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HomeMy WebLinkAboutENGINEERINGFERAL NOTES: 1. TITAN It FOLDING IMPACT PROTEt SSIE COMPLIANCE IN ACCORDANCE WITH WE 201 AWY BE INSTALLED. AT HIGH VELOCRY HURR DESIGN WIND LDADS SHALL BE DETERMINED FOR A BASIC WIND SPEED AS REQUIRED BY Kd-0.85. USING ASCE 7-10 AND SHAI NC VERIFIED FOR PROTECMWE SYSTEM SECTIONS 1620 (HVHZI A 1609 (NHVHD OF WE DETERMINED PER ASCE 7-10 SHALL BE FIRST ORDER TO COMPARE THESE W/ MAX. (AS.D.) :HORS ON THIS P.E.D:. AS TESTED. WERE NOT OVERSTRESSED, A 33 X INCREASE IN USED IN THEIR ANALYSIS. A CURATOR FACTOR CO a 1.60 WAS USED FOR VERIFICATION I FOLDING IMPACT PROTECIII SYSTEM ADEOUI SECTIONS 1626 A 1609.11 OF THE ABOVE HER, (H.E..71), HURRICANE IFSTNG LABORATORY (H.T.I TAS-202 AND TM-203, AND AS PER SUBMRIEI FLORIDA BUILDING CODE. 2 STAINLESS STEEL SHEET METAL SCREWS USED A STROM A 187.4 RM TENSILE STRENGW. SCRI MANUFACTURED BY WHNFDRD Co. BON 507. WEE 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM FOR 6063—T6 ALLOY AT SLITS SHALL BE F7-25 ,L ALL SCREWS TO BE BTANLESS STEEL 3D4 OR 3 CORROSION RESISTANT COATED CARBON STEEL R 2411.3.3.4. ALL ALUMINUM POP RNEIS TO BE 5 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL ( S. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNL (A) TO EXI91NC POURED CONCRETE: — 1/4' 0 TAPCON W/ MAANCED THRFAE — 1/4' 0 x 3/4' SOW BET, AS DISTNIE — 1/4' 0 CREME —FLOC, AS MANUFACTURE NOTES' XI) MINIMUM EMBEDMENT OF 1/4' 0 TAI MINIMUM EDGE DISTANCE (ED.) SHAM A2) 3/4' SOLID SET ANCHORS SHALL BE A3) INCASE THAT PRECAST STONE PRIDE WALL FLOOR, ANCHORS SHALL BE LO ANCHORAGE SMALL BE AS INDICATED' (0) TO EXISTING CONCRETE BLOCK WALL: ASIM — 1/4' 0 TAPCON W/ ADVANCED THRFADI — 1/4' 0 x yP SOLD SE, AS DISTMBI — 1/4' 0 CRETE—FLEX, AS MANUFACIUREI N=1 I 9.1) MINIMUM EMBEDMENT OF 1/4'0 TAPC MINIMUM CODE DISTANCE LED.) SHM21 B.2) 3/4' SOLID SET ANCHORS SHALL BE EMBEDMENT TWO STUCCO SHALL BE MINIMUM SHOULD STUCCO EXIST AND. 8.3) IN CASE THAT PRECAST STONE OR PF ANCHORS SHALL Be LONG ENOUGH TI SHALL BE AS INDICATED ON NOTES B WITH TING. INC. A ® SHALL BE 1/ 10 x 3'. 410—HT MINIMUM SERIES W/ 173.6 RII YIETD BE COATED WITH XYLAN 6DOO SERIES FLUOROMLYMER COATW, AS PA 19381. IN ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Rai MINIMUM YIELD STRENGTH. S OTHERAISE NOTED) RM TEMNOLOGY, AS MANUFACTURED BY I.T.W. BUIIDEX, INC. TO MIN. Vc-3182 psi. ED BY ALL POINT SOUD SET ANCHORS TO MIN.. ('c-3000 pei. BY ELCO CONSTRUCTION PRODUCTS TO MIN. Yc-3350 PA. IN ANCHORS OR 1/4' 0 CREME —FLEX INTO CONCRETE IS 1 3/4'. BE AS PER SHEEF 13. NIIRELY EMBEDDED (7/8') INTO WE POURED CONCRETE. E PERMRIED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' ERM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX. INC. ED BY ALL POINT SOUD SET ANCHORS. BY ELCO CONSTRI PRODUCTS. _ V ANCHORS OR 1/e 0 CREME —FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. BE AS PER SHEET I& BLOCK UNIT. NO EC T 1/2' LONG EXISNNG WALL, PANELS. ANCHORAGE CC) TO EMWING WOOD FRAME BUILDING: C-0.46 MIN. — 1/4' 0 TAMON W/ ADVANCED THREMPORM TECHNOLOGY, OR 1/4' 0 CREME —FLEX, AS MANUFACTURED BY RW/SUILOEX, INC A ELCO CONSTRUCTION PRODUCTS, RESPECITVELY, OR / 14 NOS WOOD SCREWS OR 1/4* 0 NOS LAC SCREWS, N=S: CA) MINIMUM THREADED PENETRATION OF 1/4' 0 TAMON OR 1/e 0 CRME—FLEX OR µ14 NOS WOOD SCREWS OR 1/4' 0 NOS IAG SCREWS IWO THE WOOD FRAME UNIT SMALL BE 1 1/2' TOR Cl THRU C4 AND C6 THRU GB CONNECTION TYPE AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 1D THRU 12., NO THREADED PENETRATION INTO WALL MGM SHELL BE CONSIDERED AS PART OF WE REQUIRED THREADED PENEMXTON. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' 0 CREME—ELEX OR 014 NOS WOOD SCREWS OR 1/4-0 NOS LAG SCREWS INTO MOD WALL BE AS SHOWN ON SHEETS 10 THRU 12. C.3) IN CASE TUT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH WE MAN SUBSTRATE EWING SUCH PANELS. MINIMUM WREPOED PENERUTIDN SHALL BE AS INDICATED ON NOTE C.1 ABOVE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, N-33 NCI (MIN.) MATERIAL. —1/P 0 DIV SUILDEX TEK SCREWS. W/ FULL THREAD PENETRATION. NOTES 0.1) MINIMUM EDGE DISTANCE OF NW BUILDEX TO SCREW P. 7. ANCHOR$ SHAD. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF WE ANCHOR MANUFACTURER. 8. R SHALL BE THE RESPONSIBILNY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. EACH UNITMUSTBEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY WSIBLE LOCATION AT PRODUCT IN ACCORDANCE WIN SECTION 1709.9J OF WE FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED MR EVERY OPENING. UBEILNC TO COMPLY W11H SECTION 1709.9.2 OF THE FLORIDA, SULDING CODE. 11. FOLDING IMPACT PRDIECINE' SYSTEM'S INSTAUMON SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLIES ANY BUILDING AND ZONING REGULATIONS PRONGED BY WE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION raft A BILE SPECIFIC PROJECT: I.e. WHERE THE SITE CONDITIONS DEBATE MOM THE P.ED. (B) CONRUCfOR TO BE RESPONSIBLE FOR THE SEIEMON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEipAX FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE R THE CONTIUCIOR'S RESPONSOUTY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WALK) IF MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REBSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME WE ENGINEER OF RECORD (E.O.R.) FOR WE PROJECT AND WHO WILL BE RMIN NSIBLE FOR THE PROPER USE OF WE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.U. ENGINEER, SHALL SUBMIT TO THIS MATTER THE SITE SPECIFIC DRAWINGS DR RMM. (E) INS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEA. AND SIGNATURE OF WE PROFESSIONAL ENGINEER VAT PREPARED B. THIS DRAVANG SHALL ONLY BE USED TO OBTAIN �-� PERMIT 5 IN THE STAT['OF BE ✓� ! _ FLORIDA BUILDING CANE (High A Non MgM1 \ TITAN II FOLDING IMPACT PROTECTIVE MI Ixc. O INC. \I FOLDING SHUTTER CORP. HYmcaOe Zone) M .ITT v.L YI/30/Il nW 17-082 Moss xe J .. I or I] ® WALL HEADER 6063-15 ALLOY ® SLAT WI T 6LISSO ALLOY (10 BE U6£0 ONLY FINS JO FER OR SO]70 AO ABO'rE MEASURED AT BTTTOM OF T S£E 00MPONENT6 20, 21 @ 6HER J:) I it i V}' e' iu>• °er• im zm' LCE77ING HEAIJER ® 0 D :ILL RAC j 6 OY-- f2 0 0 .BOTTOM RAIN GUARD" @@J ALUMINUM ANGLES J=T6 ALLOY— 600-T6 ALLOY R COMPONENT ° C ti tz o.tzs ..125' D.ZS' C.O6P 0.062' 8� ® RAIN HOOD 6063-75 ALLOY O.DMPONEN T,S ��II p d'r'�ZE•,,,, A•,••$_ - 1 ^ FLORIDA BUILDING CODE (High A Nan High Velocity Hurricane Zone) .Oaz• 8 'ry :' •• . @ ®CCI) nL=o INC. o0.YN SY. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Y1 7KING POUIIL FOLDING SHUTTER CORP.m e mxLxlxa17-OB2 lor: ug.=8 , 2" L^ wurtn A nun i.. PC B 11GPID4 Lk ff161 R 2 O la MAX. NEHINB RANCOR, VOW -- AD E usm As AN OPnwv FaR ALL wsTAtunoxs SLAT PlI1VDOW ELEVATION UNDER URGE MASS/LE MAY 1NLTUOE PENTONATa" AS PER MAS OEta2 %P'�" - MAX, (2) NNDOWS MAY BE AN ONE SLAT SPRO(O "��A � Mw. 21•APARr (MAY. VAYTY to SIAI lu / /H/S\ 11E TABLE 1: SOURCES FOR (2Jd & hi SP MIVl PRJPIANLS (WORMS BWFPMAINN51N1 RfEROATE Non, CR LLCNN%tl/LLW IVIXL4f N ,� 6Cppgryry [MFpR] OOU A/In p.O+J IbAn' ISNSILE FIELD SiPEHAT1 ASM DI AT YI[I➢ A. D)1, 2I.CDDToo III p...L 3AW 1.11, 1J.A. IIEYDi4L "ODULL,SoRE.Th PIE%URLL MODULUS A. 0)90 ..... JLp,pM p,,.l. II J<S.pW psA JNAP-IN ENO INpAQ; ®Of =OTIM' MOrCxi0 1. ISm D858 IB F Ip/Yi 11 R-I!/in (SEE TABLE 2) ^�,O,o � 51hm DENSRL AEM 021 {).A X 615 % ARA MIE Of BURNING ASIY DBL5 -1 G455 C-1 GASS SELF IGNITION pSM .1.1. 1010 •p Hho-, 0.W' TRACK YveMMIN ASIM G1. y "fE�i POL)GRBaNAiE WEIANB MCREE 8)PEN6M MnR NFgmEFIxG I 05J8 OM2 p.SL AND F-I. x1N00W (SEE TABLE 1) YERCRE STRESS ..BE WFATRERIon PSrIE D558 G181 p..... BB80 p.+.l. NOWX. NHY. (?) MBDONS M.1Y HT IN ONE SG) SPACED A .0121. AR). N1m 13' MIN AFol Own, Or sLAT )OP 4 mmu.. -R) iYMERPlEY6 P ORs C MRAAT MRNERCB mr OF P.Po000T. ® ,SLAT MD01Y DETAIL (ELEvanON) ® b 9 � b 21 —CLIP 22 SNAP —IN END CLIP TABLE 2: SOURCES FOR SMVMPO M<S)ER RK2 OORAFFIY TP/NL PRGPIXIIES RERRdGE IRAII . / Ago' /B PMSICV: SPECIFIC 6MMY AS", D)0S 0.04E M/T' MAIL]NNM; 1EHSILE 11E10 $GMff ASm I". Pa i )IE%uRN sIMLNcm Ar HELD D7J0 A51M p., 1. pIEIlUR41 uODULus Ono Am ono 50.wo 4s000G p..I. "WITHxorcxE I O Goo PROF Asm GxSe o.e n-M/u coo"To FR caEmclOM or 1xeRMu EADARVON aslu oeae s.s . Io M/irF FL.MMA91Vry UL P4 V-$ MELTNo 1[MPER1NflE aSVA W41e Soo r "'10A1• '•.•T FLORIDA BUILDING CODE (HIgh k Non High VRIodly Hurricane Z.Fn) 44167n Ron" TLYI1.DR. MAN II FOLDING IMPACT PROTECTIVE SYSTEM D. OF, FILL FOLDING SHWER CORP. °'AI iFBF IL EC O Ixp. �',,11, ...... �`1FL AI , '' V6KKAIVRF/pP2 III.T lUlho NA OBIRFIERMO C ft ra.:;(m,�:m.m"ma, L`n>mp°4r'-,u1ar:. u:AR—INor.<om 8-ATTETO "RIM Vc. / -, )D86 NEMTPO•. I ..v". awuO,n 4n .rmamprn:m.:..cem 17-082 DVWxS R. 6M[[1 J OF IJ Oa Iv "" N� I I 4oR5 USE (2) 1 AS O.C. PAN UP 9 TO B' I I 1. 1R r , (2), ®,®+ 13 or 3OW/O3 ,i6 ,©BR 19 or♦ NOTES ON FS k LOCKING NOES ® AT©k S&1. TWO (2) @5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED E (3) 1(W AT 30' O.C. AT SO' O.C. FOR SPANS UP TO 99', USE THFEE (3) FOR LARGER R SPAN URGER SPANS SPACED AT 30' O.C. AT MIpSPAN. COMPONENT MAY BE 99' UP TO 144' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES ©OR TV. LOCAOON OF © SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES f SHAL ALWAYS BE USED TOP It BOTTOM AT PROD Ci6 CETERPES- 4 OR �u AT ALL INSTALLATIONS. LOCKING TUBES Q$ SHALL BE SECURCD W LEYERSAS SHOWN ON SHEET 9. >, c, o+ 13 , Q)+ 90+ 10 90+00+ SEE SECTIONS 1 TIIRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7. 7A § 78 ON SHEET 7. SEE SECTIONS 9W k 2WON SHEET 10. SEE SECTIONS 4W. AAW @ 7W ON SHEET 11. SEE SECTIONS 7AW, 713W, eW 4 14W ON SHEET 12. 0) 13` , 9O+ 11 T SEE LIMITATIONS FOR ® ON SHEET 2 'Efts •'•, M4-X"c FLORIDA BUILDING CODE (NgH k Non High Velocity Hurricane Zone) 44167 ?, 0.17 ITTECO wc. �L TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °q O K1 FOLDING SHUiIER CORP. ° oone '. , • ��all RAP C/egE TILUT TC9TINa G CNOINCCPIxe COMPANY , ".w. uasMNo Con vler �wu..•-I,m.n•�Ib,Yrl_1M1 I: Reft"AIRV ool.00m WNTFA A TIN Jr. P.E ROPIW LI<./ eLl6) )W9 N01S1RR P42 N6T P.VY aF/Cx.R JJIIJ .I e00-e0-u111 .fggnO,xuX,re.m 17-082 aMMXe N0 UNRT . % IJ zY R �/•P.,IN NIlON .. ••P 0.055.0 G1V.) 1 1 /Io I 0.], ONGSNRWN 1 BUSHING W/ A 0.150- 1 LONG TOP ACTION 0300 O.D. AND 02.s• [A. AND 1 02a ONG BDITOY 1 SECTOR D.J=D- Go. An. 1 02.J• u O`P) ' V 1 1 Mm. S➢ARAIIGN o cuss (SEE ON SHEET HEEL 13) IJ) PGUNEO CONCRETE OR CONCRETEETE BU%It WLLl 0.EWIPEG. •4 S i n 19 n . POP PNflS. 1 1/A- 0 IM' UMUCCI ram. W/ MJAN®1 RI%6pN rzae.aGDT i m-,u: u±AmemN�`is 1 C+Ei[u w/ TARELID:r a e• oc I I U...• YAR.) 1/S/4'0 I EYeimG NON STRUCNMI "Yx .IN (DEPoMTRE..) pq ''//��• mnc(rTx LOP), IxaPr AT ""RMOa WALL FACE MOUNTING INSTALLATION OR T•_ cnamLClml 1/4' P EUM momROs ( IS i) SECTION 2RN"0s CO. FACE MOUNTING INSTALLATION „ON SECTION 1 94 AG GPWIEO BOOK REOWNEDL000'j. =Aro NW. (NIN. 1'N. P Lsi GROM'DR I"N, E0� CODING NOR S POURED CONChETE OR ECISIINCNIOL U. .1. (DEDORAM !ILL) O I.P0.R 9pOXG STAGGERED ANCHOR SP C NG DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION „............ ISTALLATIONS DETAILS INTO CONCRETE ` D ASD. DEEIGN PRESSURE RATWG - H65.0' -BD.D PSF & CONCIRETE BLOCK VP��� CENTk&A,% .`` ' �� s� •9 = ROWDA RUMING CODE (High @ Non High Velocity Hurricane Zone) SCALE: NSS. axon nUEG. me DERAN ;' 0• 4167 , t TITAN II FOLDING IMPACT PROTECTIVE SYSTEM t1TF FOR roMR NATION OF SECTION[_: I 11.' E.D. a EDGE DISTANCE : 9 • ��. EC O Ix<. FOLDING SHUTTER CORP. wrz = 0 - MOUNTING SECTIONS CAN BE COMBINED PN'! WAY TO SUR PNY INSTALLATION: (SEE SPECIFICATIONS ON SHEET IJ) y qy /C' iIWT TLNC.. q ENGINIX. NG COMPANY >De9 MOISIREL( RAR (SI'•. ,• . %r4 OD xpT"PAUM DLv.TI, rt »ru 17-052 n�iai oinmafY%�wm»:m .oeM-EIJ-U] \{-1 . D• i n: Iin.ePouel.[Pm m.r lmnea:::N.:veom GJAW xa RAL E 1 SEE LLMRATIONS FOR ®ON SHEET 2 - - EeA. -DooµaNnR - P,C EFAL/SICWNNE/OLR µRMte141E]f I/a s , ]H' iLl A .C. OR Ip• M ]/a' SOUS W/ N= &-WASHER 0 B' 0.C. GOES' THICK S.S. I MUPFD CONCRETE OR Al HOUSING I NIH. EEPARAGON MINi05 a TON LASS CONCRETE BLOCK WALL PEOUIRED OPRONOL P.VN HOOD TOOV55 I—(,m sG.mu 6(-EE Sc IJ) 'I OI CONNECTIONG EQ.//////���j'''jj'''���(NON-SIRUCTUM) ON SHEET IJ) Or � EI T �a (SET SHORT 13) / AIONJ' S.S. SY3. W/ I/2'P /I} T $ Np1E 3/16' ALUM, 'l'Y iy,ERI A,EPNALE Jc, ALUM. em "NO MYUIN BUSHINGS POD. 0 5' O.c. POP W, O ]• O.C. AT PFM. DYP� .1) A40 I' LONG (TYP. Typ 'SOFTEN). Cac- AT PONFR / 'SOFTEN). D>P.) I I _ (2) NTLONROILENS L •3 W / O.B55YQ1PJ I n� n '9. I "9 EO.EO 9 S `]/16 AWM. POP RNE,S • / J/I6• AIUM. POP al D I n O 10' O.G. BOTH BNEE 5 i �iEANATE O 0' O.C. BOIX s104 �� J/IB•AWM. POP1 LFG & ANCIIo E6 EO. Ml OR MATO H as O 10' O.G YlO t D. 0SHJN LONG NILON ONT. O.IW4 BUSHING W/ A 'D.50 I O.TRAFAB DO uIN. PLM000 ' MM. ]/.' PLWNGO �$ MIH. SEPAGTON TOP SECT'.. TO GV55 U ATNER q lam a xE0uaE0 / • REOUI0.E9 I ] All 0.0- AND o.O. sx0 L.N.+I.a.. STRIP, N Fj' O,TT]' LOG 90ETou (SEE scxEDu1L STRIP, pA, I or ox sNEEf iJ) Va' P T/JCOxs OR BOu w/ s� sEtnox BSTD' D.D. Ax] I smE DNR.) �, 1 g DON AXGHoxs a' om R. W DO wuxER s xur o ID� D.c. Dsas' La. 5 DmJ N'^ EG IDE. uLH soE. a 3 I/A'LMaU BOLL W/ �1 A P -PEONS OR / fWA WASHER & NIR O ]' O.G CREIE'lal ANCHORS 6' GO. I Or CONCRER: BLCIY, W41 PEOUIRET 2W OR $15'af/6" POYPET CONCRET: OR_/ S'W11/6' 606]-iL GONG. IL, 6G: J/16 µCWT6 EOM. FLYM. COXC0.EfE BLOCIAREO >LYM, pYC1E OR OEM PUif. ..°'RDA D J D.G. STANDARD COUNTER -TOP MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING SECTION 8 INSTALLATION SECTION 6 A.B.O. DESIGN PRESSURE RATING- .66.0. -66.0 PSF MAX. A.S.D. DESIGN PRESSURE RATING= +fi6.0, -6B.0 PBF W� ^n4 21,E •IO 9 I_MIN. IE?, W n J/16' IWY. POP RNEs O B@AWTON_ _ R'I 10' GO, BOM Sib" (SEE SCHEDULE ON Eal IJ) pp I YR i Of 1$YJ 'TI I I NG: LEG & AHO ®T Ey. EO. ALTERTE LED O OREMATON (SEE SHEET & ANCHOR ORIENTATION L 1/4'0JJJ L 3/4' THE SCREW W/_ • 'J POURFp CONCRETE OR 6/0',WASXON OR 1/1' N ]/4 a g CONCRETE 6LOCK WA11 Boas W/ NUR k 5/6' WASam GOPEOUMED, .0, BUILD -OUT FACE MOUNTING. INSTALLATION SECTION 4 (SEE SHEET U) ED. EQ. 7KS DORM irvUREONOwOR a6O RMs sIwSHN�/ N� OD INSTALLATIONS DETAILS INTO CONCRETE REWRED & CONCRETE BLOCK BUI Vi". MOU TING INSTALLAT ON { 4A BQ DM SCALE N.T.S. Q(6L +P• V FLORIDA BUILDING CODE (Nigh & Non Nigh Velocity Ill... Zone) ,: �ID 44Tg7 , 7~ • 'P V OsoO T. NO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GPumm ILL NOTE FOR COMBINATION OF SECT DNS:' E.D. r EDGE DISTANCE 1- MOUNTING SECTIONS DAN BE GOMBIry ED (SEE BPECIFICATION5 ON SHEET 13) ANY WAY TO SUIT ANY INSTALLATION. I �15 I FOLDING SHUTTER CORP. MT L E C O Ex mTHE IN p 1 iILUI iE]TNO t EHOINLEPINO COMPANY REST PAW BEAM P. G 1.1 ..............: 1 SEE UMRATIONS FOR ® ON SHEET �2 z . fit('', N.:°jmmal-Iso. _ IO NG\,•I' E\ n. ,'twiMo-lmlvl. M: H.G..m. i7-082 Ee �000e„a''<em .r IENP.+Nn<om ORAOHO N. /UAI v TR A TWT'.. PE. P�E'sfALA6Kf(YPENAT: RORIOA @. / ". ._ .,/M, m _ sx[n 6 O] I] POURED E Ralhi BEONNED n'"Re. xou US / E2RD. NM1Dx e /10 . ]• SS SNUO P/ 0.BIN IRIS NUOR .1AS— eusWwc r/ A D.15.• LONE TDP 5 O. AND 0.0. 45 L6 AND W UDUnG 03pY LONG BODDY 5CV'IION 0.]20. OA AND O.N5. 1.6 OPTION& PAR, G Max—STEMOVURA A TEN.TE 3/16•ALMI Poo, RNVS 0 s• 0.G AT REAL ^j ii IDN. �. Ins I (SEESNEET.1])p oP11oxK SAN NOD. (NON-sxunuPAy elD.]• SS B.N.S. W., LOND M Q. BUS RN. TOP) W. 1• LONE BORON). O(CLR .LT RO HOUSING MP.) B/16• NLY. M IPIEIS. 0 I6. DO. CONT. O.1GJ'W 3]CN.O]U' tti m WFAORA suel"BE PA SEE "=jaN BNEET ,])r•'$LREH ORMS WENBUT N WASHER 0 P O.C. 2LCKASOALYURNAlE k�� ONPoP RM1EIS µMPN m SIDES SU9 6' //jIPRIUBLEE0. URI POURED CONCREIT.i REOUIREO • MIH. E.0 •MIN. CA: WATION ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM I SECTION 7A 1 SEE LIMITATIONS FOR ® ONI SHEET 2 Sr•I P. N.Tz. 1prQV.:....... ..... * E.D. -EDGE DISTANCE :_ No. 44167 (SEE SPECI CATIONS ON SHEEP 15) T} i •e_ I , 5T n� 1 pp 3Ly ^n MIN. SEPARATION TO GLASS UL ON SHEET 13) ra./ RG ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 713 FLORIDA BIRLOING CODE (Mgh & Non High VeloGly Hunoone Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OPT Nn LL FOLDING SHUTTER CORP. m/" ooMR >o.p NrN5n2R w y:. "mRl� 1Boo-eu-u)I 1J 17-082 en,laNlnpmunm.wm EgNINE Ne Ell w.W/n ^ SHUT 7of 13 E. n MAIIII xMRne•• C.C. WSCMPIJIL a J TYPICAL IN EVATI N /ITIIRE AT 9070M) —Ar. ii..� Z ,,.• TES EEREE 2 E TYPICAL ELEVATIQj{ PBE AT MIDNEIGHT) 1 SEE NM.. i RR � ON SXEEI R NO.44167 TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR B070M TUBE TOP OR BOTTOM TUBE 60" 104D' 13 8 2'xd'xt/B" 96" 85.0" 17 10 144" 69.0" 13 6 so" 117.0" 17 10 2'It4NI/4" 96" 110.0' 21 12 144" 91.0" 21 12 80" 109.0" IT 10 2',5'.1/8" 96" 100.0" 21 12 144" 81.0" 17 10 so' 124.0' 21 12 2"x6"x1/6" 96" 114.0" 21 12 144" 93.0" 21 12 NSHUTTERS HEIGHT ABOVE IE: BNElOWNDOES NOT ERCEEDNME MAXIRI . PRODUCT W NL SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) TUBE 52E MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 60" 76.0' 13 12 2"Wxl/B" 96" DOUG" 17 15 144" 48.0' 13 12 80" 87.0" 21 18 2k4"0/4" 96" 79.0" - 21 18 144" 65.0" 21 18 80" 77.0" 17 Is 2"1,5'1,1/8" 96" 70.0" 21 18 144" 57.0' 17 15 80" Salo 21 18 2"E6"x1/8" Ed 96" 81.0" 21 18 144" 66.0" 211 18 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL SGIE: N.T.S. FLORIDA BUILDING CODE (High R Nan High V 02017 m1ECC INC. TITAN II FOLDING IMPACT PROTECTIVE FOLDING SNUFFER CORP. TILUT rzsrwa M ENCI ca uFANr >we RENRRw PUCE wm . EDW. R,a 13 nmi 11 M1T y,IN iN.lilel`1 E11emOa olsam .111ingNUNervavml HvmicOne Zen. M GMNx 1 ne• wv � aR I/ru/.• I I eDo o le as 1 \\ / eP I/RWb/x15I ImRs o le' pF. 3 / BUILD -OUT END CONDRION i I e2} m uvm 1/le hE15 ms A. ROR CCxRpVIELC ipR � le- eF. , or t or b FACE )NDITION �90.0 900 EXTERIOR D1r O°1i m(2)p0 HORIZONTAL SECTION 20 aE.e mom 0:-` NORC°MN SCCWx MRPIm1 aF * NAY VARY AT LIST SIAT AT IRVPFD fNSTAWTDAS .mcox/wcrz-rlu } SEE UMRATMS Nft ©ON SHFEi 2 ONE LOCKING TUBE, PART BSHAW BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE©OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE a A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TDP 1.100" OF THE TIP SHALL BE SQUARE, 0.357'K0.357" AND 9 SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WNH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH A 0.200" LONG BEVEL TOWARD THE END AND A FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475"m0.475'x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE 8 . A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375" LONG, W A 0.366k0.366"x0.630" 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 OA88" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED 'AT ® SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OMER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. g mFm e.ne• mv.I or (IA)t ��'\Z or I A� d511N° SIRYCIME uM m-I /1leY.NE1L a/le' Rm extra aR ./.• . >/.• mxs a NDO K AN F (• xvie e'n �n v xmmMEu sEelmx r . r . Iro- mean EMT. N.VYMI° pelt Axpl[�e Ue.qy v1C6 e 19'0.G END LOCK ANGLE Imsweu gengx µ' mr � sERrwe %iriEwm ro ME C[MVRYEE! 6' 0.G oRmww1" `UOR(5) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL mwzmnu ucm+ ROROA BDIWING CODE (High k Non High V0.1t, Humic°ne Zeee) m eon mmw xe TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °0."w m: ENC0N4NOMPeNY FOLDING SHU1iER�CORP. °AR" p i1WieLEL .b.: (xi�e.tm:.,wr°9°' ....' .-m n: gue000eeleem ers-w.Tla iea w wirml] w.oraa�.z.noxwe.wm 17-082 17-0 2 a mEEr v w n wumv a nwT l:. R.L D°Riw u.. A uleT ..,w�, i i i u,LRwrz vAu '✓ Rraa ax a/ix• Pw M1S1] PFP N1pC M NDE// CAPOON ANO AMOa. LA AM1E ro i i { � i A EXTERIOR ELEVATION ND1EL SIMIIAR AT HEAD PLAN VIEW A —A ANO sal AND TI M sIDES OF PRODUCT OPTIONAL SIDE AN boa s6CmN •. vM[, 6) WEl6 W) BC M, dLD10 ]/16' qV ITEl6 pX W OP I No BL Me [HD TRAPPED END CORNER POST CONDITION W/ FLAT END ..O.A. L[L,Px — RLORIDA DNLDING CODE (High h Non High VOI.A, HNM,C.x 2... h.. m]an mrao wa IL ETCOIM���. mllf rzsrwD ku MENOINCCRINO COMPANY Aa:°AJ—'- :°°°Auoew.e 0ANA a.ema.i m. NAtr@ A�6GGs1R,T Pr. P4 M1OWpA Ne.I A•I6) TITAN II FOLDING IMPACT PROTECTIVESYSTEM D"+L*' Drt LL p . , '.' FOLDING SHUTTER CORP. >D6x x[1Tx[li PL4[ "'�T ,eoo-au wilwn .imm.R.-. .wm De,6 17-082 DwnxD xe w e ixfl, W pC 1] P.L SE/y/SILM.NPC/WIE n/m/n fAd&CIGH CI —I I I I 214CORP. WOCO_ ( NOISS: 1- MR WOOD FRAME CONSTRUCTION: WOOD BE IUVE A MIN. SPECIFlC DENSITY OF 0.4B Cl RUN Row (Nw-SiRUCNPAL) TEONIN RMN SOHNGS lI2Y OP) Typ. TOP) .0 1' LCNO TWO. BOTTOM. mcm NUM. POP 0 lo' O.C. T E 3� 3.1' COW.. HEADER i r O1 T SEE MMRATIONS TOR ®ON SHEET 1 NOTE MR COMBINATION OF SEC 10N5: TO 1- MOUNTING SECTIONS CAN BE COMSINEO IN ANY WAY TO SUR ANY INSTALLATION. X. POP O IB' O.C. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) DER A. TIC�j�'. NP E '•. ✓ FLORIDA BUILDNG CODE (High k Non High Velocity HPnicone Zone) No.44187 `� ' aDemr X= ne, 11. ECO E,, .IWT TUTINO k MOINUR COMPANY .Me xnm aNme. n3S ."'.:: 4"(IVWn rw....: wam•-.u� w MM.eavl..em wuoon. to 1111 H.e NOuw lie. / iimv TITAN It FOLDING IMPACT PROTECTIVE SYSTEM o e, FOLDING SHUTTER CORP. 7MB ��6'T I'l MOT...rw, P. m.n �: taro-00-c., .mmno.xon.�. °;;1' '�f'Q l�1/n ':,ORI \C\ 1, p 17-082 ounea Ne sNm ro or 13 E'.4- MOD NOTE W •ALTERNATE LEG LOCATION AND v 3/4• B• a C. 9' (uln) WEx0 WOOD BFA4 PEONREO. ENCNR4 ApE0UACY CEONi1E0 SAX. EE —WALL PNISX D.060' IHICN SS. } SEE LIMITATFOR ON IONS , 6HEET G ENGINEER OR APCNRECE PRIOR 1'I POLLEn NOUSNC ® TO PRODUCT INSIAUATON. / .(AMNECIW CO. E0. DPRONAL PAN XWD NOTE FOR COMB NATION OF 5 LTI (NON-SIRU m) f / 1- MOUNTING SECTIONS CAN BE COMBINED LING)' $.S. $.N.S. W/ 1/Yo OP) IN ANY WAY TO SUIT ANY INSTAl1AO0N. � MIN d LONG - WN B"N' " 0"Chp. TOP) I / AW 1' LONG (Try. BO1fON), EYCE➢f / AT ROLLER X0=nO (M.) NOTES I^ I O 0 °PT0.Yk PNN HMO(1) NYION t- MI FOR W ' FRAME CONSTRUCTION: WOOD MEMBERS i0 (u0N-STRUCNPAL) I '.{i Ra0.D5 BE HAVE A MIN. SPECIFL pENsltt OF 0.46 OR EOVAL J/I6' AlUN. I B 8 PDp - Me. /I° p3' E.S. €0.1 W/ O T LONE MON O 1B' 0.0. BNS 0 D. WHA 0.150' LOxG MP SEG110N 3/16, AIIM COM.' • ) 0.500' O D. AND 0.320 I.J.. 6.R3Y Lox. I PoP PNER. ar...2>01°d3D' BOTTOX SECODN °.J10'O.D. AND 0.N]' W. N.RwAAB WTATMIW F (^^^) uw sEPAwnON I o.c 5RIPPIMG FA SIDE TO GL145 (Tm.)II I 1 1 or ®1� / ax[snin��7 IT—srPuu/n°x r Anox ( ED cuss I ly SEF SCHEDULE WIE ON SNRT IJ) 1 o a 13) or ®T W I 1 or ®1 EPfUIE 3I16' AWM µ1EENAlE 1£G RNEIS m s• o.C. ('LOGnOx OFMNM. Wm DUMD RW. I-T.=tLLI�,—)i f ($EE xOTf •) (NON -mu m) L`-= - - ,( ALTERNATE 3/16-AWM I n-� I� AT PEVL O$'O.C. s Q 3 J/IP' OWM. PoP g WDI �a m ID• oc. BOIN moO.[s • - n2 . I., POP RNEIS Em g m ID' D.C.o.c. aoTX sDLE h D. Ea. EO W. I DEC NIN. WOOD OO ED. n, I 2�4-MOD CONT. It,. 111 .I IL{ I I I Go 1/4'0 v J/4• TENs SCREW I.. PHIS. NLGM1ED) ` WOOD PU S 1/4'0 . JI4' I .SCREW PEDb. '1{ III eR5/B••WAAIEA O I. O.C. xUR CONNECIMON 00 W/ S/B' W6SXER OR I I I 1/4• N 3/4' BOOS W/ NUTS h I I I� CONNECTION 01 5/B' WASHER O P O.C. ED 3' MR. CD. I � I ' � WP1L PMSN \—WAIL.. ISX { BUILD —OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION WING (INSTALLATION SECTION 4AWInL'IiiY GM) SECTION 7W J 4W I :f.\^1v: '� "'•/TI/� FLORIDA BUILDING CODE (Nigh k Non High Velocity HUnicone Zone) ANCHORAGE ITC WALL SHCASN D07ED m3D17 R... NO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° TM' o. 44167 N.L ALLATIONS DETAILS INTO WOOD :* FOLDING SHUTTER CORP. oe SCALE N.T.S. • •V•t r/ 'spit�•!•• '•.. ' C- OLD w1 rzsnrvGm �ENcwLEcPI[xa couPpuY "sneswXasmEn wD[Inm44)7-082GRI"mle .......!,� m,nIEnMAUH.n.mm DEAmNY N. 's ,:. ..•N iwrz WA 4aDno /1ul6Pim III. n or u I/.-., SCREW OR O.E. Ms W WISRER P EWE OF MPUCIF UCABIL MIN. -.4• T � 9d CF RNOE SIDES JGE OF MAN MPLICNBLE 2•a6• MIN. WOOD DECK RFONRED (NO FINISH N1pN'ED) OCxNRTd1 0 EWE R' NINE E.O. IF SIIH IF 2' MIN. E.O. AFT.. T SEE LIMITATIONS FOR ® ON SHEET Z ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) NOiF FOR COMBINATIDN OP S PONS: 1- MOUNTING SECTIONS CPN BE COMBINED IN ANY WAY TO SUR ANY MSTAWHON. 311' CON. WD00 MIN . E,=' ON i0 t1AS5 PULE R[O'0. —t (SEE SCHEDULE NOTES: ON SHEEE 1J) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.48 OR ECUAL wALL OmsN ]- SEE SECTIONS BW & 14W FOR MAX. A.S.O. DESIGN /� PRESSURE RATING & SPANS O '•• w 1', .' i I1W I 6161-i6 GONE 4UMWUM TUBE W / EXISTING tN ROSE ( II 1\\ q �! TRUSSES OR NAI AT 21' OX ., ES.' MIN. WOOD SNE6 D R' O.C. SCREWS a .' a6 w I, f _ (E) t/a'F TNoc'. on t/.'P cRETE-EIE 160D BEIwEEN 1RussEs IwCXOTS4 p. xw SCREWS OR 1/4• EWE (IF VPUCN LE) NOR W SCREWS a MIDMDTH OF M STUD W 2 1/2' u1,. TNRE[DED PENTEI N 1. WE. (2) PYLON SN t/,' MPX. FLIWWD EElmxb s°fDFIT ROLUENS 5.5E S.M.S. W/ I/2'R xJ/.' LONE 0-0550 (T/p,) MILE. BUSXINCS (TH, TOP) AND I- LCNC 1 aj DoBCITGM), DEBIT Pi ROUIIi XOUSINC /lo , J' S.S. S.M.S. W/ B a i CT w) 0.173- LONG 4M10N BUSHING FOOTO 50 SECIIDN 0.AO EDM. INSTALLATIONS DETTAT[` °�•<,. IONC N, 0.2W I.E...0 OD. 0.1&h0.R7Y I ANO O.=- ". ... MIN. SEPAM7EIx 1 aw.. `� T✓, sEcn°x D.]20'D.D. AN To CLASS � m f INTO WDDD�k�� ' ` Oz.5' Ea (SEE SCXEOUIE STRPFwt FA n LENS "'•. t - 0"1 ON SHEET 13) SIDE D1TJ 1 OF NO'T - SCALE N.T.S. T I A No.44167 ' off.4T :•. 'g wwl[X m 5 o.c. `SCREW O e/O.' O�WOOD STUDS MOUNTING INSTALLATION SECTION 14W (BOTTOM) MAX. A.S.D. DESIGN PRESSURE RATING= +61 -60.0 PSF FLORIDA BUILDING CODE (High & Non Nigh Velocity HURiWne Zone) 02011 T.. K. TITAN II FOLDNG IMPACT PROTECTIVE SYSTEM . w'' p L 6 ? mm.- FOLDING SHUTTER CORP. 'Nb° xQ15 VPVLC '0£Me�ia °'dn" NO 6 [HOINECPIXc COMPHNY lath°�-in �m""R m"16° �-mgII: uwecooX.[m i w7i40 m.INlleneun limm 17-082 DRAUTIR xu D1-W]b)IB .ICIER A .LL# .Jr. I� P.£. I.R.lv. / IM . SM[R 12 1 IS LIA%IAlUA4 WINO PRESSURE (.S.f AND GORRE;ILVI INP L/AXILIUL/ SLAT5 SPANS SGNEOULE v.To uvlwu sAn svexs A uu. uuwuaz max AT MPSU 6-J 30 psf 144.0" 144" 180 Ib/fl 3$ of 60.0" 60" 88 ID ft 100:C 100" 146 ID ft 144" 144" 210 Ib ft 40 pel 60.0' 60' 100 Ib/ft 100.0" 100" 167 IS It 144" 144" 24D Ib It 46 pet 60.0" 60.0" 115 Ib It 60.0" 80.0" 154 ID ft 97.0` 97.0" 187 lb/ft 115.0 115D' 221 Ib fl 144" 144" 276 Ib Il 50 psf 60:0" fi0.0" 125 lb/ft 69D 09.D" 187 Ib ft 1000" 1D0.0" 208 lb/ft 120.0" 12D.O" Z50 Ib tt 144" 141 3DD Ib It 60.0" 60.0" 138 lb/ft 8.0, BID1.0" S�__ 3 peC 10D.O " 229i1b ff 120.0" 120D" `330 137" 134" Ib fl 60 psf 60.0" 60.0" 150 ID ft 80.0" 80.0" 200 Ib ft 100.0" 100.0" '250 lb It 115.0 115.0" 28B ID ft 131' 128" 346 lb fl 65 pof 59.0" 59.0" 160 Ib fL 92.0 92.0" 249 ID ft 100.0" t00D" 271 Ib it 126" 12Y 360 Ib 1l. 70 psl 50.0" 60.0" 175 Ib N 100.0" 100.0" 292 Ib It 121" 118" 374 Ib ft 75 psf 59.0" 59.0" 187 Ib -TOO 0" 100.0 313 To ft 117- 114" 307 Ib fl 80'psl 113" IIV 400 Ib ft 90 psf 107" 104" 424 lib/ft 100 psf 1 101" 99 447 Ib ft 110 psf 94" 90" 46f1 Ib fl 120 psf 87" 82" 484 lb/ft 1J0 psf 80' 76 483 ib ft 140 pef 74" 70"486 Ib ft 150 Gef 69" 66" 483 lb/ft 160 psf 1 65" 1 62" 483 lb/ft A80ILs: L+: MPNIMUM ALLOWABLE PRODUCT SPON MR A GIVEN POSITVE A.S.D DESIGN PRESSURE RATING. L-: MP%. ALLOWASUE PRODUR SPAN FOR A GIVEN NEWTIVE ASO. DESIGN PRESSURE "3ING. FIR, MNSMUM A WQU PRODUCT SPAN IS EGUN. TO THE RANI IMM DLIERMMEO PRODUCT SPAN BETWEEN Y+" AND CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON, ITyPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE II A B ". ` CS P A C E A C F 9 425 LB/FT - 38 - 157 LB/FT 134 LB/FT 256 LB FT 397 LB/FT C1 6 473 LB/FT 418 LB/FT 236 LB/FT 202 CB/Ff 383 LB/FT 4J2 LB/FT + I 12 38] LB FT - 334 LB FT 166 LB FT 142 LB FT 2J1 LB FT 347 LB FT C2 9 456 LB FT 362 LB FT 250 LB FT 190 LB Fi 318 LB FT 380 LB FT i� 6 525 LB FT 419 LB FT 312 LB/FT 285 LB FT 353 LB FT 443 LB/FT 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT II IC3 5 496 LB/FT 375 LB/FF 236 LB/FT 202 LB/FT 298 LB/FT 405 LS/FT 3 813 LB/FT 572 LB/FT 326 Lem 304 LB/FT 418 LB/FT 631 LB/FT 9 466 LS/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LII 393 LB/FT C4 6 592 LB/FT 448 LB/FT 23fi LB/FT 202. LB/FT 35] LB/FT 483 LB/FT i.� 3 972 LB/FT 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 181 LB/FT 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT Lam" S- 43 8LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 273 LB/FT 325 LB/Ff 215 LB/FT - - 138 LB/FT 102 LB/FT f7 6 f _ '.- 6 1410 LB/FT 487 LB/FT 323 LB FT - - 207 LB/FT 153 LB/FT �- 1822 LB/Ff 975 LB/Ff 648 LB/Ff - - 414 LB/FT 307 LB FT 4 269 LB/FT 301LB/FT 183 LS/FT - - 114 LB/Fi 153 US Fr C7 3 358 LB/FT 402 LB/FT 244 LB/FT - 152 LB/FT 204 LB/FT ,I -2-- _ - - - 305 LB/FT ;i 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LS/FT CB 8 73 LLB/FT 894 LS/FT 614 LS/FT - - 397 LB/FT 252 LB/FT ,1 6 952 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/R 336 LB/Fi SLAT HIGH VELOCITY NON HIGH VELOCTY HURRICANE ZONE A SPAN HURRICANE ZONE ZONE 1 2.3 ZONE 4 5 -10" 2 1/2" 1" 2 5/8" AS LESS >5-10 2 5/8. + V. 2 3/4"+ TO B'-3" 3 1/2" 1" 3 5/6" TO 12'-0" 0 AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. (MAX. ALLOWABLE REACTION TOP & BOTTOM LSI FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B iI .1Ac A A C 417 LB FT - 388- _ 134 LB FT 461 LB/FT 418 LB FT 202 LB FT 12 375 LB/FT 334 LB/FT - 142 LB/Ff C2 9 417 LB/FT 362 LB/FT - 190 LB/FT 6 502 LB/FT 419 LB/FT - 285 IB/FT 9 372 LB/F( 309 LB/FT - 134 LB/FT C3 6 469 LB/Ff 375 LB/FT - 202 LB/FT 3 760 LEM 572 LB/FT - 304 LB/FT 9 445 LB/FT 370 LB/FT 134 LB/FT C4 6 561 LBI 448 LB/FT 202 LB/F' 3 1912 LB/FT 682 LB/Ff 364 LB/F, LB/FT 224 LBI 83 IB/F' C5 LB/FF 334 LB/FT 125 LB/FT LB/FT 670 LB/Ff 250 LIBFT L8/FT 251 LB/FT 215 LB/FT - C6 LB/Ff 378 LB/FT 323 LB/FT - - LB/FT WWI 756 LB/FT 646 LB/FT - - LB/FT 23fi LB/FT 183'LB/FT - - C7 LB/FT 315 LB/FT 244 LB/FT - - LB/FT 460 LB/FT 409 LB/FT - - CB LB/FT 691 LB/FT 614 LB/FT - WI 921 LB/FT 819 LB/Fi ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONIC. 1C.BLOCKI WOOD I STEEL CONIC. C.BLOCK WOOD STEEL A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" R N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A J 1/4" 0 CREPE -FLEX 3.00" 3.00" 9 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" TER SCREWS F 014 NOS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00" N/A 1/4" NDS LAG SCREWS FLORIDA BUILDING CODE (High & Non High Velocity Humcone Zone) - ®von mrem no. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OMB Bn SHUTTER CORP. ° S°B1' IL ECOfxc. FOLDING lIW yTCSTIXe Q [N4IHLLRIXe COMdNY uvsaq n v+ee 7B61 MORARC PNZ M%S! PRN 6LI9I. R ]]II] I7-082 °0tl11:'®-mMen:+on.:oeon�me"+-+a+°N..reles"e.nx°A`u,:ll ownxo x. W-0006>19 iLONpq llc / N161 � EM[LI I] OC 1] I m _ n/ae/,r