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- AIL ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED �O(Q w oa(p(o Date: Permit Numbe Building Permit Application JUN 12 2018 Planning and Development Services Permitting Department !Building and Code Regulation Division St. Lucie County, FL j 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)4624553 Fax: (772)462-1578 Commercial Residential 'PERMIT APPLICATION FOR: Shutter RFtOPOS`EQ 111/ItPRdVEM,ENT t t Address: 1308 Lancewood Terr,Palm City,FL 34990 ,Legal Description:HARBOUR RIDGE-PLAT 9-LANCEWOOD VILLAGE �PropertyTax ID#:4426-804-0013-000-2 Lot No. Site Plan Name: Block No. ,Project Name:Mike Henderson Setbacks Front Back: _Right Side: Left Side: .°" �7`�, h 'L " , t"r r 5 s _A,'' i 1 s �„ r ,� {L .. , Sef r?` S�j^ ..,J-t .. _ Y.' DETAILEDDESCRIPTIONa�F WaRK k �i � ft"19C.'lkdb rn.'+,;'i„rIg3T1' , tir;4�,,. r '. �"k°3iS'S�,lkte- Hurricane Shutters.8 Accordion Shutters. C= lirc�Pp,N5TRUCTIt1ORM N INFATIdNy ltiona wor to a er orme under this permit-c e.c K a . apply: OHVAC Gas Tank ❑Gas Piping )Shutters ❑Windows/Doors E—Generator Electric Plumbing Sprinklers Roof Total Sq.Ft of Construction: SFt.of First Floor: Cost of Construction:$ 5900 UtilitiestSewer Septic Building Height: SOVIIN ER jLESSEE ,. , �' k k , ,r-:CC)NTRACTOR , f .6" _ x Name Mike Henderson c ;n +,a OeAchrSoYl Name:Mike Zanetti Address: ``30c6 ULncn,WcM i,2Fr� Company:Mastereare Shutter Corp. City: (M C. u State:EL Address:12980 South East Suzanne Drive Zip Code: fLB�(7 Fax: City:Hobe Sound State:FL Phone No. Y`1/Z— Zip Code: 33455 Fax:(772)545-3297 E-Mail: Phone No. (772)545-3300 Fill in fee simple Title Halder on next page(if different E-Mail: rci.-�. from the Owner listed above) State or County License:' If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I 5UPPLENIyENTAL CON5TRUCTIN LIEN LAW INFORMATION °- � t. DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: II certlfythat no work or installation has commenced prior to the issuance of a permit. St.Lucie County mak e�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 tructure.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 In accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. 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 another non-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 ,com ci r recordiggyour Notice of Commen Signature of Own r/Ag t/Less de Signature of ontract /Li ens Holder STATE OF FLORI A �r STATE OF FLORIDA 'COUNTY OF Yv-x &2&._C�h, COUNTY OF The forgoing Instrument was acknowledged before me The forgoing InstruMpnt wasacknowledged before me this day oftA�O2a1 �—by this 12=.day of wL 2:E��V,28=IA by (Name of o ac dging} (Name of per a no Signature of Wtary Public-State of Florida) gnature of Notary Public-State of Florida} Personally Known :''t �pdV d�'b'r��SI'I"#fin Personally Known Q�A�uced ld�1i no oar u �c- a e o oriType of Identification rp u Type of Identification Pr. Nota Pubii MyComm.Expires Jul 15,2020 �'; CommissiocF;. -.�, oF� • MYCq�+p,F,lpCommission No. eonaedtl( �bnalNotaryAssn Commission No. Banaedtfiro Revised 07/15/2014 i REVIEWS - FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE; INITIALS 04 NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDITION il. ONE HIV LOCK'Z cr ZO SHALL BE USED X. 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105". AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(24 or qi MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR In I IT In k-r I h I I IT I I I nn I n I CENTERMATES W/(2) 1/4'0-20 x 1/2* LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2& If DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES f2n: L _S 25 1' 6 1-TED_ RTIHALL.1 AS ON NOTE (1)AB01,111. LOCAYION OF LOCKS SHALL BE AS INDICATED ON fypicAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 42 (VALID ONLY WHE ATO ftS ARE NOT 12 M-&F LOCKING RODS,SU ARE COWWN AT HURRICANE POSITION, BUT MAY 0 11 USED I mlii� SHUTTER PERFORMANCE. LOCKING RODS '33 OR AN ALTERNATIVE DEVICE Rg MAY ALSO BE USED AT STACKING POSITION (NON, HURRICANE POSITION). 4, ONE HV LOCK qA'5kJ4 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or Z*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO-2�CORNER CFNTERMATE W/(2) I/4 C-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 6-5 6 tlr AT Top A BOTTOM SHALL BE 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. S. CONDITION #I VAIi0 ONLY FOR RV LOCK.A"o W/ SYMMEERICA! CPWTFRMTFS 5 ONE ALTERNATE HV LOCK Zq MAY BE USED IN LIEU OF HV LOCK q5,or U FOR ANY SPAN AND 2 AN IN INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK d6 MAY 13E USED AS SIDE OR OUTSIDE LOCK,ATTACHMENT OF 1/4"0-20.3/4"S.S. THUMBSCREW TO 4 OR O-CENTERMATES SHALL BE: MADE W1 1/4"0-20x3/4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL 13E USED AT 11/2 OF SHUTTER SPAN OR TWO Bit N p: —V LOCKS AT 1/3 OF SHUTTER SPAN, 6. 13 FOR KEYSTONE MOUNIING INSTALLATIONS: ONE HV LOCK f4 or C�or 26 SHALL BE ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR U USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 SPANS P TO 96-, NO FOR INSTALLA71014S AT ANY ELEVATION.HV LOCK 4P A INSIDE R _5 of!@�of 4b MAY BE USED AS AN I SI E 0 OUTSIDE LOCK, ATTACHED TO :or tl SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S. SEE END I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS-�St W/��t IN CONNECTION OR C_57.TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS N E'IA SHEETS-Io laTYP, TOLL *NOTES ON HV "T" LOCKS AND CENTERMATES: HE,GHT. f", OF COR14E. 1. COND ALTERNATE TO MQNOATORY CONDITION III VALID ONLY FOR Hy-t*LOCK dD AND CENTERMATES AND CENTERMAjrE�-cis� ONE ALTERNATE HV * OCK 136 MAY BE INSTALLED IN LIEU OF HV LOCKS 14 OR Q5 FOR ANY SPAN AND 0 ON AT ANY ELEVATION. ALT6RNATE LOCK�Lb_MAY 13L USED As AN INSIDE-OROU'rSIDE LOCK, ATTACHMENT ya IfIYALLATI OF LOCK(10: INCLUDES USING REINFORCING LOCKER-27. AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 00 105 ae(C/)-@,-R R CONNECTED TO CENTERMATES 101 AND 2 1/4-0-20 . 1 1/2-LONG S.S.THREADED SOLT W/ 7/8'0 . 3/32' WINGNUT OR W/ 1/4-0-20.1' S.S.M.S.*:W1 INTO A 1/4"0. 5/8"RJVNUT._LOCK MAY BE INSTALLED AT MIDSPAN 0.9 12- -�!i MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. Clg�� @ *NOTES ON HD LOCKS & CENTERMATES: �3i W/131 . ONE ALTERNATE HO LOCK 1.;q MAYBE USED IN uEu or HD CENTERMATES W ORL-� HIV!T�O'R% ANY SPA14 AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 6 TYPICAL J) HY BLADE SHUTTER ELEVATION AS AN INSIDE 0, '�,TO C �!MAY BE USED N,TS. R OWSIQ�LGCK.ATTACHMENT OF HD LOCK j�2 S-IS MI/3#8 A 3/8-F.N.F�H. S,S.M.S.,AND INCLUDES REINFORCEMENT INSERT h5&`AS SHOWN ON SECTIONS HOB-HVB AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPkN.USE OF LOCKING RODS-;S&-IS COMPLETELY OPTIONAL. FLORIDA BUIL D11111 CODE{Non High Velocity Hurricone one 02017 TILTECO,INC. 092017 EASTERN METAL SUPPLY, INC. '(-*%.'5�-tL BERTHA HVTM Accordion Shutter System 11LIEC 0 A.S.S.A. RV. BLADE#1 W/OR w/o H.V. IMNOM BLADE R . American Shutter Systems EV.NDESCIUMON DATE DRAWN BY, LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 /27/17 D111- 07/27�/17 No W 4268 NVestroads Drive 2 PI—t (305)871-1530.Fo. (305)871-1531 Voest Palm Beach, FL 33407 ES-00TILLIT J06719r.P.E. 17-1 DRAININGL07 A. FLORID-L;,f 44167 5 SHEET p E. !iA'C7S1UqxfU"R'E/D.AWALTERTE 6 5 OF 20 !--CONCRETE ANCHORS POURED CONCRETE •> POURED I (SEE SCHEDULE GN OR CONCRETE FLOCK; POURED--. CONCRETE.-- ) SHEET 13) REQUIRED _µ/ 1/4"0-20.3/4"S.S. CONCRETE '�,. REQUIRED _ }i CONCRETE ANCHORS MACHINE SCREWS REQUIRED —.—...»ti.-�..-••.._--. FCR SEE SCHEDULE ON ! vi/ 1/4"-20 --` ", CONCRETE ANCHORS •.` ' `7 18 RSA EYSiodE(7E!'MOUNnNc©5N EREf.T 7) -SHEET 13) NUTS® 12'O.C. \h �~(SEE SCHEDULE ON SHEET 13) 1 ,', , -�JORi14i V,' [- rM1n.� x,.....1/4'.-20.3/4"S.S. £Q-•-r-EO-s MACHINE SCR£1F5 -ED' EO—I » ! ' USING 1/4'-20 NUTS _ • ,, 19 1/2' I E.D.� lax. `- 1 13 OR 15 ., I 0)OR15 I E.0.• L .. I 250' [IT-IT ••250'iigw, i I, Mo.. i ' I` i i i £.0.• j ` t 1 E.Q.' �t - i I I ..._J L__.- f i { { I `-OPTIONAL - _T 1 i!,� -OPTIONAL i i t Kf4 gPtRyR4ri I �` i ` r TO OL177 -I I IOR DUDE .{1 wr"^ ♦ ' Y ' J MU:.SEPARATION TQ GLASS r 1 11 F5R HAOED.4�0 1OR i1_At EXISTING I 6.s-TLT 17 Frn 1 1 �• I ZJ EXISTING iSEE SCHEDULE ON SHEET 11)--- B.MrS CD e�Q i 4 :' MIN.SEPARATION TO GVl G1A55-« J `(SEE SCHEDULE ON SHEET 1 t) 1___111.. ._...._,.�._... •�._ EXISTING I 1 i HV W LL HEADER I SLLA0 CLASS HV WALL HEADER INSTALLATION '�• HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I I.SIN.SEPARATION TO GLASS GLASS-..-• eaxc STJ,AIA1K,i 1 P P-�r t ^�! r;� "'...__ (SEE SCHEDULE ON SHEET t �"--� OOR '1!u EX STING IG¢ASS{3E: 1 `.- MIN. SEPARATION TO GLASS GLASS (p -e0��ON s.1}� I `(SEE SCHEDULE ON SHEET 1 - I I FOR MADE I&INO 1w iii t1 i3l815aA� s' E%j155---I 1 OPTIONAL. PI 1 T I X. 1 / V,•-- OPTIONAL ,. @3 O- r i i _i ! E.D.• I I -! 1_ - ; E. D.` I 1 __£.o•'. L'!lir • _ `� ! ti i -i 19 ; Ea-.ECJ /2 t i OR -(1 MORt14; 1.� r- -- `...�„1,14"0-20.3/4"S.S. 1 j( { r PHILIPS TRUSS HEAD ��;' 1 1/4'0-20.3/4^S S.PHILLIPS 1 1._� -O 1 MACHINE SCREWS USING !.._:_�_..._'��..__.i_._ CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS LEO ;.�:.........:J cr._..._... `--CONCRETE A1aCH0 !. 1 7 Drs 1 8. t. t,4'-20 NUTS 12'Off. -(SEE SCHEDULE ON rotJ 1 j4-...2G rvUTS 12'O.C. SCHEDULE ON SHt 13) LLLS+in.� POURED CONCRETE— 5N"RET 13) POURED CONCRETE '- `t OR CONCRETE BLOCK OR CONCRETE OLD _.....�..__...,i;:..L_._..�^ '.rC�ONCRETE ANC1'ORS REQUIRED WALL REQUIRED ; HV WALL SILL INSTALLA 10 (SEE SCHEDULE ON �F )HV WALL SILL INSTALLATION POURED CONCRETE SHEET SHEET t4) tiJ OR CONCRETE BLOCK WALL REouaeD E} HV WALL SILL INSTALLATION uQTE FOP CO1.IBINADON Of_� Tom: INSTALLATION DETAILS W/ I- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D, a EDGE DISTANCE ,{^,} \/ ASSEMBLY • SEE UM�ITAT!ONS OF USE FOR l'J N Y 8 LA D E 2- MOUNTING SECTIONS CAN DE COMSINED (SEE SPECIFICATIONS ON S�1 ) EtAOE\"SON SHEET i5 1N AHY KAY TO SUIT ANY INSTALLATION. f01 e. +st' t� FLORIDA BtIItDING COQE{Nan High Velocity Hurricane Zone; 02017 TItTECd,INC. 02017 EASTERN HETAL SUPPLY,INC. ',+�1 _ �,�G Et'YS' '✓�^y S lI , BERTHA HVTM e 11 r �+ A " A Accordion Shutter System L E C O 1 N G. ■ N.V. RADE#1 W/OR W/O H.Y.WINDOW RADE American do Shutter Systems Ev.N DESCRIPTION eDATE dR<w:BY. c: � A TILLIT TESTING ENGINEERING COMPANY 4r a' Association, Inc. 1 QLD 15-085 7JE DATE: 07/27/-17 d �O �iR,^'<[. Tt 7378 tart.sa:w.se..7:1.15=_. .Tax:(305)7,1-153 1T1e ...... Phone (305)671-15D0.Pae (505)871-1:J7 4268 Westroods Drive 2 DRAWING No 1i1 a tilt—O-1—on West Palm Beach, FL 33407 a E9-0006719 17-107 .. _ _ _..__ w�'�'i•/lam.„!•"•• _ _.WA06 A.TILLIT:r.P.E. 4. P.E. SEAL/SIGNATURE/DATE rLGRleA Lrc. 44161 a SHEET OF 20 _CONCRETE ANCHORS , { r---�• )-..__},........ POURED ; !xa.SEPJRITfat —.-_t j I OR R4♦ ( MIN s£PARAnD.v { 1 CONCRETE (SEE SCHEDULE ON SHEET 13j To a.Aa(SEE �-' EXISTING r ! TD c1,cs '!1 SSmIAE w 5'roSE kg I'(5EE SC'e•E➢UtE 0.V RF.CUIRED_ _ .. �___._._...... COGc OF '!11 tat taAc1E ffiwm I 19 ' GLASS---j u. d ' S•+En it " i a SlSET 141'CR I . .�' •t SLAB IF Funs QJi • TIF.6u s \ '^--E, D.�---=- APPLICABLE. EXISTING 1 '^ESE6 stx'.V'J.E I+ •' CU ALT£RWE ! _I i ,I 1 .1-EO• EO-• / ANON R� 1 I ' EXISTING J 1 l •.w�+/- LOCATION II i'�i lir i GLASS- 5 I _ 91 x3/4'HEX WASHER HEAD I I I ( 1 1 DR 1 3 ORt-5 3/8'MIR. f TEK SCREWS 0 12"O.C. J•�, .-! 1 EDGE OF 313.uta. �--CONCRETE ANCHORS 1 8; SLAB IF Vr (SEE SCHEDULE ON SHEET 13) i - rp 5' [p' •; !Itt APPLICABLE EXISTING ` I.I I'''.-._-� SC�GE. OF rr•'�o` ' ' EDGE OF--+ f 'i i 11 '� j _ i GLASS---- .I StAB IF i /.,y ,!i I J ' EDGE OF ]t J j APPLICABLE ! L a•.� ' .I L Mn.st?A'+Anal j AP i t.�• i ,r ....SLAB IF 1 ..._..._ ..__»...�...».......... ..._.__ _ ....-.....1.,_....._.�_.,-.__._.-� _ l—E.q. E O APPLICABLE _d.. '.URE._ i0 EAns.i(EEE I� i . !` •, y POURED f I I -FLAT HEAD CCNCRETF ANCHORS 7=U.1 .FTO GLASS S£ZT ' ' ' % CONCRETE ---E.D.*--^-•-• CONCRETESEE SCHEDULECON SHEET 1<) n Fat U.1 10% ' ': I i-, ♦ POURED-• .,-_..:.,._�_.t._;�.--,L �r.__._....?._ .._.._.__._.:._._:..-"_^ REQUIRED nEOWREq CN SEET 19 FW I I •T'OR :�A� CONCRETE lyr I LFLAT HEAD CONCRETE ANCHORS LaArts!ix¢j , _I,I REQUIRED ---•-E.o.•----� --£.D.•-'= (SEE SCHEDULE eN SHEET 14) 1 j TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. Q=HVFLO R INSTALLATIO t `�'HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER `GD HV CEILING INSTALLATION scxeoolE E3, sH£Lz TI GLASS....) _.__.._ ( CONCRETE ANCHORS X#5 To c.Ass x"i.SEPAMT(M _ ..••��__-LS££.S^N£DVttS—•-- H_. QQ (aSEvE•sx:¢+ITEC',L1 :i ,q w (SEE SCHEDULE pu- 1/4'0 1Y EXISTING SHEET 15) FFP % 0— EXISTING FXISThNG . EXISnNG "'iSu"Cct.Yse'rCwa•nutnCrsa tosxacnasasi I 1 ,.t-•»__..._- -RHNRO1JOrpan F I j- ( FJSRSYTAPPERF ANCHORS W/�) GLAS5- • MAX.GLAS5 GLASS 1 3/4_MN.CSEOMDJT o 6 (LYE Sb+OxAE ut 5!!Lt,e) 'r"1 at.FOR UP TO S'-O'SPA.ANC 4'D.C.FGR SPAS LARGER TNNN 114" 1 `tt: �1 5'-a-t%P TO 8'-0"xW!.APPLY•-- - • MAX. T SEYINI 4T Cy Ny F+SIENER-FAO y r J I ?+I {( (SSE NOTE I cN i _1/2" S • ,F..'D. _.•" JIG-3/4'HEX E SHEET 1 FOR UMTATION�r �t'^'I 3 8"w A - MAX. D n __......... t 3 OR ✓ tf r I1 w I 1, yy^^ I I , WASHER kEFDT-- -`-------T?A ",^�)' / +( yyA TEK SCREWS Y 1 I3J e .! `S"' i'' 12"O.C. s E14a3/4" HEX HEAO...�:' - !-!- ' - 1 3r$ f I iO 151 r ii' - 'j -,LK SCREWS 4 S"O.C. I f-.. S.D.S. - !t ..? !/a'c-2aw/r ss v5 CONCRETE A(dCHORS y, J 6 �•- —USING 1/41-20 NUTS OR 1/4'8-20 S.S.M.S. CO'O 3/ / r , W/NUT R S`O.C. (SEE SCHEDULE ON n 1 y/ 1 6 3"O.!:. T J2 - µca. a 12'OC. # ! SHEET id) ,� ! / ! H, : r ! t » I 1' S• r' E%611NG NON STRUCTURAL --T:LTU• -I / / )7 OA t 8 .t•_..1 ' t7^ t8 -' �?" L• �2.tXI"MIN. 1`\�'^.wALL TRtd!(OECORAT� EDGE OF f i E.D. SttU -".•SV.B IF L :.L \. �' f14t3 4'F.H.S.U.S. HIN - _ d J QRIAEDN.FET[ i- -•1 )/8" -I 108`- APPLICAEL£ y S ._CONCRETE ANCHORS •t• -- --- 1--- R 4'C.C. ^ t ` J SEE ROTE IPO x - '' POURED CONCRETE-`' (SEE SCHEDULE ON' ON SHEET 7 `ONE NUTS 13(1) ' • i , ,,,! POURED C.OtICRETE-� 1 ON SHEET t '' P o ---__....-..-......_...._E_D....._....._.._-..�__..._...=. Ll OR CONCR£t£BLOCK SHEET t4} - - , °R CONCRETE 84GC REOUIRED K —^� ^��--�- REQUIRED (q)KEYSTONE MOUNTING INSTALLATION 0P'TIONA•L-+ POURED K) HV WALL FLOOR INSTALLATION NAsnnJU A.S.O.CESIGN PRESSURE:•x54,_72 yf C014CRCIEJ 'C` HY. WALL WALK—OVER INSTALLATION REQUIRED MAXIM.,..SNUTTEA SPA:B'-a` i3iHV RAINGUARD INSTALLATION t HI t THIS INSTALLATION SHALL BE 2- MOUNTING SECTIONS Cat:BE COMBINED D EDGE DISTANCE OR ENABLE P11iFN PERFORMED ASSEMBLY E SPECIFICATIONS O" SHEET 13) ADJACENT TO AN OPERABLE EXIT '� SF.E Lt!A17f•TIONS OF USE FOR OR EHTRANEE '�DE,� =°"SHED " INSTALLATION DETAILS W/-.1 HV BLADE HOT£ FflR COMBIN3i�N OF ECT1 NS A r 1- SEE SHEET 4 FOR TYPICAL SHUTTER (5E— `— } p" y IN ANY WAY TO SUIT ANY INSTALLATION. II`TIr- ' )•r, ri '^', FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 02417 TILTECQ INC, Ur'201'7 EASTERN METAL SUPPLY.INC. ' = BERTHA HVTM tz: °" d —_� Accordion Shutter System �• �r���� ;�;• S N.0 MADE#i wl OR w/o H.v WINDOW etaDE r Systems s TICCIT TESTING & ENGINEERING COMPANY American Shutter 5 Y Ev.No DESCRIPTION QATC ottac:N 2Y: 7 ac' ,"(tj41i3 .�'�ttat 6355 it::,35h St.,5`.e.3G5.MAGMA GUDENS,PLOMA 33:5 Association, Ina. 010 IS-685 1f27/ir DAT: 07f27j17 - Ph—:T305)871-1530.Fca (305)871-1'31 4266 Westroods Drive x '.•��ttD 1 sst a-mo+e ultecoOco+.cnm West Palm Beach, Ft 334'07 3 DRA4:lNG NO '�� ALitr11 T�-Gpasns 17-107 `""•`.. YJN•'TEP,.l :ILUT J,P.E. 4 F.E. SEAL/SIGNATURE/DATE PL°R3A`''k 4;1 67 5 SHEET 6 7 OF 20 SCHEDULE 111 SCHEDULE '>E2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* -L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" NOTES: ((L}. FOR INSTALLATIONS Wj -, OR "L-" (ft.) FOR OR 1-" (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERM T 4. & 0 or ar NSTAI_LATIONS W/(� W SYMMETRICAL CENTERS CONCRETE & WOOD (t) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN V!/ ONE H.V. LOCK or 0 or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. & W/ ONE HV LOCKS HD LOCK (9 W/ NO LOCKING RODS ` or ONE HV LOCK ar or¢� L MhX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA E 28 29 VJ/ ONE W/ No LOCKING RODS OR VJ/ F70 LOCKING WAIL A, 8, C. D. E. Y.., N, C. P, G, &S.D. DESIGN PRESSURE RATING. 005 MOUNTING F, H & L R, S, & V, HG"k`"f" LOCK 30 w/TWG LONG (SEE NOTES t,ifi} ;VAUO FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIAtU6t SPAN FOR RODS 35 TOP & BOTTOM 14SEE SHEET 7) FLOOR/CEILING G, H, I. I1, J V1ALL.MOUNTINGS TOP 80TTOM OR FLOOR CEILING: �$ -a C014CREfE&WOOD MOUNTING 7, U. W 8: X ( / } FLOOR/ CEILING: r.a' bG INSTALLATIONS cot NCRETE & M MexII-uM M�rue1M INSTAL ATI N M"'"}1UM GIVER A POSITIVE AS.D. DESIGN PRESSURE RATING, AS.a US= ASA.OESV AS.O.Om" INSTALLATIONS FRESSURE WALL MOUNTING FI,OOR/CEILING FRESSURE VIAL MOUNTING PRESSNRE DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. aanwaND B Rc rurnc FLOOR/CEILING!eoUrmue MOUNTING g GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, to•sI.) FLOOR/LEILRIO MOUIMNG (—J) aR (•oa-) l t (IQ I L (IQ77-TOT-7-TA)—' N OR-) _ (-DR-) -_FLOOR CALL MOU(fJING _ DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. •- - L I (R) 4-(IQ L I (R) L-(ft) Q MAXIMUM SHUTTER SPAN `L+'OR 1-"FOR 30 OR LES 16'-O' i6'-O` ,16'-0" ( 16'-0' 30 i6'-D" 76'-0" 30 t6'-0' 16"-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf. A.S.D. DESIGN PRESSURE RATING, MINIMUM DETERMINED SPAN GETIVEEN "L+ AND "L-". 35 17-10' 14'-10' iV-2' 76'-0" 40 13'-10" IS-10" t5'-2' 40 13'-10" 13-10" -0 14'-2"_ IS-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-t 1 _ 4_ t4'-3' 45 _ t3'-t' t3'-t" —45 t3'-a" 14'-3- t HV COR14ER CENTERMAT£ 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12-5" 1 12'- 12'-8" 500 i2'-5" 12'-5" _ 50 12'-� 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS L5'/FLOOR/CEILING MOUNTINGS; SHALL BE AS INDICATED ON IAANDA70RY CONDITION 2 55 IY^ta" tt'-10' t2'-t i to--it' 55 Ii''-t0' It'-10' _ 55 ii'-i� ti'-ii" I� FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ..__ 60 11•-4` 11'-4' 11-7 12'-4" 60 77'-a' 1t'-9'- 60 10'-2' t0'-1t- .NOTE#5, SHEET 5. RATING: .... .-._ .. -.._._._..._ -_.. DETERMINE: 65 ia'-10' i0'-10' Ii'-i" it'»77" 65 10•-t0- i0•._i0^ 65 9'-5" _ 10•_1' 70 70'-6' ( 10'-6- t0'-9' 11'-5" 70 10'-0" 10'-6- 70 8'-9' 9-4' L3+ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING_ _ La+- MAX. SPAN FOR FLOOR/CEILINGMOUNIIJNG 75 ib:-t" 10'-1'• 10'-4" 11'-11• 75 _10'-i' i0'-i" 75 $•-9" _ tt EXCEPT THAT J.VO!JMl'M SHUTTER INSTALLATIONS. 80 7-10- .,9'-10` 10_0_ 10'-9" _ 80 9'•-10" W-10" SPAN "L+"OR "L-"AND MAXIMUM AS.D.DESING ^-g5� 9•-6" 9'-6" 9'-9" t0'-5` 85 _ 9'-6' 9'-6- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE AS.O. OfSJGP7 PRESSURE -„,,,,_ ,. - RATING: 90 9'-3- 9'-3' 5' 10'-t” 90 9'-3" W-3- OR CONCRETE BLOCK SHALL BE LINRTED AS FOLLGVISt DETERUINE: _,._.._.-+I- ..... —_ .._....._ .....,,.-... ._._.- i- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-O" i 8'-9' 9•-2' 9'-t0' 95 9'-0- $•-9` u+ MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. - -•)—,-- - - - LIMITED TO +64,-72 D.S.L AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9 I 8"•" 9'-•0" 9'-7" 100 8'-9` 8'-4" MOUNTING MON SHEET 7. .�— --__.._ _ .. INSTAl.IATJONS, 105 8'-7` 7'-11" 8'-9' 9'-4- 105 170 8'-4' I 7'-7' P.'-7" 9'-2" 110 $'-4' 7'-7' FINAL MAXIMUM hILOWABLE SPAN !S EQUAL TU THE 115 W-2- _7'-3- 8'-<' W-it- - 115 8'-2=--_7'=3- SEPARATION TO GLASS SCHEDULE tAINIMUNI BETWEEN -LI+', 'L2+", "LI-"AND `L2-' 120 8'-O" 6'-17' 8'-2' 8'-9' 120 8'-0' 6'-lt" (4) GO TO ANCHOR SCHEDULE WITH FINAL `125 T-10' i_ 6'-8-- 8•-O- ! 8'-5' 125 7'-10" ._.6'-B" ��_ ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN ..,---130 -7'-8' _t 6'-5' 7'-10" 8'-1` ISO 7'-8' 6'_5' PRESSURE RATING TO DETERMINE MAXIMUM,ANCHOR 135 7'-7"- 1�3•-2` 7-9" 7'-9' 135 7'-'7' ." 6'-1' .- WiND ZONE MINIMUM SPACING. r5 )1 7. 7" 7'-6' 140 7'-5" 5-71 A5TM E-1996 SEPARATION 145 7•-3" 5'-9' V-5c- 7'-3 145 7'-3- -5'-9` TO GLASS 150 7'-2'_ V-7' 7-4 71-0,7'-0` 150 T-2- 5•-7" 155 T-0' S'-5" T-2' 6'-9• 155 7'-0' 5'-3 1 THRU 3 1�• i6U 5'-ti' 5'-2' T-1' 6'-7" 160 6'-11' W-2"... 165 6'-10' 5'-1' 7'-0' W-4'_ 165 6'-70" 5'-1' _170 6—_9' 4'-t t" 6'�"-I 6'-2" 170 W-9' _..-a.—I 1" _.... 175 .._ .6•-7" I `.'-B' E'-9' 6'-0' 175.. 6'-7- ... _4-9_... -- HV BLADE Z-8' 6'-8"_ 0" 180 6'-6" 4'-8" 185 6'-5' 4'-6" 6'-7" 5'-$" 185 6'-5' 4'-6" 190 6'-4' _<'-5" 6'-6' S'-6"_ 190 6'-a' .... ._ .. _.......�._...�._..__—_....--_.—....._ ............ 95 5'-3•• ...__200 6'-2` 4'-2' ^6'-4' S`-3' 200 6'-2` -- 4'-2' 205 6'-:" 4'-t'- V-3• 5'-t' _..205 6'-7' FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone, F?201 i TILTECO.INC. @ 2017 EASTERN METAL SUPPLY,INC. r•'(*Y •. 7 BERTHA HVTI( _ Accordion Shutter System A,vS,SAn H.V. RADE #1 W/OR W/O H.V.WNDOW RADE K+'•, �•�,- y j' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N .DESCRIPTION DATE DRAWN PY:ML(cv. I_G, $t.,See.3DS,•A8a c4ROU*,rtaR 3316 Association, Inc. 1 01-0 t5-C$5 7 7(ir DATE: 07j27j17 Pgena:(305)671-163D fet (3D5871-1531 4268 Westroads Drive 2 1 DRAWING No 5�T7,'•.. Y�� t� a-mon:UReaaa-L.— West Palm Beach, FL 33407 3 17-107 f A{ -sT E8-aOD61t9 a '•. VS'p A1. 1e WALTER A,.TILVT Jr.P.E. P.E.-SEAL/51 $ATURE/DATE FLORIDA Lt[.g x167 5 SHEET 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCIR OR CONCRETE ANCHORS SPACING LEGENBLOCK INSTALLA: D POURED CONCRETE sa N4UNANGs A.s.C.D me ON SNELT 6) POURED CONCRETE/CONCRETE BLOCK TAPCON OR A WALL HEADER MOUNTING A WALL HEADER MOUNTING 0 WALL SILL PUNTING D WALL SILL PO UNTINC C k F 1vALL HEADER/SILL TAPCON WITH ADVANCED MA W f U W,f 4 ( tvAU.FIEAOER IAOUNTING lv/ W/ MOUNTING THREAOFORtA TECHNOLOGY SPAN (ft) ASA.D•9GN NECATNE PR25fl 2E 9A1CiC ASD.OLMI NFG4TWE PRTSSv'F W.R;Teal AM DOM N CATK FSE ROLNG Spa ASD.DMI FIGAYK PRi551WE RAtYC(1n!ASA., GINE PR4S519E R02G(pM AS0.DcTY2i LWRE PRuSURE RsiD1C.� ALL POINT'S SOLID-SET 30 40 fi0�75 90 120 150 205 30 0 78 90 120 160 205 34 40 6D 75 90 f20 160 205 JO 40 60 75 90 1?0 1b0 205 3t! 75 40 720 760 205 3D 40 60 TS 40 120 560 205 BLUE TAP 14 12 IO'9 B 8 6 8 14 1 t0 9 8 1 8 6 6 14 12 10 9 44146 8 6 6 14 12 10 9 B e 6 - fa 12 10 4 B B 6 5.5 8 0 8 8 8 B 7 S.5 TAPPERt 3'-0^ IS 12 10 9 B 8 6 8 1a 12 10 '9 A 8 6 8 14 12 t0 9 B $ 6 6 R 12 10 9" 8 8 6 6 14 12 10 9 8" 8 6 6 8 a 'e a e a@ a OR 14 12 10 9 a 8 6 5 14 72 t0 9 8 a 6 6 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 3 14 12 10 9 6 8 6 6 8 8 8 8 8 8 8 6.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 0 14 12 10 9 8 8 6 6 14" 12 10 9 8 8 6 t4 12 10 9 e e 8 6 8 B $ 8 8 8 tl 7 i{ 12 10 4 8 8 6 1 IS 12 /0 4 8 8 6 6 t4 12 i0 9 8 8 6 6 14 12' 10 9 8 7 - - 14 72 10 4 $ 7 55 - 8 8 8 8 8 7 55 4 _ ..._ _ 4.-.0. I< 17 10 9 9 B 6 4 14 12 10 9 8 9 6 6 14 12 10 9 B 8 6 6 14 12 10 9 8 $ 5.5 14 f2 10 9 8 B_ 6 6 8 8 8 8 8 8 8 B Is 12 10 1 9 8 8 6 4 14 12 10 9 8 6 6 6 74 12 10 9 8 9 14 12 t0 9 8 8 6 8 8 a a a 8 65 5 14 12 f0 9 a 8 6 4 14 12 10 '9 8 8 6 6 14 12 10 9 8 a 6 6 14 t2 10 9 8 8 14 12 10 9 B 0 8 8 B a 8 a 8 7 S.5 Il 12 10 9 6 8 4.5- 14 12 10 9 8 8 6 35 I4 12 10 9 8 8 6 6 14 12 10 9 7.5 - - I_` 14 12 10 9 7.5 53 - 8 8 8 8 7.5 5.5 4 3 'k 5 ANCHOR 14 12 to 9 8 a 4.5 - 14 12 10 '9 8 8 b S.S 74 12 10 9 a 8 6 $ 14 t2 t0 9 8 7 - - 14 12 10 9 8 8 6 - 8- 8 8 8 8 8 8 a EE C 5'-p^ -_- -- - _ ",.._ SPECIFICATIONS 14 12 ID 9 d 5.5 - IS 12 10 9 8 8 4S - 14 12 10 4 8 8 6 5 14 12 10 9 B 3 - - 14 12 10 9 B 7 - S. 0 8 A B 7 5 144 12 t0 9 8 8 4 ^ t4 72 10 9 8 8 6 15 14 72 10 9 8 8 6 6 14 12 10 9 8. - - fa 12 t0 9 8 75 - 8 a a a 8 7.5 5.5 4 ON SHEET 13 14"12 10 4 8 5.5 3 14 12 10 9 8 8 4.5 - 14 72 10 9 8 8 6 6 14 12 9.5 7.5 4 - - - 14 12 9.5 7.5 6.5 3.5 - - 8 8 8 7.5 6.5 4.5 3.5 - 6'-0� la 12 10 8 8 5.5 - _ to 12 10 9 8 8 4.5 - 14 I2 10 9 8 8 6 5 la 12 10 9 8 + - 1- 14 12 f0 4 g 8 4 - 8 $ B 8 8 8 B 7.5 t4 12 10 9 8_ 3 14 12 10 9 8 8 14 12 10 9 8 8 SS 3.5 T4 12 10 9 4.S 14 12 TO 9 7.5 i a 8 a 8 J.S 5:5 4 3 14 12 to 9 d• 5 _ 14 12 9 B 8 4 14 12 10 9 8 8 6 5.5 14 12 10 8 6 14 12 0 9 8 4.5 - a 8 6 8 8 6 4.5 - t4 12 44 9 8 4 14 2 0 9 8 6.5 3 14 12 10 9 8 8 6 - 14 12 8 4.5 - - - 14 12 8 6.5 5.5 - - a 8 a 65.5.5 a 3 - 7,-O^ a t2 9 8 - ^ ti i 1 9 8 6.5 3 - 14 12 10 9 8 8 6 - 14 17 f0 9 6-- - - 11 9 6 7 - a 8 d 8 8 8 7.5 B 4 12 l0 9 4.5 ± 1s 12 10 9 8 + 14 12 10 9 8 7 4 14 12 10 5,5 - _ 14 t2 10 8 8.5 - 8 8 8 8"6.5 5 3.5_- 14 12 10 9 7.5 75 - 14 12 10 9 8 6" - 14 12 t0 9 8 8 6 14 52 10 6 14 12 10 83 T 8 8 8 8 7 5 4 14 12 10 9 5.5 3 - - to 12 10 9 8 4.5 - - 14 12 10 0 8 8 - - 14 11 7 - - - - 14 11 7 5.S 3.5 - - B 8 7 5.5 4,5 J.5 - - .,. 8`-0^ 14 12 10 9 5.5 _ _ 14 12 10 9 8 4-5 _ - t4 12 10 s 8 a - = 14 12 10 7 4 = -- 14 12 10 s a 3, - - 8 a -8 B E 75 7 .4 •SEE UNMJTAi7ONS OF USE FOR 14 12 10 15.5 3 li 12 10 9 8 - 14 12 10 9 8 5.5�- 14 12 6,5 3 14 12 8.5 7 4 B 8 8 ) 5.5 4 S LwOE{l tij ON SHEET 19 14 12 101'9 5 -_- 14 12 10 9 8 4 14 12 10 9 88 14 X12 9.5 - _ - �- 14 12 9.5 75 4.5 - " 8 8 @ 7.5 5 4.5 - il i2 TO 6.S 4.5 is 12 9 7.5 - 14 12 10 9 8 13 95 4 13 9.5 6.5 S 8 a 6.5 5 4 3 12 l0 6.5 4 - - _it 12 _ 9 7.S - - 14 12 f0 9 8 - _ 14 12 10 5 - - - - 14 12 10 9 5.5 - - - b 8 B 8 8 6.5 6 3 _... - s t2 &5 4 - - - t4 12 t4 9 4,5 - - - i4 t2 10 9 7.5 - - - 14 ITS 4.5 - - - - - 14 its 7.5 6 - 8 8 T.9 6 5 1 14 1 2 10 18 4 to 72 f0 9 7 14 12 10 D 8 t4 12 S -i-" 14 12 8 6.5 - a 6 8 6.S 5.5 4 14 12 9.5 5 J.5 - - 14 12 10 9 5.5 - - - 14 12 to 9 8 - - 11.5 8.5 - - - Ls 85 S.S - - - - - 8 8 5.5 4.5 3.5 - - ts 12 9.5 5 3S - - .Y ti 72 10 9 5.5 - - 14 i2 t0 9 8 - - - t4 t2 7 _ - _ ti 12 10 7.S 5 - - - 8 6 8 8 8 7.5 4.5 - 10•-0 I4 12 5.5 3 - - 14 I2 10 B 3 - - 14 12 10 9 6 - - - I4 105} - - !- t4 10.5 7 3.5 - - - B 8_ 7 5.5 4S 3.5 - 14 72 4 I4,S 3 14 12 14 9 5 - 14 12 t0 9 8 14 it - -- i+ i4 ?.5 - 8 8 Ts- 6 5 14 12 7 - - - ,- 14 12 10 - - - - - 14 12 10 - - - I - 0.5 a - - - - - - .0.5 8 5 _ - - - - B 8 5 a 3.5 - - i 1'-0" 14 12 7 - - - - - 14 12 10 - - - - - 14 12 10 - - - - 14 12 5 - __ - - 14 12 t0 - - - - 8 8 A 8 8 T S.5 ! 14 i 4 t4 12 t0 14 12 10 - 12.5 9.6 - 12.5 9.5 6 B -8 6 5 4 3 14 12 6.5 - - _ - 14 2 10 - - - - 14 12 10 - - - - - 13.5 to - - - 14 7 _ - - - - 6 8 7 5.5 4.5 - - - 14 12 5.5 _- - - - _ 14 T2 f0 - - - - t4 12 10 - - t- - 9.5 7 - - - - - - 9.5 T 3.5 - - - 8 7 1,5 3.5 3 14 12 S.5 -_ - - - '_ V. 10 - - - - - 14 12 10 - - I- t4 12 4 - - - - 14 10 - - - -_ 8 $ 7-8 8 12-0� 14 12 9 - - - - t4 12 IQ - - - - - 11.58vb - - - -"tl.9@.5 4 - - - 8 8 5.5 4.6 4 ^_- tt 12 5 T-^ - - - - 14 12 10 - - - - is 12 10 - - - - 12.5 4.5 - - - - - 13.5 9.5 4,5 - - - - 8 8 6 5 4 _ `_-"-_•�_. _ 1. 12 - - 9 65 - - - - 9 $.5 6.5 4.5 3.5 3 - t1? HV BLADE OR HY BLADE 14 12 -_ - - - 14 12 - - - - _ - - _ __ -'�.�" i+ 72 - -" - - - - 74 i2 - - - - - 14 12 - - - - - - 14 12 - - - - - - 8 8 6 8 8 4.5 13'-0^ it to -�_- - - _ 14 12 - - - - - -- 14 12 - - - i- - 0.5 S.5 - - - =- 0.5 8 - - - - 8 8 5 �. 3.5 - _ W/ 1A HV WINDOW BLADE 14 12 _ i.. _ - - _ la 12 - _ _ _ _ _ 14 12 - - _ _ _ ITS 6 - - - - y- 1.5 8.5 - _ _ _ _ _ 8 8 5.5 4.5 _ _ - - 14 12 - - .. .. is T2 '• - - - - 14 12 - - - - __ - 8 3 - - - - _ _ 8 g _ _ _ - - a 6 4 3 _ _ _ . - 14 12 - - - - - ^ 11 12 - - - - 14 9' "- - - - l4 12 - - - - - 8 8 6 8 75 4 _ 14•-0" WORKING IN UNISON is 12 _..,,_ 72 - -• - ! - - - 6 4 3 - t4 7 - - - - - t4 72 14 11.5 - 1a 12 - 14 12 - - 10.5 / I- 10.5 8 - - - - - 8 B 5 4 - - 1l I. - t - 14 ..- - - - - 14 - - - - - 7.5 - - - - - - ____7.5 - - - - - - 75 SS 3.5 3 - - - - 14 - ._ _ .. 14 - .. - I.. - 14 - - - - I4 - - _ _ _ - 8 B 8 7 ] 35 - - ....« 14-_":"S - la ..�A...._"... - _.... 14 _ - - 9 35 3 - 74 7; 74 10 10 8 75 5 1 - 14 - - - - 14 - - - - 14 - - - 7 - - - - 7 - - - - - - 7 55 3.5 - - - - 16,-0.is = t4 - - - - it - - - - - _ it - - - 8 8 8 7.5 6 3 - - 14 _ - - - - .. ,. I4 - - "' - - - B - - �f__ e = - - - - - e_ 6.5 4 3.5 - FLORIDA4 -.• 1- - - •• 14 - - - _ _ _ I< - - - SYN Ha 5 - - _ _ _ _ _ _ _ _ 8 l 4.5 -LEI= - - V(11tt Ui��LU+i\U l.tiU l0(i iliC))i ielOCit}' tlifiCaT1@ Zone; - (92017 EASTERN METAL SUPPLY, INC. 174,1�4`p`t.• .• ........��l LT 02017 nuEco.I.C. vi ••'Li �,v,��:•., BERTHA HVTM _ ASS A r� Accordion Shutter System 1 L ECO 1 N c. ■ ■ ■ H.v. eaaOE#T w/OR wjO H.V.XINDON BLAX a ? American Shutter Systems T Y fl'.NJ DESCRIPTION DATE DRAHN 6Y: LC • TILLIT TESTING & ENGINEERING COMPANY 1 Association, Inc. OLD ss-ass Tjz7 ii xrE: o7/z7,77 1 6355 14'8.SE1N.SR.Ste.365.NJGihtt 64RPht5.R0a1QA 331$ '• o 4268 Westroads Drive 's '. .•t-` 7 �-'A{7-5 Phan-:(305)971-1530.Fat:(305)871-1531 DRAYIING NO " ''• ••'.�ai.ts5t a-m a:t9;4caaaa.eom West Palm SeOeh, FL «3407 .3 " 17-107 rif•5�••,•1••C•• 1 E8-OM6719 4 Vjv g1�L 4 t�1 1115 _ M.ITER A.''ILL"4r.P.E. - '01VAL " FLORIDA Uc.11 44167 5 SHEET P.E. SEkir/^3113t7AT�1RE/DATE 6 12 OF 20 MAYIA.4U64 ANCHOR* SPACING I(tQ,,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES cn DESIGN SIG. cr rn4-PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREFE OR CONCREIE BLOCK IN`MUTIONS (SEE MOUNTINGS E.G,&H ON S)4EE7S 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Mtn,T'c B 3 ksi) xmuuN E@WALL SILL MOUNTING @CEILING MOUNTING FLOOR MOUNTING - 1/4"01 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. rm=3 lm„) SPAN ANCHORS SPACING LEGEND - 1/4"0 It 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, (Min.('c 3 1¢1) {ft} M. OESC1 NF,GMhE PRL241ES.ItALNG yst._SD.OT5.4"R NEttfil PRFSI_RE RtTn'(°'I) $.0. XfOAiTl FRMVW MM Oaf) - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. ('t - 2 ksi) 3P 40 80 75 90 120 160 205 30 40 60 75 90,120 160 205 30 75 90 120 160 205 7APCON OR -• 1- - 1/4"m TA°PER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AHD DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOFNZEO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 i2 I0 8 8 8 fi 5.5 14 12 10 4 8 @ 6 8 14 12 10 1 8 8 8 6 S THREADFORM TECHNOLOGY (Min.('c = 3 ksi) 3'-0" 11 f2 10 9 @ 8 6 6 it 12 10 9 B 1- 6 8 14 12 10 9 8 H 6 .6 qLL POINTS SOLID-SET OR LESS 14 12. 10 9 8 6 6 6.. 14 12 10 9 8 6 6 F4 12 10 4 6 @ fi 5 BLUE TAP Y7j CAP NOTES: i1 12 70 9 B 8 6 7 14 12 10 9 0 B 6 6 ib 12 10 9 @ 8 6 6 A1)FAINOAUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 12 10 9 6 7 5.5 3.5 14 12 t0 9 8 8 6 8 14 12 10 8 8 8 6 5 TAP PcR+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2% F4-11- 'a i-412 10 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 5.5 14 ,2 10 9' 8 8 6 4 74 12 w 9 8 8 6 4.5 14 12 10 9 8 8'• 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SMALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT i4 12 10 9 8 8 b 4.5 14 12 10,_9 _8 8 6 5.5 14 12 T8 9 8 B 5 4,5 INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 112•LONG MINIMUM SHOULD STUCCO It t2 10 9 7.5 S.S 3.5 - 14 12 9 B 8 6 5 14 12 10 9 8 7 5.5 4 •SF.E L.u:rATi0:15 OF USE rcn EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 17 10 9 8 8 5 6 14 12 t0'9 8 8_ 6 SS 14 12 t0 9 8 8 6 4.5 el'A:'i;1��CN 516ET 15 ti t2 10 9 8 7 4 - 14 12 /0' 9 8 6S 5 7.5 to 12 70 8 6.5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXIS71NG WALL OR FLOOR, 7 4 12 10 9 8 7.S 4.5 - 14 12 10 9 6 8- 6 45 14 12 10 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 6.5 4,5 - - 14 12 10 9 8 7.5 5.5 f1l, 12 10 9 8 6 4.5 3.5 NOTES A.1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 8 8 6 14 12, to.. 9 6 A 6 12 10 9 8 6.9 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 /2 f0 9 7.5 5.5 3 14 12 10'&5 7 5.5 t 12 8 5.5 5.5 4 3 - 8 TO EXISTING CONCRETE BLOCK: ASTM C-90 14 I2 10 4 8 6 - - 14 12 10. 9 8 6.5 5 12 6.5 B 5 4 - ( 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.F.W.BUILDEX. 4 12 8 6.5 SS 3 - 11 12 IO 9_ 8 6.5 4.5 12 0 8 7 5 J.5 _ 1/4'm x 3 4 ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 1 t2 70 9 8 8 - 14 12 10 9 8 7 5 i2 9 7S 5.5 4 S /- 0" - - 1/4". BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIpq FASTENERS DIRECTINC. 12 IO 8 6.5 4 - - 14 12 9 7.5 8 4.5 J,5 10.5 7 5.5 N.5 3.5 - - 1/4"m TAPPER4-ANCHORS AS MANUFACTURED tgY POWERS FASTENERS,INC.,ANO DISTRsBUTED 8Y ALL POINTS SCREW.BOLT&SPECIALTY t2 tp B.5 T i - u z2t0' 9 75 5.5 < 12 9 7 ?S 4,5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4,5 14 12 t0' 9 7.5 5.5 4 12 9 7 6 4.5 J $' 14 12 10 9 8 6.5 - - 14 12 10' 9 8 6 i /2 10 B 6.5 5 J.S - NOTES:14 12 8.5 7 5.5 3 - - 14 12 8 65 55 4 3 9.5 6 5 4 } - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND-TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 19.517.5t 8 t4 12 9.5 8 6.5 5 - - 14 2 6 6.5 1 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1", /3 9.5 6.5 5 JS - 14 12 10 6 8.5 5 to 2 5.5 5 4 B._0. 74 12 l0 la 12 10 9 7.5 4.5 - _ 14 1 7 5.5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4"c x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDOEO PITO THE CONCRETE BLOCK.NO 14 115 7.5 6 4 - i4 N 7 5.5 5 3.5 - - 7 I 8_ 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 6 6.5 4.5 - - 14 12 8.5 7 5.5 t -' 14 10.5 7 5.5 6 4.5 - EXIST.AND 1"MINIMUM FOR WALLS Vn7H NO STUCCO. 115 &S 5.5_4 14 12 9 7 6 4,5 -_ 14 11 7 5.5 4.5 J.S - i0'-0' 14 12 i0 4 7,5 - - - 14 12 t0 B a's 514 12 8 b S 4 - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 11 10.5 7 5 3.5 - - 13 9.5 6.5 5 4 3 - 10 7.5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON /4 ti 75 5.5 - 14 t15 9 6 S 4 iR.S s.5 6 5 4 4 NOTES RJ)&H.2}ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH 4R WITHOUT METAL STUDS CONSULT THIS ENGINEER 5 - - - - - 14 112 8 b.5 5.5 4 - - 13 10 6.S g 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 f2 10 - - - - 14 I I2 9 7 6 4.5 - - I4 10.5 7 5.5 4.5 3.5 - 11-0"125 9.5 .5 - --_- = 12 9 6 4.5 4 3 _ 9 7 4.5 3.5[_3_ - - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11 Itl ) - - - - is 10.5 7 5.5 4,5 - - - 11.5 B,SPTY....- SS 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - 14 11.5 7.5 6 5 - f2 9 6 4.5 4 - - _ 12'-0"[35 12 10 - - - - N 12 8 6,5.5�5, _ - i} 10 6.5 5 4 - - FDf,.,,F�I,S7.,ANCF�E'RSUS SPACING SCHEDULE FO^, R A�ICHDRS: ...... B.S t.5 B 5.5 a 3.5 _ -_ 8 8 1 3 - - FRAXfMUM ANCt40R SPF.CC7G5 AP.E V,4UD FOR EDGE DIS ES INDICATED BEtAW.FOR E.D.TEAS THAN TME iNOi:ATF.O,REDUCE ANCHOR SPACING 9.5 8 - - - - - 13 95 bS 5 4 - 10.5 8»t 5 1 4 -» - - - 6Y MULTIPLYING cPAC1NG 511OWN ON SCHEDULE BY THE FOLLOWING FACTORS. 6.5 _ 14 10.5 7 5.5 4.5 _ 17 B.5 5.5 s,g J,5 REDUCED SPACING ODTN14ED USING FACTOR SHALT.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH•NCHOR TYPE. 12 - - - - i4 175 7.5 6 5 - - 12 9 6 4.5 4 - - - FACTOR 6 - - - - - -- 10 7.5 5 a 3 - - - 7.5 5.5 4 3 - - ACTUAL TAPCON WITH ADVANCED TAPPER + 6.5 - - - - 12 9 6 4,5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON TNREADFORM TECHNOLOGY All POINT,SOLID SET BLUE TAP W/CAP MIN,SPFCtNG 6 - - - - - - 13 9.5 6.5 5 - - - - 105 75 54 - - - - HV BLADE OR DI E.M MIN.SPACING-3" MIN.SPACING-3" FAIN.SPACING- 3 1/2" MIN,SPACING f" 3 3/4" 4- B - 1T B S.55.5 v _ _ _ IT 8.55.5 t,5 - _ _14'-D" 12 - W - 14 10.5 7 __.:L - P ED CONCRETE& POURED CONCRETE& POURED CONCRETE&•sS - - - 7 5 35 3 - _ _ V BLADE V FrA[a�axxiVE o7+0PETc BLE« POlRED CONCRETE CaNCfETEao" - - - Y.5 - - - ^ 8 e.g 4S - - `' CONCRETE BLOCK EDCONCRETE BLOCK CONCRETE-BLOCK ..Hv...W DOW MN.E0..3" MN ..3 1/2" 1!R 6-21/2- AIN ED.+3 1 I&L ED.•J MH ED.•3 1/2`M8 E0.•21/2' 7.5 _ _ _ - _ _ _ 12 9 6 I_ _ _ _ - .5 8 45 _ . - 1 A 0.90 1.0 __0.78 1.0- 0.884 1.0 - = 13.5 ,a 65 - - - - - - - - - BLADE WORKING 8.5 6.5 4 _ _ _ _ _ 6.5 5 ] _ _ 2 1/2' - 0.81..... 1.0..-...._ 5 - as b 4 - - - - _ IN UNISON ♦ 2• -". _ 0.71 - 7 - - - - - 11.5 8S 5.5 �- - - - - 0 6.5 4S - - - - - 1 3/4' - 0,91 - - - 0.43 - t4 12.5 9.5 6 - _ _ _ FO 7.5 _ g _ _ J _ _ _ _ _ i 1/2' - 0.35 � - _ _ _ �.. 0.35 9.s - - - - - =9.s 7 s - - - - - @ 6 4 .- -qY- - FLORIDA BUILDING CODs(Han High Velocity Hurricane Zone ttLFl p�` F/L""'� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 4�4 Lic ,ys•t` �_ BERTHA HVTM VTAn ,SSBI■A■ �`'�Gcordian Shutter System H.V. R ADE#1 W/OR W/0 H.V.WINDOW BLADE Americcn Shutter S stemsom, TILLIT TESTING & ENGINEERING COMPANY y EV.N4. DE9CRIPROH GATE DRAWN 6C LC.6335 rrw.36:.+1.51..s:e.:a„w69!n.A O4ROO:5.flC9104 331 Association, Inc. i OLD 15-OBS7/27ji DATE: o7/27fi7 f 4268 T:'estroads Drive 2 - _" < _..+..y�._4, Ph.- (305)671-;530.F0.:(305)871-1531 �._..,._ DRAWING No �C11 {� <-mP6:141actnoLcorc. Wes( Palm Beach. ft. 33407 3 �1n•``.••...... `•{,(i i1. ES-0'06719 _- 17-107 jo ���'1F11 - WALTEP.-A.TILUT ar.P E. __ _ FLORIDA Ue,9 44167 5 SHEET P.E.SEA%f tATAJ4:fOATE 6 T3 OF 20 - ---T------...- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p•s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS at]SHEETS 16& 17). :S�3 L._ 1 FEB !!H3 T F=:;�Z -:=i,.T FEE SOu HERN PINE No. SPRUCE PINE SPRUCE P1NE SOUTHERN PINE No, 2 V!/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2.Y!/LAIN.G�0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUCL.AS nR W/ V7 MIN. G=0.43 MAX. MIN. G=0.50 / W MIN. 6=0.36 sP<r.00 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & ft FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS S.D. WALL MOUNTINGS 8.0. WALL MOUNTINGS B.Q. WALL MOUNTINGS W & X W & X W & X P & 0 S&V S &V S &v .R.9i 1EEA1.'d Mw FARE(.Gy)an.Tr9DI NTARt 1i'SCP GAIL(}"+')ma"Z RUR!Kam I.=0.1 ISO.M%21 tW.T TIMM MITI(14 AS^.97Sv 1ESLRt MUM RVIC VJ) .Met WrAlf MMUf MRG X P.EW QUITA'MVP RAND(w!) .cm IE'AE PVSFf RAIN-+�) w M Ran'mmq woo W I.m OS'il IWAS mn i IAN:w 30 0 6 75 90 p05 30 40 60 75 -0 05 30 40 60 75 90 OS 30 40 60 75 I40 105 30 140(60 75 SO OS 30 40 60 75 40 05 30 40 60175 90 p5 30 40 60 75 901 OS 30 40 60 75 4005 30 s0 60 75-9Cr OS '-0'Oa LE 12 t - 9 B 6 6'. b 6 6 6 6 12 10 10 9 8�E 6 6 6 6 �6 6 12 10 11019 8 8 6 6 6 6 6 6 6 5 4 < 4 3 12 I12 72 92 12 f2 12 t2 12 52 12 12 12 12 12 t2 12 t2 ..___ _._..-. ............_ 4- 12 t t0 5 8 6 6. 6 6 6 6 6 12 t0 t0 9 8 E 6 b b 6 t 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 a t t 3 12 12 12 12 12 12 /2_12. 12 12 72 12 12 12 12 72 f2 t2 ._`• -p__12-t0 to 9 S 8 6 6 6 6 b 5.5 t2 t0 70 4 E E .6 6 6 6 6 5 12 10 fq 9 8 7 6 6 6 6 6 5 'T-3- a s a j i2i2�12,12 t2 12 12 12 32 12 12,12 12 12 12 12 72 0.5 12 10 10 4 8 6.5 6 16 6 6 5.5 4.5 12 10 10 ? 8 5 6 6 6 ",5 5-q.S t 0 J10 9 '6 3.5 6 6 6 6 S 4.5 6 5 4 a 3.5_ - 72 12 t2 t2 i2 JI i2 12 12 12 12 12 12 12 12 1? 10 8.5 ....__....-_ _..-.._._ _..._. _ 12 50 9 6,5 4 6 E 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6m 6 5 4 3.5 6 5 4 a - 12 112 12 12 12 12 12 72 12 12 /2 t0. 12 12 12 x0.58.5 7.5 _- 8'-O' t2 7p J.S a.S 3 6 6 6 5 4 3.S 12 t0 10 6 3.5 - 6 6 5 S 13.5 3 12 i0 t0 4 - - 6 S 5 ".5 3.5 3 6 5 d - -- - 12 R t2 12 72 t2 12 72 i2 72 U 4.5 L_12.11.1 9 7.5 6.5 12 10 5 3.5 - 6' 6 5.5'.5 3,.5 3 12 10 9 6 6 4.5 4 3 3 i2 10 4 3 6 6 4.5 4 3 3 6 5 3.5- 12 12 12 12 12 10. 12 12 f2 11.59.5 8.5 12 12 10 8 6.5 5.5 32 1 4 - - 6 6 5 4 3 ^ 12 10 6 .3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 ,S 3 - 6 5 - - - 12 12 t2 Ti_ 9.5 12 12 12 O.Z 6.5 7.5 12 t2 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4,5- - 112.,..ID 4.5- - - 5.56 5.5 3.5- - - 12 10 - 6 5.5 4 - 6 5 - - 12 J12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 5.5 5.5 A.5 ..__ 12 70 4.5 - - - 6 6 6 - - - 12 10 3.5- - - 5 5 5:- - 12 t0 - - - 6 5 3.5- - - 6 S - - - 12 12 12 1.59.5 8 12 72 7# 8.5 7 b t? 13'-0' 12 t0 6 8 - 12 t0 6 4.5 - - 1- - i2 17.5 6 a,5 - - 6 s,5 ' 72 t2 12 70, 8.5 Z.5 12 12 10 8 6.5 5.5 72 X0.5 7 S.5 s.5 s tq'-.p' 72 10 - - - - 6 5,5 - - 12 7 - - - 5.5 4.5 - - - 12 - - - - 5.5 4.5 - - 6 3 - - - - t2-It3 t2 9.S 8 6 t2 12 4.5 7.5 b 4.5 12 12 1- 5 6 _ _ • 12 12 11 9 7.5 5 12 12 8.5 7 E 4 12 9 6 5 4 - 16'-0' 6 - - i- 12 - - _ 5 - - - 5 - t- 6 - - 12 t2 I0. 9.5 b.5 a t2 i2 8 6.5 S .3 11.5,8.55.5 4.53.5 (1� HV BLADE OR Cj) HV BLADE WL 1�A HV WINDOW BLADE WORKING IN UNISON* SLE D;Aar to CONs GF L'SC FDR t+^ay,�:SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. f.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST Of THE FOLLOWING: -SOUtHERN PINE No.2 W/G-0.55(N.D.S) - 1/4-0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILCEX W/MINIMUM EMeEDIAENT AS INOICAtED AT -000GLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEER 16&/7, -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.) EXCEPIi)N:SEE NOTE 2 BELOW. -SPRUCE PINE 0R SOUTH W/G.O.J6 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTit."G TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN, 1/2'COX PLYWOOD(1986 APA) UG SCREWS AS PER NDS 2015 SPEcinrATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIJCATICNS OF THE ANCHOR'S MANUFACTURER. 1,A7la;Arreosip„g- FLORIDA BUILDING CODE(Kon High Velocity Hurricane ZGne 024t7 TILTECC.INC.4yfi �� f (�{r» ©2017 EASTERN METAL SUPPLY,INC. �` � = BERTHA HVTM C 4 A■S.�.�■ Accordion Shutter System H.V.a.ADE#1 w/OR W/O H.V. WNDOW BLADE "D• TILLIT TESTING & ENGINEERING COMPANY American ShuNer Systems rv,N DESCRIPTION DATE DRAWN EY: L.C. Association, Inc. CLO Ts-08s 7/2711, DATE: 07/27/17 q. - 636S. "em.SL.It-JG5,Y:24,N GARDENS.FI OFul 3.16 9* Phone: 305)871-15-10.Fax:(305)871-1531 4261$ Westroods Drive 2 ( DRAWING t•10 / �,t,0, •4ALt r-Ta g to 7oao:.00.=, latest Palm Beoth, Fa 33407 3 17-107.7 i 1 07 ,. . ���iw`� j1Lt_ _ WALTER A.TILUT it,P.E. _ + P.E.rtSk/3t5Ve16RE/DATE FLORIDA to,;44167 6 SHEET OF 20 END INSTALLATIONS Cl) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS _2W"..Y n STUDS REVO. 2'..*wN..00C STUDS REQ'D. AS • 6:O.C. WD Sibs. US CR-/-N. RAS.1.70 (IS WAD rX" TO EVST.0 CVAASS— I EX ST CLASS E..S�.GLASS CAW. EXISIING CLASS wc SQoA" SPA AT]J 1/*2pNN.W.7 " .;N.CA. No SD_MN P0,oSCO. 't tri'At S�_ CLASS M I 10`L*S1%a �G mks(M ..1 So." I I FCR ACC.0.0 1—tkCC so�CN`SNUE" oz.. QT 63 oN, M�In— 1 2 IDC�O)� S*al M 91—M 14 Ito IT 01,1ER 18E SA= ?-A- XU N:S" Ie S.A. D.C. 016 O.C. A, V= J` .�N IT Y • (2� J5 34'/N I;OR Ck* SEE DETM'.M 01 OR i:4�* ICE CO.,'MN I FOR-/ SEE DET11. on • TO TRACKS —1 Sn 01— SCX CvCI_ cf Ck.�S TO TRACIS Qz 2: - -4 .0 - ik-C',-tz cv. (D 0-rs��5.L- 0-'D•-(a END CONNECTION DETAIL END CONNECTION DETAI CB: END CONN END CONNECTION DETAIL E¢iSTiN5 ;EWRED ONLY FOR SPANS GREATER T 'J ST. 1-1/2,S.N.S. NG CLASS -1 12.C.0 12 6 0S. ♦ SEE LIMITATIONS OF USE FOR 'g, N, _4`-7� BLADE ON' SHEET 19 No a,SNET 101 �W 9tASIw % • Z fir. i i L-I RX)ES CD • IN I %v_ 6 '11L i t - L—L/;'-j, lo "D RL u OR 7 . .......... VIEW irs 07 ca,C10'..0 N"H 2-W 0�/ W"_" -ES- STUOS REDb. .95. Atl 8--13- PLAN !1D T V -':fz,- QUAIL END (CONNECTION--- -- 0EETA)IL11f END CONNECTION DETAIL r12) FLORIDA BUDDING CODE{Hon High Velocity Hurricane Zone: Q2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. lyTBERTHA HVTM Accordion Shutter System 0c�6 , iL E IcT A,S,S,A. KV. RADE #1 W/OR W/O H.V. VANWW MADE TILLIT American Shutter Systems 4EV.No DESCSIPTIM DATC - DRAWN V. LC. TESTING & ENGINEERING COMPANY Association, Inc. I OLE) 15-085 07/27/17 DATE: 07,127/17 SIA.!03,WMA GARD-ENS.PLORV4 231. 6355 ..jot,,,S� PC—;(305)871-1530.F..:(305)871-1531 4268 Westroods dtr4ye 2 DRA`t�JNG,I 07 ....R:Ult,c West Palm Beach, FL 33407 3 6719 lW VASLTEE R A.TILUT Jr.,P.E. AGICOA U.�f167 5 SHEC P.E. SEAL/SIGNATURE/DME 1 6 18 OF 20 ft L` , ;'�:15w`2IwC4t * {'FNFRLI i IMtfiA'itONS ANO GONOittONS OF LISE fOR BERTHt A G —1 c I Sr7 /1 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110.- 110 P.s.T, 2.MAX.SHUTTER SPAN:88' 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7;AS wELt A5 6IOUNTINGS M,0,T,U&W ON SHEETS 16 S 17. � I ��+/ ///---��A r/ 442_.R116 NLY CENTERIAATES 21 (BOTH 1'7/ S OR 1171 ARE ALLOWED NTH'21) INA IN IET AL OR OPPOUXTE LAT'ACC IN CASE OF gPP031NG 4 roA'.yos ` / v QUT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS 510£OF •���� -^ NTER . TYP,EA.END J J J J ♦ •� T% 5..(A)HV WINDOW BLADE '9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS J + 4f (3•c HOLES)FOR u PER BLADE AT SPACINGS SHOWN ON SHEET 4, r. � /7''�} (B)MIN.CLEARANCE FROM 70P OR BOTTOM EDGE Of HV 157NppW e1A0E U5' MAX. tMNpDYt$ / ♦ / o' u Of ANY J'm MOLE FOR{4 SMALL BE 12', ALLOYJED AT INr rn U _ t'iiNDOYt BLADE G„A,� a + (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE W J ♦ (0)HV WINDOW BLADE It MUST BE USED ALTERNATE TO A SOLID HJ PIAOE 1O 4 THROUGHOUT SHUTTER'S WIOTM, ^B (E)CE RMATES SHALL ALWAYS BE INSTALLED AWACENT TO A SOLID HV o / ♦ J / J f BLAL'E Nt AT EITHER SIDE OF THEM. i ♦ r E.�, lG 111iii I t%, � •'' + ' (F)POLYCAREEHATE M'YANOOW;,sc}5HAL1 8E INSTALLED SO THAT TABS FACE SEE END E ( 1 CONNECTION '/ J ♦ J THE INTERIOR OF THE OPENING 8 ING PROTECTED.MV WINDOW,4 MUST BE DE7'Ak.S ON SHEETS y l C`B2� NNCLY INSTALLED AND LOCKED USING A HV$EI71NC TOOL PROVIDED BY ASIA TO& EI TTP, �/ ♦ + TSS FULL HEIGHT.'-"' _ 4 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME i ty'. i S BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND OESICN LOAD(SEE NOTES yP I, .44 „ b{� 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED T CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 0 AS UMITED BY 1 11I SPAN AND DESIGN LOAD(SEE NOTES i h 2 ABOVE).ffia _L , 8.MINIMUM SEPARATION i0 GLASS SCHEDULE.PER tSR.i£-1996: ,G� (SEE PLAN FOR REOi1tkElt,ENTS) r D H 430'-I TTP TCP&BOTTOM 1...:�' ^ YANG ZONE MINIMUM SEPARATION TO CLASS __—........_....__._........._.��.._..._..�...�_....__..._ —____UNUtAITED WIDTH— f I THRU 3 i' ELEVATION MN.SEPARATION TO GLASS EXISTING G'JS$-7 $SE SCHt2t1LE Q"t SM,�T ti FtR P'.t.7E(y 4 -.Y AAAA 6.25,__^. l ANq f4 THIS SHED Ffwi 6tfSL71&:jA) _...AAAA___,.._AAAA AAAA__ __..__...._____._._=r__.,___„__~r`.._____._._...,.___ _..._....__•...____._____e � 121 2 1\ ALTERNATE OPPO NG GENTER►�ATF^y1lA W/`'fi(EXTERIOR ONLY) �• P. i' '� d' NO 24 OR'2 NOTE S ABOVE) l20! TYP. SrMMETP.ICAL CENTERMATES 12`1} L OR AND tY/d`�33!(SE NOTE 4 A6CVE) PLAN TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane, YAy�,yq•• •.•,....... 02017 TILTE.CO.INC, 02017 EASTERN METAL SUPPLY, INC. 3 w IV 'A.. B R�THA HV TM TM Fli L C O N�. A.S.S■A■ Accordion Shutter System i ,,.�( g} H.V. BLADE#1 W/OR W/O H.V_ WINDOW FADE "O �!%i ,:•L�,' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N OESCRIPTION DATE DRAM\BY; LC. ' 1e,! Association, Inc. 1 OLG 15-085 17/77/11 DATE: 07/27/17 :. .#k�•• 1 nomP: .:`�.; 43%H.R.36L St.,Ste.364,h`R--..GARDENS.FLOP:DA 3314 'rF.mne (205)871-18:0.Fm:(305 871-1551 4208 Westraads Drive 2 1 ) DRAWING Na C ^•••• \ -,Al:VI West Hest POlrn Beach, FL 33407 3 E8-C8O8978 { 17-107 + _ KALTER A.1ILU7 Jr.P.E. P,E. SEAL/SIGNATURE/DATE FLOR A u�.t 441sT s SHEET OF 20 ,y ,6,. 1 1/21, • K INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES (�l) 2000'. 0 Mn:AS,I.I A-Z503 GRADE 4 J2. VARIES 1;nG-60 GALV�STEEL .,-CARIES T .1 16'Q.C. NTO METAL STUD WALLS -AIENAL STUDS _(�� a 6O.Cr@./--a �47 �Dq 1/4". NOMINAL 38 GENERAL LIMIATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE 6063-T5 ALLOY fI 12 FOR BERTHA(1)HV 13LADE ACCORDION SHUTTER 4 43 !1 COPT. 1 SYSTEM INSTALLATION TO MEIAL STUD WALLS 6, EPARATION TO GLASS SCHEDULE 'K Aii,1 LI S41ECLOTRA"C O.C.C. .—IQUID FASTENED l.'ES'l'.... 75 (psf) ASTM A-65,3 GRADE 40 W-G;60 i S EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, I'NTER2*)PI� EXTERIOR FACE AS WPUCABLE 2. MAX. SHUTTER SPAN: 84" MINIMUM A WIND ZONE ASTM E-1995 SEPARATION 01:� LENGTH + 1*1 MIN�SEPARATION D MOUNIING:(BON THIS SHEET. I EXISTING CLASS 3. ALLOWED TO GLASS —..-(,,To CLASS (�iDR, 1/4"0-20X. E SCHEDULE) V. 3" BOLT 4. ONLY CENTERMATE 21 W/ 204 HV LOCK ARE ALLOWED 1 THRU 3 OYP.) MUST PENETRATE(g I" m WITH ARRANGED(�A SY91METRICAL LAYOUT. V, (2).Q36>(6" LONG. MINIMUM) MUST ALWAYS 13E 4 4- t/1N 0.035"T,RCK Mi.. EXiSTiNG FINISH INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF .373'-, CAV"STEEL MACK 0WINEL, AS APPLICABLE CENTERMATE. ,INTERIOR A-653 IMAGE 10 Min.0-60GALVANIZED FASTENED TO STUDS VI/(2)16.1/2-TEX SCRIEWS an 43e INTERIOR EXTERIOR FACE 1/4"0-20 THREADS I 6. C. BLADE SLACK DETAIL HVF IS ALSO VALID FOR @D. 1/4"0 ELCO CONSTRUCTION to A Lai 1/2" CENTERMATE 201 APPLICATION WITH 8LADE(D PRODUCTS FAB—LOK HD -7. C12) 4.rb �o �G% I/Z':0.035* HICK 6 O.C, COMPONENTS I Mi ASTM A-653 GRADE G Min.G-60 CALIV.STEEL ALL HEADER/SILL INSTALLATION SCALE: 3/8-= I- OC. w METAL Sr.JDS AT 16" % �EXISTING FINISH AS APPLICABLI VA_ (i-fP.TOP& BoTroix) 7 ...... t 1 1�1/4',0,311*THICK 11i", .IT. AL,,STEEL TRACK CHANNEL. -CO B AS,M CRADE 40 1&,0 -I-EXISTING GLASS I j- 6 F 1 GALVANIZED FASTENED TO STUD$ L SEPARATION VARIES 114TERIOR&EXTERIOR FA--E 43o b 43 -1 3 PARA' w CENTERMATES �V 'SEE SCHEDULE) I , : ..,i TO GLASS I� CENTERMATES J, ;-'-EXTERIOR ACCESS SIDE. :jt!T OR ACCESS SIDE ERt SYMMETRYCA i 'Atl(2)#60 iv TEK SCREWS ON MIN.SE ----------- -------- ------ -----------------------------I r---- I I-----------------------------t"------ ----------------- ----I r--- ------------------ Min.) :_ N j (S"Min.) IN -40 ---------- - - ------------------ ------------ ----------------------------- -------------------- --------- - ----------- A ------------------------- ---------- ---------- - ------------------ -------------- ------------- ------- ----------- --- --------- I N, ---------- --------- ---S-1 y , ............ ......... .._._._._._._._.__._._.___:>._.-.-._._._._._._._._._._.._._. ...... ------ ......... --------------------- -------------------- -- -------- -- -- -_--- ---- ' 42 L(2)4 2 -AT�l 2) 21 21 1 2 LL'N LOC ED AT @2 KV H DER/SILL ENDS --------------- ---- ----- --------- ----- �2'4 11 VIEW Y i SIDE CONNECTION TO TRACK Y., (Cont.) 6 1/2"(Typ�)_ L._...__.--------.......-7� 1/2-MAX. SIACK HVA hVB BLADE SLACK DETAIL HVE HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILVECO,INC. 92017 EASTERN MFIAL SUPPLY, INC. 11t . v I�k PL % ....... BERTHA HVT" -TLE C O N A,S,S.A on Shutter Accordi System H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE ef: L.C. American Shutter Systems AYIPA REV.14. DESCRIPTION DATE OR ;TICCIT TESTING & ENGINEERING COMPANY - 07/27/17 LATE- 07/27/17 Association, Inc. I OLD 15-085 a ' STATE C2! 6355 P-369,.. _111 sem, IRA-�� RCRO.33 4268 Westroods Drive 2 Ph— (305)871-1530.Fe.:(305)971-1531 —DRAWING No West Polm Beach, FL 33407 -W 1 17-107 As %7iq 4 INALTEP A'_ILUT Jr.P.C- FLORIDA U..1 5 SHEET P.E. S111 E'DATE 6 20 OF 20 i r SHUTTER COnPORATION 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545.3297 Property Information F Building Information Owner: Mike Henderson Wind Zone: 170 MPH. !Address: 1308 Lancewood Terr Exposure Category: C Palm City,FL 34990 Minimum.Building Dimension: 45 ft. Mean Roof Height: 18 ft. Risk Category: 11 IL ALI 1 Design Pressure Calculations OpeningLocation--] Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) F Elevation(ft) Pressure(psi Pressure(psf) 1 End 154 103 7 33.1 -40.3 2 Int 57 144 7 34.8 -38.2 3 Int 188 100 7 32.7 -36.0 4 Int 145 38 14 35.2 -38.6 5 Int 44 87 7 36.8 -40.1 6 Int 34 79 7 37.7 -41.0 7 Int 71 79 7 35.8 -39.1 8 End 64 102 7 35.4 -44.9 i I I I i I I Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of') �` �,`p.���•'�.�a�"-,.I `�T` � "�a� x i ��'� '�:.a ^��gt�+5���� �a ', k 3 tY Ij �� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff . BCIS Site Map Links i Search b d Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived i Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. �: Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI..„AMERICAN SH,UTTER_SYSTEM_ASSOC„_INC._DRAWING. 17-107CERTIFICATE QF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC._INC. I DRAWING 17_106 CERTIFICATION,OF INDEPENDENCE 1 "PDF FL389, R9,_COI,_AMERICAN SSHUTTER SYSTEMS DRAWING 17- CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 I ASTM E-330 2002 TAS 201, 202, 203 1994 i Equivalence of Product Standards Certified By https:Hfloridabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx5'Mws... 1/3/2018 Florida Building Code Online Page 2 of 3 I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17-. (top and bottom)for storm protection 108 I ' Limits of Use Installation Instructions Approved for use in HVHZ:No FL889 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108_ BERTHA.HV.ACCORDION SHUTTER_SYSTEM_PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17=108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD j pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. I 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER_ Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI.blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC. -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HVSA working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 7Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks O-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC_. DRAWING 17-106 BERTHA_HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC,,. I INC. DRAWING 17-106 PRODUCT EVALUATION ' REPORT.PDF I Created by Independent Third Party: Yes I ..ckNe.t I i Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an WEED employer.Cooyrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 3 of 3 ® "cFkF Credit Card Safe i I i I I I I I I j i I I E I 1 I i I I i https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOTES: 1. BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOC HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE O(-c CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd+0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITKN,ULTIMATE DESIGN*1N0 LOADS DETERMINED PER ASCE 7-110 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1; HV BLADES n & lfAAl BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IS'4.T USED IN THEIR SYSTEM COMPONENTS 1•"20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER All.REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -IN BLADE O #0214.01-03, #0715,01-03, #1094.01-05,#.1214.01-05, #0317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASIA E-1886 AREA 2; HV BLADE(L AND HV WINDOW BLADE LTl AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)& #1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE (9#0505.01-08 AS PER ASIA C-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND# 0729.01-88 AS PER IAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE( AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA H,V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 414%2,75"AND#14%1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD'STRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHXELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WTIH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE Iter MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ORS 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k3X MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY 1V/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 U C SOS 70 BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET IS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE d: 12.13.14.t5 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 0&E?^ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8, THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE (1A1 ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNNOfRAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO ��}} CENTERMATES AND ENGAGE OR LDCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(y/ONLY 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION t709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION S14ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.U..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(£.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity HurriCane Zone' Lt1T l 0. �f'�� ;72017 TILTECO,INC, 0201? EASTERN METAL SUPPLY, INC. .�. g " t' f7i .�,_ BERTHA HVTM -LME O NL. ■ ■,A. Accordion Shutter System H.v. RAM #t w/OR w/o tiv.xtllmaAr etanE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems irV.N. DESCRIPTION DATE DRAWN BY: LC. •:, 13 fii'tJ $ e Association, Inc. I OLD 15-065 7/27/1. DATE: 07/27/17 .s✓ �\ $355 11N.Je!h.St,Ss-_±05,riR mtt d4 cv4S,FLU4C A 3316 PAAae:(3Ds)B7t-153e.Eo•:(a0s 6n-ts31 4268 Westloods Drive 2 ) DRAWING NO A- West Pclm Beach, FL 33407 713 'UILTER A,ILLI Jr.P.E.- .f, ._ 17-107 PSFAL�SiGrfdA1URE/DINE noRIDA U, 44,s7 s SHEET .E. OF 20 t 4.660'_ `4�92. 74 2.29Y.� WE CAST eAKED .745' el—HOUS(N ENSMEL D D eAKED F"WED .9 R S L.32 j L eftaSS CM11MIR CYLINDER XEYS i&�;VE ILATIO) V CE TER A HV LOCK N 0 HV B -fl�)ONLY HV FLOATING CENTERM T HV EGRESS LOCK QUALIFIED W '01 & ATING T ILIF'11�FOR OE W/ Hll QUALIFIED FOR USE '0,'/ HV L 6OV-1 ALL TEMPER CUALI(IED FOR USE W1 HV BLADE(I)&qk'ONLY _-023;— _-J, OU E 1). q��)ONLY. BLADED& 13 0141-Y D 6063-T6 ALLOY AND TEMPER f 131 HV CORNER CENTERMATE Q�USURED FOR USE W/ HV BLADE!