Loading...
HomeMy WebLinkAboutPLANSSCANNED BY St. Lucie County N RAC 1. TITAN U FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON MS PRODUCT EVALUATION DOCUMENT (P.ED.) WAS BEEN VERIFIED FOR (C) TO EiSTING NOW FRAME BVRDING: C-046 YIN COURMNCE IN ACCORDANCE WITH ME 2017 (61h EDITION) OF ME FLORIDA: BUILDING ODE MIS FOLDING IMPACT PROTECTVE SYSTEM MAY BE INSTALLED AT HIGH VEOCHY HURRICANE ZONES (HN2) AND OUT OF THEM (NHVHZ). - 1/4- 1 TMON W/ ADVANCED THREADFORM TECHNOLOGY, OR 1/4- 0 CRETE-FLER, AS NNRIFACIURED BY NW/BUUDEX, INC & DO CONSMUCTCH PRODUCTS, RESPECTNELY, OR F 14 NOS WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS, DESIGN WINO LOADS SHWA BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVHZ) OF ME MOVE MENTIONED ODE FOR A BASIC WIND SPEED 4 RECLINED BY ME JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECROWUHY FACTOR NOTES. K0-0.85, USING ASCE 2-10 AND SHALL NOT EKCEED ME MAXIMUM A.S.O. DESIGN PRESSURE RARNG INDICATED ON SHEET 13. IN DOM TO WMFY THE ABOVE CONDITION. ULTIMATE CESNG WIND LOADS DETERMNED PER ASCE 7-10 MAL BE FIRST CA) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPON OR 1/4- 0 CREIE-FLEX OR 014 NOS WOOD SCREWS OR REDUCED TO AS.D. COUGH WIND LOADS EY MULTIPLYING MEN BY D.6 IN ORDER TO COMPARE MILE W/ RAVE (AGD.) I/4' 0 NOS IAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Cl WU C4 AND C6 1HRU C6 DESIGN PRESSURE DINGS INDICATED ON SHEET 13. CONNECTION TYPE, AND 2- FOR C5. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 MIA 12. NO THREADED PENETRATION HID WALL RNUM MML BE CONSIDERED AS PART OF ME REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS & ARMORS ON MS P.M. AS TESTED. WERE NOT OVERSTRESSED, A M X INCREASE IN A(�) MINIMUM EDGf OSDNCE OF 1/1' 0 TMON OR 1/4' 1 CREIE-REFIT OR /14 NOS W000 SCREWS OR 1 LOWABLE STRESS FOR WINO LOADS WAR JIM USED IN MEN ANALYSIS. A DURATION FACTOR CD - 1.60 WAS USED FOR VERIBGIIDN /4-P NOS OF FASTENERS IN WOOD. LING SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH G3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND M ME EXISTING SECTIONS 1626 & 1609.1.2 OF ME ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL, ANCHORS SHAG BE LONG ENOUGH TO REACH ME MAN SUBSTRATE BEHIND SUCH PANELS OLET.I.), HURRICANE TESTING LABORATORY (H.T.L) & AMERICAN TESTING LAB OF SOUTH FLORID AS PER PROTOCOLS TM-201, MINIMUM THREADED PEREIRARON SHAALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203. AND AS PER SUBMITTED SIRUCNRAL CAg1.00NS. PERFORMED AS PER SECTION 1615 & 1604 OF ME FLORID BUILDING ODE (D) TO EYJSNNG STEEL STRUCTURE MIA 12 GAGE, FY-n KSI (MIN) YATERML 2. STANLESS STEEL SHEET METAL SCREWS USED AT SIATSO & ® SHAD. BE 0 10 A Y. 41D-HT MINIMUM SERES W/ IM.6 W YIELD -1/4' 0 IIW BUI DEX TEN SCREWS. W/ DILL DREAD PENETRATION. STRENGTH & 187.4 kai TENSILE STHENGIIL SCREWS MAIL BE COATED WITH XNAN 5000 SERIES FLUOROPOLYMER COATING, AS NOTES: MANUFACTURED BY WHITFORD CA BOX 507. WEST CHESTER PA 19351. LI 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM WELD STRENGTH 111) MINIMUM EDGE DISTANCE OF TIVY BURDEX TEX SCREW 1'. F4� FOR 606}T6 ALLOY AT SUNS SHALL BE.'"25.9 W. U T. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECONMENDTIONS AND SPEOFICAHMS OF ME ANCHOR !. ALL SCREWS RESISTANT BET STAINLESS STEEL ST OR 316 SERIES TE 50 KSI YIELD SHQJ- C AND O trf TENSILE SIDING C E WNUFPLNRER �.� CORROSION AU. ALUMINUM CRATED CARBON STEEL 5052 LMI UTA SCREWS H A UMINU COMPLY W/ FLORID BUILDING ODE SECTION 2411.].3A. AL AWYWUY POP RIVETS TO IRE 5052 AUMNUY ALLOY WITH ALUMINUM MANDREL B R SHAG BE ATTACHED TO INSUSIBILIY OF AN HORAGEIIN TO HEWER THE . CHLY BE OF THE STRUCTURE WHERE C OR IS TO BE ATTACHEC TO INSURE PROPER ANCHORAGE. MS SNURFA SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR S. BOLTS TO BE ASILI A-307 GALVANIZED SM. OR ASI 304 OR 316 SERIES STANIESS STEEL WITH 35 kei MINIMUM YIELD MOM WOKO :TUANE BUILDINGS. UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DLRNG PERIODS OF HURRICANE B. ANCHORS 10 OVAL SHAG BE AS NLLDLYS: ( ) WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PRDPERLY CLOSE ALL CENTERPIECES ARID ENGAGE OR LOOT( AL LOCKS. ;y (A) TO DUSTING POURED CONCRETE: 10. PRODUCT MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY WSELE LOCATION AT PRODUCT IN ACCORDANCE 1/4' 0 TAMON W/ ADVANCED MREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDER. INC. TO MIN. FL 3192 psi. WITH SECTION 1709.9.3 OF ME FLORID BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1/1' 0 N 3/4' SOLD SET, AS OLSTPoBUIFD BY AL POINT SOLD BET ANCHORS TO MN. fc-3000 PaL LABELING TO COMPLY WITH BECTON 170000 OF ME FLORIN BUILDING ODE 1/Y 0 CREIE-PER, AS MANUFACTURED BY ELO CONSTRUCTION PRODUCTS TO MIA icy 53 psi. 11. FOLDING WPACT PROTECTVE SYSTEMS INSTALLATION SWVL COMPLY WIN SPECS INDICATED H MS DRAWING PLUS ANY NQRB: BUILDING AND ZONING REGUUTWHS PRODDED BY ME JURISVCDON WHERE PERMIT IS APPLIED TO. At) MINIMUM EMBEDMENT OF 1/4- 0 TAMON ANCHORS OR 1/4' 0 CRETE-iIEX INTO CONCRETE IS 1 3/4% 12 (A) INS PRODUCT EVLUATON OOUYENF (P.ED.) PREPARED BY TIES ENGINEER IS GENERIC AND OM NOT PROVIDE MINIMUM ME DISTANCE (E.D.) SHALL BE AS PER MM 13. NFORAVION FOR A SITE SPECIFIC PR(XECT: Le. WHERE ME SITE CONDITIONS DEVMTE MOM THE P.E.D. A2) 3/4' SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (T/B-) INTO ME POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE OR ME SELECTION, PURCHASE AND INSTAUTION INCLUDING UFE SAFETY OF MB NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON MS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SINE DOGS NOT DEVMTE FROM ME LONG MINIMUM SHOULD STUCCO BUSY. COMMONS DETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SHE IS ME CONTRACTOR'S RESPONSIBIUP. ' A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ME EASING (0) MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSDERO NI B MODIFIED. WALL FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH ME WAIN STRUCTURE BEHIND SUCH PANELS. (D) SHE SPECIRC PROJECTS SHALL BE PREPARED BY A FLORID REGISTERED ENGHEER OR ARCHITECT WHICH WILL RAG ANCHOE SHABE G AS INDICATED ON NOTES Al & A2 ABOVE BECOME RE ENCUMBER OF RECORD (EOR) FOR ME PROJECT .AND WHO WILL BE RESPONSIBLE MR ME PROPER (B) TO EESHNG CONCRETE GLOM WALL' MIN C-90. USE OF ME P.E.D. ENGINEER OF RECORD, AGING AS DELEGATED ENGINEER TO THE P.E.D. ENGNEER SMALL SUBMIT TO MB UTTER ME SIRE SPECIFIC CRAVINGS FOR RENEW. )' - 1/4' 0 TAPCON W/ ADVANCED MRFPDFORY TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX. INC. (E) MIS P.E.D. SHALL BEAR ME RATE AND ORIOIRA SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER THAT I, - 1/4' 0 a 3/4' SCUD SET, AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. PREPARED T. - 1/4' 0 CRETE-FTEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. HALL BE e i BNOTES,)) MAIN IMAM EEMBBEEDMI SCE 1/4- TUPCON St/ALL BE NCHORS OREET 1•]. CRETE-HEX INTO CONCRETE ®TICK UNIT IS 1 1/4'. 4L1A100 PERYIIS IN THE STATE OF Y FLORIDA D TO OBTAIN MINIMUMY� • ` �/ _ 8.2) 3/4- SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (T/B') INTO ME CONCRETE BLOCK UNIT. NO YAAyGENS(C'•y�'9 It FLORIDA BUILDING CODE (High & Non High Vebeity Hunicnn0 Zone) YMBMDMENT INTO STUCCO SHALL ULD STUCCO EXIST BE PE ITTED. 1/4- FOR WALLS SISCREWS USED H AD SHOO. SHAL BE 1 1/2- LONG ; 0, 44167 t ? mxmv mT¢o we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM PO BJ) AL IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EJGSING WALL, oT/No/IT ANCHORS SHALL BE LONG MOON M REACH THE MAN STRUCTURE BEHIND SUCH PANEIS. ANCHORAGE �A' ILL E C O TNG. FOLDING SHUTTER CORP. MR SHALL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE O 'N p5p/ N(A LILYT iCawX98�9w�AwM�6LWlIyY 4II•f FAWRN : AD T7-Dsz ONAL.j. �\i J ...indmi-,an. Dw.>•-•m, 1eoP_.o�I ONAL . 7/E ..,ma: Ul.coOaelmm Jtl.4gwW IwAWX4 w. •'pziw 2 M�LAiI AE m/Mr 91Wi 1 R1J i� I u 1, �t k. 22W" Rsx b� (a SLAT WINDOW 606J-T6 ALLOY (ip IiE USED ONLY FOR LVSTALIADONS JO FEET OR M M ABOVE OWE MEASURED AT 807704 OF OPE WO SEE COMPONEWS 20, 21 & 22 ON SNEET 3.) ® WALL HEADER 6063-IrS AIEOY ©1 ALT. BOTTOM TRACK ADAPTER 606J-T6 Zor c � J2f•. © 3/8"0-16 ACETAL THUMBSCREWS FOR ¢ & C� �a © FLAT 6063-M . L In• 201Y" IA znr � CEILING•-HF.�jDER �`6063_T61ALL0)J 1z o ` COMPONENT . e 11 l2 2' s' MAX. 0.125' 0.125' 2- A' MAX. 0.26' 026' © 1- 2- MAX. 0.062" 0.062' ® RAIN HOOD 6063-TS &LOY kQyP0NENTS FLORIDA BUILDING CODE (K h & N. Nish V°Iwt, Nueicane Zane) M' LLJ i ^ x\ •••t 02°n nrzc° °'c' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM oua�en �.—LNG• �; IL E'C0°Mc. FOLDING SHUTTER CORP. ® ATOCMNG CENTERPIECE 9-'_CDRNER POST•t� 9 `'•, T�afr�,�� xJ "._` :"'"x° a nl°wrznw° ww2xY ry'r i NOn"R°�.wu 17-082 I.�i(»p�nm.r�a�InWl--Ivl". Rt 19}MYBT1 _ O p,rar�, ,: wa.nxcam _ /plerN"J' ys¢1L1�S5re'.a "rMie""mor,u� Lull. � alm L ar n 1 -U➢ Own, BIDE WNOv. (SEE TA r) S w END W/P TO➢/wrnN, OF MIDON (SEE hME T) crow I I I I n III \.' s> D.oso- ]wcrc WNDOW (SEET NC 1) WINDOW (SEE TABLE !) BOMX. ADN'. (i) wIN00_a MY 6I LY 0.4£ SUr SPACED AYMWW nF T: A➢BO OM, II'YW. fA0.4 ENBS C'B R1r ltlP A BOnDY. m sur YDnEs:Ox(5Sf A9"O'FMA'roaeOCEoa, ➢mwvcr. ® SLAT R)INDOW DETAIL (E3EVAnwy aar 21 ZIP © SNAP—SN END CS.IP eE usm ,Er •w DmcN ]ue Au arsrAunnars ® SLAT IMMOR' ELEVATION uNDED unrr rwsvrE. wr urC]YDE FEQNRAlpNS Ar PEN TN6 0E]YL TYPICA - w% (E) MWAS MY BE rN ONE SAY EPACCD YIN, W APARr (wC EVERY 10 SMU). W D VL TYPICAL ALTERNATE PERFORATED (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) TABLE 1: SOURCES FOR 0 & D. TrrnL FFn'EBIIEa nwDwn I ,vac 4NNANIE PFiE.RM1CF / ➢rA, McYu'➢aM MO 3 xErAu rm rnav 8a5 eL sFEcaM cpAxrc rsu w9z nau m/Df Da] mom' raga lEN9LE I'm S1pC r5lrl D41a 9,WD p.F.i. 9,SD0 p..i 4 NfXYML 5wul.,s a nnD D']90 P.&I. InAOO v+4 NnuPAI uwuLvs IM rsM waD MOW O,ODO ]Ao,00D p.:l. w,aoD w+ rMY(NCD r no MY Faow.,xO Lx�e•eR:xcTl![. 111Y DISa Ib iT-m%n 17 iT-m/n OF. D:9.] V. z a uK MT MT or.. . A Da]! L-I C-1 CLODS sflF ]Sry DIP29 -r mm s ow 990 •r f c: : .LSIY 0OW NNRE SIPM MDf 638 AS1N 06]9 9]03 pat NrD p.Fl lEN9LC S1N65 BEiWE WFAMFAIxL to, '.G AS]Ir °6]e 9.61 p.w.i. a990 p.J. TABLE 2: SOURCES FOR br,�® Y\9CR lGY OLTYY rwMw. ➢mrwres BncaD+¢ EDAcr rmnv ➢A.er i:os,Yve FHISU svEcaM cNevm Am D]92 0.042 m/III• NE0 eC nmYEII=,FNBL $1NENLM F+L FUDAML aOOAV N AT YIELD . Me Ie.000 P.0 "ADO REa1WAt uoPRYS D@GGD MUM woo ASIY %90 e50400 F.LL TMDIO¢U I$Op�n Ruu ASIY p35a O.e R-m/in P ES COfF]ICIEM OF MFftNPI EFPNISWN 45M 0896 ].b a 10 In/iir'F 11 e. v-3 .M ,:,D r F11W]MPpYNPC RSIY D]Fla b°D "F A Yry$ "'•. y ? FLORIDA BUILDING CODE (High h Non Nigh Velocity Hanicone Zone) 441671i ON" TITAN II FOLDING IMPACT PROTECTIVE SYSTEM p Yip' 7iBf •4 `.Q`;. •1�1 L(,V(T ��•. 'AI E VEwrwliu¢/w*3 �0 ELT EI C O,xc. 6 T TEMN° G ENCINVERIXNO NCOOnPAx'YY r.�:lmm�-:m..'�:"w,n:-:Fbm RrTomDA Do I Nln FOLDING SNUfTER CORP. a3S1ne- HI a�'R i°£E Fm feoe- IDDl eeel cYaMY..+n, °'11 Do. 17-082 wA.Naw omT ] or 1] 3 USE O.C. UP (2) FOR To 99 AT FANS. 4DR5 JO' 110 1 OR 1 1 ,O,0,08+13 or w/ @ ,16 ,@ OR 1s n 20 ♦ NOTES ON ((� & LOCING TUBES ffq AT©&Q3 . I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE (J) 59 AT JO' O.C. AT 30' O.C. FOR SPANS. UP TO 99'. USE THREE (3), �i+ MR WOES (3 AT 30*�Gm SPANS SPACED AT 30' O.C. AT MIDSPAN. CONPONENi Qp MAY BE c FOR THAN 99' UP TO 1«' INSTALEED INTERIOR OR EMERIOR SCREWED TO TAPPED CENTERPIECES 4OOR ©. LOCATION OF ® SHALL BE AS SHOWN ON TYPICAL ELEVATION. Z. (2) LOCKING TUBES 3HALJJ..,, LLWATS BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES 4 OR (5f AT ALL INSTAUATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET S. 2 1 SEE UMITAPONS FOR ® ON SHEET 2 LONNECIION DETNLS O, O O O O O , CONCRETE RLOCNHORFDR 6• , 7 7 + 13 , % + 1G , B + 13 TALWIDN9. s+10 s+1o+1 s+11 "NUMITED WIDTH TYPI,ALN E�� 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEETS. SEE SECTIONS 4 THRU 6 ON SHEET B. yLI11yY"'w...I SEE SECTIONS 1W & 2W7 ON SHEET 10.. ttt111��EA A• T((( SEE SECTIONS AW, AAW & 7W ON SHEET 11. N1Lt �Q.' CEN SEE SECTIONS TAW, 7BW, SW & 14W ON SHEET 12. V S No. 44167 FLORIDA BUIWING CODE (RgN & Non High Velocity Huniccne Zone) OLon mw nc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM L E C O 1xG. FOLDING SHUTTER CORP. TxY NOW PLVL �Pe'UYemaw4Awi " ..ameANwn.ame urz 'ING A LNGWECPIH° COMPANY .-,m& u,eeaaLeun 17-082 PRAPRgx. Le-omeYia w tort ^^ NFGROOL uc. 1 41xL+67aY mmn, Ixm 1 rc n 1 11. 9 ]. SS 5NS V/ 1 OJT]' LONG NttDll B16HING W/. O.IEV 1pN0 TEN mc00N 0.500'O.D. MD 0.915' IA. MO04". rall INNO PoiNV EVETON O] VOD. N10OY"5' Ld ro (SCWmu1 HM ON 16 ON 5R 1]) .�� l� vi /IOil• SS SN.S W/ 1/1'0 .1' IOXG NNfN BVSWNCS o EONV.. HOOD (NOH-sI MURO ) 9n1 (scE ICN 4-1 (SR � 9 a -0., ®T W .a CONNECTION ($EE 91ER fP11oN"L RON HOOD (NON-sTW..) PoP RIVETS. I O 1n•4N. I/C P IIW BIN➢IX 1 1 uiN, sEPIPATOH iKCW w AWANtm 111flWYMN 1 TO cU55 (sR SCNmtVE �• ! or TO9 e1•ra ced51WF O!"P �S 1 tOR I sfAflv /Ee-]p4t' ]/ts' elVY. ox 91ER 11] T p8 OiEtE_�y w 1 ]/"• dma EYDmvart a n• ac 1 ss us M xur e: OC. POP RNEts, 1 ruxm O "' 0 1n' O.C. I Or S 1 I e 1 Q31 1 1 Pr 1 Oro. nmrou>, uro ]/" WALL FACE MOUNTING INSTALLATION E 'cl 2&08)y. 4)). EYCD'f .T M `" 1 SMG ow) SECTION 2 WALL FACE MOUNTING INSTALLATION SECTION 1 SP.RID 0 6 Axam sP.axa SrAGGERED ANCHOR SPACING DETAIL F0 6 „.......' INSTALLATIONS DETAILS INTO CONCRETE a'111�P��A. JCF.' & CONCRETE BLOCK a :' SCALE: N.T.S. * O. 4 NOTE FOR CONBINA90N OF SECTIONS: E.D. - EDGE DISTANCE t- MOUNTING SECTIONS CAN BE COMBNED (SEE SPECIFICATIONS ON SHEET 1]) �90-• IN ANY WAY TO SUIT ANY INSTALLATION. �__'•'• "SSONAL T SEE UMITATIONS FOR ® ON 91EEf 2 PE SAIJSII ON SHEET 1 1. 1 SC1Yw OR 1/4A-i0•xl• n.S. YS M11H No h 1 WA HER 0 "• O.C. m anwa b iN ]Of t ] IX 1 (21! i Tor l FMTWG .,m sINVCtuR w W. ME0JM1NE OEI) DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION 3 VOL AS.D. DESIGN PRESSURE RATING - i65A• -90.0 PSF FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) ®ion OCTECO M. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM u IL E C O ,,.. FOLDING SHUTTER CORP. `TR`/" arz TL I TESE1Na t MGWEERIHO COYP.MY SeY nv. �n n NON i 7m NET PL14'C OEsr PNY efacH R ]T"n 17-082 �i-�ov. ra � (]d]dn-R1� mod: NY[aOVl.mm nt IeNd"]-61I1 �loMryNWaaaw OMe11W Xa F9-rAYd19 0.lFA 4 tWf }, P.E WRbE6" li. / NI61 aY[t ] ai I] W 1/V.. 0/C YEV i .. OR 0- . V., BOLTS w/ nuos G RVENER o a- B.C. CONCRETE OR m� uW. SWARA IN ro 61ws w®NE on ' on suEr 1]) PT to W irr��iv'a�u' 1 M ro� ( 1 M MAss 1 oPB0IV1 PNN HWO 1]) ON I�(S.Cli mU3) .3 �(SFE sCNEDNE MDN-S1RUCILwAL) I ON 0�I] or a oN SHEET 1]) T ON Rimlyif 6/10' NUR. 'L7 T &TEN.% ]/16' NYN. T .]/.- LONG NYIDN B15WN6 POP RY OI 6- 04. POP RIVE13 O ]- O.C. RW. 10P) Ifm'I' LONO RN. AT IENI. Ai flFIR. GMN), EZL•FPI Pi ROIIfR H1 QRIHO • I � r n I \`-9 gEQ. 0 3/I6• xvu. POP NnfE I n 3 3/16• AWY, PCP NAM 0 10' O.C. BOTII SIDES O 10• aC. BOTH E', POP E0. E0. Ir pM1E15 O OG. �J/Ifi'ILUM 3/6' MYNOOD $ EEPN® q / 3 uM. ]/C•RYWOOD 1/2- ultt REOUWD -0T or 1/1' P iIPCONS OR pp 1 uaTE-FLEX MCMA4] 6• oF. O n 1/4• nuNl Bar w/ NUN o ID. aC. GDDC. 1/4' MNU N/ g _ MT WASNER w Na 0 ]• Oz. tl_ NS 1/4' 0 TAPCCOR POUND) CONCRETE OR CRETC-F= ANCHORS 6- O.C. CONCRETE B=K WNL -0ar REMIINEB 2-.a- OR 2•ss n/e• 1OUEO coo"n'"' ox_/ sv.1/e• 6o6]-ie coM. E T6 COW. .VLu. COrvERETE BUX% x "N. AVGIE GR BEM PLATE. T SOUS➢ STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 MAC AS.D. DESIGN PRESSURE RATING- .66.0, -66.0 PSF LWL AS.D. DESIGN PRESSURE RATING. +66.0. -66.0 PSF PLP wens o 1 uw. spAnAnon I Mc. BE' mN SMAS NTDQ111W EQ� & L-& N.IE IEO (SEE SxEET 1]) y INOHER L O:tr'MN 1/.-F . ]/Y iE0 sLREW N/ CMICROn: mac N&E�mL 6a / RM4iNinSflh s/r WA/ m o REERM .- aC BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE FOR COMBINATION OF SEOTION5: * E.D. a EDGE DISIPNCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEGFlCATIONS ON SHEET 13) N ANY WAY TO SUIT ANY INSTALLATION. 1 SEE LIMITATIONS FOR ®ON SHEEP 2 1_ Yn6nelw csEE 6HEET * f NO.44167 3 T OR 1' k S/0' W/91Efl o 6' O.C. INSTALLATION �YN I w RORIDA BUILDING CODE (Nigh k Non Wgh Velocity Nunicone Zone) 02017 wLTEOD me TITAN II FOILDING IMPACT PROTECTIVE SYSTEM aR"� 6.1. 1L ECO1N,. FOLDING SHUTTER CORP, e3Tf P.4Y BIG04 R]]01] o`ID rvIc s �6len�w n f8-Pg0)IP 17-082 wIL1W A FIMUOA uI 16i 21 saa Vol n Mn. POURED REDIPPEO R!6(5[fl51REk ~IS)Y ) 0.060'Twa S.S. ROUlA NMFING OVPpVy Wp X[w •� (3) 0 JIOd SS. "Y W/ 1/36 PgIEYS.OL'S'P GLP.) 4/Y MR.NNW BUSMW65 Nye. TOP) MID I' LOW (ryp. 8 BOROY), Evc%PT 0 flOLIFR HOUSING (1VJ 010 • J' SS S1 W/ Omr Lw6 I J/I e'. ." BUSNW W/ A 0.150' H K° W1EI5. U)NG NP SE 0]W' O 1P' O.C. O.D. RID 0.E15' 1.6,M'D COW. 0.183N1' a017W4.0 O.M. Lon e01iw ` uL114iIH WEAM UmoVeRO 111'HM�I SECTOR 0.u0' O.D.. A40 FA SGE (nj Gsa In, r or TO II'— t ( y 3 W SNEEim�» I s�cN Wx:o 1 O (SEE SO®� 1 °r I UN. SEPARATION I fy ON ExEET IJ) } C TEX SCRON OR r0 CV (SEE scHSHEET OO.-sv PlM pWN 1/IP-2O el' Si YS tl1W NO G IVM1SIRR O 1' O.C. ON SHE£r 1J) 1 ) i r Of (NOT-STIUCIUPAL) ] 1 �} V 11TEWMTE J/Ie' &UM POP PNvS ."Me. I OPIR-ST puN GWPO (XON SIINCIlIW1J AT Rwt ^ SI ? � I I 16. 9 ML..TE 1EG � � R� IINI.TON X1fN y POP OVEDO O 5' OC. i PVA. � E 33 ( ngi J/IB' RUM POP PDETS ANCHOR .1 C%P6TM1 a n 9 0 In- O.C. WTH SM6 -(SEE Sim tJ) J/16' µUM. POP RM1flS a- / _ ___n,o O 10' 06 5� E0.-�/ / / / O rill 'POURED q SDig APRICNE CONCRETE OWNED` Lgty�'Nyj �'{l1J) C / La La. P4111✓EO Co..! CO. /. FEWIRFO. P.. nEAVItED mMClv1 GO M.- Ed. • YW. E0. (SEC SIEEr 1.) ITRAPPEDIMbUNTINb IN$TALLATIO ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING L- -= SECTION-17-- INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLt7(C 2� SGYE: N.T.S. \1\II PS+' • EN • •,. mm RORIDA BUILDING CODE (W h k Non High Vebcity Hunicone Zone) NOTE FOR coos NAnON of SFenONe_ t E.D. EDGE DISTANCE NO. 44�6%% p301T TnTEco mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �So 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECITimoNS ON SHEET 13) * FOLDING SHUTTER CORP. IN ANY WAY TO SUIT d0' WSTALLATION. C I L E C O IRO. nrz b`T \ �� •'•,� n % a • ` TLLYT rcmx° a en.. ING ...0 1 >fBP NFWIMUCT PUeX eve. a eW m WTJT P.NM MoRK n v.1J v1Y 17-082 t SEE LIMITATIONS FOR ®ON SHEET 2 =_ s O• •• I'a6\ 1d e°�•�wrti vl o0=d.°on �u ..�alNcnplwwean DURRW xo - SIR) �r1 A1•4` .�11 ...P E�r'�I{ILC4NPE/M2 OR WKiD1111WT.e. P.E nn flpnWt ,NIW � w SRER 7OF 13 Ip'.S p I/('. llKpe ]ma Or.J Rn somAA lW tH• . ]/P mo �A u r oc uxnlwwn. i°tux va vrmnc mwi-T4 war a ac `vw nia m sumo[ am-m.uor 4eN'sMx. oc tanlwwu.. on S on N�sm.s (n*J (� eamuq SPAN TUBE NDUNTINO INSTALLATION SECTION Y Z Ree Z TYPICAI ElNATION TTIIRE AT MIDNEIGNTI - -�. T�'Ii t SEE UMRAnoxS FOR @ ON SHEET Y TABLE 1: MAX. SPPN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * MEE SIZE NA)ODUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO•D ANGLE LENGTH EX END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE so' 106.0' 13 8 2'x4'a1/8' 96' 85.0' 17 10 144' 69.0' 13 B Bo' 117.0' 17 10 2-x4-xl/4- 96' 110.0, 21 12 144' 91.0' 21 12 80 1 109.0' 1 17 10 2'x5'xl/B' 96' 100.0' 21 12 144' 81.0' 17 10 80' 124.0'1 21 12 2'a6'xl/B' 96' 114.0' 21 12 144' 1 93.0' 1 21 12 .y[ VAUD N MR MDNSCHT WOE WSTO TICN ONLY NMN THE SUMKMON OF THE SINTERS NOW ABOVE & BELOW DOES NOT IXCEED THE MAX. PRODUCT SPAN SNMM ON TABLE I. TABLE 2: MAX. SPAN TUBE LENGM SCHEDULE (TUBE AT MIDHEIGNT) TUBE SIZE MAXIMUM PRODUCT S ALLOWABLE TUBE SPAN REO•D ANGLE LENGTH FA. ENO NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'x4-xl/B- 96' 50.0' 17 15 144' 48.0' 13 12 BO" 87.0' 21 18 2-x4-xl/4' 96' 79.0' 21 18 144' 65.0' 21 18 80' 77.0' 1 17 115 2'x5'x1/8' 96' 70.0' 21 18 144' 17.0' 17 15 80' 88.0' 21 18 2'x6'x1/8- 96' B1.0' 21 1 18 144' 66.0' 21 1 18 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL somAlE SCNE: N.TS. �L• �:� 'ta,'iFx4°:, FuOR10A BUILDING CODE (High & Non High Velocity HWnicanc Zone) *< No. 44167 `; t4'- 9oT •�Q` � •t' Av. SSZnAlAt 6�a't 02.11 Mm IL E C O Two. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a` FOLDING SHUTTER CORP. xcsr-vxu � ni.T4n MN eo-w-mrt nun Tr—en.a wclwNo cowANr ...; al® ®-maple . A nWf a.. P.E. 1 "noRw uo. / 441 R/ T7-0-oaz n` .e a¢n e rc 13 o.mrn e• \\ / V B ms o a or. \3 / BUILD —OUT END CONDITION EXTERIOR Ivo G O.C. go - HORIZONTAL SECTION 20 ro'« ,oB¢aMu sLrnox �"""' oL °1eo'� * m VARY AT LAST. SAT AT TRAPPED WSTAWiX1tA 1' SEE UUIITAT EDR ©ON 91EET 2 erwms n le- o.e In LOxmc slBvcnxa: NOTE 1 ONE LOCKING TUBE, PART 1 8 SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE (aA SOLID THERMOPVSTIC TP 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 @8 AND SECURED INTO R WITH A 0.120" A. 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'xO.475'xO.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 0.366'x0.366'.0.630' 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 HERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLAS IC TIP INSTALLED AT V 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) mmG Ane' Px) or (a,Re Lxrzxox) 4 OR( SHOW lex END LOCK ANGLE WMOMK $[Cigll or fi LB/le-om m¢Is xMx n 12 u• o<. END LOCK ANGLE xoazoMn sRwx r. z-.,/e'm I. zp-,Lx LpT. k�V� Ann .V � / 8per B],.bi[O ro nn _ I d.. �xmmiL� a e- nc .)) Lx,woxl ........ ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL A. TI xow . eLcna "" ..... v'„ FLORIDA BUUING CODE O6gh h Non High Velocity HuWjccne Zone) ' Ozol]m,Ri TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °P r'�ee 4418 L E C O Lxa „ yLxx�eW xpLy� FOLDING SHUTTER CORP. I ale we . In, B]Qeyl] BL .; 17-082 IA�OP; aTir ,,' Timm .`=`Lwm,-,en .nowow.a. .w.,olOnWwLaua. PAeeelOw e-ww,la f1nPIn0 11u. SNLR B MI] iI® p 0111/4•0. J/.• 1FY5 A J/IB• wP V' KI�� � mats rtA .Icic ro nmL wnou ro .uL I/V ce 1 u AncR Ja sua 0 p 0 CAP CORNER POST, .. � Lwc ce wncwJL END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) A EXTERIOR ELEVATION u Ii H eons sm[s PLAN VIEW A —A OF PRODUCE OPTIONAL SIDE ANGLE pgo....0 !p f* TJ Ij✓ No.4diR7 '. . . W.w. .LEND ,L- J/16' qV PM1fle eP /I . J/r lUf 0 1 / Il e•OL � 1n• wL R = WY'0[ Ml MLEno ruaws/PeJL-LLLx •xaow � Le' D.a �n, .—wmu smunuPc MORIDA WILDING CODE (High k Non High V 02D17 nUEQ0 Wei' TRAN II FOLDING IYPAR PROTECTIVE L EI COL...\1 FOLDING SHUUM CORP. Humcone Zone) M oPaLx Bn A� MSM /10.]'SSS W/ .Zi IOND N OL. A4D 0 .i.3' Le. AND OS:3' WO WnOW `LL . AZM- O.D. AND 0.245- le. I+YvJ NN. SL MvM 10 L 5 'ISTE 13) s06L ax s¢Er u) PuiE REoro. Twat ss MOUSHG /la NW. KV M£I5, 110 6ta110T0' w.wo• umAPrn I Dr APING FA T SICE (1YP.) . y�y 3d 10E ®T 7� m T SEE LIMITATIONS MR ® ON SNEFI 2 MOTES: NOTE FOR CDMRINATDN OF SECTIONS: I- FOR WOOD FRAME nC DMUCRON: 0.46 ORMEMORSWA- i0 BE HAVE A MIN SPECIFlC DENSRY OF 0.4fi OR EQUAL 1- NOUNRNG SECTIONS CAN BE ATOM. D IN ANY WAT TO SUIT ANY INSiAL1AlI0N. MULL Pop O W O.C. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) E •. ✓'; FLORIDA BUILDING CODE (High k Non IRgh Velocity HuD.c .. 2ma) 'y NO.44167 L ' .•UHIt�• e.T\ " % � mmn nnw ac. IL ECOLNL. nw...rzsx: a r: mammun�o mrw� p . NmoL1IaN�I�Y�-�u� N41FAA 1WIf i. PL Haan ur- l ulm TITAN II FOLDING IMPACT PROTECTIVE SYSTEM c �' FOLDING SHUTTER CORP. n3'*°p9uu ar'iorn >vwm. °'aR" 17-082 wANoc w sl¢r ra o v w'¢" � �yq t/A'e . S/4 1Q5 SCREW OR I/1• . J/C BOLTS W/ HVIs Y WATXW O 6' O.C. wa1 Dte91 0.060' IleCH SS T SEE LIMITATIONS MR ® ON SIffET 2 ROYEIi HOu5N0 .N00:ICNI G OPIIOIYL WN REED NOTE FOR COMBINATION OF SECTIONS: FA. E0. (xar+-smucluw) I- MOUNTING SECTIONS CAN BE COUBWEO $ I/2'1 /ICJ' S5. SYS W/ .T/4 IN ANY WAY TO SUIT ANY WSTPIIATION. LCND NM1DN BLEDINGS CTM POP) 3 MD I- LWC OYP. TATTON). IXCEPF AT ROIIFA HWSYIO OW.) N(fiFc. _ I I- FOR WOOD FRAME CONSIRUCNON: WOOD MEMBERS TO (x) °A '+ BE NAVE A MIN. SPECIFIC DENSITY OF 0.66 OR EOUAL !b mmt I L==&-' 11 AR . 3- ss. s.us. wf D.J J• Mc NYLON I� EUWD W/ OAWMe TOP SECTpN A1WINE £GJ 1cent. • IB" 0.0 A 0./mT 500" ME, NN iANO 0 (SC NOTE-) SOOM OD..O O.2514 BIT) ATNER sLLTP10IP/P.TMMC E, OEM ) & IV, um $ GI,Oei ON rD a.ED 6CxCOV3) I 1 YM. eF➢MNIIGI ro vuss (sff saim13) V ox SXRT t]) �(SFL W1 sxfLT IJ) t11N� IE J/IB" ,1 µ 1 POP a O.C. PoP RNEIS O 5' 0.C. K1FRtWE IPF AT REM—\ ILGRON M __ WbTOM NOTE ') L J 1 x.e" WOW n]I `J/TY 4W. POP RME15 \ O 10. D.C. W. WCS W ri x•.r rmn. 1 % 0 x 114- TR1E ORSCREW WWD P4TE I w a RCD. 0/0 �N MFA eIIS O Hors Y 1 I Wlamav n `tn l NO BUILD -OUT FACE MOUNTING INSTALLATION BUILD - SECTION 4W NOIE a :ALTERNATE LEG LOCATION AND AMCHORAGE TO WALL SNOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. W. m 1/1•.. JH" = SCION R S/6' WA9RA a 6" QC DOMME "' u OLL RNISM or I( uw. sEPHxnar I ro vHED (MESCXEEAEOUF ON ef IS)s) oPlpNµ' WJ i y (IqN-SIRVCN JHIfNWES/I6-µV4 PM WETS ° 5. OC. • AT NFA0. i Ii �gI OPrNWM. RIIN HMO J(HON-SIRVCNIUI) v I orb T � �y I�2- MW. E.D. 2' W. E.O.J TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High k Non Nigh Velocity Hurtsone Zone) Omn 1LLWm °¢' TITAN U FOLDING IMPACT PROTECTIVE SYSTEM W+TN W. W2. L E w A C IMI°. FOLDING SHUTTER CORP. ��M'nsslu m/m/n DNE we s mcwaaxv WWAxY 17-0e2 pv.;_,m..�•uiT,M rmos: a Nc mD-wanl .wJaMpNWm.me ovAmv x. 9-OONT". urpl A r1111fP.E. b. P. .T6 wRN1A u.. I wm sxFa r r Lr J I° IP Dm PI091 /UOAED) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (3) 5/16' A UL Y a� PrvflS 9pE, WE aF s1As AeP1A'ADIE 2W wa wppD — El REOMFW - (ro FBO91 AA]DWED) CoNeDn"011 De OF Y YIN. E0. R W. E0. IF ° t SEE UMITATICNS FOR (9ON SNEETz ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 713W (BOTTOM) NOTE MR fOMBINATON OE SECTION B: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAWTION. uva SEPAWpEM zar MINT. MOD rouAss PWE All (SEE StlIEONE NOTES' ON StEETSCIR IS) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN, SPECIFIC DENSITY OF 0.46 OR EQUAL r $- SEE SECTIONS 8W & MY FOR YAK AS.D. DESIGN u PRESSURE RATING & SPANS F 'K•��• •��� \ _ 1 E04E OF ]FP cvcz7 NOS LAG scem AT UUNNOTH OF EA. STUD z 1/r Yv.. Fmom n PDRTMTW .0 .1 s NCC]ENC OSSS'P (IYP.) N Ilq]' S.% SH.S. N/ 1/2'. a]/•' TOM HYL011 SUSNWGS (Typ. TOP) AND 1' LONG 9OTTON). EXCEPT AT ROLUM MUSING /10 a ]' S"' S.YS. W/ I B ((TttPry.) n °]• W. NFLW BOSWxOW/A 0.150'_ LONG lOP SECIgN O.SW mM._ ' INSTALLATIONS DET�htt' �---.„ O.D. AND 03A5' 14. M'0 0]l]•IL.G DDTWY MN SEPARMpN 0.1&1 � /,D •••" � INTO WOO Ll•� /�✓-.- s 0,, as0- Oa. YI0 ]o Gus , g, Q. .•• EMS "•; � = q uW 19. (SEES GCMOIXE SUNN NG EA Oy /]� T N�T�S SCALE �Fro OEP.) ON SHEET 1]) 90E m) 44167HEADER TO TRUSS MOUNTING INSTALLATIONSECTION 8W (TOP) 0 6?r'' f° Or (31 W6}TB WM. .WJYIXUY NEE i Sv /rN . ]/c TENON WAS ENSURE W/ xVR 4 1/l' A a ]/1• YEN WA9fEA O 6. O.C. II % SCREW O G. O.C. FLORIDA BUILDING CODE (High & Non IGgh Velocity NYnicone Zone) DECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o m` C O lMo FOLDING SHUTTER CORP. 7M NEYENUEST'PAGE WAS). PAWGoo FL ]N9 GY 1OINED.NO Co.., ,.voa•v�M 17-082 cu. No ,v vE. ES�suYE !N_I usuA sas sPua a xTumE rvEisau vR®.n[ Xa. AuavfaE Pr7D1m a 14P • eanau 30 psi 144.01 144' 180 ID it 35 psi 60.0" 60' 88 Ib fl 100.0" 100' 146 lb/it 144' 144- 210 1h fl 40 psi 60.0" 60' 100 ID fl 100.0' WE" 167 Ib ft 144" 144' 240 Ib ft 46 Psi 60.0' 60.0' 115 Ib k 80.0' 80.0' 151 ID k 47.0° 97.0" 187 Ib/k 11 115.0- 115.0" 221 ID fl 144' 144" 276 ID fl 50 psi RED' 60.0" 125 0 fl 89.0" 89.0" 187 lb tt IOD.O" 100.0" 208 Ib ft 120.0' 120.0" 250 ID fl 144" 140" 300 Ib ft - 60.0" 60.0" 138 ID ft 81.0" 81.0' 187 ID tt 100.0" lagcc• (120.0T 12D.0' v275.lb ft 137" " 60 psl 60.0' 60.0" 150 ID (t 80.0° 80.0" 200 ID it 100.0" 100.0- zsc, Ib k 115.0" 115.0" 28B ID k 131' 128" 346 Ib fl 65 psi 59.0' 59.D" 1" ID It 92A" 92.0" 49 Ib 2fl 100.0' 100.0" 271 Ib ft 126" 123" 360 ID tt 70 psi 60.0" 60.0' 175 Ih fl 100.0" 100.0- 292 Ib/ft 121" 118" 374 Ib fl 75 psf 59.0" 59.0- 187 Ib/ft 100.0' 100.0" 313 ID /t 117' 114" 387 ID fl BD sl 113" 111" 400 ID fl 90 psi 107' 104' 424 Ib fl 100 psi 101° 99" 447 ID k 110 psi 94- SKY 468 Ib k 120 psi 87' 82' 484 ID ft 13D psi 60" 76' 403 Ib Il 140 psf 74' 70. 404 lb/It 150 psf 69' 66" 483 Ib It 180 psl I 6.6' 62" 483 ID It emus L4: YA%WUM A-WNAB1£ PRODUCT SPAN MR A GIVEN POSMME AS.D DESIGN PRESSURE RATING, L-: NAY. ALLOWI&L PRODUCT SPAN MR A GAEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. TIN& NAXWUM . OWABI£ PRODUCT SAMIS EQUAL TO THE MINIMUR DETERMINED PRODUCT SPA! SEP EEN "La' AND 1-'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR. TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE A B C A C E A C F 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT C1 6 473 LB/FT 418 LB/FT 235 lB FT 202 LB/FT 383 LB/FT 432 LB FT 12 387 LB Fi - 334.E FT I66 LB FT 142 LB FT 271 LB Fir J47 LB FT C2 9 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 3B0 LB FT 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/Ff 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/Ff 405 LB/FT 3 813 LB/FT 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/ET 9 466 LB/FT 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/FT 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 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/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT OS 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB/FT 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 9 273 LB/FT 325 LB/FT 215 LB/FT 138 LB/FT 102 LB/FT C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/Fr 4 269 LB/FT 301 LB/FT 183 LB/FT 114 LB/FT 153 LB/Ff C7 3 358 LB/FT 402 LB/FT 244 LB/FT 152 LB/FT 204 LB/FT 2 1305 LB/FT 12 491 LB/FT 596 LB/FT 409 LB/Fr - 265 LB/FT 168 LB/FT C8 1 a 1736 LS/FT B94 LB/FT 614 LB/FT 397 WIFT1 252 LB/FT 6 982 LB/FT 1194 LB/FT 819 LB FT 530 LB/Frj 336 LB FT SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1,2.31 ZONE 4 5 -10" 2 1/2- 1' 2 5/8" AS LESS >5'-10' 2 5/8' + 1" 2 3/4°+ TO 8'-3" >8'-3 3 1/2' 1' 3 5/8" TO 12'-0' A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8- SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. A. CONNECTION CAPACITY SCHEDULE (MAl(. 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) CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A C A C C1 9 417 LB FT388 LB FT - 134 LB FT 6 461 LB/FT-1 41 LLB FT - 202 LB FT 12 375 LB/FT334 LB/FT - 142 LB/FT C2 9 417 LB/FF362 LB/FT - 190 l8/FT 6 502 LB/FT419 LB/FT - 285 LB/FT 9 372 LB/FT309 LB/FT - 134 IB/FT C3 6 469 LB/FT375 LB/FT - 202 W/FT 3 760 LB/FT572 LB/FT - 304 LB/FT 9 445 LB/FT370 LB/FT 134 LB/FT C4 6 561 LB/ET 448 LB/FT 202 LB/Fr } 912 LB/FT 682 LB/Ff 364 I8/F1 226 LB/FT - _ - 83 LB/F1 C5 16F+ 339 LB/FT - 3347L8/F7 - 125 LB/FT 681 LB/FF 6 250 LB/FT 221 LB/FT 251 LB/FT 2 C6 �611. 332 LB/FT 378LB/FT 323$LB/FT - - 663 LB FT 755 LB IFT 6 4 232 LB/ET 236 LB/FT 183 LB/FT - - C7 3 310 LB FT 315 LB/FT 244 LB/FT - - 12 388 LB/FT 460 LB/ET 409 LS/Ff - - C8 8 582 LB/FT 1691 LB/FT 614 LOFT - 6 1777 LB/FT 1 921 LB/FT 1819 LB/FT I- ANCHORS SCHEDULE DSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONIC. C.BLOCK WOOD STEEL CONIC. C.BLOCK WOOD STEEL A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 9 N/A 4.00" 4.00° N/A N/A THREADFORM TECHNOLOGY B 1/4" a x 3/4' SOLID SET 3.50' 3.50" N/A N/A 3.00' 3.00" N/A N/A C) L•/4_¢=C¢=CRETE-FLE%( 3.00" 3.00" D N/A 3.00" 3.00- N/A N/A E 1/4- 0 ITW-BUILDE% N/A N/A N/A 1.00' N/A N/A N/A f 2.00" TEK SCREWS F b14 SUDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00" N/A 1 4' NDS LAG SCREWS FLORIDA BOWING CODE (High & Nan High Velocity Hurricane Zone) 07o17 NOD) Inc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YL L E G O Inc. FOLDING SHUTTER CORP. 76m 10)60&Li R/6 "OD P.v11 BDO1. R. Is p7pP/n M1G FIND a ENaxLTW xp apwANY umq n v+s 17-082 n[mY:+4Na0adlean�+_+u+ Wrf •NMMaavT DY'YXC Ye