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HomeMy WebLinkAboutConstruction Plan1. THAN II M DWG IMPACT PROTECTIVE S51EM SHOWN ON THIS PRODUCT EVAWATION DOCUMENT (P.ED.) HAS BEEN MOD D FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (61h EDITION) OF ME RDRIDA BUILDING CODE THIS FOLDING IMPACT PMTECTVE SYSTEM MAY BE INSTALLED AT HIGH VEDCIIY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NHVHZ). DESIGN WIND LOADS SHAL BE DETERMINED AS PER SECTIONS I UO (HVHZ) & 16M (NHM) OF THE ABOVE MEN BONED CODE FOR A BASIC WIND SPEED AS MUM BY TIE ROBSDICTON WHERE THIS PRODUCT TO BE INSTAl1Ep FOR A DIRECTIONALLY FACTOR KO-O.B1 USING ASCE 7-10 AND SHALL NOT EXCEED TIE MAGNUM AGO. DESIGN PRESSURE MENG INDKMTED ON SHEET 13. IN ORDER TO VERFY THE ABOVE CONDITION, ULTIMATE DEEM WIND LCADS DETERMINED PER ARCE 7-10SILLM FUESI REDUCED TO AGO. DESIGN NAND LOADS BY MULTPLWNG THEN NT 0.6 IN ORDER TO COMPARE THESE W/,MAX. (ALSO.) DESIGN PRESSURE MTNGS INWCATiD ON SHEET 11 IN ORDER TO VERIFY THAT COMPONENTS & ANCHORS ON THIS P.M. AS TESTED, WERE NOT OVERSTPESSED, A M IS INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEW ANA.YSS. A DURATON FACTOR CD - 1.6E WAS USED MR VERFlCATION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN MOM IN ACCOROWCE MTH SECTIONS 1626 & 1609.1.2 OF THE ABOVE WNTONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. (H.ET.L), HURRICANE TESTING ABORATOW (H.Tl) & AMERNO TESTING LAB OF SWM FLORIDA AS PER PROTOCOLS TAS-201. TA 202 AND TAS-203. AND AS PER SUBMITTED STRUCTURAL MOUATONS, PERFORMED AS PER SECTION 1616 & 1605 OF ME FLORIDA BUILDING CODE 2 STAINLESS STEEL SHEET MEAL SCREWS USED AT SLATS O & ® S IMl BE / 10 X 3'. 410-M MINIMUM SERIES W/ 173.6 W YNEID STRENGTH & 187A PST TENSILE SIREIGTH. SCREWS SHALL BE COATED MIN XYLW GOOD SERIES FLUOROMLWER COATING, AS MANUFACTURED. BY MUTFORD Co, BOX 507. WEST CNEGUII PA 19381. 3. ALL ALUMINUM E)ITRUSIONS SHALL BE A JMINUM ASSOCIATION ALLOY AND TEMPER AS NDICATTD ON SHEET 2. MINIMUM YIELD STRENGM FOR 6063-T6 ALLOY AT SLATS GNALL BE F,25.B io,L 4. ALL SCREWS TO BE STAINLESS STEEL W4 OR 316 SERIES W/ EA Esl VELD STRENGTH AND 90 Nsl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON S1EE1. IIW/BUILDE I TEK SCREWS AND SNMLL COMPLY W/ FLORIDA BUILDING WOE BECTON 2411. 1.4. All. ILUNINUM POP RIVEMS TO BE W52 ALUMINUM ALLOY 1MH ALUMINUM MANGREL 5. BOLUS TO BE ASIM A -COT GALVANIZED SIML, OR ASI 304 DR 316 SERIES STAINLESS S E- Will W W MINIMUM YIELD STMOMM. 6. ANCHORS TO WALL SHATL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO METING POURED CONCRETE 1/1 0 TAPCON W/ ADVANCED MREADFORU N TECHNOLOGY, AS MANUFAGREO BY I.T.W. SULDEX MC. TO MON. 1'c-3192 psi. 1ISSN 0 a 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SMUG SET ANCHORS TO MN. Fc.3000 psi. - IISSN 0 CREME -FEEL, AS MANUFACTURED BY FLCO CONSTRICTION PRODUCTS TO MIN. Fc-3350 psi. NDS: &I) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CREME -FIE( INTO CONCRETE S 1 3/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 11 A2) 3/4' SOW SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO ME POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2- MG MINIMUM SHOLLD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE METING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICKED ON NOTES Al & A2 ABOVE. (B) TO EXISTNG CONCRETE BLOCK WALL ASTM C-9D. - 1/4' 0 TAPCON W/ ADVANCED MREMFORM TECHNOLOGY, AS NANUFACTURED W I.T.W. BUJUOIX, INC. - 1/4' I a 3/4' SOLID SET, AS DISMMBIITED BY ALL POW SOLO SET .ANCHORS. - 1/4' o CRETE-FLEA AS INMUFACTURED BY ELLO CONSTRUCTION PRODUCTS. NOTES: 8.1) MINIMUM EMBEDMENT OF 1/4-0'TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BIDCK UNIT S I I/4'. 1 MINIMUM EDGE DISTANCE (E.O.) SHALL BE AS PER SHEET 11 1st 0.2) MOMENT BOUT GE MOJCCD HAM. BE FRMITTE FFIBEDDED 0 S.S INTO THE CONCRETE BLOCK UNIT. NO A NIM INTO STUCCO SILL BE PI' MITER: tM 0-20 S.S SIRENS USED SILL BE 1 1/3' LONG MIMMIM SHOULD STUCCO MST AND 1' MINIMUM MR WALL] WITH NO STUCCO. .k B3) IN CASE MAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME EMSRNG WPil, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PARELS. ACHORAGE - C SHAl BE AS INDICATED ON NOTES 0.1 & B.2 ABOVE (C) TO DUSTING WOOD FRAIRE BUILDING: C�46 MIN. 1ISSN 0 TWIDN W/ ADVANCED THRFADFORY TEGHNOUG:. OR 1/4' 0 CREME-fIDU AS YMUFACNRED BY ITYI/BUI�U, INC & ELCO CONSTRUCTION PRODUCTS, RESPECINELY, OR / 14 NDS WOOD SCREWS OR 1/4' 0 NOS LAG SCRETIS. NDS, CA) MINIMUM THREADED PENETMTON OF 1/4' a TAPCON OR 1/4' 0 CREME-FlEII OR B14 NDS WOOD SCREWS OR 1/4- 0 NDS LW SCREWS TIRO THE WUOD FRAME UNIT SHALL BE 1 1/2- FOR Cl THRU C4 AND C6 THRU CS CONNECTION TYPE AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF ME MUM THREADED PENEM TON. C.2) MINIMUM EGGE OSUMCE OF 1/4' 0 TAPCON OR 1/4- 0 CREME-F1Et OR /14 MS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS NNW WOOD,SWLL BE AS SHOWN ON SHEETS 10 MRU 12. C.3) IN CASE TUT PRECAST STONE PRECAST CONCRETE OR SRICN PAND11I, VENEER OR PAVERS BE POUND ON TIE ]COSTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SUBSTRATE BEHIND SUCH PANELS MINIMUM THREADED PENETMTKIN SHVQ1 BE AR INDICATED ON NOTE Cl Aii E (D) TO EXISTING STEEL STRUCTURE MN. 12 CAGE WY 3 MI (MW.J YATERML -1/4' a RW BUILDER TEX SCREW]. W/ PULL THREAD PENEIHAMIH, NOTES, DA) MINIMUM EDGE DISTANCE OF ITN BURDE( TEX SCRW 1'. T. ANCHORS SMALL BE INSTALLED FOLLOWNG ALL OF ME RECCMMENCAMNS AND SMCMCQ[ONS OF THE ANCHOR MANUFACTURER B. IT SHNL BE THE RESPONSBIMY OF THE CONDUCTOR TO VERIFY THE SWNGNESS OF THE STRUCTURE WHERE N,,UCTS TO BE ATTAINED TO INSURE PROPER ANCHORAGE TINS SHMIER GILL ONLY BE AMCHED TO CONCRETE, BUICIK OR MG FRAME BUIDNGS. 9. EACH UNIT MUSE DEAR PERMANENT LABEL IN A WSBIE PLACE MM MUMNO NOSE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENOR', OR OTHER. MAST PROPERLY CLOSE ALL CENTERPIECES AM ENGAGE OR LOCK ALL LOCHS. I, PRODUCT MANUFACTDRTRS LABEL SHALL BE LIMED ON A MOdXY VS B, P 1OCATON AT PRODUCT N ACCORDANCE WTH SECTION I7D9.9 ] OF ME FLORNA BUILDING CODE ONE LABEL SHALL BE PACED MR EVERY OPENING LAMING TO COMPLY WON SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 11. FOLDING IMPACT PROTECTIVE SYSTEMS WSIAUIbN SILL COMPLY WIM SPECS INDICATED N MS OMMNG PINS AM BUIU[NG AND ZONING REGUUTKINS PROVIDED BY ME JURISDICTION WHERE, POW S A'PLIED To. 12. (A) THIS PRODUCT EVAAMN DOCUMENT (P.ED.) PREPARED M TES ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT L.. WNERE ME SITE CONDNONS DEMTE FROM ME P.ED. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE ACID INSTAL ATION INCLUDING NINE SAEDY OF MS PRODUCT BASED ON THIS PRODUCT WA FGN DOCUMENT PROVIDED HE/SIB DOES NOT DEMTE FROM ME CONDTIIONS DETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SIDE S THE CONTRACTORS RESPoNSSl11Y. (C) MS PRODUCT EVALWTON DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (D) SITE SPECIFIC PROJECTS SCOWL BE PREPARED BY A FLORIDA REGISTERED pUNEER OR ARCHITECT WHICH MLL BECOME ME ENGINEER OF RECORD (E.OR.) FOR ME PROJECT AND MIND MU. BE RMPONSIBIE MR ME PROPENE USE OF ME P.E.D. ENGINEER OF RECORD, ACTING AS DO.EGKTED ENCJNEEE TO ME P.ED. ENGINEER, GHA1L SUBMIT TO MS LATTER ME sm SPECIFIC ORAMNGS FOR REVIEW. (E) THIS P.E.D. SHALL BOVR THE DATE AND OMGINAL SIX AND SIGNATURE OF THE PROEFS]IONAL ENGINEER TART PREPARED IT. iAAAAu py.' 7N15 DRAWING SHALL ONLY BE USED TO OBTAIN rfl A. T/(PERUITS IN THE STATE of MORIDA vCFNSF \lp FLOROA BUILDING CODE (High & Non High Velscily Hurricane Zone) 0.441 0201 R1Q0 we INWN : 8% j TITAN II FOLDING IMPACT PROTCCTVE SYSTEM On 0i FOLDING SHMER CORP. °�" IL�C O I�G. a [ �y 1\ WW iC�$T�HO & [X41X LWNO caxW1M >ww FNYAPII[ PU= ONA�o\a,r :�-xr uaorsiiBW�,e.,vl ip'Buipm'�',ta Dlurum8w ' i�b144t'v:TUHs/wte Ilzaa ue. f uln .nv,. R MUT . a Is L'--60�OY M BE USED EDR KL INSIKUnO 01LLUO£ PERiDRATIONS AS P Dff fR OET A2 ON SHEEP J) ® WALL HEADER 606J-75. ALLOY r. w• ® SLAT WINDOW ©L_END ..—I.AU.OY 606]_YS ALLOY 606.�l5 KL (TO BE USED ONLY MR L ALLAnONS JO FEET OR MOHER ABOVE OWE ® INTERIOR CENTE•RP/ECE ME URED AY SOMU OF OPMNG WO-76 ALLOY SEE COUAONE 20, 21 & 22 ON SHLT:T,J.) 2" MAX. B.O. SILL/R TRACK 606J-I6 ALLOY �,,M, YL: A. i:.Y_ . 3.[fl m.• zm• �S. CEILING HEAD E 0 -S C 07 OMQTRACK—ADARTER` 606J-25 A40Y — -TB AL10Y 6063-w ALLOY 5-1 COMPONMT e E L1 12 ]J 2• s' Nq%. 0.126• 0.125• Q 1• 2' NA%. 0.062' 0.062• © BOTTOM RAIN GUARD c;,AL'ubflNVMU-�VGLES' 600-76 ALLOY 6063-T6 ALLOY -" PI ® LOCKING TTIBES ° ° AT CENTERPIECE ©9 CORNER POST ' 9p�•, P,. ��,S 60621-M ALLOY 6063-76 ALLOY YIN. 26 112• LONG -a Ena•�`�h' dJ.1X.,rF� ® RAIN HOOD 6063-l5 ALLOY FLONOA BUILDING COOS (I6yh k Non Nigh Velocity Nuuic°no 2oni 'xhcv Y6' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °V]N M FOLDING SHUTTER CORP. °"mn]c7-08m �.lxe SI�J 1 n q NXW MOB: - w BE WZEO Arm OPYW' f0.4 A(t M F&W TOn YA'OER fASGE WS WY INCLUDE FEQfURA7�ONs AS PER ws vul - WY. (i) wIA'OOn Wr BE 0V SIAT s ACEO UN. 14-MARF am.. EYERY 10 sam), TYPICAL ALTERNATE PERFORATED 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) - WC (1) II 24' WY BEW 6v_E M F spxcou t4f A YYdv Q<1I' AF 80 14 11 YM, fAgY EN05 OF SWT fiY @ BOI)wA ro s1AT1 mrywg)At WAYV� OF PROD . la � pam. 2W 21 Z_CLlP ©2 SNAP=IN END CLIP TABLE 1r. SOURCES FOR & 1 M1AGL PFS^FF06 s'a aRn+s X4T 0.ML'AIIK Y,rRDu/ssmsc vu rtaWao�nN ]1 Yxw FM Resew 1000fN: SPEC0IC Wy11Y /S,Y D>aF owS m/Iri D0.3 mm Y RNs4F nm $I h p..J. 0.300 P.t F1FSiRrK $IPENRM ar nm AT OnoD638 I Oho 12=2.SM p..i 13.400 p..:. RE1444 YWRVO ASHY 0)90 N0.000 p.vt ].S.Opp Pai Fee , MD •e /5TI p350 10 R-W%n 17 R-mAn SYP[E OeHw ]5)Y D3w3 47.2 L wa f lux PATE M Emmfi AAY M. C-1 CUSS C-1 O` S OOLF .0. AS]Y 01929 Im'P R^L Y /SlY DIS' 1D191E O,RFNL,M 7iiQt kUIMFRW4 !SN OW& 9YY! pa.i NQ p.vi N15TE SOnS BEFORE NFRNFpWC AYIY 00M w01 pal: SIM P" TABLE 2: SOURCES FOR sAmwn 9WsiE.e mpc ra Iroa>Y PFYFRf&$ laFmurE auu ma� vms f za9,sye PK@G 9P6Dit GW.WI) ISIY O793 0.w3 m/a• FFhg%xYv )EIBIE nm sniE /SHY DWS I I.000 wt . FIElIVN1 spMaM a) lIDD ASry 9 13.00eat FlE%VPK NOOULVB 0i01T ASHY W90 {90.000 P.1. NO)O1ED ROD AlIY M. a.a R-m/Oi CWiK¢M OF IMHYIL FlPN4UN ASHY 0098 5.5 a IOkV'�F MYPv9WM1 IM1 94 YRTHG 1gPpV.NNE AS)Y DNIO 300N Y FLORIDA BUILDING CODE (High & Non High. Vehxiry H Mcamo Zone) 44167 ; 02,17 OECD Pc IL E C O rxD. nw) TOmMO @ CNagxWE�AOMG COY V yy ®-G007,9 )'�Fln u u.16�/ ulspi TITAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHUTTER CORP. 7W9 HhAe MEi FV/Q Y6r PYY RY]I. R SN,E .'<'aG.lNlax ° ale " y (- P y�,'x lilt E� •� m/pwi(u¢/ORrz j J-082 pR1YW M. autr s v u ® (2 } OR 5 USE O.C. UP (2) AT FOR PANS TO 99' 30' S O OR 18 (2 t SEE ENO CONNECTON DETAILS ON CREEE B TYP. TILL MOCKHUGHl'.O FOR CONCRETE CONCRETE BLOCK OR B % % + 13 % + 1 B O O O O , I ' WOOD INSTA AFONS. INI IIARFfI WI11 TYPICAL ELEVATION • Vs. A NOTE: SEE SECTIONS 1 THRU 3ON SHEET S. SEE SECTIONS 4 THRU 6ON SHEET 6. SEE SECTIONS 7, 7A & 78ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. /-(�)or 3QIg/Q3 ,1®,1©OR 19 ♦ NOTES ON ® & LOCKING TUBCS 0 AT©&(3). 1. TWO (2) @ SNPt1 ALWAYS BE USED AT PROOUM'S MIDSPAN SPACED USE (3)@ AT M' O.C. AT 30' O.G. FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPoNENT p� MAY BE FOR SP LARGFA 1HPN 98' UP TO 114' MST D INTERIOR OR E ERIOR SCREWED TO TAPPED ENTIVIECES QOR . LOCATION OF Q' SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES �SHALJJ..,, ALWAYS BE USED TOP & BOTTOY AT PRODUCTS' CENTERPIECESj1)OR6AT ALL INSTMDON6. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. ' T SEE LIMRARONS FOR ®ON SHEET 2 FLORIDA BUIEDING CODE (High & Non High Velocity Hurricane 2me) P-- wxcRETE - OR CONORCIE BWCK . REm1 . COMMFLIWN (4F SXEE! IS) i 010. S&S SLS F/ O.3IS .0 N,Iw BUEXNO W/ F QISO' EONO TOO SE. OSW' omr MWO -- SEgpN =w oz..WO 03{S 1. c" ) 1 • I YIN. Sx+YUl10N 1 TO cuss in. S.& XOU9N0 W W LA wX°I .Y Nnrn 9lSlm[.5 mOWIK RUN X000 INON-s CTURQ �yn� CQ`Om'OM (SEE $N[Ff L_ IYl4 • � ovEls, � OG r XY EO CON M OR CONCRETE O/ � FNL P£QMFQ t °N OR NERNCAPoE'Rfm VNE R[WND Or L t G OPMWL PAN HOOD (NON-ST Utfil&) IsEESE<.eNeSXs`en' ) � a+u*m io )"'D°�'/r{.. WALL FACE MOUNTING INSTALLATION RORIEA . D"�) SECTION 2 WALL FACE MOUNTING INSTALLATION n ;a SECTION 1 n• O O O 6 MOIOT SDN]XS ST GGERED CHOR SPACING DETAIL FO 6 ""'' INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK Sr lF. N.T.S. k f IVU. NnTF Fnq MYB xsnOu nF sECTIONs: k E.D. - EDGE DISTANCE 1- MOVNIWG SECNONS CAN 8E COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN AYY WAY TO SUR N!Y INS(NIArm t SEE UMNATIONS FOR ® ON SHEET 2 GeO (Y Fe- 0 FMISIWG NON SIRJ[NRLL W i (OECNUmE XFAD) I/(eul•TIX SCAETI Ofl 1/{e4011' ]/IS' ALNI. S5. YS M9M IM h PoP RYITS. WSXER D {' 0.4 O IR' O.C. I N aa• t YIN. SEPNUTON 50 tlA S (SEES 13) I ON SNEQ 1]) I ?I° 4IILW OR I/{e-P011' Ss_Ys MIX NYI h EC51&6 NON SIMICMW. MV Be. IOECOPAmE sw DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION-3 A%. ASD. DESIGN PRESSURE RATING - +65.0, -90.0 PS ROMBA BUIMING CODE (WgN & Non Nigh Velocity Hurricane Zane) 02017 nIXtO oM TITAN B TUBING IMPACTPROTECTIVE SYSTEM Y1 IEC OI,[. FOLDING SHUCORP. SHUTTER CORP. °1501 TLLDT 1[S1W0 ! [MOINC[RINO O°YI.WT .n5NN M.pm}n-,v, m'01-YWWno � gy p R R 1N13 IWM1SV-SSg1 ]ax�,R,wR.,.mN 1 -oez ounls xo am.T ] a IS W RO!1WRp PL ITnwo. Is. / wln 1/4-a N J/C NEAR sCREY OR 1/R• ROL3 W/ Rm, i WmNm O __(IE9UMm_\['4 pO a I1 WNIN0 W/ / 15m. A w0.15 WNGOZ. TOPYw L OA OZ. INO OARS" LE. SEC110N 02&1' 0.0. �L WrarnEM o f% AEIERwrz IEc (sEE 51¢ET u) i unmR 0.060- mm S.S. ROUFR HOU M0 _—Y1GPIgNK R,M 73 N4Y. POP MRIS O :. BON, SOTS DESCN ( INN. WPm WR m clAss y3 (SE scxmYlE Flo T i3u E $„ ALTERNxE J/16• IWIL "- •� POP WVEIS O Y O.L AT RFIR. ( ( g E0. EO g LPOP WVEIS ( A9 J/IC' A FG Rms 0 I Ox. P O.C. c0111 SOTS O 10' O.c.c. 90111 SIDES N J/1 RTN'SO - YN. J/R-RYAfAIt REOWRD R / 1/2 IRN. K"m Vy 1/4- TIRU BOLT W/ WI91FA & Nw O 1w O.L p F/Sw SIDE f• llRll BOLT N/ S1YA & NUT O 5- O.C. 5 _ 1/4' f TIPcw3 OR CR _FUDI m'Cx01S P O.C. R 2-tl41/6' POpRm MNCWTE OR 5"aJ-.1/V WSYTO CONI. S NXI. NLY. CONOR TE (L.00% w,.y µUN. AN= OR BEM PUTS. MANED G INSTALLATION ALTERNATE COUNTER —TOP MOUNTING INSTALLATION SECTION 6 -fifi.0 PSF NA%, ".D. DESIGN PRESSURE RATING- ♦66.0. -66.0 PSF ( N01. SEPARNIw '—(SFE SCtiEMItL I ON SIREI IJ) N or M I —' sins W/ Nurs i a/e" w:sxm 6 • OUT=FAGE7MOUNTING71NST4'LLAiION $ �YYr,� g 7 — —SECTION y g (SEE sNEET .»Lq /j/y, EO. EO. i/i• ./i/raBOL15 M% NUTS PWRED Cww[rzCW� pmJ INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD. MOUNTING INSTALLATION SCALE N.T.S. RftD$AA A _ (BOTTOM) RONDA BUILDING CODE (Nigh & Non Hiyll Velaoit, Numicane Zona) NOTE FOR cOM6iNAnON DFsFLnlDxS; S• N0. 4416.7 t• * tO 50n mlErn Mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ED. - EDGE D.-ANCE 1- MOUNTING SECTIONS CAN BE COMBINED (BEE SPECRTG0NS ON SHEET IJ) IN ANY WAY TO SUITANY INSTAWTON. ' i�L S 9''y IL E CO.., FOLDING SHUTTER CORP. mR0/n Y,L Q �'L(j nWT RSV.. i LNOIHL�LRINO COYPAM YLgI p.yy p�f R J]RIS T SEE LIM]TARONS FOR ® ON SNEET 2 �111 ti i� t�u�ucaood.mi'� �Y' �cYw' _ 1pR7A00Bw �O�eIOj EEN6.o aWR>II �.P".EemXm iL'SPµ�LH{WF/Mrz WK1FR A RWI J.. PE. RMIO. Ue. j NIR I a SIIL[T 6 Of 13 COPY Powm coNOIEIE OON,MCr(N 4 P[WIXEO (SEE SX Is) 0aW NKsz RW1pi NWyNO oPTIWYI PAP. NWO ON sXF,{1E�if� OPRYI PNN GU I Oen-maWume VFANeW 3/1W A — POP RNE 3 O s' O.C. MR. -: Po1AU) COM. O.IBI-xO.2WNNO- ULiR m WEARIES .= m sac (TIP.) t � WK $fPIA aGW SEES Na ON SHEET 1/1' A . 1' M VoREN OR 1/u-aab• ss. Ys NRN ma&wmQRER I ar QC T I—. NW. EO.j I-- • IW-cp� 10 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCALE: N.T.S. 11111'P�`.; ••EN•,v AA�.: C S • NOTE MR COMBINATION OF cFCTONS: IIIE.D. EDGE DISTANCENU• 4416J 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEORCAnONS ON $MEET 13) IN ANY WAY TO SUIT ANY x5'TALLAUON. •09 .• tAST t SEE UWATIONS MR ®ON SHEET 2 �c f •'.`G SS/naul E� —1'{5 I MIN. SEPARATION I TO GV U (SEE SCHEDULE ON SNEETNRT 13❑) - 1 or ®T & OPTION& RNN GWAO I(xGN-swNDTNRW) A11EP1U}E 3/IV NON. O V AP9 SnIDRREIS 9 RNETS 10. O.IL ONPoo Ic• o.e. eoTx sus i,cC, WIPLLc9Wt mom` ( L—I CRE s 3) WH. E➢. ALTERNATE TRAPPED MOUNTING LNSTALLATION AT BOTTOM SECTION 713 ROFGDA BUILDING CODE (15gh & Non High Velocity Nunioene Zone) OlOon So. TITAN II FOIIDNG IMPACT PROTECTIVE SYSTEM ML C O 1xe. FOLDING SNUf1ER CORP. TDee xDR9EET R.ecE woT P SoM w .Iuu m tMD-01]-eAt .ImxPY.m.n�oln D'DMIT[IT YWNELAIXo coWANv I .mY We&a n vw �o;4>oW.-�v. ,o.� 17-082 Dw.NmD x. sv %W 7 of 1J c .,In vnN+ . Ivvmmwn. e va »vaos Nlor t N rva vTn zomac o-r..urn Vf • o/v mq sxa t TYPICAL E+EV�ATI%hQpE AT MIDNEIGNTI t = DURATOIIS FOR O aN S — z TABLE I: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE SIZE NA%IMUM PRODUCT SPAN ALLOVIABLE TUBE SPAN REO'D ANGLE LENGTH EA. ENO NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60' 106.0" 13 8 2'.4'.1/8' 96" 85.0' 17 10 144' 69.0' 13 8 80" 117.0' 17 10 2'.4'.1/4' 96" 110.0' 21 12 114' 91.0" 21 12 8D" 109.0. 17 10 2"4-0/8- 96- 100.0" 21 12 144" 51.0' 17 10 80' 124.0" 21 12 2".6".1/8" 96' 114.0' 21 12 144' 93.0' 21 12 F V M.YJ 'MT -'.-.L T T.0 WSIPL/ .- ONLT . 1XE SL.0. OF THE SMURFAS NMT ABOVE k BFLOV/ DOES NOT IXCEED THE M PRODUCT 53/N SHP ON Tau 1. TABLE 2: MAX SPAN TUBE LENGM SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAMMUM PRODUCT ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EAEND NUMBER OF ANCHORS PER END OF TUBE 60" 76.0' 13 12 2-x4'.1/B- 96' 60.0" 17 15 144' 48.0' 13 12 BO" 87.0" 21 18 2".4".1/6' 96' 79.0' 21 18 144" 65.0" 21 18 80' ]].0" 17 15 2".5".1/8' 96' ]0.0' 21 18 144" S7.D' 17 15 80 88.0' 21 18 .6 2"'.1/8- 11: 81.0- 21 18 144" 66.0" 21 18 \ M i lff-lufiflk M 6A W In=X19 \ I LOB'• • •\ OR GROUTED CONCRETE FLO IDA BUILDING CODE (N9h h Nm IOh Veb6ty Nurticane Zone) xlc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM wuvx rn' FOLDING SHUTTER CORP. 7M HFl61RR P4R IUxO COxFAxr . r. ux. n vNu x'LT*t n �I• 17-082 am n'" ..°N..rma.v+x�'nmuw.' NAnxD x. .. vn net ni�mm sxTTr ov1D 1 /le' R•P phE1$ m IpVa/.' I Irzrs O 1B' 6G �\ / /le' 0.V PIVpe Im6Ple-°L \3 / BUILD —OUT END CONDITION 6' POP ReE15 M • J/.' i0.S G P4 DCFERIOR �prz'1 HORIZONTAL SECTION 20 I?IinOMK _� JI➢lO1�OlE1Cy1IX i SEE IIRAIY)1S FOR ©ON ;BET 2 wxxow a le• aL m mam,c sJwclnRc NOTE 1 ONE LACKING TUBE, PART - SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE®OR ,INSERTED INTO THE BOTTOM OF FACH ALUMINUM LOCKING TUBE (a A SOLID THERMOPLASTIC TIP MU BE. INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'.0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO R WITH A 0.120' P.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH 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'.0.475%0.085- THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE. ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375- LONG, WITH A 0.356'e0.36604.630' LONG END SHALL. BE INSERTED AND DIMPLE CRIMPED INTO THETOPOF THE ALUMINUM LOCKING TUBE @ . THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP B/ 0.188' MOE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION . LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0'HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE' OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) c clAs ✓/ f _ umnc cmuemc s.>x'IrcrJ uXU6/tl4TL-iW OIOIG O le' OL ' 1 � OF f OT ®1 F 9= so .0' 2 J/1C ,®.Wh15 W NN gip.' . JH- rzxs e • nc 1 $3 I/r m�i-i Im. 911v V I/.' , J/a III D LOCK ANGLE nurse Ir o1 nwxaPa scmx mrt. uurmuu® END LOCK ANGLE xamurtK scnwn I/.•. aH-Ttx stows moan m att .$a rvuvmla a s- oc. OR ALTERNATE LOCKING AT CORNER LOCKING DETAI MtlROMY SELf6 FLORIDA BUILDING CODE (High & No° Hqh V.1.6t, H°viC°°e Z° m 101T m'rzE0 M' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YL 'L EC0INc. I� FOLDING SHUTTER CORP. nrz Iro• A.mc AI IA nyee...a.e (x) 3/I6' G 0. xx Y..1/1 e/ .CfY.Y ae wrmc xmu] lrc wr ria wn mmY gmmm uwa g ro xxm 1 6lYmlwx g 19 wn mtvl w mm e �IEe OF T.Y ynvmmc o,R EXTERIOR ELEVATION bDgi smtAe AT HEAD PLAN VIEW A —A Yowl roe mrc� / �.\ AND slu AND eon) SIDB m]eoM.rv6us v/ OF PBOOUCx .j B B l a) / 1/,•,. a/,• ll // ©I OPTIONAL SIDE ANGLE 143 on a/l6" PoP W Me19 ITA . M 1 1/Y . t ll! . l/y . G-Y YN. MW WYY MWLLY TOP t DM 3LI[n .. 91FET e] ro� BJxNY qt 10 W11 (i PFWWFD) /1 0 T ccn/ t-flL1I NOlo16 u rxm6 To mye ® 0 0 V•• .. t a/.• x6omv/cane-mn eaaa wrs ru. �erm oa t film .ammo a le' on yp" . an e" PoP IOHl6 Oi 3 Co. SThIK Off g Ix- as ' ... 3 'A. on — CORNER POST ISOMETRIC L°eE m.n L m..r tro 6w 6attml sl as) e ee Da 19 x�mm" 2 TRAPPED END CORNER POST CONDITION XMaOMµ Monte, W/ FLAT END M1 END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) _ 6 MDA BUIMIND CODE (High & Non High Velocity Hurricane 2•N' COM. tlW0 1 HUDFA.IEGD. /to . J' SS. SHS W/ can• Lwc N.130 — BU91W0SI /.a0 roR O.Ck ,24V I- .] 0.0. MD =0 OTI . IONO BOROW CR] $ECfIQY 0.Ji0".V9 oxu' La.d. 1 R+PJ .. SETWU ON ro Dw x•..•caxr. FulE mu ss NauswG W/ 1/3'e u/+' in DTP. RW) eartoW7. ESCF➢f R1P.) 3/1V NYY. POP ALCM. NNEIS. O 19. O.0 0.1woosa0. W.O O UL1WF/E WEMN A / W ® 1 Q ME (W..)FA �4 le1 IPA- 0 I -WALL N WALL FACE MOUNTING INSTALLATION SECTION 1 W 1 SEE L➢d1TADONS FOR (a SHEEP 2 ROWS' NOT FOR OMRltte}ION OF c CE ONE 1- FOR WOOD FRAME CCNBRtUCEION: WOOD MEMBERS TO BE NAVE A MIN. BPECNIC DENSRT OF 0.46 OR EOVAL 1- MOVNRNC SECDONS CPN BE COMBINED IN Z TMT TO BUR ANT-INSIAWRON. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) A,0RIDA BUDDING CODE (l6Rh k Nan Veb[ity H.rri[Rne Zane) I 1/4•0 . 3/4' T SCROl OR Ip• . J/t \y BOLrs x/ NN' & w.51RR o B• O.C. / GOL. R15N 8 EV. RON: (sEE noTE •) I ON SN IJ) kXERR IE J/16• NN 1w RNErs O S• O.C. NTE IEO AT RCM. .=Im WERE •)1 n �i OPI,.R& mM 000 / (Nm-SIINm) IIO.T s. s.Ms LWG max ausxo xxo r wxc Rm AT RaEER xsuam µUM. POP RWEIJ. 0.0 " .= 21C C 1 .1 {1 1 III L TPS SCPM x00a PE09. B/B•xISxEn OR 1/4• . J/.' EOLTS w/ NUTS h / • s/B• w.R¢R o .• .. �BBWN BUILD-OUT FACE MOUNTING INSTALLATION BUILD-0 SECTION AW NOTE — I LTERRATE IBC LOCATION AND. ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. T SEE UMTTATIONS FOR (a ON SHEET 2 NOTE ibR COHBINATON OF SECTIONS; 1- MOUNTING SECTIONS CAN BE COMBINE➢ N AM' WAY TO suit ANY INSTALLAnoN. a ROM. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSIN OF 0.45 OR EQUAL &WS. w/ 0.31J- LORD NWON A O.Ib• WNG TOP SEC 1 0.24V i W 02 2J' L c OD. AVa 0.245 1A. vaaT u) 0 $ EO. I 0. 1/4•.. 3/4' rFR$ SCREx OR 1/.• a J/4' BOLT4 tl/ NVIs 1 k s/9• WASxFR O 6. O.C. it � mleucTTON u NL FwNx 44167 t.B' 1!n) EASTWC. PCElH0EfAOElilaT OSfwWE = OF EpSIING WOOD SIGTO BE METERED OR OH=T PRIOR PRIEW0..Q CROIIDTIOR CS / aPnaWt R4eNp PAL) A (xox-mtu IvoP xYE15. o Ta• o.a wva sN TO OAis REB (BESCXEWLE ON SxfEf IJ) 1 of �T B or'� T ix of T A RVE1S SOFS xw A-2.MO 2 IBR. EOM TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High k Nan High Velocity Hunicane tom) g1EGO ex' TITAN It FOLDING IMPACT PROTECTIVE SYSTEM a^Ixx N; CC p (p�• FOLDING SHUTTER CORP. TOBI nR6TxaT I4L£ x¢r nson .akl6ryxiWl.o.me BERxa COIaAxr s ruxw .n viu�u a imn =1 17-082 BLaxO xo bl¢I II Of IJ o I NIW PNO OF 11 FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM 01D . s S.S. I.S. w/ .J, W.. — su4 .G w/ A DISG• =4 .ONO .o o." 0soo' MD OD. .1 iA INp nxx eDTou SEMON 0,32W aD. A4D o2w La. 2' if 218' ttCN (NO P T T SEE WdRATONS FOR © ON SHEET 2 NME FOR COMBINAMN OF SECRONS. 1— MOUNTING SECTIONS GAN BE OOMBINEO IN ANy WAY TO SUIT My INSTA 110N. 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPEC DEJ,I Y OF OAS OR EQUAL I2— SEE SECTIONS BW h 14W FOR N AS.D. DESIGN PRESSURE RATIWG h.6PAN5 RS .. rA^CUi OR 1/ AVLNtl6 a /14 NM PWo A 211GE (V I➢FNCOBLE7 xos VD WIR. At NIo1NDT1 2 1/2' Mm 1NWO D PENEIW 1W. 0.11g00 EI SOFfl2 J IIWS S.S. SUS, W/ 1/21F'.3/4' LONG . euw,nw (W. Ton) NID r LONG 071. 6XRO.x EYCEnT AT ROLLER 1 .G --0 Y � of &T HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) MA%. &S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF flNE,e 90E5 DOE D _Me �mm T WN. E0. ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) ,.,_7 — FLORIDA BUILDING CODE Q09B N Non High Velocity Hurricane Zon o� 044W N/-1 uwvP sYs mrss a nv AuweeM w a la Tw FRLsvliae v.Y R 30 of 1".0' 14K 180 ID ft 35 psf 60.01 60' 88 lb/ft 100.0• 100• 146 Ib ft 144' 144" 210 ro ft 60.0' 100.0" 60" loo•'. k '16r. ro)n 144• 1 46 Psf W.0' 60.0' 115 ID k MC 80.0" t54 M ft 97.P 97:0' 157 W/k 11 SD- 115.0" =1 Ib ft 144' 164" 276 lb/ft SO psf fi0.0• 60.0' 125 lb/ft 89.0' 89.0• 187 lb/ft 100.0• 100.0' 208 10 R 120.0• 120.0" 252 ro ft 144' f40' 300 ro N 55 psf 6DW 60.0' 138 ID ft 81.0• 81.0' 187 Ib ft 100.0' 100.0' T29 Ib ft 120.0' 120.0" - 275 11,111 137" 134• 330 lb/ft 60 psf (XID, 60.0• 150 ro ft W.0" 80.0• 200 Ileft 100.0• 100.0` '250 ll 115.0• 115.0' 288.ID ft 131• 428" J48 ID ft 65 -p5f 192.0• 59,0 59.0• 150 Ib ft. 92.0 249 Ib ft 100.0' 1W.0' 271 Ib ft 126' 12}- 360 11,11t 70 psf 60.0• 60.0• 175'Ib/ft 100.0• 100.0• 292 lb/ft 121' ' ii8 374 JD ft 75 of 59.0' 59.0" 187. IO k 100.0• W0.0"- 313 lb/ft 117' 114' 387 Ib ft 80 psf 1137 111' 1 400 lb ft 90 psf -107- 104' 1 424 Ib n 100 psf lot" 99• 447 Ip ft 110 psf 94• 90• 468 Ib ft 120'Psf 87' 82• 084 Ib ft 130 Psf 80" 7r483 Ib k 140 psf 74• 70• 484 ID ft 150 psf 69' fib' 483 Ib ft.. 160 psf. (15" 62' 483 Ib ft A,,. La: YP%MUM ALLORQU PRODUCT SPON MR A f.1VEN POSRT E ASD DESIGR ffl 4 E M3010 L-: MN. ALL0m PRODUCT W. FOR A LTIFN NEGII 0.W. DESIGN PRESSURE RATWG FINPL TWel YLOWpBLE PRODUR SPAN 6 EOWL. TO THE YM6l. OElER wm PRODUCT SPAN BEOVEFN lk, MD 1--7. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM- LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACNG CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE A B I C A C E. A C F C1 9 425 LB/FT - 388'LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 6 473 LB/FT - 415 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT 12 387 LB/FT - 334 LB FT 166 W FT 14Z lB FT 271 LB FT 347 LB FT C2 9 456 LB/FT - 362 LB FF 250.LB/FT 100 LB FT 318 LB FT 380 LB FT 6 525 LB/FT 419_LB/FT 312 Lem 285 LB/FT 353 LB/FF 443 LB/FT 9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 1 236 LB/FT 202..LB/FT 298 LB/FF 405 LB/FT 3 1813LB/FT - 572 LB/FT 1 326 LB/FT 3D4 LB/FT 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/R 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/FT 448. LB/FT 236LB/FT 202 LB/FT 357 LB/FF 483 LB/Fi 3 972. LB/FT 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 9 281 LB/FT 224 LB/FF 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT C5 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 IB/FT 155 LB/FT 3 843 LB/FF 670-LB/FT 243 LB/FT 25D LB/FT 432 LB/FT 311 LB/FT 9 273 LB/FT 325 LB/FT 215 LB/FF 138 LB/FT 102 LS/FT C6 6 410 LB/FT 487 LB/FT 323 LB/FT 207 LB/FT 153 -B/FT 3 822 LB/FT 975 LB/FT 648 LB/FT 414. LB/FT 307 LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT 114 LB/iT 153 LB/FF C7 3 358 LB/FT 402 LB/FT1 244 LB/FT 152 LB/FT 204 LB/FT 2 - - 05 LB/FT 12 491 LB/FF 596 LB/FT 409 LB/FT 2Mi LB/FT 129 LB/FT Ca 8 1736 LB/FT 1894 LB/FT 1 614 LB/FT 1 1397 LB/Frj 252 LB/FT 6 1982 LB/FT 11194 W/Frl 819 LB/FT 1 1-530 LB/FT 336 LB/FT WLOCBY,. NON HIGH VELOCITY _SLAT SPAN _HIGH HURRICANE ZONE HURRICANE ZONE A ZONE 1.2.3 ..ZONE 4 5'-10' 2 1/2• 1' 2 5/8' AS LESS >5'-10' 2 5/e' } 1" 2 3/4"} TO 8'-3' >e'-3' 3 1/2- 1" 3 5/8- TO 121-0. A AS DEFlNED BY ASTME-1996 STANDARD. } E%CEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A CONNECTION CAPACITY SCHEDULE (MA%. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER ED. (2' FOR A, 2 1/2- FOR B & 2 1/4' FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR (SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B 1 C A I C C1 9 417 LB FF - 388 LB FT - 134 LB FT 6 461 LB/FT 418 LB FT - 202 LB/FT 12 375 LB/FT 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT' - 1 190 LB/FT 6 502 LB/FT - 419 LB/FT. - 285 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT C3 6 469 LB/FT 375 LB/FT. - 202 LB/FT .3,.-.. 760 LB/FT - 57 FT - 304 LB/FT 1G4'! s 4-� 6 445 LB/FF 561 LB/FT - r - '- 70eLB .. '8'TB%FT - - 134 LB/FT 202 18/17T 3 912 LB/FT' - 682 LB/FT 364 LB/FT 9 226 LB/FT 224 LB/FF 83 UR/FT C5 6 339 LB/FF 334 LB/FT 125 LB/FT 3 681 LB/FT _ - 670 LB FT 250 LB/FT C6:.� 9 .221 LB/FFC 13B/Ffa 178 LB FT ,21531.8Ff° 323LB/FT - 332 LB/FT - - 3 663 LB/FT 755 LB/FT 646 LB/FT C7 4 232 1B/FT 235 LB/FT 183 LB/FT - - 3 310 LB/FT 315 LB/FT 244 LB/FT 12 388 LB/FT 460 LB/FT 409, LB/FT - - C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 6 777 LB/FT 1921 LB/FT 1 919 IB/FT ANCHORS SCHEDULE OSEE GENERAL NOTE 9.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONE C.BLOCK WOOD. STEEL A 1/4.0 TAPCON W/ ADVANCED 3.50' 2:50' O N/A 4.00" 4.00• N/A N/A THRFADFORM TECHNOLOGY B 1/4"' 0 R 3/4" SOLID SET 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' D N/A 3.00- 3.00• N/A N/A E 1/4' 0 IIYf-BUILDE% N/A N/A N/A 1.00• N/A N/A N/A TEK SCREWS INIA F #14 NOS WOOD SCREWS OR 'SCREWS N/A N/A O N/A N/A N/A 2.00' 1 4' NDS LAG FLORIDA BUILDING CODE (High & Nen Wgb Velocity Hurricane Zone)