALL BE PERMITTED, 1/4-0-20 SS MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 10 9 7,5 55 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7:w 4 +SEG 4110:4 Or USC rpt ppST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO, 14 12 t0 0 8 8 B 6 14 12 10 9 a 0 6 S.5 14 12 10 B tl tl B 45 .__-. eJApC CN SnEEY 19 S..._ 14 12 10 9 8 -7 4 - 14 12 f0.9_..9 65 5 35 .14_ 12 -t0 9 a5 5 35. 3. ^-�_�_..-r---.----AS)-tN CAaE THAW-FRECA5T=STONE,PRECAST-CQNGREFE`PANELS.-PAVERS'OR-ANY'VEitEER-BE-FOUND Oti"TNE•EXISTWC WALL-aR'FLOOR:_ --`"--- "- 14 t2 t0 9 8 75 45 - 14 12 t0 0 8 8 6 4.5 t4 12 10 9 6 8 45 .75 ANCHORS MALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAH BE AS INDICATED ON 14 12 94 7.5 g.5 4,5 - - 14 12 10 9 8 75 55 4 /4 t2 10 9 9 6 45 35 INOTES NSTALLAATION INTO}p!B WITH MET STUDS SE 0 SHEET 20 SIDING OR E05 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR Br^D. t4 t2 10 9 8 8 6 - 14 12 10 9 8 8 6 5 14 /2 10 9 8 65 5 35 14 t2 t0 0 7.5 5.5 3 - 14 t2 f0 tl5 T 5.5 4 3 14 12 8 6.3 55 4 3 - 14 t2 10 8 a 8 - - t4 +2 to 9 6 ab b 75 14 12 t0 9s 9 5 4 - (B) TO pOSTNG CONCRETE BLOCK:(ASTM C_90) _ _ --:-=14 t2=10 Bs S.S.'3--_-:__14-=12-.10--9-_6_ .4.5 3.5 14-.12_-10__8__T__s_ ._3- _ -174T0-TAPCCf4-OR=TAPCON=WTTM'AM+ANOEO-THREADFQRIA"TECNtI GY-ANCHORS AS-MANUFACTURED BY I.T.W.BULDEX. 14 12 f0 9 6 0 - - 14 12 t0 9 a 7 5 4 14 12 f0 0 75 55 4 3 - 1/4-0 x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0" T4 t2 10 9 &S 4 - - t4 t2 8 73 8 45 SS - 14 0.5 T 95 aS 35 - - 1j4`0 BLUE TAR CONCRETE ANCHORS Wf CAP AS MAENUFACTUREO BY FLORIDA FASTENERS DIRECT,INC. 12 14 12 10 e.S 7 4 - 14 12 10 9 7.5 6.5 4 - 14 0. 9. 7 75 45 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED By ALL POINTS SCREW.BOLT&SPECUU,IY t4 12 7 51 4.6 - - t4 t2 70 8 75 U 12 8 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. B'-0" 14 12 10 0 0 65 - - 14 12 10 9 a 6 4 - 14 /2 10 8 65 S 35 _ NOTES: 14 12 e.5 7 9.5 3 - 14 12 a 65 55 4 3 - 25 9.8 6 5 4 3 - 8.7)L41WVVU EMBEDMENT MID CONCRETE BLACK OF TAPCON,BLUE TAP Wf CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND IAPCON 14 S2 SIS 7S 8 - t4 /2 95 8 65 0 - - it 12 8 8 8.5 4 - - 'WRFi ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1", 13 95 6.5 5 3.5 - - - 14 12 10 9 65 5 - - 14 12 8 6.9 5 4 - - B,-D. t4 +2 t0 9 9 - - - 14 12 to 9 15 46 - - $4 12 85 7 55 4 - - 13.2)LONTMUM EMBEDMENT OF 1f4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 75 6 4 - 14 11 7 S. 5 J5 - - 11 8 55 4.5 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S. MACHINE SCREW USED SHALL BE 1 I/2-LONG MINIMUM SHOULD STUCCO 14 12 8 6S {S - - 14 f2 65 7 55 4 - - 14 0.5 7 55 6 45 - - EXIST,AND t`MINIMUM FOR WALL$WITH NO STUCCO. tis&b 5.5 4 - - - - 14 12 9 7 6 4,8 - - 14 it 7 55 45 35 - - 14 12 10 9 7.5 - - - 14 12 10 a 6.5 5 - - is 12 B 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FIRM, 10'-0" 14 S12 7 5 35 - - t3 93 o 5 4 3 - - SO 75 5 4 3 4 - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENND SAID WALL FINISHES.ANCHORAGE St4A,L BE AS INDICATED ON 14 11 7.5 5.5 - - - 14 11.5 9 6 5 4 - - f25 95 6 5 4 4 - - NOTES 8.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL 5101NG OR pF5 WITH OR WITHOUT METAL$1U05 CONSULT THIS ENGINEER. 10.5 8 5 - - - 14 t2 9 6 55 4 - - t3 10 65 s--47-3 - - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 11'-O• 14 12 10 - - - - 14 12 9 1 6 45 - - 14 10.5 7 S5 43 35 - - (C) ANCHORS SHALL BE NSYALLEO FOLLOWING ALL OF THE RECOUNENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.6 5 - 12 9 8 4.5 4 3 - - 9 7 4.5 3.S 3 - - - 14 10 7 - - - - I< 10.5 7 55 45 - - - 11.5 95 55 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDC&DISTANCE(ED,)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 8.5 7 4.5 - - - - - 14 t"75 6 5 - - - 12 9 6 4.5 4 - - 14 i2 10 - - - - 14 S2 a 65 5.5 - - - /3 10 65 5 4 - - EDGE DISTANCE VERSUS SPACING SCHED Lt I c FOR ANCHORS, 12`-D• 15 05 45 - - - - 1t 8 55 4 35 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR ECCE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACB:G 3.5 SIS 8 - - - - - /319.516.5 5 4 - - - 05 8 5 4 - - - BY MULTIPLYING SPACING sKowN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 0 - 13 t 5 7 55 45 - - - +t 95 5 45 35 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN LONIUUM SPACING NOICATEO FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 115 7.5 8- 5 - - - 12 9 6 45 4 - - - FACTOR 0.6 9 - - - - - 10 75 5 4 3 - - - 75 U. 4 3 - - - - ASA- TAPCON WITH ADVANCED TAPPER + t2.5 es - - - - - 12 9 8 45 4 - - - 85 7 s 4 - - - - , Y B pE QR D E<> TAPCON THREADFORM TECHNOLOGY ALL POINT$QUO SET BLUE TAP w/CAP MIN.SPACING a B ICTANCE - - - - - 13 95 8, 5 - - - - 05 75 S 4 - _ _ 14 12 - - - - - 14 705 7 55 - - - - 11 B5 53 45 - _ E,p, E3N.SPACING r 3• +,NTMI SPACING.3" MIL.SPACING-3 1J2' MIN.SPACING.3• 3 3/4' 4• I0 75 - - - - - 9 7 4S 35 - - - - 7 3 J5 J - - - 1J.1D NU PouREO COtNGlE76& FATTED aTHDaTE OOflCY7pE B4OOC PIXIREO CONCRETE& POURED CONCRETE&T(AfiSD fANQ4TE 07NO3TE BLOCK itb 8 it 8 55 <3 - - - - 9 6.5 4S - - - - I'1N WINDOW CONCRETE stoat UN E0:.3 tJ2•Mtl EA.•2 ijr CONCRETE 91.00K CONCRETE BLOCK �,ED.•S tfY 1L't.ED.•2 iJ2• U"t EA•S SIN.FA•S1 Ut1 E0.•Y 12 9 6 - - - - 95 7 4-5 - - - - - 3• SA 0.90 to 0.78 to 0.84 1.0 t4 - - - - - - - 35 ,o ss - - - - - D5 a 5 - - - - - BLADE WORKING 2 t/2" - 0.81 1.0 - 0.07 1.0 5 - - - - - e5 0.5 4 - - - - - 65 5 S - - - I�UNISON.♦ - - 10 - - to 6 5 - - - - B.s 8 4 - - _ 2' 0.71 0.51 115 8.5 55 - - - 9 e. 45 - - 1 3/4• - 0.91 - - - 0,43 14 - _ - _ - 125 95 6 - - - - 10 7.5 S - - _ 7 7f2' 035 - 3 - 0.5 - - - FLORIDA BUILDING CODE(IMon-High Velocity Hurricane Zone' 47ii11i T`1••,,,A. j/ - 02017 71LTECO,INC. 02017 EASTERN METAL SUPPLY,INC. • ��FNs••• 1.�-��.: a t L E C C11N�. BERTHAte A stemAAccordion Shutter Sy ■ ■ A■ tv BIaoE#1 w/OR w/o H,v IMND04V BLADE •. ? American SfTUff@C Systems CESCRIPDOH GATE DRAWN : LC. TILLIT TESTING & ` `. T��� 8J55 NW,S6N Si,Sb.305.YIR edA GRD 5,RCNM 3315 Asso ENGINEERING COMPANY l:iattont Inc. f OLA 18-085 7/27/17 GATE: 07/27/17 p Pncne: 4268(385)$71-15 .I-:(365)877-7531 Westroads Drive 2 36 :p�lpp.,, �. TT4 9- 4:Wt-0.144rn West Palm Beach, FL 33407 3 DRAWING No '1,�4�/ ••••• 1Pvltti WALTER A TLLR1J-P.E. s 17-107 oN/, FLORIDA Uc.1 44167 5 SHEET P.E.-SEit AT(7RE DATE 6 13 OF 20 M&MUM ANCHOR' SPACING (in.1 SCHEDUL FpR A cNENft'et+lfa SPAti (SEE UOUNtINOS I,J,K&L ON SI(EET 7) POURED CONCRETE POURED CONCRETE BLOCK ANCHORS SPACING LEGEND ,WALK OVER& 1 TRENCH QRAINGUARO MOUNTING ®WALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNTING TAPCON OR SpM tp MAIGUM i0lhttlil DM 146O6t Mal Stam'+[RURM RM od X0 CtSfat KWh ARMM 9AG0 DEM 11MI&T F .t&M TAPCON WITH ADVANCED $0 40 60 is 9p 120 160 205 30 40 60 75 0o 120 160 205 30 40 80 7s...so t20 tea 2o5 30 4o so 7s 9oT 120 iso 245 THREADFORM TECHNOLOGY 14 1'L /0 0 0 6 6 12 12 12 1 12 iS0.516.5 ] 7 7 7 7 041 s 5 9 S 9 5 5 ALL POINTS SGUO-SET H 12 10 9 0 8 6 8 !2 12 12 12 12 12 95 7 7 7 7- 7 7 7 7- 7 5 5 6 9 S 3 5 6 OR LESS 14 t2 f0 0 8 8 B 6 12 12 12 12 0.5 8 8 45 7 7 7 7 7 7 7 5 5 5 5 L. 5 5 5 BLUE TAP !4 t2 Y0 9 8 8 8 8 72 t2 12 i2 12 10 7S-.6 7 7 7 7 7 7 7 7 5 9 5 s 5 6 9 6 TAPPER+ fi 12 10 9 0 8 0 0 12 12 12 12 115 8.3 85 5 7 7 7 7 7 7 55 < 5 s 5 S 5 9 8 4 ---- _ [14 12 To 9_..8_-D_.e- 0-. t2-f2--12. t2-42-9.5 -7-5.5 7-_7__p-7__7^_7_.7_y_.3-_s__y_ 5__5_ 5_.5_12 !N 9 8 8 0 6 t2 12 12 9.5 8 6 4.5 3-5 7 7 7 7 7 7 8S 5 5 S 5 5 5 S 5 5 f2 10 9 8 8 8 8 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 6.6 5 3 5 3 5 9 5 12 to 9 8 0 0 0 12 12 12 11 9 7 3 4 7 7 7 7 7 55 4 3 5 5 5 6 5 5 4 3 12 10 9 0 8 8 0 t2 12 12 12 10 7S.9S. 4 T ] 7 i 7. .7 7-.._.5 5 S-_.6 9 9--5 -.5'72. 10' 4. 9. _@" .8 _32..13 95:75-=0.45.35.__- 7,<:7-.:7_ -,Sz. =5...6-.5-.5...5--0-,5-•4--..•.--.•-_---`.�-''°'-`..•._-..'"�--'.12 10 q 0 8 6 0 12 12 12 9.5 8 8 45 - 7 7 7 7 7 7 5S 4 5 8 5 5 5 5 5 4 SSEE ANCHOR Ta o 9 aee6 12 1T 1.5 9 7S 5s 4 3 7 7 7 r 7 4.5 33 - 5 6 5 5 5 45 3.5 - SPECIFICATIONS 6,-o. 12 10 9 8 0 6 6 t2 t2 S2 10 8 6 SS 3.6 1 7 7 7 T 7 7 7 S 5 5 5 5 5 5 OFd SHEEP 13 12 10 9 0 9 6 0 12 12 e 6 5 4 3 7 7 1 7 i S.S 4 S 5 5 5 5 5 4 3 t4 ,2 10 9 8 8 6 6 12 12 10 8 6S 5 .79 - 7 7 7 7 7 6 45 ^ 5 5 5 5 5 6 45 - "__ 1142� =10==0=-8 -8- 6=-6- 12...12-110-1-0-6.5...9-3,.5.---"7"-7-'7-65"55."4- ._�-5 5 .5. 5 5 4 3 -__-- 7,^O• 2 f0 9 8 8 6 6 12 12 12 &S 7 5 f J 7 7 7 7 7 7 7 S 6 5 6 S 5 5 s 2 70 9 8 8 0 6 t2 10 6.5 S 45 3 - ^ 7 7 7 7 es 5 3 - S 5 5 5 5 S 35 3 2 10 9 9 8 6 0 12 12 95 7 55 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 2 10 9 8 5 6 - 12 12 0S T SS f 3 - 7 7 7 S5 4S 3 - - 9 5 S 5 45'39 - - PSF A.S.D DESIGN PRESSURE 2 !O- 9 6 e a - +2 /T os T.S. 6 4.6 35 - 7 7 .7 7 7 7 r + s s 5 6 5 5 5 5 RATING & FOR SPANS PER 2 10 0 0 8 6 - 12 9 6 45 4 S - - 7 7 7 7 5.5 4 - - 5 5 5 S 4 3 ^ SCHEDULE #3. SHEET 11 2 10 9 0 8 6 - 12 tt 7.5 6 5 .75 - 7 7 7 75 6 45 - 3 5 5 S 3 45 - - 2 10 9 8 8 - - 12 1.5 7.5 6 5 357 7 65 5 4 - - - 5 5 5 5 4 S - 2 10 9 0 8 - - 12 t2 AS &5 5S 4 J 7 7 7 1 7 T 8 3 5 5 S 5 5 5 5 9 2 10 9 60 1 S8 5 4 3.57 7 7- 0 5 >s - - 9 5 5 3 5 < 32 f0 9 e 8 - /2 f0 6.5 5 45 - - 7 7 7 &5 55 - - - 5 5 6 S S2 10 9 0 8- - - 12 05 7 55 4.5 35 - 7 7 SS CS 3.3 - - '5 5 0 4. SS - -2 10 9 8 B - - 12 11 8•S 8 5 35 - 7 7 7 i 7 7 4S - B 5 3 9 3 5 S {5 I i 12 t0 9 8 8 -19,517 4.5 35 S - - 7 7 7 55 45 - - 6 5 5 5 45 3S ,4 12 TO 9 B 8 ^• 12 9 6 6 4 - 7 7 7 e 5 - 3 9 s 45 5 - 14.72 t0 9 8 8 - - 12"t,S 6 s 4 3 - - 7 7 $ 4 3 - 9 5 5- < ds - - - 1 1< 12 10 4 8 e - - 12 18 i 55 4.5 3-1 - - T 7 7 7 7 7 IS 5 5 5 5 5 S 5 4 R 4 12 10 9 8 0 - - 8.5 6.5 i 3.5 3 - - 7 7 6 5 4 - - 9 6 5 S 4 3 - O H • BLADE ONLY. 14 12 t0 0 8 5 - 11 8 55 4 - - 7 7 7 5.5 45 ^ - 5 3 9 S 45 - 14 12 10 9 8 - - 1.518.5 S5 15 3.5 - - 7 7 45 3.S - - 9 S 45 J.5 3 - - T2'-0"14 12 10 9 8 - - - 12 05 6.5 S 4 3 - 7 7 7 T 7 6 S - 9 9 5 5 S 5 45 3.9 14 12 10 9 5 8 8 4 S - - - 7 7 65 45 7S - - - 3 5 5 45 4 J 14 12 10 9 9 - 70 7S 9 4 - - - 7 7 6 S - - - 5 9 5 9 1 ti 12 10 0 8 - - DAIS b 4 35 - - - 7 65 43 35 - - - S- S 4S 3.5 3 - - - 13,-D" 14 12 0 8 5 - - - 1.51" a 45 35 3 - - 7 7 7 7 J74 - - 5 S 5 5 5 5 4S 35Tt +2 10 $. 8 7 I S 35 3 - - - 7 7 5 45 6 4 3 14 1T 10 0 0 9 7 4.6 .7S - - - 7 7 5.5 4.5 - - 5 5 5 4.5 4 - 14 12 10 9 - - - - to 75 5 4 3 - - 7 6 4 3 5 5 4 314,-D"/4tb 9 - - - - a5 8 5.5 4 -! - - 7 7 7 7 - 5 9 5 5 5 5 4 3 14 12 f0 W 9 ] - - - - 7 7 5 34 S 9 5 4 - - 14 12 10 9 - - - -' SS 95 4 - - - - 7 7 5 4 - - S 5 9 4 - I4 9 7 4.5 3 3 - - 7 5.5 35 - - - S 9 S5 3 - - - - 15�-G� 14 12 10 - - - - - 10 7.3 6 4 3 - - 7 7 7 7 7 35 - - S 5 S 6 S 9 4 ] t1 12 0 - 6 4.5 3 7 7 45 3 - - - 5 6 4.6 35 - 14 r2 10 - - - 0 6 4 - - 7 1 7 5 - - 5 0 5 4 - ti t2 10 - - - - - !!5 6S 4 JS - - - 7_5 5 35 -' - - - 5 I6'-O.14 1 10 - - - - 9S 7 45 35 3 - - 7 7 7' 8 1 3 - - 5 '3 s- 5 5 CS 3.5 - - 0 4.5 3 - - - - 7 65 4 - - - - - S 5 4 35 - - - - u 12 10 - - - - - zs s 6 - - - - 7 - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ... 102017 T&TECO,[NC. 4832017 EASTERN METAL SUPPLY,INC. 'ijGEtysF/4 BERTHA RVTM a�� 1 L E C O A S A Accordion Shutter System � �■c. ■ ■ ■ ■ ltv sLaoE#t w/OR w/o H.v NANDOW BU�De dF� fmerican Shutter Systems .N otscIt"011 DATE DRAWN sY: I.C. *; TILLiT TESTING & ENGINEERING COMPANY 6335 N.N.36th.54 Ole.305,Vl9WNU GMOCNA FLORIDAfLOR1M 3316 Association, Inc, 1 OLD 15-085 7/27/1 OAIE: 07/27/17 " O :.� 4268 Westroads Drive z PhWC:.t30s)OTt-1s3a.rot:C3as)67t-ls3r DRAWING No IV,Id a- 011:tat4c40aoLwm West Palm Beach, FL 33407 3 _ sS�4NAl E��'� 511 E8-0006719 4 17-107 •i 111 WALTER A 71 f Jr.67 FLORIDATERua 44167 6 SHEET P.E. SECCfStGNAYUREjDATE 6 14 OP 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (P,*MORRESPONDING MAXIMUM ANCHOR SM SCHEDULE FOR A A zlig%, GIVEN MAX. SHUTTER SPAN. NEGAIWE PRESSURE RATING AND A CORRESPONDING UIVEING E, (SEE MCVNIINGS ON SHEETS 16& 17). IN RI No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G-O'55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 0 W MIN,RGn 0�5 FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. 0-0.43 W/ MIN. 0=0.36 PLYWOOD BOR , W/ W/ MIN. G=0.43 W1 MIN. 0=0.36 UA0WU SPA"QQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T F -PLOOR.MOUNTINGS- __WALL MOUNTINGS-- B.O.-WALL-MOUNTINOS 8.0;WALL-MOUNTINGS B.O. WALL-MOUNTINGS__M, N,-O-&-R- _-LOOR-MOUNTINGS -M. IN, O-&-R- FLOOR-MOUNTINGS- p & 0 S&v S&v S&v W& x W&X TV& x L%am Rim,FR:mawmW7=_xwxmmmvmK 02 K=ffma WN: I%Wo K=RM wx 64 LM waaftowamow mmam I=w ku Mtn owl THEIR WC 9 3n 40 60 75 9OhD5 30 -a- V 40- 60175 190 126_-O '01 60175-60405 3C 40 GO 75-S0,65 30-40-60 7S 60' 045 30 40--6W6 75 90 a$30 40 I so 75,90 05 40 9 _105 -40_.60 75. ff OR UE_S5 2-10 -10 9-"$j 8- 6--6--6 6-_6-6-12-10 '101 9-1-S-1 8- -6 -6""6- 6 16-16- 12 10 10 9 8 13 6 6 1 6 6 6 16 5 4 14 -4 13 12 12 112 112 112 112112 12 12 112 112112 112 12 12 112 112 112 4'-0' 1 10 10 9 8 $ 6 6 6 6 6 6 12 10 10 a Is IS 6 6 1 6 16 16 16 12 10 10 9 8 8 6 6 1 6 6 6 6 5 4 4 4 3 12 12 12 1 f2 112 112 112 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 a IS 6 6 6 6 6 5.5 12 10 10 9 IS 18 6 6 1 616 16 15 12 10 10 9 8 7 6 6 6 5 6 5 5 4 4 4 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.! 12 10 TO 9 8 6.5 6 6 0 6 5.5 4.5 12 10 10 9 8 15 6 6 1 615.5 5 14.5 12 TO 10 9 6 3.5 6 6 0 6 5 4.5 6 5 4 .4 3.51- 12 12 12 12 12 112 112 12 12 12 112 112 112 12 12 112 110 18,15 'C 2 2 MIN. G 95' 00' 0 1 GG*0.NJ OU T T T' MOUNTINGS_ 4, X Ba 7� IS IT 12 10 10 9 6.5 4 -r T--r Fs-.ZT 7 12 10 10 9 5--3--6- 6-1-6-�S_-4-13.5 12-TO-_14..7_34 -6-,6--6,5- 15 --5--:4,A-- t27 f2:127 12:12-12:TV 12-12-12-112-00-1 TV 12-127 10:5 8.5 74 T_T_ 6 1 5 4'13.513 12 10 4 - - - 12 12 12,12 -a- 12-TO--to 7.5 4.5 3 6 T_�_35 12 10 10 6 3Z 6 10 4 6 6 5 4.5 3.5 3 6 5 12 12 12 12 12 12 111 19.5 12 12 114 9 7.5 6.5 ------------ 12 10 10 5 3-5 - 6 16 15,5 4.5 31 3 12 101 9 4 - 6 6 14Z 4 13 13 12 10, 4 3 6 6 4.5 4 3 3 6 5 3.5- - t2 12 12 12 12 IM!12 12 t2 11.S9.516.5 1212 10 8 64 5,5 JO'_O' 12 10 17.5 4 - - 6 6-1 5 4 3 - 12 101 6 3 - 6 6 4 3,513 1- 12 10 3 - 6 6 4 15 3 - 6 5 - - - - 12 12 12 Q 11.5 0,5 12 12 12 10. 0.5 7Z 12 12 9 7 6 5 - If 86 !2 �5 - 6 145- 1-1- -1 1 T2_ � 12 12 12 9.5 8 7 12 12 8 6.5 5.5 IV-0, - 6 5.5 15- 12 10 - - 6 5.5 4 - - - 6 5 - - - - 172 12 T2 12 10 -5 4.5 12'-0' 12 12 10 - - 7 _z_ .5- 6 -5 6 SL -a 1 2 12 12 11.5-9.5 8 12 72 11 8.517_1 6 12 1.5 7.5 6 5 4 6 $2 TS 6 4.5 - 0 0 2 2 12 !3 !3 0 13--o- 12 10 6 - - 1 6 .5 7.5 12 12 10 4.5 4 6 3 12 112" 14'-0' 12 lq.L-I-1 5.5 - - 12 S.5 Z5_ 12 7 5 4.5 12 9.5%5 6 12 12 9.5 5 4 3 72--- - - - 12 -57- 12 5 - 112 12111 5 4 - 5 - 4.5 3.5 - T-2 12 1.5 HV BLADE OR nI ,HV BLADE_W/ HV WINDOW BLADE WORKING IN UNISON* •"I U BLAM-11"-OF 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS To WALL F14C)Q OR SOW WOOD SOFFIT SHALL BE AS rOLL&M' 3.SUBSTRATE SKILL CONSIST OF THE FOLLOMO: -SOUTHERN PIKE Na 2 W/9-0-55(N.D.S) -i/eo TAPCON ANCHORS.AS MANUFACTURED Sr I.T.W,SUILM W1 MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W1 0-0.50(N.D.S) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-043(ND.S) EXCEPVM SEE 2 SELON. -SPRUCE PINE FIR SOUTH W/G-036(N.D.S.) -MIN.Ilr COX PLYWOOD(19e6 APA) 2.ANCHORS TO HOLLOW CM=SINAL BE AS PER UOOONO TYPE U.SHEET 17 AND SHALL COMM OF LAID SCREWS AS PER UDS 2015 SPECIFICATION& 4AN.ANCHORS SHAUL BEMANUFACrURER.IIGFAtLM FOLLOWING ALL OF THE RECOMMENDATIONS AM SPECTICA11ONS OF THE CHOWS FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone,' 11102017 nLItCO,INC. 02017 EASTERN METAL SUPPLY. INC. IFN... .. BERTHA HVTM AS A KV Accordion Shutter System r KX�FcFq v�, �, . -S. .BADE#1 W/OR W10 KV.WMOW RADE American Shutter Systems IEV.N, DESCRIPTION DATE ORM74 W. L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DAM- 07/27/17 QL 6355 N.W,34ft St»St..303%VRMA GARDENS.FLOREA 3310 IQL Pho- (305)871-1530.rb.:(30)871-1631 4268 Westroods Drive 2 'el. 111HIL111%..0 <,4r,7 0 0-2:Uft.coo..I.C= West Palm Beach, Fl. 33407 3 -DRAWING No ........... 4 17-107 ED-0006719 ZONAL WALTER A.MUJT R0,LI.. Sr.P.E. 41167 5 SHEET P.E. S6Z/StMAYORE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & a HV* BLADES AS APPLICABLE SHUTTER SPA + 0 O NST ! IONS TO WOOD I -BLADE ONLY ! I WALL FINISH LIMITED TO 105.0f A.-S.D. G E S EE 0MAXSP a TAPCON R iGFO T W DE 0 K LIN S ONA.S.D. I A rCADVANCEDG T14RMFORM TECHNOLOGY i f4'0 TAPCOT7 6R U W 1 1 2'Nin,PENETRATION +'� TAPCON W11H ADVANCED THREADFORM TECHNOLOGY 1 ,t QP a6r.1 AREA TO W/ 1 1/2'Min.PENETRATION OF THREA=DED AREA TO EXISTING j MDL SD*R+T= j( EXISTING WOOD HEADER. WOOD HEADER=(,EE SCHEDULE on SHEET 15) j TO GLASS(SEs (SEE SCHEDULE ON SHEET 15) t} i J � 1/4"0-20x3/4"S.S.MACHINE Sp E011"ON:A1FEf SCREWS W/1/4--20 HUTS j' 71 FR ev»<puw ----- 4 --- i,' }.� II �. I _. ._-__ ® -'___'_______.!—-...-i__ -t,.•._J__ I I -.. -.�.__... ___-.1'Nin. - x EXISTING j ETPLIES Ip4 CLASS--4 I N rr '� bboPTroru4 (� v tFirisH 1 1 __ - - —•_- 1 0v} j EXNSIING MIN. - - -N _ I- '-EXUSttNG-MIt.—.. - j 2"x4'WOOD_._; _ _ __ -1=OR 1 - _.__ _ 'j, - I v ` tl"0 TAPCON OR TAPCON WITH ADVANCED t:X1ST1T7��3 TO ( UNTIED 1 I u __ 4 HEADER REOUDTED T {t� a k`I { THREADFORM TECHN0400Y Wj i 1/2* L0L SEMdMA1101 �..1_ i 1 �4}} Min.PENETRATION OF 7TIREADEO PRE,TO GLASSatiLtAE Dt'3frET SEE }CLASS MW,SEPARATION TO GLASS I .✓I} 1i j4 SEE SSCHEDULL€ON SHEET 75 FOR rAnEATiD "All r-=tsEE SCHEDULE ON SHEET t I) w 11 t } ( > 8 CN SEET 19 G 1 L `I } 11 1,L { 2'x4'CONT.SILL EZAR5C08 Q� t FLATE REO'D. &HV WALL HEADER INSTAL!_ATION OHVLLSILLINM WTION ®HV WALL HEADER INSTALLATION ° I I L N 1 1ANf.sEPARanaN TO T IAss I 1 NIL.SEPARATION 70 GLASS EXISTING Ef05T1NC E""'--"(5EE SCHEDULE ON SHEET it) 1 EXISTING ( E SCHEDULE ON S1fEEf I1)"""-' LEN.SEP TO CLASS `1 1 T GLASS- GLASS--t WOOD FIhTE (SEE SCHEDULE 0;1 SHEET 11). I - a° t i REO'0= a j 1!.TUNE S3CRL7tUS S- 1/4'0-20x3/4'S.S. L 1 USING 1/4"-20 NIRS I I1 T •'� LWCHME SCREWS YJ/ ( ,I j 12'O.C, f -%It:•{ap,,S..•�• , WALL i °. I 114--20 NUTS®12" n_T 1 FINISH I O.C. I( I �•''..-`,_ OR@8 TT1 0a 15 �OR o, �� yit ! 2'x4'CONT ti } t D P/000 PLATE ,r s Y Ilff REO'D. 1 t 1/4'0 TAPCON OR TAPCON WITH ADVANCED �• - .4'„ Du T� { i 1,i i fF THREADFORM TECHNOLOGY WJ 1 1/2` {t )w f i s f t tls�2'x4'CONT. i I Min.PENETRATION OF THREADED AREA TO }: { II - t SILL PLATE 41 I 1/4.0 TAPCON OR TAPCON WITH ADVANCED �, , y ,'} 1 EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2` `� , 1f4 c TAPCO.Y OR h-SEE REOb. { ) Min.PENETRATION OF THREADED AREA INTO PLYWOOD J \\ TAPCON WRTI ADVANCED 1-SEE SHEET 4 FOR TYPICAL i �'I p I `it{ WALL FINIg15CH£OULE ON SHEET 15 1 } tfT'LAN.CDX� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) EXISTING NtN.2'x4' PLYWOOD REa`0. rr/t j2`Nin.PENETRATION OF 2-MOUNTING SECTIONS CAN 9E 1/2'MIN.COX PLW:000 REq'D. STUDS a 16"O.C.MAX, ,yam IN THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REWD,PLYWOOD Ta aE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HY ¢LL SiLL.INSTALLATION -EXfvw Mitt 2'x4"STUDS D ta'O,C.LAX REq•0. ATTACHED TO STUDS IN PLYJGOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 230E OF THE F.a.G SECTION 2308 CF THE ®HY -WALL,.SILL INSTALLATION ♦SEE tlMjjpTWNS OF t6 OF P�HV LL SILL INSTALLATION F.B.C. AAuy atADE A ON SHEET 18 FLORIDA BUILDING CODE(Non High Velocity Hurricane.Zone i� I� 02017 TILTECO.INC. (6'12017 EASTERN METAL SUPPLY,INC. BERTHA HV TM IL�6�,u A.S„S,A. Accordion#1 Wi OR Shutter System N.v �1 w/OR w/o H,v NINDGIN MADE TILLIT TESTING & ENGINEERING COMPANY American Shatter Systems ,N DES[R1PT10N DATE ORABN 9Yi c. SF; Assoclatlon, Inc. N OLD Ts-Das /z7j1 DATE:' o7/zThr 8395 KW.3$u,.SL,St..309,1tFtJMA CAfWDi5,FLDANA 1316 i Piwr:e:(=05)071-1530.r:(305)877-1531 4268 Westroods Drive 2 DRAWING No e-moa:Lnt,ro7g West'Polm Beach, FL 33407 3 17-107 F ARIDA; DDOBi »5�1••'•.......�•y�•>�Y1771 WALTER A,TILLff dr.P,E. < P.E j� t I'%DATA FLORIDA La 1441x7 6 s>�10 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Z HV 8c M HV* BLADES (AS APPLICABLE MAX._ SHUTTER_ SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME I ONLY WALL' FINISH" SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE BATING. E SHEET 19 FOR MAX SPAN A DESIGNFOR INSTAL!-4TWITH BLADE 1 & RIG IN UNISON 7/4 o TAPCON OR EDGE(IF APPLICAM) 4`x8' EGn. IXtSnNO rj EO EO Y MW. TAPCON WITH ADVANCED WOOD BEAM REQUIRED. /� ice. THREMFORM TECHNOLOGY STRUCTURAL ADEQUACY r W/1 f 2`rtm.PENETR171pN 1/4 0-20x3/4'SS. OF£ODS'TIFTG TL'OaD BEAU [� Or ED AREA Tp 1� PHILL S 7RUS5 HEM TO BE CERTIFIED BY 14'000 HEADER MACHINE SCREWS REGISTERED ENGINEER OR i/ r f ! / - EXISTING WG00 ` !i (5£E SCHEDULE ON SHEET 15) W/7/4'-20 NUTS ARCHITECT PRIOR TO -iR'-'EQ -_f - TRUSSES_OR_ -- / EQ -o-t2'o.c.-- - - -- - --sNurrER-INsrAtthnpa. / --- f -J ------ - - -,-----1JY- -- - --- • 7 2. _ RAFTER — -- - - F// It 00 •- t//4'0 TAPCON ORQ$yS� OR 15 YAPCpN WITH,ADVANCED----/�� /-- t f-/ -- - - -._ - - - - -..-f.yS --- _ __ _ - .23Y THREACIFORrA TECHttOICGv _/ � .�. - __� ._ �__ - _ _ _ __ ___ _ _ <_3/4'-Mo%.-THK: iMaz. tYf`t 71Y 41in.PEeRATtON r j;•t �~ �14xOJ4' l M ED I EO-� '- Y I•x4'xt/B'COM.ALUM.TUBE OF THREADED AREA TO EQy'EO-+; _ 1,._pPTK1fUL _--_ DVSMG WOOD HEWER. t ~� /.f r?BS Q.C. I I X780 WREW$TO i! 1 (SEE SCHEDULE ON SHEET 15) � i Or 13 Or Q Or 1�3 Or©=-- --- -- - _ N RAFTER OR TRUSS. -A_-- - _ - MIaNT ID OF p(ISiD7G W00a .I- _ _ I MEMBER.(2'Min.NOMINAL EX1SnHG NRI 2S4'_ - i ! EXISTING^tt HEADER REO'D 1 OPEN HOLE A7 ERCH WtOTH)WJ Y M"m. CLASS I7� MILL SEPARATION TO GLASS EXISTING '-'I STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) GLASS I S/16`0 LAC SCREW AREA VALID FOR AT 2.1TE32 OF TUBE. INSTAL4ATIONS WITH 72P6f I MM sawAlm ( I MAX.A.S.D.DESIGN 10A0 ANO S V WALL HEADER INSTALLATION s a, 1 N EXISMY I f4N SPAR004 n INSTALLATION MAX.SPAN Trus m GfA55---- tD o�ss t2E lrrstA:AnaN iS pray vAUD �1 'NMR B.CE RR's I�OR®� 'I r SDIM��'C¢m GRAVFOR ITYOF0/SO MIN.SPECIFIC DOUG US t2t swu 74 FCR 7—SEE SHEET 4 FOR TYTCAL SNIfftEA ASSEfA6LT 0A96�& I aAUE &6) 1 OR�� OR EQUFIR OR ALO.ImVERN FINE No.1, 2-MCUNONO SECTIONS CAN BE COUMD (JT)HV CEILING INSTALLATION tN AM WAY to SW ANY INSMULKIION U V CEILiNGN LA GIN. 1 1 IAN.SEPARATION TO GLASS -.J 1•A7 aniAE7A� ,t SEPARATION (SEE SCHEDULE ON SHEET is) �SGi 55 f ai satT 78 rat a TO GLASS j (SEE SCHEDULE 1ItHI E%GGLAA'.S� I \I CiA:4.m ` ION SHEET I)) 1 1 } 6 $ I ANTt]i� �( EXISTING I $ i l WALL LOCATION I I 3!8 WL x3 b"HEX CtA55� I T/4' � 2`x8`MIN.ILO t tTNSH &11 \:..�+ ? 3/8 M21. WAS.344' NEJR HEAD TEK I DECK REQUIRE' ����� Mox. I SCREWS a 12'0.a 7 (NO FINISH -• i 3 OR 5 K R MIN.WAD---•., T 2• -1 - ALLGWEO) ,, � DECK REQUIRED(NO .','�,�--•"---�• '' �'^.` I ; FINISH ALLOWED) "' N OF E — EDGE OF DECK ..- i 9 EDGE OF DECK -"-"�- .,�_ = .-'""_'-- `1"i - p '�.,, IF APPLICABLE $- DECK IF IF APPLICABLE APPLICABLE '-..-----"� Y t/a'0-20x3/s`5.5. ----- -y^'...---- .•---_.' ( } I, r �iL\'' 1/4'v TAPCON pR t• PH7LUP5 TRU55 HEAD _ 2`-MIN. /' --r- 4 'l 1 I 1 1 TAPCON WITH ADVANCED fin' MACHINE SCNEVIS '�"'-�-Jt/ 1/4'0 TAPCON OR TAPCON WITH ADVANCED +' 2'x4'CONT, TriREADFORM TECHNOLOGY WJ 7/t'-20 HUTS THREADFORM TECHNOLOGY W/1 1/Y rCn. 2"MIN. SILL PLATE W/ 1 tJ2`Min.PENETRATION p 1Y"D.C. 1/4'v TAPCON OR TAPCON WITH ADVANCED THREADFORM 'MIN. PENETRATION OF THREADED 1 TECHNOLOGY W1 1 1/2'Igo.PENETRAT,ON OF THREWEO Or THREADED AREA E AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING T 15) HEADER(SEE �REO'�. Iii E� I E3415TIN0 Yr00D HEADER. .j (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) HV WALL SELL INSTALLATION *SEE Yj n aF Ds9 FOR )HV FLOOR INSTALLATION O HV WALK—OVER INSTALLATION FLORIDA BUILDING CODE Non High Velocity NurriOOne Zone 02017 EASTERN METAL SUPPLY.INC. AA4 yLP .. ., />.`• 02017 Ta.TEGo,ING. .��� BERTHA HVna A S S Accordion Shutter System I�. E C 0�N c. ■ ■ ■A■ KV. RADE;LEI W/OR W/D KV. WINDOW RADE American Shutter Systems qCV.H DESMPTION OATSer:/07L7WN LC. TIt.LIT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 15-085 /27/1 DATE: 07/27/17 Q�L'SL I<' •Q *` a335 N.W.36m.St.Sts.305.NRONb4 GARDENS.FLCR*k 337 Phony:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 r1I� .{ y}� trLiL o-m aw7t9Lcam West Palm Beach, FL 33407 3 DRAWING No V/ONAL 4s'�\ ` WALTER A TRI.?T Il.P.E. 4 —�I�� FLORIDA Uc.0 44157 3 SHEET P.E. $EAIf SIGNATURE/DATE a ___17_ OF 20 END INSTALLATIONS HV BLADE OR t WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r.••W .ow S1uD5 REM'D. 21{'1°#.KOMQ M=U+UY \ ♦ \ •\ " / - ,tf4•I iMG°v • ! y ' STM JIM. , (As MPUWn[) `1 f x ud°.� t r / : 2.000 14•uz1. erM , s A"u) nuxtl a`yfr r. tn°"®'•Attu>a�"! � �� a` r - --- -- -O --- Cx14TMnOwl --- ---- --- -- - -- 'I-- gy- --- -- , '.-- -- --- l- -- CfA "- `--- -- --- --- -- - - - - — - Ews1Rln MUSS f r a - tro tiCAlO�.MAt ___ t/7-ttx.eex uta 1/a' ax a+sca -- _-._ _ ..N.wJw. 040- "Iwo •e-----^-------- =to IX: E ms-- a :___.__..: _ al 9tlT to ' 1t EHM i/7', r a • t t o E�No - y e as ,cess t°)cart. wvm-r tta•un Cox �} /LVu.Ct0-Eii t 2• GLYRDM. 9MfS(�4 t1Q p� O!9FTT 19 f'tlR al 1 •Fmt. Pu1C I.ocAFE 127 fltasrt mS V 0)�d . hat/2•sus. - _ _. __ Ds Anugnttaa 4}11 Y= --- -- - - ote • 5 � -- �� � �rt nerur.at° 1 aR�' sEE Dern x TOR 91 1rouu:ro<°r.1 _ OR 4Vjt p� 4CE cau�cFxa:! ; SIE CON X FMR 1 aR t� s ° j 711 FRAMlcs - *(}6,7 -t•S�^• E cTO TPA ! FOR ssF amc�sci ° m�aAas �.�• t ,tg. D.®. 6�.p.,�. V9�it3a�•i�*�'Q�- @1.O•�-°O•p. . 16.0 0•60-p•'�- i?e i�• (3.O.Cy• p.p. .p.p.�. 9 f�>T�•Ca^O•t�- END CONNECTION Q TA(t tT END CdNNECTiON DETAIL® END CONNECTjdN dETAiL END_CONNECTION QUAIL (Ipy�yM °RMUM OMY FM SPAM QMMR Twj Ir-4- '�'QASS 714•!h!.°'02P -i/CO F6CM!A1pMN0R5 SiuYS REMro. y/t tj2•ust tf4•e TrPMW,i uxpt 110.lIZ'SL3 �. +Ff t+13'eat, et°nG { ta°s=Mtt55� Fvrelltmbtt a t7'D,M. tvlErFAxx4v o!Y Oz , urt A¢oxr, Etx, s/2•w». 9s yca¢Ir d 4S£E UtdTATION5 OF USE i0R BLADE 1�A ON SHEET 19 ow 11tW art8 Re' L-'-0'1 f7fLT tpFLR TP2 5 tom. r I, TOR Iy' a- C9•G•O-�T:- �1uu rxtalt Y.' MO'M 111 r-4 £5- PLAN Y.If�.Z plY�L4`'"'C�'C�"©'d�- saro9 Reo'D. rxFa1 � �•f�•L�•L1�'Q� Q°•�"�'•�'®'� OETAtI X END CONNECTION DETAIL Q END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone WO vQt ��,, 02017 71LTECO,INC. 02017 EASTERN METAL SUPPLY. INC. a `�^^ ............ ISE14THA HVTM A Accordion Shutter System .S.S.A. ' H.V. 13AL1E#1 W/OR W/0 N.Y.YANXYN BLADE American Shutter S stems 4T % TACIT TESTING & ENGINEERING COMPANY Y Ev.x bESCRIMION BATE bRAYM 0Y: L.C. . 6}95 WK 36th.St,Ste.305.NAWxA MAR039 FLORIDA3316' 37° Association, Inc. t OLD 15-085 7(IT/4 DATE. 07/27/17 _+ ., F"fte:(305)1171-1530.Fax:(305)871-1531 4268 Westroads 4Wve 2 DRAWING No _s �a fr44 ,i —01:t1t°<aao°Leom West Palm Beach, FL 33407 3 17-107 7_107 =sftf�{AL•tr,��\.% WALTER 1 X TIUJTJr.P.E. 4 rLOROA tic. 44187 5 SHEET' P.E. SEALjSIGNATURE/DATE s 18 OF 20 o Q �� •GENERAL-LMITATIONS AND CONDITIONS OF USE FOR BERTHA A Y.:J(�� � ' / 1.Mk4 A.S.O.DESIGN PRESSURE RXIING:+110.- 110 pat. 2.MAX,SHUTTER SPAN:96" 3.ALLOWED MOUNONGS:A.D.G&N ON SHEETS 6.7,AS wELL AS MOUNRNGS M.O.1 U Z&t III on SHEETS 16&172 j {}}}2,,,�,,,'ONLY CENTENMATESSiEfFHCAL OR ORP✓ NGRLdYOtR.Rt CASE OF1 ARE ALLOWED WH ENG `"� YOUI,.. EIAUST-BE INCWDED_ONLY_AT.EMERIOR ACCESS-SIDE-Oi=---- -- ---- -�— .�-�� -,.-_. -< ,._,_ __ _- -. __ _ _ __ ', _._ .,, -- , X • ••' *1ffiC£S)FOR PER BLADE AT SPACINGS$tA M _ TIP.EA.END • • • I 5.(A) "'Irl . �'SHALL ONLY ALLOW O fAA%WIII EE 5 OPEAUNCS {3 _.z.�..�._... . ON SHEET 4,,„.._ AttO'NED XT HV„�;� m 1.-CtFi,RdE FOR SHALT. E 12'.M-EIkkLE^OF-Hv Y71NDOW,B1AOE - -- ' --w -. -.. -_^ ®, -” � _. •��: �• .�. + .:� _. OF ANY SRs HOLE FOR�t SHAtt BE t2•. W44DOYl BUADE V.7 (C)FIRST aRBLADE COMING GLI'FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1�J • • • — — — _ r _ - - � 1Td=WOfDOW�61At1E=l''Vilt15T'BE-USED-ALTFRNATE T8 A-SOLfD_HY B[ADEI}'� 1HROUCHOUT SHUTTER'S MOTH. -- --- o r,., • • •. � ,� GLACE 1 AT EITHER SIDE OF ALWAYS BIE INSTALLED ADJACENT TO A SOLID TN f x SEE END i s (F)POLYCARBONATE F1V YINOOW®SHALLBE RO INSULLED 50 TI§TABS FACE wIsr BE CONNECTION s s t • i e §g • ONLY INSINTTALLED ANDR Or LOCKEDUSING AOPENING 0 PW SETTING TOOL PROVIDED WA, DETAILS 0T)SIiE£TS ✓g �' �• INC. F1flA.HEIGHT. g� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME t t BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P � T&2 ABOVE). Ty 7.SEE ANCHOR SPACING SCHEDULE FOR OLSTALLATIONS INTO POURED s CONCRETE OR CONCRETE BOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). i . (( 6.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: PLAN FOR REQ �tYP TCA'&BOTTOM UIREMENTS) YY 1,R�al(J6 WltiO ZON£ MINIMUM SEPARATION TO CLASS MNEO YAO 1 7HRU 3 EtEV00N IOL '`R TO° 4 �— 6.25• WSTINC CASs 6EE 513ff1 DN SNc�i 11 IA7iT LE/.7E(1(! T ON n6s sEET Fay E+ADEsp& 101, Yp I s r,a>�s / r 1 a0 TYt��� SIM GENIERTAATEs�2?y p , `V/ oR AND w/a NOTE 4 ABOVE) MAN-' TYPICAL 111) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE IA SHUTTER* _ FLORIDA BUILDING CODE(Non High VelocityHurricane Zone 1� ... - ` 02017 EASTERN METAL SUPPLY,INC. GENS612017 TILTECO.INC.F`,.� BERTM HVYM *£ MEC Q �N� A. .S.A. Accordion Shutter System wv Bf.ME#T w/OR w/o H.v.wlraow TIIA(:1E CC' TILLIT TESTING & ENGINEERING COMPANY aalttlerlGt7n Shutter Systems LEVI DESCMPTR)H DATE DRAWN BY: LC. ��•'• �N P .:C`w•' w"aw.Mo.St,Ste.a05,%IAMNA CAREENS,nam 33l ABsoclation, Ino. OLD 15-085 7/27/1 DATE' 07/27/17 . Pho":(305)671-1530.1";(305)671-1531 4268 Westroads Drive z DRAWING No p' a-moa:tatec0000l.com West Palm Beach, FL 33407 3 •Msa�..............�� ,. ES-OD067t9 4 17-107 WALTER A.nLUT.11.P.E. P.E. SEAL/SIGNATURE/DATE FLOPoOALc.P 44107 6 SHi9 OF 20 2.000'MOM. 1lfn.'AS1}12A �GRADE 40 ,�, VARIES , INSTALLATIONS W f HV BLADE &. HV CENTERMATES 1 , 'i r ECTAL wruos AT is,D.C. 2'Mo.. 43b INTO METAL STUD WALES * �; 40 41 @'oP -- 0 6 o.c. 30 1,(4"�r NOMINAL lift. d o 1/2" a7s• :(cGENERAL LIMITATIONS AND CONDMONS OF USE ALUlAIUM SLEEVE a W 3 - Q 6063-T6 ALLOY 1 a/A•r 8 ita'M BASS^ THICK V^ 43c 4.Ta 1' ave INSTALLaT10N TQ MEi'A�STtfD WALLS CO. .GALV.GTC'LL TRACK CiiAHtifL. a 6"4.0, 0 6'O.C.^, '} 3rpDp" ASTM A-asa cRAne 40 urt.a-ep ,, T----� SEPARATION TO GLASS SCHEME n OALYAtRZf,1001ED TO,Tugs 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf __ -MINIMUM W/(2)j60/Y'TEK SCREWS OR EXISTING FINISH 3g (P ) I?AIMDR&t7OeRIOR(ACE AS APPLICABLE 1 ------ — _-- ----� _ _ __2.-MAX.-SHUTTER-SPAN: 84"---- ---- - --- -- '------WAND ZONE MINIMUM -- - _.._--_ _ _-- ----- ----- - - -- � ASTM E-1996 SEPARATION LENGTH + 1' MN.SEPARATION v, 3. ALLOWED MOUNTING: MS ON THIS SHEEP. TO GLASS EXISTi'10 CUSS To GLASS --- - - - _ - ---4a�t -11 A!9a-2��.5�..O .- _. (SEE SCHEDULE) 'ON -FEkIRMA E 21'w/ 24 HV LOCK-ARE:AIIOYt�D-- - -- ---1_THRU-3 `-__- 7------- TEr� �Y rT - - - c MUST PENETRATE WRH 21 ARRANGED A METRICAL LAYOUT. I s USE (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 314•.a I/4•.0.035"THICK Mk f EXISTING nNiSH 1 -+ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 2�• 1.373' �, — CIX .GALY.STEEL TRACK CNANtF.2,j{ AS APPLICABLE ,, ,, CENTERMATE. ----- --- ------ -——"_—"—-- - ----' - ASTU A-O53 CiLWE i0 M'm.0-60 rdLyaniG'FASTE7lE0_Ttl:sNOS—-- —__ wt Czie.t�a TfK SCRL145 GN 43e 430 is tNTEN a XW WR FADE -- io s'D.C. c a'O.C. 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR n - 6 a v I. 43c f f� 0 ELCO CDNSFRUCTIOH 1/2' 12 ® CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS EAD—LOK HO %11...n•. 1 1/2•M 6335-TDEHICKd0 .-•a D ® 6" O.C. COMPONENTS .ASTM A .T.�v,(/,af , M".G-8°`AL�°V. GRAI MS WALL HEADER/ I J�INSTALLATION METAL STUDS AT 18•O.C. Min. / � —EXISpNO FW6N AS APPLICABLE SCALE. 3/8•= 1• ` (TYP.TOP&BOTTOM) ....-—--' - - T NT 6 t/A-.0.035'THICK Min. — —^ �j —— _.— r— —— — CCiJi.CALV.STEEL TRACK CHAhUCL, .11 LEXISTING GLASS ( - - - - - ASTM A-653 GRADE 40 Mtn.0-60 - •r",+.e••,•,�•.+r•�.-�-�.1±. - _ t ,v -, ,r , t , GALVASitZ€0 FASTENED TO STUDS t;::I I '1 1 SYMMETRYCAL I `'' , 1 SYMMETRYCAL I ' ":i;= I 1v/(2)X6.1/2•TEK SCREWS ON i, •' ro,•.-, t w j. )::' �'Y I - MIN.SEPARATION VARIES , lNTERWR 6 EXTEWOA FACE I I�,+ =I I . . TO Gess 2 I I CENTERMATES W/ ' , I ,,. ;CENTIzRMATE5 W/' t I. � I i�• (SEE SCHEDULE) Max. I t A. XTERIOR ACCESS SIDE; ACCESS SIDE" , I,. •. ' 't - --'----�,--i.?^----^ -"--- - --------- -61 "_-__---- ^---- IN - '-------'_-- '{6"Mia.} - ---IN -------" ----------1--------- --- --- -- ----_----------- ---`------21---- ---- ------- --'*--- - --- --- )42 -- -2 - - 2 21 21 c 21 1 LacA D AT -- _ --` -- --^.-- i 1 - - ---- - HV HEADER/sI ENDS 12 12 �(6-Mia.} ---i- 24 - -- -- - - - VIEW Y 3 1/4•(TyP.) 6 1/2"(TyP) 7' I 7" r 6 1/2'MAX,SLACK **� SIDE CONNECTION TO TRACK {coat,' } 1YA flyaBLADE SLACK DETAILHVE FLORIDA BUILDINCODE Non High Velocity Hurricane Zona 02017 EASTERN METAL SUPPLY,INC. . ,,,t 82017 71LTEC0,INC. k'` �• LENS ✓�,: HVTM �6 , ASSA Ii ■ ■ ■ ■ Accordion Shutter System H.v BLADE#1 w/OR w/o H.v.WINDOW BLADE .7 74 TILLR TESTING & ENGINEERING COMPANY American Shutter Systems No OFBCRIPTION DATIC DRAWN BY: L.C. a�f1C ` esss KN.361k St.,M..10k%=WIA crAaas,natal arts A930CIatIOnA Inc. t OLD 15-085 7/27(1 DATE: 07/27(17 \` ph-0:(305)871-1530.Fa.:(305)671-1531 4268 Westroads Drive z DRAWING-maNo -0—It tet.ceood..a West Palm Beach, FL 33407 s '•'O�E''.�.qq LQR�O44Aaarati��;t't WALTER -A.TVA OC6713r.P.E. 4 1 7�1 U J P.E.[SERC }ATt7REtDATE FLORIDA U.@ a16Y 6 SHEET u 2O OF 20 i I I I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED f I h' -1 Date: Februar Permit Number: ��/ • (��W d _-C 0 _1 _ o I Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMRROVEMEINT=LOCATION: Address: 3227 Naylor Terrace SILVER LAKE PARK ADDN BLK 7 LOTS 24 AND 25 OR 2223-1396 I Legal Description: ( � ' i ` I 2427-603-0056-000-5 i '' Property Tax ID#: i � Lot No.24&25 Site Plan Name: Robert Dooling ! Block No. 7 Project Name: Robert Dooling I I Setbacks Front Back: Right Side: Left Side: I I DETAILED DESCRIPTION OF WORK Installation of sixteen(16)Accordion Hurricane Shutters I I CONSTRUCTION INFORMATION r p Additional work to be nertormed under this permit—c ec a appy: 11 i HVAC _Gas Tank Gas Piping �_Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers 1:1 Generator I Roof Roof pitch Total Sq.Ft of Construction: S . Ft.of First Floor'. Cost of Construction:$ 4663.06 Utilities: Sewer Septic i Building Height: i (JV1/NER/LESSEaE: CONTRACTOR',` Name Robert Dooling Name: Miriam Van!Tasselj.' Address:7201 Santa Rosa Pkwy Company: DVT Hurricane Shutters, Inc. City. Fort Pierce State:FL Address: 3100 N Kings Hwy Zip Code: 34951 Fax: City: Fort Pierce State:FL Phone No.772-532-7834 Zip Code: 34951 I Fax: 772-794-1590 E-Mail: Phone No. 772-79,4-1581 Fill in fee simple Title Holder on next page(if different E-Mail. dythurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License: 24394 I i i If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i I , I I I I , I ' S. PPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY-! ; Not Applicable Name: Name: '' I Address:, Address: City: State: City: I I State: Zip: Phone Zip: Phone-' FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: i _Not Applicable Name: Name: I Address: Address: I. City: City: Zip: Phone: Zip: hone: , OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the workand installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants'that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictionsl which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,pelrform the work I in accordance with the approved plans,the Florida Building Codes and St.Lucie County i mend i ents. i The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to anotherinon-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement May result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender)or an attorney before cornmencing work or recording our Notice of Commencement. Signa ure kf Owner/Lessee/Contractor as Agent for Owner Signature Contractor/License Holder STATE OF FLORIDA �� STATE OF FLORIDA COUNTY OF COUNTY OF ` , The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this day of 20,I by this day ofi'f Ar 20P, by ame of person makOg ma ' statement Name of person mg&g statement Personally Known OR Produced I entiflcati{fin 1N�Hp Personally Known QR Produced-Idc�nt fic�g i Type of Identification LP'SIAP, of Flo' of Identification Produced .�``aY�P�e'% rotary public StaDec 24.-Produced fw, I �Paou\c"Sta °�20 2U1 Comm.ExP�i# FF 1772 �.�``v Puo'�,'•,, X10` �Xt�'tes 11�2a� �.,, i m FF sso romthf`ou9h s'• i �=o* #Qz MY Gomm\os9��la,o�,a\mss yam. (Signature of Notary Public-S orida)— (Signature of Nota �SF��` -of Florida) i Commission No. (Seal) Commission No. I (Seal) I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW j REVIEW REVIEW DATE RECEIVED i I DATE COMPLETED Rev.8/2/17 i