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HomeMy WebLinkAboutProduct Approval (2) FILE Copy rz s ygyEj F ` }f;+ ^, m ECIS F ome L"E€t U-ser Reg sttatic'n Hot7�pics breis Surcharge 5tats a Facts ' PUNICations FE4'stair SC15 Site Map Lin seam d��� cru Busines � E� - 9" Product Approval Profess ` nal l -7 USER, Pubs[usmat Re [ tio i s. 17i,<<gtsl4iif Prc4fuct,W.rhs",al Mend>P(COUctprApalicarion Seerch>AppiiFalion LisL search criteria r �, Code.Version 1010 FLr 12-46 jApplication 7vpe A11 Product Manufacturer �.LL I w Category ALL Subcategory ALL jApplication, Status ALL Compliance Method ALL !Quality Assurance EnEty ALL Quality Assurance Entity Contract Expired ALL Product Model, Plumber-or PlameALL Product Description ALL Approved for use in 1•iVHZ ALI- Approved for use outside HVHZ ALL 1Inipact Resistant ALL Design Pressure ALL tither- ALL Search Results -Applications Validated__ iFL12245-R1 Revision Expert Shutter Ser-vii es, Inc. John Henry, 1(amprnann Jr. Approved' i t Category; Shutters (941) 932-3334 Subcategory Rall-up ffApprnved t•y Db:-,R.)Ipgfw..ais try,D15FIt shall be re- revved and ratiE`ie!try the PCC arajcr the Carunzs"ss on If necessary, 3d NO GNWJ'29 Slll�vd UO,t,1M%13A'S13NVa )IDIES UO W�QNO�ISV3314z4 '3NOIS iS.`:*)Jd 1VH1 3S.YO NP(E'D W WA QSWGG 3LniDAuIS NlYn 3H-- H:)v3v Ou 149MQ ZVI M Twks u0i'low 1HO011:1 W"MA r,,uvx3 3HI .-mo-m W.- . 807-4 IVIP . -lu AW WS 9:91 'ivi �� 1=1-4-4 OROA39 SI SONVISM 3-^1:3'.Z U TWS QM'IN CUM'S�iot4D?w Nouct.-0('0v 3 rInAtNin MO '3NI S331AI13S MUMS MJX3 03WIloa8 3I41'10 16-d v o:uMSN="as 1w,-S-vitiuvw DIV. 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END CA'-' stirs y SLATS SLATS St.A55 SLATS i cuts SLSs 1 SLATS (f5 cyN SLATS- F - 'In �r - A �5 Ola SLATS 0>'a z C)!a S:ATS D/s 0/8 pp W/s 0/8 0/8 SUT3 5S3.AT5' B D I (Typ. c'a: END) (Typ. Ee- END) 9 -SLATS �V .,SI�AiS SLATS I I -SLATS 9 t /J/s:fl�l/l/�1l 'fi71 lr�G/{✓Jflfl fPL!//fYIJ 1 1� sta?a RAPCB Cee.sH 22) bta..SUFSPAN —�'"""""'—(SEE SCHE4�,JLES ON SMERS 15: 16 d 3G) ' Mev,SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W!0 STORM BARSsDHECUum C.4 sJ,TEr'Js&16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, � TYPICAL SINGLE UNIT ELEMaIgN Mfl $10-RM BARS � N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, x.Ts, * CASE 1; SNtFTTER trfEl'Jhf;EQLAL OR LESS THAN :1'-tl'FPPGCA4E tD INSTALLATIONS W/0 STORM BARS,W/STb.^1t1 PERS OR W(STORM BARS&>JUUJDNS W/HEIGHTS UP (a)CU(iiACd SHALL START tt/L91 SlAT5 AT TCP.FOLLOWED€9Y$2,#3« TTmEREAr"Tflt.AU- THE WAY DOWDY.EACH SLAT If Sufi,'.CONSIST OF MIN,FNNt(5)"SLATS CF r;HAT SLAT NU1S3,R, PRCO€7Ra FOR 7$3DIh`d SWTS DffFNJ'A4'v'tD 6�S.O:! 7 SWT SHA3 BE COR'iNUED UNTIL SO'tea SHiTTT;:R HEIGHT''.S ODM,�"i.ETr:O,Ct".i«;nTY OF FTF:AL S NUUBER fMSTALLEO'EIVzORE E'O:JECM SL4Tr6 Er1Y MARY WITH SSHUTTmR HE!G«HT. (5} SWT'. M'JST 8E AA.4WAY5 fNS+'ALLED. 1/111����A"j' �lN, RCRiDA BUiLAiNG CODE itien Eifrh Vclxiry Hurrttcre Zor<e) *t SSE 2:SHUTTER HEIGHT LARG J'SrALtAEIONS W/C STORM BARS AND W/OR W/O MULLIONS W/HDOInS URGER THAN 11'-O NC. Nautilus•lus CSAnN 9:': �� ��,` OIDi1 TETECA _ �9 (o)CCURTAINCURTAIN artALL SL ACS W/�f SiS AT.TCP OlLDt4ED 8`r 12«# ?ftER'�,9TEF,ALL � � Nauti� THE WAY DOWN EACH SWT# SHALL CONSIST OF Miff FNE(5)SATS OF THAT SLAP �J ..:.°1fltl�ShRtlCdSpslBm J1lf.JJJ NLMeDl PR EDURE FOR AMNG SLATS DOWNWARD BELOW ai SLAT SHALL BE 1L ECO. G, aaTF Car NUP_,LIN?L. C SWT r.iNSTAUEO Awa,10 SLAT S NS'Af....ED.AD-4-MC"A.gi0 n, .,_/ ' Wril1 Tull k ENaJHLERka�MPANY EXPERT SHUTTER SERVICES INC. SIAT5 MUST Sc USED 1C COMPLETE.THE TO, SHUT-01,H'nVt :.',¢�I'S}YR�JTE'DF ��- `wj i,�-A: �}xi.w-W n ula 182E S.W et."L'ORE S'«Ecr^aaa�JEh ,. 4,. t PORI ST LU^' P 34904 (D)BOTTOM SLATOE WST BE ALWAYS INS?ALS7. L) t4�CORID �� � a. E�J amt sf lw ee�E fAk it f sn a3aa en,x1 c Nm Ah SE2 A,tu..ST dr.P.E, MR a+x Y. P.E,r� n7i U 'll° RC't�C.M1:Jr•.[".P «una«« ; 9t[CZ of 2E F'OtkREO r---5/16-O TAPCONS XL-tT/2 1/4"Nln., i'xi'xl/9'(1R 1' 1/0* S/16'P TA_ONS XL 15/ 7J.UMRJUM TUBE 1/410.3/4'OW 6ULm TEK SCR-.ws 2'1/4" at.EAIBEOFIc'NT CONCRETE Ek6EAMENi k 1`0:0.10,060'CALV,. W/1"0:0.x0.060'MVANIZED STE0. REO'D. t/ ST,EE/LfYjdA5H�E/Af®24'o.c.. ,5/16'0 TAPCONS%t.,W WASHER 0,2A'P.o. STEL 1ASNER--O 24'0 ox. j �,�//,r *'/�t 2 1/4"kdn.EM4DNENT C) C 24''0.e.. e OR ROUT U FI n Ts % C<2UC�Ji�fltl➢€ OR GROUT FlLCK CONCRETE BLOCK CONC?E EBLOCK—�"�., f WAC_REQUIRED, C EDGE 0 (Y:EDGE f - f / EXI"SiKC ` rt OPEN m LZ EXISM.e I EXISTING I GLASS-w^ ` i {itA:isJ: GLASS-�"N j (BEYOND) / (SEYQK'O) (6EYOND) j xE ww v SEE ANCK'OR RYWOSC4MULES QN SC4MLt ES OF S§r_iS r7.'xNS6 SHEETS'17 T16 r& w � � w z SCHEDULES ON SHEETS 17 E 16 Min. SEPARATION "I j f.Dq— sd Min. SEPARATION A g Yin. SEPARATION 3 S TO CUSS j a.w TO GLASS TO GLASS j i ! 9. (.SEE SCaKEW EE / � EXIF�i1QR �3 (SFr SCI�:'Nq E5. ;�� � � ��{ (EST SCHEDULES t R ?S CaW LETS 15&10) G, z� ON SFf_m 15.&16) f ,.. O.Y SHEETS t5 k 10 3 0/8 em 0/8 C/8 / � 0/g a/a i1 o/s POLP.EJ ' 4 J AFG�E OR GROUT n w POURED GROUT IL - 0^CS"E SSR P.4RM CONCRETE ✓f` ". vtit:.RECU 1 0 OR GROUT. i:.LEO--' ` l r CONCRETE BLC'ta( '`/ SLD t( 11811.RE.C}L'E,aSs. REOUIRE0. EDGE OPIr".IN N f j 0P?EkYiClIt t d I{ Tol j LY a _ c ...... I- _�.. Mth E.D M.N.ED .�...,_._. .:.. l 1/2'xl i 2'xG.062'x^CNT W. / ''� /f / y1b ANGLE W/5/16.0 TAPCOk XL y}/ ..,/ T ALUxA.ANGLE 5/t °n TAPCONS kL iY/ PQUgz a CGNC.Rm S/16"e TAPCONS xL w/-� / T ,fd . 2.r/G"Mia.ES6,BE0MENf 24"c.a 2.'/'Vt'.EVSEBsa-�rz f (t„ 3 ka.tdn.)REC'a. 2 1/4"t>3'n 'NO' 3E f �'2i• C. Q 24'O.S. WALL MOUNTING FLOORIGEILiNG J TRAPPED MOUN R0 BUILD-OUT MOUNTING SECTIONSoo ,•,•,,', 1 'TICC/I,-,- � FLORIDA BUILDING CODE(Non High Velccity Hurrtcanc Zana) INSTALLATION DETAILS ON EXISTING POURED `� '' =_. 1Kw Nautilus cv./u./ALO... c No-g ; t2eeth4gsatmersgelFset a,=:rt CONCRETE OR GROUT FILLED CELL CONCRETE L ECo�K� \ V. EXPERT SHUTTER SERVICES INC. ATL LOCK BUILDINGS f T& 6F iiL1 T i4kG A EVCikEEq[K CO#RrNY ♦ dva:.ux..m.sn s,. wcwa 4,, N vaw . ♦ -hma (txkxx (YM41Y�tE1f a FORT ST Lots`£.FL 3VI a msify YFl?AaeCC�.cem dA;tN7N?ka SALE; 3/76• � 1" _O/(` �•FCOR10, ���''a` Ed-0xd7ta �=•a^.ct ,raw nm as=-aax �/�x 1 WAITER A.1767 41 P,{,. em_A+n�w utt xx urnsra [P1� RULDA L:t.a(Ht87 u.:ne . MOLT 8 p'20 V7Y (t 1 POURED CO.,,, rM. OR ORWI Alm F, OR POLMO, (D (D (,P� PM.ED HCnErt BLOCK SCHEDULES ON (SEE SCHEDULES ON CMR.M 0 (SEE "S'IC, OR 17&I[S) DROVE ru SXE- PUED MIUT F[UM—\' MUS 17&15) s4—mTs COWRETE BLOOK N POURCI) c:Rs �N Is", N NX , s's SLOL-9 c 2— N \� I — -F H * !;3 0 4- 3.48i* X � I I 0A @01 E A L D 1/21.1/4* CH Ile SUP e a.c. D 0 4*o.c. — I FLUSH MOUNT (WA 0 ata"sup 1/4- nT) SECTION R—P (PLAN) SECTIONS 0-0 (PLAN) PUILM—OUT MOUNT INSTALLATION DETAILS INTO EXISTINGPOURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G OR f QA� oc a.4.ox" 6 4' D 0 vjSECTION 0'-0' (PLAN) Di 1J9' , �50ENTATION #-I fol SECTION 0-0 (PLAN) D R 1/8-suP PLANI 0 WALL MOUNT END MULLION SECTILDN —" SECTION R—R t SECTION, R'—R' (PLWI ORIENTATION 1,1 ORIENTATION -2 -- —at, ULLION M% ORIENTATIONS #1 ORIENTATION #2, C 4-at. -0 WALL MOUNT END WALL MOUNT END MULLION WALL MOUNT INTEMOR M&LION Ti INTERIOR MULLION A INSTALLATION DETAILS INTO MULLIONS G,G1.G2 cti 1 (2) 2-W OR (segs 20) (SEE SCHMPS ALTERNATIVCLY 106, A 2**6"STUDS— ,N SHEET 21) (SEE SCHE1,11LE 1/4'O-20x3/4" S.& M.S. (SEE SHEET 20) ON sHZEr 21) PLYWOO; W/ NUT MAY BE USED SECTION Q'—Q'-(PLAN) mm. 1/2 14 FOR THIS CONNECTION ORIENTATION12 WALL MOUNT END INTE IOR MULLION 2'a'R 1' 0 4'Ot. OD FLORICh CULDING CODE(VcA High Veloc-j A 'IcA High W cjy im'c--ne Urt) 0 20t I IMO Nr- lj6*SUP, FLU0 MMINT %Nautuus SECTIObIS 03-0' (PLAN) EXPERT SHUTTER SERVICES IRC-. VAT' STATE OF 1626 SWI aLlUmit sTr=1 13-2,+2 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS �RIQp PCIT ST,WQF FL 14SBaNs»1tid He - 1�1 A 7114,Xt r-,1170 vt-ono or 2f MAX.ANCHO ' E VU FOR A GIVEN SHUTTER MOUNTING TYEF.W15116"O TAPCON XLANCHORS 0 POURED CONCRETE WALL OR GROUT FILLED CELL CONCRETE + OAD&SLAT SPAN RANGE WALL MOUNT A SLA GE bcm lads t >4'-5't >5'-6•t > 6'-7'i >9'-12'1 > 12'-16'i > 16'-20'1 RANO {uvcE(Prt 10.0 g• 6• 6. 5., 6.. C 7 1/2' 5 1/2" >31-40 g` 6" 8" B" 6" 8' _ 6" 4• >4t-60 .6' B" 8' _ _ 8. - 8„ ---'6,T--- 4"_ 3 3/4" t am > - 8" 8" 6' E• 4 tj2' 3 3/4" - SLAT SLAT FOR A >81-;05 .6' 6" 8 6 1/2" 5" 3 3/4- 3 3/4" _ rSLAT GLEN A.S.O. DESIGN LOAD SHA_t_)3MlXCEED MAX. yt05-t20 8" e' 8' S 1/2' _--4 'I 2' 3 3/4" SLAT SPAN INDICATED ON >121-140 5` 7 1/2-1 1/2,4 1/2' 4' 3 3j4" - - SLAT PERFORMANCE CHART y:41-160 B" 6" 5" a" 4" - - - ON SHEETS 15 & 16. JSLAT SPAN DEFINITION TRAPPED MOUNT /a0 SLAT SPAN RANGE cem Ra 0'-4't > 4'-s'i >5'-6't > 6'-7't > T-s'f >8'-12 t > 12'-16't > 16'-20't ;tevaL(Fat) _ 6' 6' E' 6" 5 I/2" >31-40 6" 6' 6" E" 5 1/2' 4 1/2" ..--_._._._............. - :>41-s0 6" 5' 6' S' 6" 5 1/2' 4" 4' >at 6" 4 3l4" _.-'3-3j4„---ELL >t06-120 6” 6' 6" 5' 3 3"14>12t-140 6" 6' S 3/4" 4' 3 3/4" 3 3/4>t41-tEo6" 6' -- 9' 3 3/4" 3 J/a" BUILD-OUT MOUNT uavuf,fr SLAT SPAN RANGE ABA. PSE 0'-4't > 4'-5'1 >5'-6't r > 6'-7'T > 7•-0't > a'-12'T > 12'-16't > 18'-20 t Px':�Ece�n 10.0 6' 6' 6" 6" 6" 6" 6' 6" 6" E" 6" 6" 61' 6" 6" 6' G. 164 1/2" 5 1/2` 4 1/2" 4`6" 6" 66" 6" 66" 6" 4' c' 3 3/4" 3 3/4' 3 3j4' 3>41-e0 6' 6" 6' 6" 6" 6' " " 6. 6. 6. 6" 6" 6" 6' 4' 4. 3/4" 3 3/4" 3 3/4"-606" 6' 6" 6" 6" b55' 5' 4" 3 3/4" 3 3/4" 3/4' 3 3J<>2i-t�5 fi' E" b" 6" 6" G" 6' 6— 5 3/4 4 1/2" 4 t/2" 3 3f4"3 3/4` 3 3/4' 3 3/4" 3 3/4" 3 3/4'>106-120 g' 6^ 6` '� " 5 ij2 5 3/4" 5 3/4" 4 1/2 4 1/2" 4 1/2' 3 3/4' 3 3/+" 3 314- 3 3./4'" 6' ' S" 5A" 4 3j4">;4t-160 66S4 il2")4 1/2' 3 3/4' 4" 4. 4" 4" - 3 3/43 3/4" - - - - - - jlldNpgi�iii�� FLORIDA DUtLDt`:D CGDE(Non 1Lfgh Velouty Hu Yicc-e 2cne) ............ e, . c 2011 ta;E<o,N1 Nautilus D. RoII(ag3uHorSyatem tx�DA12TE �¢$ME ® .�a EXPERT SHUTTER SERVICES INC. :ildt YE5Tfhe&E4UINEEpINd COMPANY ns..t..c u.. .. 1676 S.'W.217MORE STREU j 1-242 y' ' nw,6-_Xt.- x.Tae,f:sS.e.:i._,�1 FOF7 5'.LUG'.E.2 34594 SjAIE DT e4 ? ^-.",t 01—CW-1 a a c tnc 1 ns scse.:a:C n1 s!1 oa;o c.avnv7"• EE-E�6I14 A'ALZ7I.l TWT .P.E. += RC2G Elc :r✓! 1.167 h In • .4+EES ID 01.5 + SCHEDULE VC: Vx FORCES(LbIFT) &)/y FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE,SLAT SPAN RANGE FOR_ POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE KS.D. LOAD) MMINIUM A.S,D. SLAT SPAN RAN9E— DESIGN PRESSUFFE 0'-41 > 4'-5' > 5'-6' > 6'-7' > 7'-9' RATING > 9'-12' > 12'-16' > 16'-20' (pst) Vx Vy Vx Vy Vx Vy Vx Vy V;--—vy Vx Vy Vx Vy Vx VY < 30,0 10 60 i0 75 165 90 238 105 421 135 594 1180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120, 290 150 794 180 509 212 70L 270 1266 360 1952 480 2553 582 J"->n - c 10 160 61$ 200 767 240 796 280 1 ifj 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - 106-120 313 240 728 300 881 360 1345 420 1587 540 21112 640 - - - - >121-1.40 >121-140 552 280 960 350 1003 420 1612 490 1869 630 2!039 33 6 0- 1 - >141-160[ 781 320. 186 400 .322 LL 480 IS _73 560 174-C 640 --SLAT E-2 *NOTE: LAT-SEAS, DEFINITION ITS 'D K TME nspoNsivury OF THE CONTRAGTORCR PEWT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TOSUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OFSHILITTER HEIGHT AT BOTH"in SEE THIS SHEET FOR Vx&Vy%,ALUES, Yly SICE RAIL-_J-"l Vy FLORIDA CODE(Nan High Volocit -a';canc zonc). III P ........... J 020;1%lew INC. a Nautilus ZM L E�co EXPERT SHUTTER SERVICES INC. TILWUT It"Sn 0&ENGtNl;CMP4C COmPANY 1626 SA lgml-, I 1-242 PORT ST,LU�CTEWO'FT.54a84 (M 'S.10:TITO 571-Mc M-C&D ULTER k LW "E' 441V 41