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HomeMy WebLinkAboutSET UP-INSTALLATION1. Mµ U EDLDWG IMPACT PROTECTIVE SYSTEM SHOWN ON TICS PRODCCI EVALLATION DBWYEM (P.ED.) HAS BEEN VFAUIED FOR COMPLIANCE W ACCORDµCE MIRTH TIE M17 (6% EMTON) CA THE FLORIDA BUILDING COOL MS MLOM WPACI PROTECMVE SYSIEY MAY BE WS7AUXD AT HIGH VELOCITY HURRICANE ZONES W12) ND OUR OF METH (NHY12). DESIGN WIND LOADS SHALL BE BEIERUMED µ PER SECTIONS IWO (HvIQ) h 1602 (NMMZ) OF ME µPIE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE MIS PRODUCT TO BE INSTALLED FOR A DNECROIWRY FACTOR K0-0.55, USING ASK 7-10 AND STALL NOT EXCEED THE WIMOM ABA. DESIGN PRESSURE RATING"WOICATED ON SHEET 13, IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DERNG WIND LOADS DETERMINED PER ASK 7-10 SWLL BE MST REDUCED TO ASD. DESIGN WHO LIVES BY MULEIRYWG THEM BY 0.6 W MM TO COMPARE THESE W/ MAX ("D.) DESIGN PAESSUIiE RATINGS INDICATED ON SHIEST 13. IN ORDER TO Y]OLPY TAT W FENFNIS N µCHARS ON MIS PEA.,µ TESTED, MERE NOT OVERSTRESSED, A W 3 INCREASE W ALLOWABLE STNESS FOR WIND LEADS WAS MDT USED W THEIR ANALYSE. A DURATION FACTOR M . 1.60 UAS USED FOR VERIFICATION OF FASTENERS IN W000M, FOLDING IMPACT PACT PROTECTIVE SYSTEMADEQUACY FOR IMPACT AND FATIGUE RES19MU HAS BEEN VFIWRED W M ACCORDANCE IH SECTIONS 1626 h 1609.1.2 OF WE ABOVE MENTONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. (H.ET.Q. HURRICANE TESTING LµORATORY'(HT.L) h AMEWCµ YESIMG LAB OF SQUN FLORIDA µ PER PINY W S Tµ-W , TAS-202 AND W-203. AND AS PER SUBMITTED STRUCMRAL CALCULATIONS, PERFORMED AG PER SECTION 1616 k, 1604 OF ME FLORIDA, 6WLDNG CODE 2 STANIESS STEEL SHEET METAL SCREWS USED AT SUM (D 6 ® SHALL BE If 10 X 3'. 410-NT MNMUM SERIES VA/ 173.6 E YIELD STRENGTH k 157.4 WTEI STRENGTH. SCREWS ID4A�LL M CRATED WIT, X1'1,111 5,W SETUES iWdlOP0.YYER CCATNG µ ANUFACTURED BY WNIIFORD G0, BOX 507. MESA CARES ER PA 19MI. 3 ILL µIN UMOM EXTRUSIONS SHAH BE ALUMINUM ASSOCATCN ALLOY ANDTHD TEMPER AS INDICATED ON SHEET 2. MINIMUM WELD STRENGTH iDR 6063-T6 ALLOY AT SLATS SHELL BE FY 25.9 W. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31B SERIES W/ W WI YIELD STRENGTH AND 90 WI TENSILE STRENGTH OR CORROSEM RE56TANY COATED CARBON STEEL TW/WILOIX I'M SCREWS AND SHALL COMPLY W/ FORAM BUILDING CODE SECTION 2111.1J.4. ALL ALUMINUM POP RIVETS TO BE SOW ALUMINUM ALLOY WRAC AWMNUM UUMM,_ 5. BOLIS TD BE ASHY A-307 GALVANIZED STEEL OR MI 304 OR 316 SERIES STAINLESS STEL WITH SS WI YWMUM YIELD STHENCTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE' - 1/4. 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY. AS MANUFACTURED BY 13:W. BU6DD, M. M MIN. fC-3192 Psi. - 1/4' 0 A 3/4' SOLID SET- AS DLSIRIBURD BY ALL POINT SOLID SET ANCHORS TO YIN. F.-3W0 IL 1/4' 0 G E-FLEX,µ MANUFACTURED BY ELM CONSTRUCTION PRODUCTS TO UK fcaU50 mL NOTEM, &I) MINMUM EMBEDMENT OF 1/4' 0 TAPWNI µCHARS OR 1/4' 0 CREME FI TRIO CONCRETE 6 13/4•. MINIMUM EDGE DRNANCE (E.D.) SHI BE AS PER 6TEET Ia. A2) 3/4' SOLID SCT ANCHORS SHALL. BE ENTIRELY EMBEDDED (7/6-) INTO ME POURED QTNCREE NO EMBEDMENT INTO STUCCO SHLL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO MIST. A]) IN EASE THAT PRECAST STONE PRECAST CONCRETE Pµf1B, OR PAVERS BE Mm ON THE DISIWC ANION EE 91A1L BEµ MOCATEO ON NNOIES AIOUGH O BREMM N.STRIICNRE BEHIND SUCH PANELS. (8) TO EEST C CONCRETE BLOCK WALL: ASM C-SD. - IN 0 TAPCON W/ ADVANCED THRFADFORY TECHNOLOGY. AS MANUFACTURED BY I.T.W. BURDEN(, INC. - 1/4' 0 a 3/4' SCUD SET. AS DISTRIBUTED BY ALL FOINT SOLID SET ANCHORS. - 1/4' 0 CRET-Rf(. AS MANUFACTURED BY ELCO CONSRNCIION PRODUCTS. NOTES: B1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 GRET-F LNIO CONCRETE BLOCK UNIT 6 1 1/4'. 1 MKIMUM EDGE DISTANCE (LLD.) SHALL BE AS PER SHEET 13. Af AA B.z) 3/4' MEND BET ANCHORS MHALL BE ENTIRELY EMBEDDED 0 S.S WM THE USED BLOCK UNIT. N EMBEDMENT INTO STUCCO SHALL BE RETUNED. 1M MALL 5RI H NO S USED ShiUl BE 1 1/2' LONG MINIYUY ENDUED STUCCO DUST µD 1• MINIMUM FOR WALLS WITH NO SNCCO. S.J) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME DISHING WALL, .Q ANCHORS SHALL BE LONG ENOUGH TO REACH ME VAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE �f SOUL BE AS INDCATED ON NOTES B.1 A 8.2 µOVE _ E SCANNED BY Lucie County (C) TO BUSING W000 FRAME BU2DiNG: C-OAS UK 1/4' 0 TAPCON W/ AD✓µCED THRFADFORY TECHNOLOGY. OR 1/4. 0 CRET-FIFDU AS YµUFACIUREO W BW/BUILCEII. WC 3 =0 CONSTRUCTION PRODUCTS, RESPECTIVELY, OR ) 14 NOS WOOD SCRETYB OR 1/4' 0 NOS IAA SLTENS. NOTES., C.1) MNI THREADED PENETRATION OF 1/4. 0 TAPCON OR 1/4. 0 CRZIT FI OR 014 NOS WDOO SCREWS OR l/4' 0 MOB LAC GCRBVB ALTO TINE WDOD FINE UNIT SWL BE 1 1/2' FOR Cl TRIO C4 AND CO THRU C3 CONNECTION TYPE, AND 2' FOR Ca. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU IL 1N MREADED PENETRATION MID WALL FINISH SMALL BE CONSIDERED AS PARE OF THE REQUIRED THREADED PENETRATpH C.2) UMUIM EDGE DISTANCE OF 1/e 0 TAPDON OR 1/4' 0 CREME -FLEX OR /14 NDS WOCO SCRUAS OR I/4'0 NOS TAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 MRU 12. C]) IN CASE THAT PRECAST STORE PRECAST CONCRETE OR BRICH PµELS, VENEER OR PAVERS BE FOUND CN ME MISTING OVUM THREADED PFNANCHORS S� BE LONG ETRAINN SNOUGH To SHALL BE µ IINDCATED ONH THE NNO'TE CA A WYE.WD GTICN PANELS. (D) TO EX6TMG STEEL STRUCTURE MIN 12 WE. FY-M KS (MIN.) MAIEgMAL.. -1/4' 0 M SUILDEX TFX SCREWS, W/ FULL THREAD PQDETRATION. MGM 0.1) MINIMUM EDGE DISTANCE OF IN1'BUILOE TEAL SCREW 1'. 7. ANCHORS SMALL BE WSTULED FOLLOWING ALL OF THE RECONMENDµONS AND SPECIFICATIONS OF THE ANCHOR LLMNUIFACNRER 6. IT SHML BE THIS RESPONSIBILITY OF ME fANIHACTOR TO VERFY ME SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 6 TO BE ATACHED TO INSURE PROPER ANCHORAGE MI5 SHUTTER SMALL ONLY BE ATAGNED M CONCRETE BLOC( OR WOOD FPNIE BUILDINGS. 9. EACH UNIT MUST BEM PERYIFENR VREL W A VISIBLE PACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TWAT, OR OTHERS, MUST PROPERLY CLOSE ALL CONTRPEDfS ACID ENGAGE OR LCCK ALL LOCIS. ID, PRODUCT MANUFACTURERS ASE SHALL BE LOCATED ON A READILY MSIBIE LOCATION AT PRODUCT W ACCORDANCE WTTH SECTION 1709.9.3 OF ME FLORIDA BUILDING CODE ONE fµEL SHALL BE pLMED FOR Eh,, OPENING. LABELING TO COMPLY WTH SECTION 1709.93 OF THE FLORIDA BUILDING CODE 11. FDLONC MPACT PROTECTIVE S STEWS INSTALLATION SHALL COMPLY WRH SPECS MWGCATED N MIS DRAWPIG PINS ANY BUILDING AND ZONING REGUUIIDNi PROVIDED BY ME JURISDICTION WHERE PERMIT 6 APPLIED TO. 12. (A) THIS PRODUCT MV MN DOCUMENT (P.M) PREPARED BY THIS ENQNEER IS GENERIC AND DOES NOT PROVIDE NFORILAWN FOR A SITE SPECIFIC PROJECT, La. WHERE THE SITE CONDITIONS DE ATE FROM TE PAD. (0) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE NID INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES HOT OEYIATE FROM ME WHNTONS MALED ON THIS DOCUMENT. CONSTRUCION SAFETY AT SITE IS THE WNTWTOR5' pE$PoNSIBINY, (C) MIS PRODUCT EVALUATION DOCUMENT WLL BE CCN90ERED LWAUD IF MODOM (D) SITE SPECRC PROJECTS SHALL BE PWARED BY A FLORIDA RZGS7ERM ENGNUM OR FRCg1FDT WiUGH DUEL BECOME ME ENGINEER OF RECORD (TOR) FOR THE PROJECT AND WHO WLLL BE RESPoNSIBLE MR ME PROPER USE OF ME PTA. ENGINEER OF RECORD, ACTNC µ DELEGATED ENGINEER TO ME P.E.D. ENW EER, SHALL SUBMIT TO THIS LATER ME SITE SPECIFIC DRAWINGS FOR RBREM. Oa THIS P.ED. SHA L BEAR ME RATE AND ORIGINAL SEA. AND SQUARE OF ME PRBFE55I0NA1 ENGINEER THAT PREPARED T. 'AA'AAA...'•.. 71115 DRAWING SNAG. ONLY BE USED TO OBTAIN IPA Tl(4j _ PERYRS (H TTE Sore OF FLAWW vCEN$FS':✓9 FlOWDA BUILDING MOE (High O: Non high Val«RV Hw mhc 'E� NIL TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mD�li N: G O INQ. FOLDING SHUM CORP. >mR HDeTRm PAm Wrn�PAM��vTaslo n" :N9WmeHR C., m ve�.�awnl�v�N 17-082 `aLT� ...Jasyw.mn' Hum w MILT I (f L IN i. aEam t/wn DETAIL ON SHftT JJ ® WALL HEADER 606E-75 ALLOT set0' $i ® SLAT WINDOW 606E-T6 ALLOT JO BE USED IONLYGW FOR WGfi AnONS JO FEET OR BOTTOM ABOVE CRAOE SIXMEACOE0 AT TT 20. OF OPENING SIX 00NFgv£N,S 20. 21 R 22 ON SNCEI J.J fi e 2 O u.• Q Q FLAT END uosJ-rS .ucar 6osJ-rs Auor O �"a 606T-76`FLLOY�� ' 4 S f2 0 1'l) +ice ► M,M,� £.2_ I< A NA Y. E ; ; K+IN;Il4Y�LY8fL= 4 R_ 2.ar• 3 � k i, .me n R 3»0• © _EXTERIOR GENTEItPIEGE• 606E-116 A LOY COUPON Nr A a Fl Q 2' 5' MAIL 0.125' 0.125' ® 2' a• MAX. 0.25' 0.25' © 1• 2' MM 0.062' 0.062' ® RAIN HOOD 606J-75 ALLOY PONENTS • - FLONDA BUILDING CODE (High 6 Non High Velocity Hurricane Zoni 02e17 TMU�M' ITITAN It FOLDING IMPACT PROTECTIVE SYSTEM C O 1we, FOLDING SHUiIER CORP. — xo 1-1 Pars ,kmr urra mpa/n wrz 4a FERIA m PAW 17-082 p' a.«n, 2 j ureeF .me'.q.n�m...wo oxAivu xe s.n2 2 or u r p1EY1NG WNCOW - oo DN` AT AN O F. nw Au WslA 'R s ®.SLAT WINDOW ELEVATION UNDER U Juss¢c .M4Y WGZ mFtwbq 6 AS PER INS DERGL TYPICA .. (2) WWWIFS WY DE W ONE 5 T SPACED MW. 21' MART (NAY. E14RY rG SLATS). W O V/ TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) VP FMH.5IDE WWDOW (sow TABSE rJ 2) am, INCK y `y�v�PoLv w (Sur iE NEWINO WINOJW aF£ )IBI£ !J Ml ES - YAC (3) F 24' YAY BE IN WE IN. SPACED AOF OF 3 MART. 01 W. 13' N/N. FROb ANDS ii��jj�� OF SEAT NP N BO�TEFp/. )O ifli�'1FHPIYE" SCES 1 ORU. ' AT W GF PRODUCE. ® SLAT WINDOW DETAIL OEVAnav) 21 Z_CL� ©2 SNAP —IN END C1.7P 44167 TABLE is SOURCES FOR & Onr.G PMYRNll6 51W°I'PO mrun sxTor WYTMIM ROFNOvrF rtWYT / srmcE PEAam YcuEwm°x 3r zexw rm Nmx P 09d svEURD Gxxmm ASM o>v2 O.N. mA.'WN� G.pq mom' MD]MBFN IFIY DBl] yJ. I'LOUI L STA O71A AM FMlW2 SfPGICM pi 1t60 ASIY G780 lasso p,LL WOO p+l. p1EMW1.LL Ym11W5 ASM Npp dp.CW paJ. 5...W NS,MO p+t NOMIU NpttMD Wp ASIN 0250 IS pi-10/in 17 iT-b/in O.M °CNSIM1 ASIY 02043 41.2 • N.S } IWr Mi OF BUIVIUF ASN DGa] C-1 GLISS o-1 CABS SW "MR, ASIY DION I040 •F 930 T Y&AmEBltlp: ASIY GIss WN,X SINFNQN .NFA NGMFNFG OSW Doss 9302 p.0 OMo P.., T NP1E STRESS BEFORE NFAMDIWG ATM D03G N., p.ai, aSSp p.1.L TABLE 2: SOURCES FOR y.T� YAr+u nix rorrMvr awcu PRnPtMr¢ Nf3pIFNGE aTAcr xnaN vA,ei / T6318V8 ]pftlilC GMMY s"COM ASI4 oMR 0.042 SINN°TI ATM OWS 11.]W p.vi. FUOUIU. STR ND%V0.LL SDOULUS AT YIELD kSlU iIEY.VPK YpdM6 NOA11: A$lY D]90 4... xmam Coo wsM o233 0.6 rt-m/m DRBWLIDO NFiiWFM W MEfl141 FKA45UN ATM OGpfi 3.5 10 b/N-'G rvYMawrc uL a v-: Y¢nrw mJNEMMRc ATM osLla ]DD'r FLORIDA BUILDING CODE (Hilt, k Non HiIG VLI.6t, HuM..,I. 2GNG) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM opnx M u FOLDING SHUTTER CORP. IMp NOBiR AKY . M. M.Y]I. R 1a113 %Y ILO-p11 O)1 mRY4p+•x..,w. °17 10.77082 oMYuaJ-OBx. Y¢Bi a v la _�� + o+ o I Fj ® (2) 4 OR USE (2) AT 30• 1 5 O.C. UP FOR TO 99. PANS OR 18 (2 1 t r I' FLIE'll. CONNECTION DEIFIES ON SHEET 9 TTE HBGNT, FOR 1 7 do'. CONCRETE CONCRETE fiLOCN OR O O + W000 INSTALLATIONS. 9 + 10 9 @O O + 0 + 13 O O O 1 1t.IMITFII W111T TYPICAL ELEVATION o s. • NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6.ON SHEET B. SEE SECTIONS 7, 7A h 7B ON SHEET 7. SEE SECTIONS 1W t 2W ON SHEET 10. SEE SECTIONS 4W, 4AW k 7W ON SHEET 11. SEE SECTIONS 7AW, 78W, OW k 14W ON SHEET 12. /-(�)or(3)W/ Q3 ,16 , 17 OR 19 USE (3) G� AT 30. O.C. FOR SP AT W'GVR T14W B9• UP i0 144• ♦ NOTES ON ® & LOCKING TUBES @ ATQRQ. I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99-. USE THREE (3) FOR. LARGER SPANS SPACED AT 30- O.C. AT MIOSPAN. COMPONENT MAY BE INSTA O INTERIOR OR E ERIOR SCREWED TO TAPPED ENTERPIECES ©OR . LOCATION Of SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES SHALJJ..,, ALWAYS BE UBED TOP h BOTTOM AT CENTERPIECE 4 OR&AT ALL INSTALLATIONS. LOCKING NOES PfODUCIS BHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. T SEE LIMITATIONS FOR ®ON SHEET 2 1111''Gp A. TI�" )lLlll�p `JCENSu RORIDA BUILDING CODE (High k Non High Velocity Hurricane Zma) ' NO. 4416] '; - * 1 ®mn mrzm xa 11Y1i rL5TIN0 m LXGIMLLRINO LOYPRNY *,nau1movo L o-m, WKTW A 1W1 44 P£ M1ONG It. 1411a1 TITAN II FOLDING IMPACT- PROTECTIVE SYSTEMT-1- FOLDING SHUf1ER CORP. TCe. Meeenw POCL MED PNN BLNx rt v,v ne,lwve°o-a+:u}0�,]mI mpP/v a< 9. ' O •••l �,r��� 11 - S 6��`r 17-082 aamue Xe F R'Ri I Of IS PC�LTHWfj2HNN[/N]E m2Nr POURED WNGRET I'm OR CONCRETE BLOCK WN1 REONMGG.. ( m IJ) Y! NN.R NW9NC (NN.-,TR001wLW R w CPIglM1 RNX NOW i'"m CONCRM (NF!-$IRIICNPHI REWIRED. IX6DWG NON SDRI RRL Wy 'IN (EEC Uw "FAD) D P.) Q IA00• f IWO- YPI. YIH. i ED. x • T ,,}}y" (_) NYLON y CONNECTION 0 y"� j / / CWIIONLL OBSSY (MJ (M N'QT IA) '9�' R4X M000 (x6x-smuerur+ul I 1 0])J' lO1G NYIAN ]/I6' .LLVLL • W J/IB' A1101. POP RNE($, I 1j GUSMNG W/ A 0.I W' LONG YLMN _CML POP RMIy S R O 1B' O.C. I Wile MAY. ) _ Ell. INO O.R{5' i6. MD AND . MD 0.10J 0.=70' p.OM• a IB• OZ. W r NW GM)D, I O=r TONG MUM MWAB I / TXR6YlFOGPCW WfFWMG! GQ10N 0]=Y 0.0. AVp 0=u• i6. I µ IM!", SURPRNO M ON CONROD SUNG, aR coxc ETE meal YW. SEDIMIMN m GUZZ, tli I/t r F1C0 I V{• r, r ra ((UP.) SNE Ill x (3EE SCHQWE / e! CRISn01CAN PflQU015 I Or wlll REWREO six SXfET 1]) CT1lEM w/ I a/r I scREM at 1/{x-=OS,• J/I6•µW1. YS WITH NUT k ® t N.5.5.G t 91 G uw. EIYIQNFM o B• oa I SM o r o.c ^ +6O.C. or 1 „ PWPFD CONOREIE t " OR WNIGO3Z OOCN Yw. SF➢IAAnN1 bNl NEOOREO. I 1 � Or I 3 roc I or 9 a0i) Q3't U �t �e • F 'p I uix.� sOx GisDCONGRIM OE PILCIt R WNL . S ORE YOPoNIE REWIREDel / I N SNEd U of � W I; (SfEmIELTt� / i3 i 1/�R[1•TFJt �t scREw DR tpr-zD'n' ss. NS WRN NIR • 9 \ 8 I WASXFR e ( O.C. oil I S.S. S.Y.S W/ 1/=Y /xW mIROQ 1' LONG NYLON BJSWNOS 1WLD�UN"1EpW0.0G1' Oro. Bonou7. AND J/s• ai'/{' P Dco Yi (GFB LNEET ui lON4(In. 51 IXQ) AT WALL FACE MOUNTING INSTALLATION calm CIIaI PRWII/4* I ,s Iron➢( XWSwO (M.) CI£2-f1F% W/ 1 J/{• SECTION 2 NN wmnxDx a 6• o<. ( (_'"'' """) WALL FACE MOUNTING INSTALLATION „",;a SECTION 1 V111111114ONO O PWRFO R V(YN. I-= All GOD� WBINO NON NCONCPflE wW11Y (OECORISILL ) yIfJXO AGGERED—ANCHO PACINQ DECORATIVE WALL TRIM TRAPPED DE ,,P,rrrr,,,, MOUNTING INSTALLATION A. INSTALLATIONS & CONCRETE BLOC FLORIDA o'�w�:\ ENS G%✓ `M x A.S.O. DESIGN PRESSURE SECTION �RI +65.0.-90. CODE (Hi&NCR Nigh Velociy „., tune Z6ne) SCALE: N.T.S. �• 4167 i 0901j XTEm m TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° ' BY, Y01 NMF FOR CDYRINAnON OF SECTIONS E.D. - EDGE DISTANCE * 0=/YO/1) 1- MOUNMG SECTIONS CAN BE COMBINED (SEE SPECIMCATRONS ON SNEET IJ) �9Q .• "'TIN" FORDING SHUTTER CORP, un IN ANY WAY TO SUIT ANY INSTAIIATION. -=�[ •. YaYJC/, �([e" iuL1 i[STINO ! LNOR[[RIxO COYRAxT 106= XOGIFSET PL,GE ,. e. ra wmx [.m¢nuIe[ Y*s PAIN BON, 11zwIG 17-002 SONALE \.le ,IAA„_ n.N!N X , Y Y�x 1 SEE UNITAnONS FOR ON SxEEfNWaMeb[am wl ® P.F. P.L XIL/Y/JI.VN6/W.DE wROf11 W, It / NI67 .HURT 4 OF 13 1/4'0 . V4' TENS SCREM OR 1/4- . 3/4' suL W/ Kan k W HM a 0. O.C.I NAIREDE ONCREEOR OGGO' TICK S.S. ROUEN xWANO i 11 I am.CONORCRSEPIPAiXIX YW. SFpAG1gN PA WO 1 aU) xU9KLM.4I --J/16(•S ON SIM 1]) (wNs uz- ON SNEv,13) (SEE SXFE (xI�IN_)6N•TR9U8 W/ 1/R _a T $ T R T e.J� .T .9D1 ]/P LONG XM1ON BULYHGR µiCRNAIE1; .LLEUY. O ]' OL. P NET . POP O 3' 0{. 1 Rama)P)ENCf AT RO R° AT IR.15 AT �'I aA. Ai REIR. 1 xavxo (rm.) I 1 d I /� I 16' N,IY. POP RMC,R I i13 3/I6' NLLL P°P RNTYR ] �iE°N".WCNO O T 0.0. B]TI 910E5 O 10' OA BOIH SLOES % / / J/16' ALUK FOP f0. f0. giIFMId10.4 0 . J- SS SLS. W/ ,a)n' E PMl9 O 19' O.C. IDHG xIIOX 0.1631 W)XWG W/AO.IW' IANC 1pP YCIpN 0.500' am. SFPAMTOX . 0.RT010.0]II YLTXA`A9 NW. 3/.' RYWO]0 p YW. 3/1' RYNMD 1/R' tlX. REMREO TO GUSS 00. µ0 03N' A µ0 ^(SW ��� O.RRJ' (DNE ro1T0Y WEAlxpy SIRIPPWG / O! rJ TA°CONS OR PEOUIgFO g 1 ON SNER 1J SECDON &ND' GO. µD ) fA SIDE GW) ®T �8 µCHOPS 6-OC � 1/6- Mu BOLT W/ 03"3' L6 IM O 10' O.C. (TIP) a/ g [*VNINMH 90E I/.'THIN SOLT W/ WA91ER k HN O 3' O.C. PoURED CONCRETE OR cwO 9LCCx WµL C/RE1EOR -fUX% Cx01S 6- O.C. 1 I a( RECURSO 216- GR ]S)11Po• pOVRED C0.VG2iE OR 315.1/S' 609)-T6 COM. ALIOUNIE J/I6 N.UY. (),T E06J-19 CONT. OLY. Om"a')E B"a" WNL "A µCE OR SFM R x PoP OVEIS T'XME ROTOR. Rj STANDARD COUNTER -TOP MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 a W MA%. A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX. AS.O. DESIGN PRESSURE RATING- +66.0, -66.0 PSF � sj s y B )/1s' AWN. POP RRTs e � uw, swPwmen_ O]10613W1 0J mC, L/yIERwOE LEG OPoEMAIIX! 1//1 . ]/.' T SO W/ P01WE0 CfQICPEiE °R 5/6- WAe2R OR 1/4' a J/1- ICREIE BLOCK Wµl MYS W/ NUTS 6 S/S' WISHER O RLOUxFn .• O.C. BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE' Faa DUBIXAnhu OF cRrnON<; * ED. EDGE DISTANCE 1- MOUNTWG SECDONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. T SEE UMITADOHS FOR ®ON SHEET 2 Mc T Y ') 8 CO. C0. /M. OR 1//' .]/.' SOUS W NUM /ALL k S/S' W0.5NFR O S' O.C. 11j1 ALLATION PL ' 4A (BOTTOM) • V FLORIDA BUILDING CODE (High & NoR Hign YPlociry Numic6ne Zone) * ? NO. 44167 j OROIT wEco W .. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM H^ �yL 1 II`A FOLDING SHUTTER CORP. nTE TO•;(� V TWl )ESRN° 6 [NOIN[[WNO COWYIY fil my YX Aq••Y. M4 WNu al[OS RSIIw �.TP.-gym. Imbr.-�u1 TO® NEIOIT[fT WLE WSEP„YOGGI AMI) 1W0-6.�V)1 TJ-OBZ �• 1: •-- /ONdI EN6\ 111 ' 1 LWWcaavtl.wm ER-mo°nR fIG1UGL U[ I Nlfi] M ,WFgWWeuvn 6R.VXC N. elMl O OT 1] p.f.'YIy/OLN.((UIiE/WR MAL PONFED I (2) NYLON I /1Oo] A5 S42 W/ 1/9"a NCILERS am-. (RP.) ' IOxO MIOx BUSIWGS J (Typ. TCp) µ0 1' LONG (Try. I g BOROY), IX4E91 Ai PWFR I HOUSWC (M.) /10 . ]' SS iYS. W/ O.SJS• LONG H1LON S/Ifi' NLN. BUSHMO Y/ A OZ : PoP PMl3. _ LONG TOP 9iC11°N O,SM O Na. OG. 0.0. AN 0310' LE. NO [OM. 0.133}0.1J0}g.WO COW. 3'4.27 0.22]• LOx0 BOROu B SFC00N o.M_a' OD. NN SIxiPPlx6 Fw 30E O.IU' iA. I I Of DTP.) I P � I t „ wN gS I Ge,To ® t Y11'-(SDOx E lex. yA' w ON SMEET 13) isOil"l" I (uE YMEDIAF I I ar ON SNFE! IS) /] T V' I MIN. SEPARATION I TDC P . P DN to b (0 1/ SS Me R t/s.-2011• R us Wlm MUT k WA6NEP O l' 0.4 No SCxED13) ON SNEET 1]) 1 �(0EE �t LLTERNACI S/10' NUM. I V PY,N, O S' O.C. OP00WL R/IN GIMD AT RFA4. Max-smuLruRN) ^ r� 9 t�GFERNATI. S� x3 Nm.TE PON yl y 3/I6' NUY. a 3" O.c. Z (^to - V n ]n6• NUY. POP P%E19 'WON ry� the AT RFK n ^ 9 BOM 60E9 \` (SEE MEET 13) - F 3/16' NUM. Me PMIS 0. 10'O.C. am ym Po. EDGE OE SAIDIE PoIAED M411VHE EDGE Of MAIII IF =-- N@IIPEO (6(E +MEET ti) nic E0. COXGEIE P.REO CNFRflE / RWRFD E0VMF0 • MIN, E0. PE°UWE) LG NEM Cal YW. EA. MIN. ED. (SEE "YET 13) MN. ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B SCAI£: N.Ls. L1LLI1,A4 E'•.0 .. ,'•G NOTE FOq MMB NATION OE 70Ne. E.D. -EDGE DISTPNCE N0, 44187 1- MOUNTING SECTIONS GAN BE COMBINED (SEE SPECIFlCAROHS ON SHEET 13) [ `k IN PNY WAY TO SUR PNY INSTPiL1TIDN. .Q •tsurc�`PF!--: T SEE LIMITATIONS FOR ® ON SHEET 2 •, •�'(' ..fl�• •....••_.l V PY�N����,F�C FLORIDA BUILDING CODE (High t Non High Velocity Hurricane 20ne) 0.1J +6rzm ix . TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM • an LL L w EC�INe. FOLDING SHUTTER CORP. NOR P InAm F. a lcoo-w .,, lW6yqutlYLapn wrz INO 6 FNOINEEXINO CO9PANJ "WYiw :°17':rrl ol: WbcO..(`m 'tl 17-082 on. N• .0 .� sxaT l a n I F. 41G Wi L. P.E. 1 wwn � 1 u+eJ mxm ,/.• . o/.' m ban x• oc :vm:o4mi. i-m woep1i eO�tx is someA u: Tm eoc. emmwn. TYPICAL ELNATION /MBE AT BOTTOM � erAr WeC �M� 9'r .Hamm au>-n � eoNVYa Z TYPICAL ELEVATION �2 "E AT MIDHEIONTI T SLE uMIM S FOR @ ON 51FET 11 TABLE 1: MAX. SPAN MBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * MBE SIZE WIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'0 ANGLE LENCIN EA. END NUMBER OF ANCHORS PER END OF MBE TOP OR BOTTOM TUBE TOP OR BOTTOM MBE TOP OR BOTTOM MBE 60' 106.0" 13 8 2'x4"e1/B' 96" 85.0" 17 10 144' 69.0" 13 8 80" 117.0" 17 10 2-94"el/4" 96" 110.0" 21 12 144' 91.0" 21 12 BO" 109.0' 17 10 2"a5".1 8" 96 100.0" 21 12 144" 81.0' 17 10 W. 124.0' 21 12 2"Y611/8" 96' 114.0" 21 12 144' 93.0' 21 1 12 xl[ vAUD AL50 SOB MIDHODHT TUBE INST/dUTON ONLY WHEN TIME SUMIRON OF THE SITYITEAS HOOHT ABOVE A BMW DOES NOT EXCEEO THE WX. PRODUCT SPIN BHOWN ON TARS 1. TABLE 2: MAX. SPAN MBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) MBE SIZE MAMMUM PRODUCT ALLOWABLE MEE SPAN REO'D ANGLE LENGTH EA, END NUMBER OF ANCHORS PER ENO OF TUBE 60" 76.0" 13 12 2"x411/8" 96' 60.0" ❑ 15 144' 48.0' 13 12 80" 87.0' 21 18 214'0/4' 96' 79.0' 21 18 144' 65.0" 21 18 80" 77.0' 17 15 2-x50/8' 96" 70.0' 21 IB 144' 57.0" tT 15 80' 88.0, 21 18 2%6%1/8' 96" 81.0" 21. 18 144' 66.0' 21 18 ei �e xe e\ Ei e �:1%•� FLORIOA BVIUMNO CODE (1Dgh h Nan High Velocity Hurticone Zone) L N0. 44167 `: 0IaD ""`° m` IL E C O Ipl:. TITAN 11 TOWING IMPACT PROTECTIVE SYSTEM aY^ b Yl ,i ;_'�,•'••. OAI P: `'u 11,-:�.W�." ^T, FOLDING $HUIIER CORP. vMM evoL nauu PR leoo-..,-d]I ..�.NIPnp.eeuwn a] rzl] nw TEsnHa s wcum4ruxb couPANT �]nN -emu: u4«oo.H.00, YL41[e A IWR 8. PL fitlOM Me. F Nlb] 17-0e2 mAwe x. m plf[] I K 13 _ - PE.$-... n01E/YMl( I 1GL Y ,B PC \� / r I Ir my n rtrs W I/x'WY I $US O IC' OG i \3 END BUILD -OUT CONDITION ------------------- ------------------ -------------- ---------------- xne- EXFERIOR °•'� 0Iv1'F.3, Yro HORIZONTAL SECTION 20 O.LI YIBA «•T�. MVRBMK SEc1YN 901Pe Y1r eC ma°x * WY iAAiY AT UST SLAT AT TRAPPED R6TWJ MM 1 sEE UUITA1 FOR ®aR SMEEf z , fins,wa s,lucruxc NOTE 1 ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE ®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE (aA SOLID THERMOPLASTIC TIP MU BE. INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' o.A. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER. WHH A 0.200' LONG BEVEL TOWARD THE ENO AND A FIAT TIP. BETWEEN THE SQUARE. TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'x0.475'A0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE RB7 (1)PIECE, 1.375' LONG, WI A 0.366'K0.366'n0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @ . THE TOP OF THE PIECE MUST INCLUDE A 0.684' DEEP BY O.IBB' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOUD THERMOPLASTIC TIP INSTALLED AT X.Y SHALL BE ENGAGED INTO 3/B'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE) Ex m '1V!]B illlFlipP OR EYlwaf GRnxB 55NI1LNfE f i. 4llL mfiYle Yl6I YIPC J/le• i M£le F0. EP M Ile ..]/.' IIXS M LYSI4VB 5 .ifYCIVPC� ENO LOCK ANGLE ./5 IV oc's ➢/ ND LOCK ANGIL 1100. ZPY,K $ECnBX MN6dx4 YCMY awl. uuxww eExr u✓.Is� �..{EYXm m aE ,,, wz,..,, ,,... 1.4a �roawvvre a 5• o.e. uVlw jn m '1C XGICMl4 SCC1101 /Ty FLORIDA BUILDING CODE (Nigh h Non High V.1.6ty Hurricane Zane) '• ' 0nn nn[m xa. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �►—+ IL ECO].�. rout rzsnxa s Exoullxa c°xvulr Yu X�Yn 5 w Yneul. x YiY y$ _, ., PX.p„_IYI ®mo°sJ°IoI•""" W.LL1FAAlWRY.P.4 fl°eiW lic. E NIaJ FOLDING SHUTTER CARP. rms xnslxEv Iva Xm vJBY slut n ]]fiu vw InBa-.a-mJl °'n/" E rt` � { �',.^ RIDP+'• rl' Is {'q�u l�palE I7-0e2 SxFEr ➢Y I] On END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS BLOCK & WOOD (AS APPLICABLE) :Pblq�. I1o. 44 ) L N a� SINIUR AT "FAD AND SILL ANO BOM SIDES OF PROOUCt OPTIONALSOPT/R*~QLEDE QLEQLE (rLn smca a„ sIm e1 ... �• PIEQ] WT .. PY L Od] Ile x ]/n• o3/ m.]Ts w /�/I a Ir..c. V]• nx RIEf6 Wf In, MT xTlflO del�7il��ale)-y pro• Pxac —exo-art YOWr aen arnw a. sNm e 2W 1 ]/a• iMmv]/tmE-il➢t Ngltl6 O le' OC. RCRIDA BUILDING CODE (High h Non Nigh Velocity Hurrlcone Zone) mmU n. AK. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Nwax en FOLDING SHUTTER CORP. 'I4.Y IIpISIRFT PVCF Lry=f PAW fL ]MI] m 1 6111 lotWq.Imttm.,Lvn a,< IL EC0,.e. ilIMO 6 FNOIN�RIHe cCYPAMT �. u' wmLL 0. Yin ImY, ice'. pvpn-�a� -meu ai..e`aam..� W-aocena t 7—G8•1 osAnvg x. M W/.TIWTPF. gpxla uc I ulm WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD , ............ T SEE LIMITATIONS FOR ®Ory SMEEf 2 mA1T m�[w NOTES. ;' No.44167 > NfITF MR COMOMPON OF 5 MNS: t- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO IL E C O INe. BE HAVE A MIN. SPECIFIC DENSIT• OF OA6 OR EQUAL 1— MOUNDNG BECTOrvS CAN BE COMBINED T ' IN ANY WAY TO SUIT MO' INSTALLATON. 9 Q " IIWT TESNnR a [x°W[fAnvO ggN . on.'•.. n..� I A!4 . Ione V. - B [. m..ww,_r .n FLORIDA BUILDING CODE (High k Non High Velocity Hu, icon° Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM I — on Y1 FOLDING SHUTTER CORP. H17-.V08 MM[T .o e, Is • DOL15 W/ NVIS 4 WAWFIi O 6. O.C. \x I / WAE MI. DOW TwCN Ss. t SEE LIMITATIONS FOR ® ON ENEU R ROOFA HOIIyYO 214 , COW. CONNECTIONq WWO NFMER �('y OPTION-. RAN XWO NOTE FOR COMBINATION OF SF(JI0N�: REDO. E0. CO. / V(N0.4-BTM&M / LOWG S.S..5. S.MS W/ i/2•ey/1• I- MOUNTING SECTIONS CAN BE COMBINED 1. rLOMO xLON Btry, Sc CYYO, TOP) IN ANY WAY TO SUIT ANY INSTPIIADON. Alm I' ERNO =N BOW.) IXCEPT AT ROAMER ROUSING (ITPJ :;w � DDIES - — (PLIF�RB BE HAVE A MIN. 5 SPECIFIC DENSITY OF 0.46 OREEOVAL TO OI FOR WOOD FRAME CONSTRI)CTON: WOOD -_-___- I�TAav GYP.) r,'pl I� _- J/16•Kum � 3J 1 L��Sir__ W .K15. /IC x s SS. s l W/ 0.313 Loxe HYILN KTFAINTE IFO O W 0.C. B090N6 W/ A O.1•A' LA16 TN SECTION 104tWi CORT. 0.5W' D.C. AND 0245' i.& AND 0.223• LONO (SFE NOTE •) 0.18J'WA)0•W.WD' BOTTOM SECTION 0.320- 0.0. MD 0.245- W. zrwPPEA. smE I or {AT (OSxENC BsXF2ATUTIIJO) } T. O to Q,wu (SEE ox S F4➢VAETSU.I1 Y3Y) &TERNA 3/I6' F—YWSXTEWLL1 IE IEti POP Rn'ET5 II I O S' 0.C. KTCA_I_�m AL L=nII RFAN. �R �O • RNENIS y3 �LLT1I 1F�IJ------ (SEE: NOTE:2WCOn`# J1 NT ,67 KuPOP 1OG9TN O.C. r r(SFLEOGNI0I2CX •) DES ,S \ E0. M. y 11 I 1 1/r.. J/r 1FK5 sCRLw W�REPY /. IV 1 1 I' OR 1/1/4 V , J/r SALTS W/-nfiS I 1 W/DA. oashm OR ,11 !` I I k 5/6• tMSnER O fi O.C. 1/4 . J/Y BOLT$ W/ NIAS N 1 1 iI III 1 e/e• WASXER O f O.C. CONNECTOR C4 1'I'1 i w2OOCI1oN o a Ih i I w.w. Twml ' �. I WAL mMSN BUILD —OUT FADE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4W SECTION 4AWSIA(W TGM) P, ✓ NOTE ALTERNATE LEG LOCADON AND ANCHORAGE TO WALL SHOWN DOTTED o. 441U7 INSTALLATIONS DETAILS INTO WOOD 2 SCALE : N.T.S. • '�. t_ T 3Qf. f2 4W (Mn) COSDWI tOOD BGY NEW=. FRIcnu L A➢SQ K OF COSNG WOOD RE" TO BE CERTIRED BY REc62RED EWNEER OR.i CT PRIOR To mQW, wsru .. CONNECTION a NOL slo.h x I To Less (SEE SCNEWIE ON ENEFT 13) or a T _r 3 OP110lNL PNIC (NON-st3um. KRAImx 3/16. O1VR POP RNETS v O O.C. T Ai RMB. 7 Fr % rPTw 4 "I 0 (xOx-snoo muCluxNJ 1 ]/Ie• Kuu. OP -VETS, i • Ie• D.c. I of Gt a or Q71 t `-2- Mw. M-2- M.. E.O� TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (Nigh h Non High Velocity Hunicone Zone) TITAN It FOLDING IMPACT PROTECTIVE SYSTEM o FOLDING SHUTTER CORP. nAOM '• 1We HmISMRI RK MWAXy 17-082 ..aam,yewm,L.3W,,, oumxo x> mm�• Oh. 11 of 1J . I ' I YW. SF➢YLMWn TOOM i) MIN. $EPNU.MIN Of ®T °y (0 $CMCO13) ro G.655 ON SHFET Ili) ox sxEET lal 1 I Or LPiWWL RUx cuaaD loan-9TVUCNRAU R� 1/�• Y a I• ra IITEANOIE a/le•_ (LULL 9CAfW °R 1/..-RO'tl• POP (WETS SS. Y$ ..0 4 xT REAM, g ,OMENO .' O.C. I n 3/I6' µUM. POP RASH; O 10' 0.G 90M mom EDGE 0 _ — EWi 0! 5 K1flWaiE ND Y (SEE xmE •) Y.6• ... Wa°° NO. CM.Rm (NO FINSH ,PLOWED) ONE GP MAD F I--Y WN. EP. MPUCQlf — SLID If i- WN. E.O. MP ® ALT 1 SEE UMRATIONS FOR ON SHEET 2 TRACK ADAPTER MOUNTING INSTALLATION I 0 _ 1 WN. E0. I" WX. E.D. NOT FOR OMBINITION OF DTaN=: SECTION 7BW (BOTTOM) R'a6- MIN.WO,m CEGN REOPWED 1- MOUNDING SECTIONSCAN BE COMBINED :NO RNWNI ALLOWED) IN ANY WAY TO SUIT MY INMALIATICN. um. SFPNTATION FLOOR MOUNTING INSTALLATION x"a.• cam. WDOD ro cuss PIAtE PEON°. ISFE 501[WlE SECTION 7AW (BOTTOM) NOTES: 1- FOR WOOD CCNSTRUCROO MEMBERS TO MO .FRAMESPEC 0.46 BE HAVE A NW- SPECIFIC DENsItt OF 0.96 OR EQUAL (a) 6 LAD W/ S 1/S' uw, EO 0 r 2- SEE SECTIONS HW h 14W FOR MAX, A.S.D. DESIGNsaLLWS ulx. E0.� PRESSURE RATING k SPANS WMA MM6X C Ff11ETRATXIN Ai 4@NOM (z") OF RYTFA/IpU55E5 I' . n 1/e' UNIC'6 C011f. �\ NUNIINU 1UBE I I/4 'M' (600]-TS) MT EVSIWG Sx WOOD PIAm W/ X. al' 1EX ,RYSSE$ Gp Wi1ER 2..' NO. WJ°D g SCPCAS 0 6. O.C. m M 24• C.C. W. SUDS O IS- O.C. 'p tlIn CMWEM !MISSES �1 4 ' SCREMS C f O.C. W )EIWDZI IRYSSE9 (2) 1/4". U➢Cgi OR t 41 CNflE-i1FX INCNMS p III. TIP YgpG B IF OPPIIG&E) HK LM SC°EXS AT NID'MDTH OF FA STUD W/ R 1/2' WR MREIPED PENETWT0.Y.1 WOOD (2� I/." WS. RYWOOO E%ISIWC SOFFR VUD SONM Ss. S.M.S. N/ J/P LONa ' 1 S's.. O.D59'. DTV) NM1OX BUSXIXCS (iW. NP) ANG 1' LGND lryp. ROl10M), ExCEW H ImLW NOu51H6 t•• 1 .' P a a/4' 11 / /IO a a' S.S. 5.1L5. W/ I 9 i lip,) R. G1n'LGM. Nnax MOUNT TO WOOD STUDS MOUNTING INSTAL �sN.GOPSEMND° Lae Na W/ O.s°G• °m INSTALLATIONS DEb Ctl '-•: SECTION 14W (BOTTOM) CUD. AND 03.9" W. um o x]Y Lab OW. A I Nw. SFPIW.Igx D.16a•a°zro• ,0�• PLTR.Fm (� INTO W00 �� T FEW A.S.D. DESIGN PRESSURE RATING- +60.0• -60.0 PST O.D. .WD TO GI/9 MANNER I 1... (ME scK.ME SIRPPINC V, Or 4& SCALE N.T.S. 1 ON Omni 3) vOE PING I T - HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W TOP) 0.S.D. DESIGN PRESSURE RATING +60.0• -60.0 PSF ✓ Q'; • •PENS •'•. FLORIDA BUILDING CODE (High h Non High V t No. 44167 's Oc'•. 0 Ps `PE/mrz m:Gla ,e]Em we NIN IL E C O LMO. lE5iW0 6 FN[RING C°YPAXYNOMa'�Y-]M,x4 VMnRnvn. mp,,-,.W..-•w, I' .pLOMW" I 0-000,67 u'lei' TITAN II FOLDING IMPACT PROTECTIVE FOLDING SHUTTER CORP. .t3iPNYDWH.P.W13 �:16 6MAX. or 14t MAXIMUM WIND PRESSURE (D.8.1.) AND CORRESPONDING MAXIMUM. SLATS SPANS SCHEDULE" M.ww x].n nM0 a wY. !owls! L./-I IusvAu PeLsra a mnw 35 pef 40 psf 46 psf 50 pef 55 Pel 60 Pef 65 f 70 pef 75 psf L1: W IMUM p WFBLE PRODUCT $PAN FOR A MAN POVi ASD DESIGN PRESURE WNG. L-: WY. ILLOW.1fiLE PRODUCT SPAN FOR A CARON NEGTY£ ASA. DESIGN PRESSURE RATN(L nNAL MNRMUM KIAWABLE PRODUCT SPAN IS EQUAL TO THE WIRMYM DMRMNM PROgIa SPAN BETWEEN %+ AND Y-'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL TYPE WOOD ANCHOR TYPE A B C A C E A C F 9 425 LB/Fr - 388 LB/F 157 LB/FT 134 LB/F 256 LB/Fr 397 LB/FT C7 6 473 LB/F 418 LB FT 236 LB/F 202 LB/FT 383 LB FT 432 LB/F 12 387 LB FT - 334 LB FT 166 LB F F 142 LB 271 LB F 347 LB C2 9 456 LB FT - 362 LB FF 250 LB F 190 LB FT 318 LB FT 380 LB F 6 525 LB/F 419 LB/F 312 LB F 285 LB/FT 353 LB/Fr443 LB/F 9 390 -B/Fr309 LB/Fr157 LB/Fr134 LB/F 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/F 1236 LB/FT 202 LB/FT 298 LB/Fr 405 LB/FT 3 813 LB/FT 572 LB/Fr 325 LB/ET 304 LB/FT 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/F 157 LB/Fr 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/F 448 LB/Fr 236 LB/FT 202 LB/FT 357 LB/ F 483 LB/F 1 1972 LB/Fr 682 LB/Fr 389 LB FT 364 LB/FT 500 LB/F 753 LB/F 9 281 LB/F 224 LB/Fr 81 LB/F 83 LB/Fr 143 LB/FT 103 LB/FT C5 6 421 LB/F 334 LB/F 122 LB/F 125 LS/F 214 LB/FT 155 LB/FT 3 B43 LB/F - 670 LB/FT 243 LB/F 250 LB/F 432 LB/F 311 LB/FT 9 273 LB/F 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT C6 6 410 LEI/FT 487 LB/Fr 323 LB/FT 207 LB/FT 153 LB/F 3 822 LB/Fr 975 LB/FT 648 LB/F 414 WET 307 LB F 4 269 LB/F 301 LB/Fr 153 LB/F 114 LB/FT 153 LB/F C7 3 358 LB/FT 402 LB/F 244 LB/F 152 LB/FT 204 LB/Fr 2 305 LB F 12 491 LB/F 596 LB/Fr 409 LB/F 265 LB/FT 168 LB/F CB 8 736 LB/F 894 LB/FT 614 LB/F 397 LB/FT 252 LB/F 5 982 LB/FT 1194 LB/Fr 819 LB/FT 1 530 LB/F 336 LB/F SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 123 ZONE 4 5 -10' 2 1/2" 1' 2 5/8' AS LESS >5'-10" 2 5/8" } 1" 2 3/4"} TO 81-3' >8'-3' 3 1/2' 1 3 5/8' TO 12'-0' A AS DEFINED BY ASTM E-1996 STANDARD. } EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.O. (2- FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) nIAN NIN GR CHl1WN ON ENfHOR C[HFINIIG CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A C C1 9 417 LB FT - 388 LB PT - 134 LB FT 6 461 WET 418 LB FT - 202 LB/Fr 12 375 LB/FT 334 LB/F - 142 LB/F C2 9 417 LB/F 362 LB/Fr - 190 LB/F 6 502 LB/Fr 419 LB/FT - 285 LB/F 9 372 LB/FT 309 LB/FT - 134 LB/FF C3 6 469 LB/F 375 LB/FT - 202 LB/F 3 760 LB/FT 572 LB/FT - 304 LB F 9 445 LB/FT 370 LB/F 134 LB/FT C4 6 561 LB/FT 448 LB/Fr 202 LB/Fr 3 912 LB F 682 LB/Fr 364 LB/FT 9 226 LB/F - 224 LB - 83 LB/Fr�C$A F69 339 LB/Fr- -. LB'.+: - 125 LB/F 3 681 -B/FT - 670 LB/FT - 250 LB/Fr 9 221 LB/F 251 LB/Fr 215 LB F - O [fi3 332 LB/F 378 LB/F - - 3 663 LB/FT 756 LS/F 646 LB/FT 4 232 LB/FT 236 LB/F 183 LB/F - - C7 3 310 LB/F 315 LB/F 244 LB/F - - 12 388 LB/Fr 460 LB/FT 409 LB/F - - C8 8 582 LB/F 1691 LB/Fr 614 LB/F - - 6 1 777 LB/Fr 1921 LB/FT I ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. CBLOCK WOOD STEEL CONC. C.BLOCK WOOD I STEEL A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 9 N/A 4.00' 4.00" N/A N/A THREADFORM TECHNOLOGY B 1/4" 0 R 3/4' SOLID SF 3.50' 3,50" N/A N/A 3.00' 3.00- N/A N/A C 1/4' 0 CRETE-FLEX 3.00"- 3.00" R N/A 3.00" 3.00" N/A N/A E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00- TEK SCREWS F #14 NOS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00- 'N/A 1/4- NOS LAG SCREWS FLORIDA BUILDING CODE (Hgh & Non High Velocity Hunicano Zone) m 2017'ONCO M. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM pMen w' vx L E C O Lxc. 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