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HomeMy WebLinkAboutSET UP-INSTALLATION1. MAN B FOIDWG IMPACT PROTECTIVE SY5MI SHOWN ON MIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERUIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (BTU EDITION) OF THE FLORIM BLUING, CODE MIS MUSH, IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES (HINW) AND OUT OF THEM (NHNR). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (H ) & IM (NMMZ) OF THE ABOVE MENOMED COOS, FOR A BASIC WIND SPEED AS REQUIRED BY ME JURISDICTION WHERE IRIS PRODUCT TO BE INSTALLED FOR A COMMONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT ETLCEE'D THE MINMUM ISO. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO YERIEY THE ABOVE CONDITION, ULTIMATE DESING WINO LOADS DETERMINED PER AME 7-10 SHALL BE MST REDUCED TO AS.O. DESIGN WIND IONS BY MULTIPLYING THEY BY 0.6 IN ORDER TO COMPARE THESE W/ MAIL (AST.) DESIGN PRESSURE MONGS INDICATED ON SHEET 13. IN ORDER TO VERIFY THAT COMPONENTS & ANCHORS ON THIS PLO, AS TESTED, WERE NOT OVERSTRESSED, A M R INCREASE IN ALLOWABLE SIRIM FOR WIND LENS WAS = USED IN THEIR ANALY56 A DURATION FACTOR M . 1.60 WAS USED FOR VEWFICATON OF FASTENERS N WOOD. FOIDWG IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESLSWNCE HAS SEEN VERIRED IN ACCORDANCE WIN SECTIONS 1625 & IMAI1 OF THE ABOVE MENTIONED CODE AS PM TESING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. ORLT.L), HURRICANE TESTING LABORATORY (H.Tl) & AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. TAS-202 AND TAS-2D3. AND AS PER SUBMITTED STRUCTURAL CUCULADONS, PERFORMED AS PER SFEMN 1616 & 1601 OF THE FILIWPI BUILDING CODE 2. STANUM STEEL SHEET METAL SCREWS USED AT SUM G) & ® SHALL BE 0 10 a 3'. 410-M MINIMUM SERES W/ 173.6 Lei YIELD SIRFNCIH & 137.4 WTENSILE STI IH. WRENS SHALL BE COATED MIMI XRAN 5000 SERIES fl1ARDPOLYYEN COATING. AS MANUFACTURED BY WHREDRD Co, BOX W7. WEST CHESTERPA. 19MI. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCATRIN ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH MR 606.E-T6 ALLOY AT SUITS SHALL BE Fy-25.9 W. 4. ALL SUM TO BE STANUE STEEL 304 OR MO SERIES W/ SO Nei MU) STRENGTH AND 90 IOU TENSILE SBdNOTH OR CORROSION RESISTANT COATED CARBON STEEL NW/BUILDIX TEN SRLW9 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.13.4. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALOY WITH ALUMINUM MANGE 5. BOLTS TO BE ASTY A-307 GALVANIZED STEEL OR ASI 304 OR 316 SERIES STANLESS STEEL WITH 35 Mai MINIMUM WELD STRENGTH. 6. ANCHORS M WALL SHALL BE AS MLL - (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4' W TAPCON W/ ADVANCED MRFADFORM TECHNOLOGY. AS YANYFACNRED BY I.T.W. SL DDL INC. TO MIN. Fc-3192 psi. - 1/4' 0 A 3/4' SOLO SET, AS DLSIMBIAIFD BY ALL POINT SOUD 11 ANCHORS TO YIN. FP� paL 1/4' 0 CRETE-FLDI. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO YN. hW350 Pit, NOYS, j Al) MINIMUM FMMMENT OF 1/4' 0 TAPOON ANCHORS OR 1/4' 0 CRETE-FLIX INTO CONCRETE IS 1 3/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 11 A2) 3/4' SCUD SET ANCHORS SHAG BE ENTRELY FAIBEDDED (7/8m) INTO ME POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 I-20 SS SCREWS USED SHALL BE 1 1/2- LONG MIIMUY SHOULD STUCCO EKIST. A3) IN CASE THAT PRECAST STONE PRECAST MNCRM PANELS, OR PAVERS BE FOUND ON ME LISTING WILL MAR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al & A2 ABOVE. (8) TO MSTING CONCRETE BLACK WALL' ASIM C-90. - 1/4" 0 TAPCON W/ ADVANCED MREADFORY IEDNNOLOGI', AS MANUFACTURED BY LT.W. BURDIX, NC. - 1/4' 0 a 3/4' STUD SET, AS DISTRIBUTED BY ALL PANT MUD SET ANCHORS. - 1/4' P CREME -FLEX AS MANUFACTURED BY ELCO CONSTRUGTION PRODUCTS. N0�- B1) "MUM EMBEOMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CREIi INTO CONCRETE BIOLK UNIT IS 1 1/4% MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 11 WA 112) 3/4• MEND SILT ANCHORS SMALL BE PERMITTED. EMBEDDED 0 S.S CITE THE CONCRETE BLOCK UNIT. NO IOU EMBEDMENT INTO STUCCO SHALL BE I* MINTED: 1M WALL SWI SCREWS USED SHAM BE 1 1/2• LONG MINIMUM SHOULD STUCCO IXISf AND 1' MINIMUM FOR WALLS WITH NO SNOCO. 6.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME IX611NG WALL, S ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE SCANNED BY St. Lucie County (C) M METWC WOOU FILWE BULLRING: C-0.46 MIN. - 1/4' 0 TAPCON W/ ADVANCED MRMFORM TECHNOLOGY, OR 1/4' 0 CREME -FLEX, AS MANUFACTURED BY ITN/BUIIDEII, WC C ELOO CONSTRUCTION PRODUCTS. RESPECT Y. OR 0 14 NDS WOOD SCREWS OR 1/4' 0 NO LAC WREML NOTES: C.1) MINIMUM THREADED PENETRATION OF 1/4' 0 TMCON OR 1/4' 0 CREME-FUIDI OR 014 NOS WOOD SCREWS OR 1/4' I NOS LAG SCREWS INTO ME WOOD PRIME UNIT SXNL.BE 1 1/2• FOR Cl THM G AND M TKRU CB CONNECTION TYPE. AND 2• FOR CS, OR AS INDICATED ON WOOD SFCIWNS ON SHEETS ID 1XNU 12. NO MPFADED PENETRAB N! INTO WALL FINISH SHAH. BE CONSIDERED AS PART OF ME MUM THREADED PEuEMATON. C1) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCDN OR 1/4' 6 CRETE-flEN OR 014 NOS WOOD SUM OR 1/4 P NOS L.AD SCREWS ROD WOOD SERAIL BE AS SHOWN ON SHFE15 10 MRU 12. CZ) IN CASE MAY PRECAST STORE. PREWI` CONCRETE OR BRICK PANELS, MEER OR PAVERS BE FOUND ON ME IX6TWG WALL ANCHORS SHALL BE LONG ENDIKH TO REACH THE MAIN SUBSTRATE BEANO SUCH PANELS. MINIMUM THREADED PENE IAMIN SHALL BE AS INDICATED ON HERE C.1 ABOVE. (0) TO EESTNG STEEL STRUCTURE: FAN U CAGE. FY-33'KS (MIL) MXTERML -1/4' 0 TV BUIWEX TEN( SCREWS, W/ DILL THREAD PEHETRAWN. NDFES: D.1) MWNUY DOGE DISTANCE OF ITN BUIROIX YEK WREN 1•. 7. ANCHORS SMALL BE INSTALLED MUOMNG ALL OF ME RECOMMENDATIONS AND SPEGRCATWNS OF THE ANCHOR MANUFACTURER. 8. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO HBURE PROPER ANCHORAGE MIS SNUFFER SHALL ONLY BE ATTACKED TO CONCRETE, BLACK OR WOOD FRAME BUILDINGS. S. EACH UNIT MAST BEM PEAWNENT UBEL IN A MBU PLACE WITH WARNING NOTE DURING PERMS OF HURRICANE NOCMNN45' HOME OWNER, TENANT, OR OTHERS. FAS. MUST PROPERLY CLOSE AfEMIXHECFS AND MWE OR LOCK ALL I, PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED ON A READLLY VISIBLE LOCATION AT PRODUCT W ACCORDANCE WON SECTION 1709.9.3 OF THE FLUXIA B IIUMC CODE ONE LABEL SHALL BE PLACED MR EVERY OPENING LABELING TO COMPLY WITH SECTION 170191 OF ME FLORM BUILDING MOO 11. FOLDING IMPACT PROTECTNE SYSTEMS INSTALLATION SAW. COMPLY WITH SPECS INDICATED W MIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS PROVDW BY ME JURLS9ICMN WHERE PERMIT 6 MILLED TO. 12. (A) MIS PRODUCT EVAL ADICN DOCUMENT (P.ED.) PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PROWDE NFORMAMN FOR A SITE SPECNIC PROJECT La. WNERE ME SITE CONDITIONS DEVNTE FROM ME P.ED. (B) CONTRACTOR TO BE RESPONSIBLE MR ME SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MIS PRODUCT BASED ON THIS PRODUCT WAI.UATON WCUUEM PROM HEISHE ME5 NOT Ofl'NT: FROM ME MMOIMNS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONIRI4701Y5 REBPoHSIWLIIT. (C) MI5 PRODUCT EVALUATION DOCUMENT Well. BE CONSIDERED INVAUD IF MODIFIED. (D) SITE SPMRC PROIECTS SMALL BE PREPARED BY A FLORIDA MISMED ENONEER OR MCHIIECT WINCH WILL BECOME ME ENGINEER OF RECORD (COB.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD, ALRHG AS DELEGATED wGNM TO ME P.ED. ENGWEw, SHALL SUBMIT TO THIS LAMR THE SITE SPECIRC DRAWINGS FOR REVIEW. (E) MIS P.ED. SHALL BEM ME DATE AND ORIGINAL SELL AND SURNAME OF ME PROFESSIONAL ENGINEER THAT PREPARED I. THIS DNAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING WOE (High & Non IBgh Vtlocily Hurtirnn4 Zone) m 2Wn ruED9 wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° W: LL E�N�. FOLDING SHUM CORP. " ]WY IR16MMf ft]LT yH LINO a Lry91HFEKINO COYTAIN] w-"'v Ii'L°o-'eN3-N]F ]' 17-062 �Eb-OY'0]IB mWe Nm� MAWW' Ile M6R 1 R 1] FU.U,A a F] 41. um• THAT 606E-T6 ALLOY (IO BE USED FOR ALL /NSTAUATIONS, MAY bNCLUM PERFORATIONS AS PER OETAIL ON SHEET 5) ® WALL HEADER 606E-T5 ALLOY ® BLAT WINDOW 606E-JB ALLOY JO JO E E UsEo R HIG ER AROW GR40EY MR ONS MEASURED AT W MM OF OPENWG SEE COUPo C%I S 20. 21 & 22 ON SHEET J.) Z" MAX. B.O. Sf4ATAD TRACK 606E-W ALLOY "606J-TS.A(LOY ALUMINUM ANGLES 606E-76 ALLOY ® LOCKING TUBES e o i•� AT CENTERPIECE• ®CORNER POST ' 9p Rv $ 606E-TB ALLOY 6o6J-T6ALLOr _.Tf:'•.,<OHIDP�`a[�,D� MIN. 28 1/2- LONG ® RAIN HOOD 606J-75 ALLOY FLORIDA BUILDING CODE (High & Non High V OW11 MnW M. TITAN II FOLDING IMPACT PROTECTIVE E C O um FOLDING SHUTTER CORP, a pew[OIWa LOMPINY ,a%G XFY[IPf[[ gILS • m. r�u arena n vlw XET VNY BGC11 R ]HI] ��aMeMaW�rom�l-1Ni �;IW}[6�w �[[l�l Hurricane Zon N tlV[il W' W49/n 17-082 ouvvw M m ]mu - TO 10 BE USED AS AN O ly fie to An INs>NIAIKWS ANDER Des ED1,L ANr lMC1uDF PEM'ORAnQNs AS P£F )Wa pETNL - M .. (2) 1,0400115 Y4Y BY M ONE SIA> SPACED VIM 24-APART (MAC BYERY 10 SLAU). TYPICAL ALTERNATE PERFORATED 1 SLAT WiNDOW ELEVATION (LARGE MISSILE IMPACT, UP FACH 510E MNDDW (Sf£ TABLE 1) sw-W 2) POLYGRBGY4iE pLE1WNG nINNW (EEL 1A81£ I) - MAY. (2) WNWYAY B£ IN WE SUT SMCEO A UMMUY OF 24' APA4T. NIIH 12' MM. fAOY £NOs Cl, SUT )OP At BOTJO.V. lO2FN!£RPIEW5 N 2(f NOR ATECOWERSNCF PRODUCT. ® SLAT i67NDOW DETAb n. ent) IIIpwn a $ 21 z_cLrn ©2 SNAP —Dv END CLIP TABLE 1:. SOURCES FOR & i nPLCLL P.N'LRI65 AWM40 GWIG3 516fC W101'A)M1L ROL®.YE 41iliNl / abEA4E pLATIM IJGMYNgL6V J/ IFXAV IN PEON S vawWUM. c Gwmr Am onz 0.043 m/IR 0.043 w/ai DO DAS 1 ftN9(STF $IISNCIH n5'IY v.WO O.W. 9.500,A1 R AT YIN➢ ..Q,Qo ASIN ONO ONO 13.SW P.LL p.11. , fl£XIRV. MWIIW$ s ISftl N. NO.OD] p.wL N5.0pp Rom[ SAOD, rwicxTo wo hD70"l Arn pace Ie n-m/Ia n rt-m/tl� suME pinery ASTY Otto na t N.5 s W .TE OF B."INE ASIY OSaa C-1 CLA55 C-1 GAS$ SOlF lenTION ASIY DION 1060 •F tap •I ffi:WBItlp: /SIN 010 mum snamTn . ellemFRwO Aona Om. 9]W pa.L 5910 P"w;. TVIIUK Inholi BITORE NFALNEAIND ASM DIM 11461 0.z6 6.S:A p+l TABLE 2: SOURCES FOR nAm6� �� rm [aBx^v rnlaL P.@^£F116 �A,a,� pLAGr xnav PAm � spareye spoo" DFANIY ASTY D)vz D.OIz Ie/n' MECIVC NECBetllfel: iN91E tlm $p ASTI DIN 1a.=500(l R.1, AT SIRMDIN Pi llE1D AST. DNA 15,W0 p.el. TAD(VL ,P[ , NDpOLUS NwecO ASiY m90 650.00pal. N I,, ND0.6 ASN oz59 li-Igkn COSF)IGFNi 0[ pRNYML womix N ASIY Into e.3 x 10 N/., MUW&NY ul Be -t Ymnlic rmW ,.NE A61Y ONIt `AO'p FLORIDA BWLDING CODE (Nigh h Non High TITAN II FOLDING IMPACT PROTECT1V E C O 1ec. FOLDING SHUTTER CORP. )tag npDbOok.!, [namauxa cDWANT `N�y Ia Ii t=U .-nn lam 33, OTIMI Rom' n _'IiNxCOOutl.[om mJtlOYgMWwxom Velocity Hurricane Zone) E SYSTEM" BY' NL. CTMI ) m[ 1,0bFi Q>�>pp pwjj>r� ® (2) 4 OR 5 USE (2) AT O.C. UP FOR TO 99' PANS n 1 1a (2 1 i _ I SEE TNO CONNECTION DEWLS ON SHEET B M. TE HEIGHT, FOR �\ O O+ O+ 1'6 CONCRETE CONCRETE BLOCK OR , WOOD INSTAMATIONS. 9 + 10 9 + 10 + 13 O O O O O ;qjI L ELEVATION A N. T. A NOTE: SEE SECTIONS I THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6, SEE SECTIONS 7. 7A & 79 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW. 78W. BW & 14W ON SHEET 12. �or (3) W/ Q3 , 16 , 17 OR 19 R0 ♦ NOTES ON ® & LOCKING TUBES ® AT©& S). I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE (3 AT 30. O.C. AT 30' D.C. FOR BRANS UP TO 99-. USE THREE (3) FOR LARGER SPANS SPACED AT 30' O.C. AT MIDSPAN. CONPoNENT MAY FOR SP LARGER THAN 99' UP TO R INST D INTERIOR ORE ERIOR SCREWED TO TAPPED EMERPIECES 4QOR . LOCATION OF SHALL BE AS SHOWN ONTYPICAL ELEVATOR. 2. (2) LOCKING TUBES SHAL,ALWAYS BE USED TOP & BOTTOM AT P(IOOUCTS CENTERPIECES B 4 OR (SCAT ALL INSTALLATIONS. LOCKING TUBES 7� SHABE SECURED W LEVERS -AS SHOWN ON SHEET 9. ,®+ (i� , "9+11 1 SEE LIMITATIONS FOR ® ON SHEET 2 TENS •'•.`'P FLORIDA BUILDING CODE (High & Non Nigh VPIv°ity Hunic°n° Zone) 44167 j 02°11 m[m Na TITAN II FOLDING IMPACTPROTECTIVE SYSTEM N1 *I IL ECO Ere. FOLDING SHUTTER CORP. MtL EE������..�� `� 1 1in7^••' `L✓✓,1, TWl ffi9NG & [N91NCCRIN9-C9NWJIY 7if. M1aOM1 �moYi a9CY NII! PMM BEYJI R .UIt] I J-052 ...... �4�IJ[,ncONL m-mmaly R1tIINArNN MJYm^ pYMIN° Na Ate— L/(pYli(i[/W1E J..1 s. WKIm A nPf. RCW01 W. E NI[a u qRL 4 0[ 13 PWRW M.CNEIE - OR CONCRETE III (SEE SKEET IJ) \ W MINUL RVN MD]0 OPIEINN. PNH HIM PWNED NNGfTE IX6MC HIM WRIICNWL w.Yy hmsws �(NW-HRumw 7/iAn (xOx_sTRANN—) REWINIa. ��MIY (DECORATIVE xFI➢) 010.F ], M SM.E. W/ OJ]J LONG NIlOn 1 Ou5XH0 W/ A 0.1'A' IONo TOP YGnIX1 O.SOJ' 0.16JSO.Po' OA. Me 0345' IA MO DOJO• 0,'n3'LONG BOTTW SECTION omo- D.D. AND W �ER 02 0 ' I.E. m!"IND FA (M.) ME (fol um. sEnANAnW E To GIANs 1 J0 • Pop NVEiS, O.C. Is- It./IN' I YIH. SEPIPATpN nPm1l wi�lw ]XREMYOIU PWROO CONURiE m OR I EL[o M CONCRETE &OCN cumo �2 ( SCR40114E 1 o! (: w" "Reaft .ENEET l of �5 y CRS1-race / ,.3/ 5 N CFEmm W/ , J/e' ®1 d Ij� 1 91 AN. f110E0xFM 0 0' O.O i� CONCRETE 0 CON I Ofl CONCRETE OIDCN r1 wMl REWRFD. I zl0f 1 0! I —I •i R MIM OLOCN dl 1 � � 1 ( c ? 1/4' I ON11. 8 � nIle. ft . I. ICJ' G.S. S1L5. W/ InY� w - fM4i'ICN of (119ro o0noumON o s'4xGs 1ELm+nar (EEE SHEET 13) LGNG(try. TOP). o 3/ AT WALL FACE MOUNTING INSTALLATION n N mane R011£Ir HousHG (IYP.) SECTION 2 asTE-nEn W/ , J/t wx. EPTeEvuExr o a• D.c. WALL FACE MOUNTING INSTALLATION heir SECTION 1 1/E•—� ° e °EN SMMG Gr, 91N NFAWNiD (WIN. N. Po-LCR bi fAO I M INMREO CONCNflf IHWM SPAgxG YY.) Chs" NW SITVJ L WALL MIN (DEWRAINE SW ;9I WGIGERED ANCHO SPACING DECORATIVE WALL TRIM TRAPPED D 6 ......... A. "I MOUNTING INSTALLATION SECTION SECTION 3 INSTALLATIONS TIP'vZtvk PAP AS.D. DESIGN PRESSUPE RNTINC�RDASBUILDING �10ENSB/T! :A & CONCRETE BLOCKCONCRETE CODE (High @ Non Nigh Velocity Hurricane Zeno) BG1E: N.T.S.* �• O, g16T 0101] n1Em TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ou" on NDi FON COMBINATION OF SECTIONS,�' E.D. a EDGE DISTANCE 9•• * *; IL�E C O FOLDINGme SHUTTER CORP. 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTA11ATION. (SEE SPECIFICATIONS ON SHEET 13) .E� /,. {�, 11� •=. <sls • .., „..• �1 Ewn. P NDISInfET FIACC lulu I[ST1No l [NOH[CRWO COYPANT rear Nun, N. J.wn None. T a. a.. wa uaua n ra rrtsT �" -oez � O 116„r rP AL E-`G �,_,on. to a o_,v, ,<aDb a TI il: Dlnowod.com loKrNmW WiNmm mean ne 1 SEE NNRATIOG FOR OPI SHEET 2 ®/}('� �_ • P.E. 9FAyafHMIMI/oaE WN.IDI A NN'h. Pf. w PEONIA Ik. / HIE] n at 9Mrq J H IJ 1/4"1. 31e TOO SCREW OR 1/4' 13/4' BOLTS W/ ROTS A WK NER O e' O.C. Po11RE0 CONCRETE OR 0.060' NICK S.6. I I I WxCPC1E BLOCK WNL REONNFD POLLEA NWANO I uIH. ]EyMU110N I ---(SEE sonnuLE y MIN. JEPAVgNIN (SEE SCHOX E 1 WOOL'Ipl G CO, OPIIGN.LL RYN M000 (NON-STIRKIURAO ( ON SHEET 13) iFr 3 j qi SHEET 1] ) I O! (SEE SHEET 13) E 4 T /IOa3' SS. SY.S. W/ 1/2'0 IIIFANYF J/Ifi' ALUM. µ1EA1N1E J/I6' N.OLL $4 J/6' EONC MWW BYSWNOS IpP RM1E15 O 3' O.C. POP PIVC15 O 3' o.G I ,gyp( I.N AT Raffle AIPW.i AT PF/R. NWSWOP)(MF'T 1 KNOWN a.m.. (M.) I e J• 9_ I EO. EO 9 3 I - J/IP" A.W. POP RI I �`i 3/I6" uvu. POP M2]5 0 0 10' O.C. BONI SW6 O 10' O.C. am SOiS / OR& .WCHa 3/I6' NYW. POP E0. EO GR NTAMN 010 ]" iS SMI IN/ a VATS O le• O.C. GS]]' LpW NYLOx We NW0 W/ A 0.150' I OW. DIM / PLYI tlW. SFPNN1pN IONO TOP "No" O.SOo'I TO GLASS 0.2]0 a0-0]0' VLTRAFAB MM JII" KNOCK) $ REWIIREO 1/2' MR. RWRED• 0.D AND oS,]' La. AND o.zu" LONG ERllfau ISEE SCHFllu1E ]LCRON ON S rr 13) yip me I Or a,5 _ y VP' . LWC66 OR y ? / 1/A- IIRW VOLT W/ C.320" O.D. AVD� oa.s' L6. GIVE 0") T Avid ANC1pCIRIlw O.C. WWKSH NN O W O.C. On,1/.' That BOLT W/ o y�A WA91ER 6 NUL O 3' D.C. . TAPC OR PWPFO CONCRETE qi CONCRER BLOCK WNL C [REIE-fLEN INCMOIS 6' O.L. VC GN I I or REOYIPED 2W OR 21r.1 e / CONCRETE OR CONT. 6OR 3/16' KOW T OMUMNGRE fi0�T6 CONT. ACM. ZNCAEIE BOOK WN1 "M. ANC SE AWM. NIOIE OR BFHE PLATE. PO RIVE PO IeVE15 O ]' O.L. U' 9 REOURED AT REAR. _S_TANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION-5 INSTALLATION SECTION-6 W SKI(. AS.O. -SION PRESSURE RATING- +66.0. -66.0 PSF YA%. AS.D. DESIGN PRESSURE RATING +66.0. -66.0 PSF n93 sxj g 9 4 5 • 3 3/16' ".. PCP RNI I, F I O.G BOTH SIOE6 I NPI. SFPIPAIIW i0 OL153 r—GAS sdEWIE ON SHEET 13) 1 Or t2 0. &TENUELE0 I ! ANCHOR ®T / .LLTFAWIIE lEG WIIllD11Ml(SEE tlOR ORIENTATION SKFET 1]) Y AIKMCA ORIFMATITH 1/,'I 3/4' TL13 SCRG W/ • W PoIAiE9 WNCPEiE 3/6" WASNEP OR 1/A' I J/1" /%n CONCPflE BLOa( NHL READ; W/ NM 6 B/B' WISNER 0 W REQIWEO A'0. e �3 BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 (six sKurr 8 N � 0.. E0. 1/.Y I ]/1" TEYS NNOR OR 1/A' 13/1 BMR W/ N= PWRED CONCRETE 0.R A 3/v WARNER to6' O.C. INSTALLATIONS Cd1GflE BIOCNEK01WAmLL DETAILS INTO CONCRETE & CONCRETE BLOCK 13UILMOUNTING INSTALLATION SCA1E N.T.S. N134A (BOTTOM) 36 R RIDA BUIWING CODE (Nigh A Non High Velocity Hurricane Zone) NOTE FOR CONBINAT ON OF SF(:T ONS ] NO. 44IB% '( * m2O1]iNTrW . TITAN II FOLDING IMPACT PROTECTIVE SYSTEM gy m' 1- NOUNTNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTAWTION. E.O. - ENE D17MCE (SEE SPECIFIGTCNS ON SHEET 13) 'q 3 9xL4{A'1`./ IL E CO Ex�. FOLDING SHUTTER CORP. OrAO/I] aDE �'. � . r�(.Qti N. 1[STMO A CNOI...NING CORPANY T SEE ❑NRATONS FOR ON SHEET 2 ® � 31 '•. YITt avmnPvi4 ~•41� iAyl PYII PEVOL itNAJaY1J M�161TW'aMtl.awT _ /.�.Mm - ! 6 I' ONnI EN WWtGPoLmt-t41 OR1VXa8Ne . V{: 6PIY/WFNA&[/WR WALI.Y ne" ".. PL RORIW U.. 1 .167 nzd $NECf 6 0r 13 Y,N POURED ••• YLJ [ /IONJ• S.S.SAS. W/. 1/2-0R0L]YS O.ya•0 mp.) a/4 LONE NrtON BVSWN6 J Rr, TOP) MO I• LONG (Try. g BORON). IXCEW AT RD.1ER I N015W6 (1YP.) /10 a ]' SS. 0.]TJ• IOHE HTAN N"N J/I6' NYY. 01 WINS W/ A 0.I50• PCY RANTS LONG w SLCIpH O.aW' i O IE' 04. 0.0. AD 02_LE. .WD COM. 0.16110.])0'.O.WO" 0.i IONS B.D. VLTRKIB W sECIION 0.Jz0. 0.0. ANO SIDE BlRlpvlxc EA sOf aEo• Ia. I I i or I NO, TO CU53 scnmut[ F I 1 or ON W BxEET ❑) ® 1 1• TE6 BS 00. gPLbXN. NNN OVM➢ 1/60-JOYI' S5. u5 WIM XVE Y WM19ffA • 4' O.C.1 (NON-9NUCIVRIL) .V.iERIMIE J/IE' KYN. ,(IilFryll('IN(E{.'I PoP RM1flS O a• O.C. AT RFp9. AWY. IMfl POP S o Io• oc. BOTN WES ' \ KLL `• MIN. E.D. I I • M.N. CO. — ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCALE:reil NOTE roR CGMRINATION OP s[C110u<_; / E.D. -EWE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 1D),IN ANY WAY TO SUB ANY INSTALUTION, } SEE LIMITATIONS MR ® ON SHEET Y n u) EOCE CP —51/96 MFIIC•m" 1 MIN. SEPARATION TO GW (SEE SCHEOxxE 1 ON SHEET ) J) OnORM, RVN WMD (LION-4IRUCTWW) E y+e• ALW SO' "'E.� wP wHTs o Y O.C. AT Rm E :3 MAIN. MN RIVETS O.C. BOM 9IEa COIEECIYN 0L�J (SEE C IJ) YIN. E.O. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM m*"lf]:ill7 FLORIDA SOWING CODE (Nigh h Non High V L= i ' TITAN II TOWING IMPACT PROTECTIVE C O EME. FOLDING SHUTTER CORP. IOI NRL RIµNO�CyOYPy1Y NUMB..ATJT RAN SNUX a J'MI3 uo0ap Ifl�-�YIL11Y Rh: I.., eWprRWmmm TO. Z...) pwN Er: Y.L OP 1 /41 LYCM mw DT=.n, . V.•maLwW ' ac. wlwmnwur. im wur '1000` TYPICAL EIFVATOM 04117 AT BOTTOM) �ua.Evw.3rv1az1'�owni� 1. :i]l1 R�u y ulWq Ul� 605I-1. .01, A No..44167 *1 TYPICAL 0EVA10ON E"IF AT MIDHEIGHT) 7 SEE U.9 T0N5 TOR 0 ON SHFITSHRT Y TABLE I: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE SIZE MA%IMUM PfSPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA.ENDPER NUMBER OF ANCHORS END OF TUBE TOP OR BOTTOM TUBE TOP OR 80TTOM TUBE TOP OR BOTTOM TUBE 60' 106.0' 13 8 2'.4'. 1/8" 96" 85.0' 17 10 14C 69.0' 13 8 BO' 117.0' 17 10 2x4%1/4' 96' 110.0• 21 12 144" 90.0' 21 12. 80' 109.0' 17 10 V1 -XI/8 " 96' 100.0" 21 12 144' 81.0" 17 10 80' 124.0" 21 12 2'x5'x1/B' 96' 114.0' 21 12 144" 93.0" 21 12 IF . µ50 . xI....., InilNUilen ONLY . mL .W.1...1 14E SHUTTERS NOW AB]VE M BELOW ODES NOT MOD THE W. PRODUCT SPAN %am ON TAMU: 1. TABLE 2: W. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE 512E LLWMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH E0. END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'.4'.1/B" 96" 60.0' 17 15 144' 48.0' 13 12 80' 87.0' 21 18 2'x4-x1/4- 96' 79.0' 21 18 144' 65.0' 21 18 80° 77.0' 17 15 2'.5".1/8" 96' 70.0" 21 18 144" 57.0' 17 15 80' 88.0' 21 16 2".6'x1/B' 96" 81.0' 21 18 144' fi6.0' 21 1B 1[ Z• 1 •L i� 1 FLORIDA BUILDING CODE (High 4: Non High Velocity HUnicone ZI 02.111WFL0 we TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °ai IL Eoe FOLDING SHUTTER CORP. FE9,Hz1 0 R71 R"�F1110 ° / .. nno a LH4I«ELa«o wWn«r..�.u. 10. tl."W LMDP.1.n en" _'"'°n-.n� A n1 nTl 1t Rom" Uo. F 4,107 91ER e n/W. / i IV. mm �Ii/Pd/fy� a. \\ I X.\./ eI BUILD —OUT END CONDITION a• eav BA31s ax O.C. m¢1j EXTERIOR (ta I°DuTFw °0-roau HORIZONTAL SECTION 20 ro «µ xcm¢aina sscrnx w ini� m�`imnx * MAY VW AT UST SUIT AT TRMPED YlSTN1A1N1Lg nv�w/mm:-nm 1 SEE WITATgKg FOR ®ON SXR7 2 x,o�°Ya o 1F nc. ro miavm wwclwe NOTE 1 ONE LOCKING TUBE, PART P SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EKTERIO�Ra OR INTERIOR CENTERPIECE ©OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE V A 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 IWO R WRH A 0.120' o.A. HOLLOW PIN. THE BOTTOM 1.100' OF THE 71P SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'4.475'0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE @ A 2-PIECE, THERMOPL S11C LATCHING MECHANISM MUST BE INSTALLED, ONE (1)PIECE, 1.375' LONG, µTH A 0.366'xO.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 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED WTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL F.ANCE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) 3 ciAu JTm•(nv.) OF W a h a , O END LOCK ANGLE �/� J/x w NNa 13. OS NfWZM10. $ECIMI OF smanVo m 3xIFReA) �L END LOCK ANGLE IWZUn4 SFL19. J/e' RR sa4xJ � imim ro o¢ mrtmmac . e• ae ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL xooTarmt senax RORIDA BUILDING CODE (High @ Nan High Velool7 Huvkane Zane) m 301v °L 'o W' TITAN 11 TOWING IMPACT PROTECTIVE SYSTEM 0P 11 w' YL L E C O 3xc. FOLDING SHUTTER TARP. °' ./u nw1 1YSTNaY: 3xalxrLRlxa coYPlJlr alVa �� PVR em vux n aMO 17-082 •-"`ia-°mmL°nAOi "° 1YIDmx�ame� auaxa w w mAml i.. v.c Y e1,=" ur. wIm vl[[F v KIJ A rre aw]a a a•.r S I A PLAN VIEW A —A EXTERIOR ELEVATION � p s wa IIM ]NtlE�% \\\,\ OF P CI= Ike I ,• `�, 9I OPTIONAL SIDE ANGLE m w• .. vt ma m vie• wn arrt]s vm •xna ro mea wa xu.wv�NT(w eortou as ro ewa la uauv®) '-BCt Mqu'6 u N�oc ro Me ® e nawrs/woa-M. ,\�,y � �M � E M] µdfq$ O B• OIl �. � ane• wr m+m w i/.•. ap•rzes 3 mmm mucnva $. • tr ac ' _ • ... 3 .n• s. yc CORNER POST ISOMETRIC 0e...]]m Nm mnalvaes) �0 � do naxs w+az M] END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) Icu. dti)ei CORNER POST xaamma Uc FLD M BURRING FADE (K9h a. Nan K,h V.1.6tF H.rt.'..e Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM . er: FOLDING $HUTiEk CORP. ]M9 1.915M¢i N]3 .m vNN s;Cl n avu � IMhW}ynl am pa.e� WN/q n]L MY 1 17-082 ouvw w Men wsn OFDD. FNN NCW (Npi-SIWCNIW.) Tncx ss llDs ss. s.us w/ ]/z. up• nolawc foxc nrlNv eu%Mas RrP Twl un I• ur+c Rn. omraM). Ex¢Pr � AT Rg1FN xcuswo ITMR.) SS. SY.S W' / 1 Nnoo J I ]/IS ILVW TOP RrvEls. o IS' oc mm W LOIQTgN cT "G Top W/ /. a130- U11W TOP S YmD CPVT MIOU27W 1 0.0. NIO 0 4V 1 AYO aoo MTRAM I Of OTT 1 0 R2T' INS BO110Y IeEANER SLLIIW 0.]]0' oL. M0 �(T a)a. SIWPFINO FA SIDE (� T ppp Id • V 3I 1 tl . o N 2'a3' CONT. (SFE SMFWIE I Of MFAOOi Do %YET 13) } DI �rau Twlsn WALL FACE MOUNTING INSTALLATION SECTION 1 W 1 SEE LIMITATIONS FOR ® ON SHEET Y NOTES NOTE MR COMBINATION OF SECTIONS: I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE HAVE A MIN. SPECIFIC DENSITY OF 0." OR EOVAE 1- MOUNRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. /..POP 0 IS' O.C. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) E - •,-✓ :. FEORIDA BULLRING CODE (IfgN h Non 1GgN Velocity Hurricone Zone) NO.44167 '1 > O $01r nTem Wo. TITAN It TOWING IMPACT PROTECTIVE SYSTEM TL EGO ]we. FOLDING SHUTTER CORP. 3i]�paAMl Y 1lft bHl]_ O MI[I' O � ;;' RI ... tlM•4m-TRN;eA®.`AwomN.Y3orur oLM.0.wm.nuo.v.n,7•• PL iLOPoO. ILL / Mle] u1u7n-x0c8w2 R � fxf[] tow I] 1< e.mwT. m/qn. —_ Vn ] J/A' TTPS SCREW aR Ile X Jp• KIM W/ NVR A w151[R o a' 04, �j I n1 Bxlsx / E0. E0.11lllr-gcnoXN. RNN (NON-STRUCNRAL)LL) /IGil' S.S. SMS, LONG NYLON MS. At I IAHG L]yp, AT NQIFR NWSINI AIIERNATE LBO I Id'AtIW WNT. (sFE xolE •) O.IaJ'dR7o'MINC 10.1PKA9 WFAIXErt I BIIIIPPING fA 510E OYPJ 2 D. i AI i µT TE 3 /I6' AUA POP RIVETS O S 09, ALE LEE AT REM. =T0,I NOTE •)1 It ]/06' ALUM. POB �I F _•10-ou wx 11 1 �I I L 1/A'/ X]/A- TEAS SCREW i I ' I%� .aJ/a WASIIars W/ Nm A 5/6' WAvvR 0 A - as. 1 'I'1' �� oneaTRN m � WNL DNSN BUILD -OUT FACE MOUNTING INSTALLATION SECTION AW NDIE A :ALTERNATE LED LOCATION AND MCHDRACE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. T SEE LIMITATIONS FOR (DON SHEET 2 4/ I/2b -/A- NOTE FOR COMBINATION OF EFC90N5: 1- MOUNTING SECTIONS CAN BE COMBINED GS (fYp TOP) IN ANY WAY TO SUIT ANY INSTALLATION. BORW). [4'EPf DYP.) NOTFc 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIBC DENSITY OF GAB OR EOVAL 110 X ]- S.S. S.M.S. W/ O37]- LONG MtON SUMSMG W/ A GIw- WNO TV smw O.600' On. AND azAs- U. AM 0.]]3' LONG BOTTOM SECTION O320' OP MD 0.245- Id. BUILD -OUT FACE MOUNTING INSTALLATION 44167 I� I YYt SEPARAG. TO CLASS (SE SCNEouIE ON SIFtT BJ) M-TFRTATE ]/la' AWY. POP RNflG O w OC. AT P A4 I I T/ —0 RAS xwD M-ZUMPAW to' uuY. POP RVFIS 10- G. WTH SIM w I-2- YW, F.1 � 2- YW. CO. — TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High h Non High Velocity H.W..V. ZDn6) mron TRrzw uc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM L E C O (xa FOULING SHUTTER CORP, NLB BIEYSPIIT RILE Ym PNu alu.R SWu mAeWUNYiN1m.7m 4P 0/1, urz hN0 ! ENOWEERINO COWANY Wa wa. cwm.n u�.. ��Mai:lNlsaPotl.Xt w�nrr-Yr m FB-ww]IO NLIFA A 16UT b.. V.E ROW W Ib. I AAI6l 17-082 P4nX0Xo ]HER 11 GF IJ n/Mr MA O PPP�IPIH Safi" DELI .--..� (NO NNtSM 1LOMBD) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (3) S/IB" F W _ _ 2- of WxTO G,Smx I plDr:&MC. mawsox s1¢n IS)(PIWIILL RNN GW1t0(NDN-STR =Ra) F3/IB' iWY.FOPRNflSO5'G ATREM. STIES rx6" MR. MDDo M. REPAIRED (NO LR . Y M4D) WNGI{N 0 IF I-]" MR. Ea. F 2" WN E0. T SEE UMITAPONS FOR @ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION dmE FDR croMBlNmou or �FFarous: SECTION 78W (BOTTOM) I,II 1- MOUNRNG SECRONS CAN BE COYBINm 1 IN ANY WAY TO SW ANY INSTAWDON. MLE SFPN Rom 1'.1• COK WOOD TO GLASS NOTES, PIA6 IED'D. (Ell my 0. I- FOR WOOD FRAME CONBTRIIC110N: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL vLVr. FUYSN 2- SEE SECTIONS SW h 14W FOR MAX. A.S.D. DESIGN PNESSIRE RATING k SPANS i 1" x x' • 1/e• .\ 606]-i6 CCM. oW IWWNY TU9E I CASING ER WOOD U,G M RN'TER 21Ar WN. WOOD AT P." Q.... GRIDS 0 16r O,G AlM'!LN TFO55[4 _ E OF IFP (]) IiYIDN 1/4' YV. RYAIXAt fASIIW SOfiIT 0R53'0 WO,p (TL /ID a ]' iYS. W/ B (MJ60ITP o.31T DN 6oxc NYLNI o.losdoo• I Tw EGo' GOB, N 2VA P I O]. MW $EGllgl 0.110" OD. MD Y N L1A4 To .00tOm1 1PlPIf4B ) IA (Iw s1EET ij src �ro.)'A "o HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) MAX. AS.D. DESIGN PRESSURE RATING .60.0• -60.0 PSF ,' 1 DPCON QT 1/a'x WLR;/.-I `'� 111 n /1. NO5 t•N.GN REM Oa .IN ` 11{4 B R, w NO$ W S03M 1T YIDMDq 6 Fp $ryD N/ o W/ ] 1 Y IYR nmuom WNEDurox wro WWD / AWO II I I 1 it III ' 1/L1 . J/✓ T_D( �• IW/ V' IDNG �\ SS f"An NIIIS hJ/A ' IDXO I II I/4' L x ]/4• TER WA m D 6. O.C. NWyxG I SGRM O 6' D.C. MOUNT TO WOOD STUDS MOUNTING INSTALLATION IONS DE.T] �C/J SECTION 14W (BOTT (BOTTOM) ` WOO "0EN$ MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF p�Y( N.T.S. ' •' v�9 n FLORIDA BUILDING CODE (6N k Non High WlOc4, HOWIcOOR Zone) j• Nor 441V y Om" SOON' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM [PYEBn I L E C O ,... FOLDING SHUTTER CORP. mm. A ONPN�LRNO LOYANT06 17 1,1�TYWT tNmuY L•/-) Yxwul ann srxu a wy, wplg4 YML 4M M iw a w11w Eovlrrt Fsmux[ h•l x6Mxs vwwrs 30 Psl 144.0' 144' 44 1W W If 35 pal 60.0' 60' 88 Ib/ft 100.0' Too- I" ID fl 144 144" 210 Ib ft 40 psf 60.0' 60' 100 W It 100.0' 100' 167 lb/ft 144` 144' 240 ID H 46 psf 60.0' GD.0' 115 Ib ft 60.0' 80.0- 154 ID ft 97.0' 97.0' 187 lb/ft l ls.o" 115.o' 221 lb/ft 1H` 144' 276 ID H 50 psf 60.0` 60.0' 125 Ib ft 89.0' 89.0' 187 Ib R 100.0- 100.0- 20B ID ft 120.0" 120.0" 250 Iblit 1H' t40` 300 It, It 60.0' 60.0' 138 Ib it 81.0' 5 ps 100.0' 4100.01 I12 amb fP. 20.0' 137 134` 330n 10 ft 60 PO 80.0 60.0` 150 ID ft 80.0" 80.0' no 10 100.0' 100.0- 250 Ib R 115.0" 115.0' 288 ID fl 131" 128" 3" Ib ft 65 Psi 59.0 59.0` 1fi0 Ib Il 92.0' 92.0' 249 Ib ft 100.0` 100.0- 271 ID ft 1260 12}" 360 ID R 70 Psl 60.0' 60.0` 175 ID it 100.0` 10.0` 2192 12` 11a- 374 It, ft 75 psf 59.0` Ilb/ft 87 IOD.O' 100.0` 313 1b f1 117' e 37 Ib/ft s 11 111" 400 If 107' -4i87Q0O0`1pp]sf 10' 4H711D'IOT `94 87' B2' lb/ft 130 of 80' 76` 83 Ib ft 140 psf 74' 70' 484 ID ft 150 psf 69' 48] WIN 160 psf 65' 62 48] WIN enDuu N: 1W WM PLL RS E PRODUR S TOR A GIVEN POSITIVE AS.D DIM= PRESSURE RATING. L-: LLV1. µ10W1RLE PROWR W. FOR A PVFN NEWIVE AS-0. O N P URE RATWG TIN& MAYIMUII µLGWABIE PROI T $PAN 6 TOO& 10 ME M6N104 OETEItMMED MONET WM ITEMill li ANO CONNECTION CAPACITY SCHEDULE (MO. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE ANCHORTYPE TYPEA B C A C A C FC1 9 425 IB/FT - 3B8 LB/FT 157 LB/FT 134 LB/FT 397 LB/FT6 473 LB/FT 418 LB FT 236 LB/FT 202 LB FT tSnTEELWOOD 432 LB/FT12 387 le - 3M .L8 FT lfi6 LB Ff 142B FT T 347 LB FTC2 g 456 LB FT - 362 LB FT 250LB FT 190 LB - T 380 LB FT6 525 LB/FT 419 LB/FT 312 LB FT 285 lB/FT 443 LB/FI9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB/FT T 329 LB/FT C3 6 496 LB/FT 375 UB/Frj 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 3 813 LB/FT 572 LB/FT 326 LB/FT. 304 LB/FT B/FT 531 LB/FT 9 466 LB/FT 370 lB/FL 157 lB/Ff 134 LB/FI B/FT 393 LB/FTC4 6 592 LB/FT 148 LB/FT 2}6 LB/FT 2L12 LB FT B/FT 48} LB/FTJ 972 LB FT 682 LB/Fi }89 LB/FT 364 LB/FT /FT 753 LB/FT9 281 LB/FT 224 LB/FT 81 LB/FT 83LB/FT B/FT 103 LB/FTC5 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT B/FT 155 LB/FT3 843 LB/FT 670 LB/FT 243 LB/FT 25D LB/FT B/FT 311 LB/FT9 r 273 LB/FT 325 LB/FT 215 LB/Fi B/FT 102 LB/FTC6 6 410 LB/FT 487 LB/FT 923 LB/FT - B/FT 153 LB/FT3 822 LB FT 975 LB/FT 648 LB FT - - /FT 307 LB/FT4 269 LB/FT 301 LB/FT 183 LB/FT /FT 153 LB/FTC7 3 358 LB/FT 402 LB/FT 244 LB/FT /FT 204 LB/FT 2 305 LB FT 12 491 LB/FT 598 LB/FT 409 LB/FT 265 LB/FT 168 LB/FT C8 a 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 982 LB/FT 1194 LB/FT 819 LB/FT 530 LB/FT 339 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY HURRICANE ZONE A SPAN HURRICANE ZONE ZONE 123 ZONE 4 5'-10- 2 1/2" 1' 2 5/8. AS LESS >Y-10" 2 5/8" } 1' 2 3/4"} TO 8'-3' >8'-3° 3 1/2- 1' 3 5/B- 12'-0' ! 0 AS DEFINED BY ASTM E-1996 STANDARD. } EXCEPT THAT 3 5/8- SHA L 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.D. (2' FOR A. 2 1/2° FOR B & 2 1/4' FOR C ANCHORS) SCH CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B---j C A C Cl 9 417. LB FT - 388 LB/Fr - 134 LB FT 6 461 LB/FT 412LB FT - 202 LB/FT 12 375 L8/Ff 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT - 190 LB/FT 6 502 LB 419 LB/FT - 285 LB/FT 9 372 LB/Ff 309 LB/FT - 134 LB/FT C3 6 469 LB/FT 375 LB/FT - 202 LB/r 3 760 L3 FT 572 LB/FT - 304 LB 1 9 445 LB/FT 370 LB/FT 134 LB/Il C4 6 561 LB/FT 448 LB/FT 202 LB/FT 7 1912 LB/FT 652 LB/FT 364 LB/FT 226 LB/FT - - 83 LB/FT Clf Y6'Y1 339 LB/FT - ;3341C8/F77 - 125 LB/FT f3� 681 LB/FT 1' 7011B/r 250 LB/FT 221 LB/Fr 251 LB/FT 21 FT sbin. 332 LB/FT 378 LB/FT :3231LB/, - - m f3F 663 L8 FT 755 LB/FT Y11J1B/FT' 232 LB/FT 236 LB/FT 1 C7 J 310 LB/Ff 315 LB/FT 244 LB/FT - - 12 358 LB/FT 450 LB/FT 409 LB/FT CB 8 582 LB/FT 691 LS/FT 614 LB/FT - - 6 1 777 LB FT 921 LB/FT 819'LB/FT ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.O. MIN. SPACING TYPE DESCRIPTION GONG. C.BLOCK WOOD I STEEL GONG. C.SLOCK WOOD STEEL A 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A 4.00" 4.00- N/A N/A THREADFORM TECHNOLOGY 1/4" 0 Y 3/4' SOLID SET 3.50- 3.50' N/A N/A 3.00" 3.00" N/A N/A �/w8 Y O%LcICR 3.00" 3.00" O N/A 3,00' E UILOEX N/A N/A N/A 1.00' N/A TEK°SCREWS F �14 NDS WOOD SCREWS OR N/A N/A 0 EEL AFC... 1 4' NOS LAG SCREWS FLORIDA BUILDING CODE (Koh & NOR mwn 14n.. (TITAN II FOLDING IMPACT PROTECTIVE FOLDING SHUTTER CORP. H.M..R ZPR4 M wAYR In: Y.L ME m nM 17-082 pMYW xe