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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 0: BCIS Home I tog In I User Registration Florida Product Approval USER: public User t� �r product Aooroval Menu > Produa OrAoolloafi,n Search> Aoollatlon Ust> Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL17080-R2 Revision 2017 Approved G Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Impact Protective Systems Operable SCANNED BY St. Luce County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Walter A. Tillit Jr., P.E. PE-44167 PFS Corporation 12/31/2018 Troy Bishop, P.E. 6n Validation Checklist - Hardcopy Received FL17080 R2 COI FOLDING SHUTTER CORP TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17- 0725.0 O.PDF Referenced Standard and Year (of Standard) Standard Year http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=WGEVXQwtDgv2aBQpHpQQe6rlZ%2fIeUcN... 12/13/201, Florida Building Code Online Page 2 a Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201, 202, 203 Method 1 Option D 08/17/2017 08/18/2017 08/23/2017 10/10/2017 1994 mmarYo�Pioductsxl`3�."_� ,�<..�, .�.,z-;;�� �r>��-�-x�::�*� �,.., s � r�• s.; _� • -.,._....�..._...._,V.•.w...a.es.>,:.. i�=tic.L s�..,:mv .:�,m:�' "'�Y":, a +. t_,,,'3..."L�,.,"-�.-,_ice.+ FL Yt,��} �f� u�; ModeltNumber or Name,��. rt. !' �D'escrin„ t_ a � � ��„ :�, � F7 ppo- rirt n*,a-..�:, 17080.1 Titan II Folding Impact Protective System/HVHZ & NHVHZ (Drawing #17-082) Extruded aluminum blades folded together through knuckles and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL17080 R2 II FOLDING SHUTTER CORP DRWG 17- 082.PDF Impact Resistant: Yes Design Pressure: +160/-160 Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design load and 5'-2" for +160, -160 p.s.f. A.S.D. design Ioad.See sheet 13 for additional spans and loads. Verified By: Walter A. Tillit Jr., P.E. PE-44167 Created by Independent Third Party: Yes Evaluation Reports FL17080 R2 AE FOLDING SHUTTER CORP TITAN II FOLDING PROT SYSTEM Product Evaluation Rego 17- 0725.01 DRWG 17 0 PDF Created by Independent Third Party: Yes ac j N,�xkt Contact Us :: 2601 Blair Stone Road. Tallahassee FIL 32399 Phone: 8 0-487-18 4 The State of Florida is an AVEEO employer. Q ovr[aht 00]- 01 to o/ Honda :: Prlvacv Statement :: AccessibiliStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, mmact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hem. Product Approval Accepts: © 99 M c• . a SOCU CI U•AI is Pit I CS I http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZ%2fleUeN... 12/13/201, 1. TRIN o FOIDWO IMPACT PRaIECIWE SIREN 6HGWN ON MJS PRWUCF EVAUATION COMMENT (o.EDJ HAS BIN vEWFlm FOR COMPUANLE IN ACCORDANCE MIN THE SCUT (BU DMON) OF ME iD,RID BUIDMc CCOE'TNS FOLDING IMPACT PROTECTNE SYSTEIJ DAY BE INFIAU.M AT RON VMLVCRY HURRICANE ZONES. 0I AND OUM OF THEM (NHWE). DESIGN WIND IDIDS S1W1 BE BEIERMIND AS PER SEMM IGO (HIMZ) & 1609 (NHVHE) OF ME ABOVE MERIOND CODE, FOR A BASICWIND SPED AS RDUIRD BY ME MRISDICNON THERE MIS PRODUCT TO BE WI DR A DIRECTI IRIY FACTOR NO-O.BS, USING ARM 7-10 AND SHALL NOT UCEM THE MAtlMUM &S.D. DESIGN PRIMROSE RATING M cAM ON SHEET 13. REDUCED TO ASD. MUCH WIND LOAM BV YULIPLYMO TEEN BYODA IN ORDER MWARE TNESBIW/ W 0 MU BE DESIGN PRESSURE RATINGS NDICAID ON SLEET 13. IN ORDER D VERDY THAT COMPoNENIS & ANCHORS ON TINS MD.. AS TESTED, WERE NOT OVFRSERESSED, A 33 X INCREASE IN OFD aIE SIMS. DR MND LOADS WAS ND USED IN MEN ANALYSIS. A DURATION FACTOR CD - ICED WAR USED FOR VEMOGTON OF FASTENERS IN BOOD. FODINO IMPACT PROTEDINE SMOM ADEMACY FOR IMPACT AND FATIOE RESISTANCE HAS BEEN VEBIMM IN ACCORDANCE INGH SECTIONS 1626 & 1609.12 OF ME ABOVE MENIIOND.DOE AS PER TESING PERFORMED AT HURRICANE MGINEUONG 1ESTING, INC. REV.). HURRCNE TESTING tADRAMW (KT.L) &AMERICAN TESTING UB OF ROOM ROODA AS PER PROTOCOLS TAS-201. TAS-W2 AND TAS-202, AND AS PER SUIRAMD SINIR RIM �TOM PERFORM AB PER REGION 1616 & ISIR OF ME FOOD BVRDMG CODE 2. SZORESS S1EEL SHMI* MEAL SCREWS USED AT SLATS & ® SOUL BE / 10 K 3'. 410-W "JUNIOR SERIES W/ 171.6 WI WILD STRENGTH & 187,4 W TENSILE STRENGTH. SCREWS SHALL BE CORED WITH %11AN 5000 SERIES RUOROPoLYMER CDMO, AS MANUFACTURED V WHRMRD CO, DN 507. WEST CNESIER PA 19381. J. ALL ALUMINUM E)DRUSIONS SHALL BE ADMNUM ASSDDKRON ALLOY AND TEMPER AS INGRAM ON SHEET 2. MINIMUM WED SMENGM DR 6063-T6 ALLOY AT SUMS SNAIL BE FY-25.9 W. 4. ALL SCREWS M SE STAIME55 SECT 304 OR 316 SPECS W/ 50 Lai IIEZD SIRMICM AND 90 klT (ENSILE EMEROM OR MAROSON RMISTNR WAND WHICH STEEL IIW/BUIDIX IIX SCRRYS AND MAN, MURY W/ RORIM BUODMG CODE SECTOR 2411J.&4. ALL ALUMINUM POP BARS M BE 5052 ALUMINUM ALDY MM ALUMINUM MANDREL 5. WILIS TO BE ASM A -SST GALVANRED 51E11. OR AIE DI OR 316 SERFS STAWlE55 STEEL MM W Mai MINIMUM WED SMENOM. B. ANCHORS M WALL SHALL BE AS FOMOWS (UNLESS OMERWSE NOTED) (A) TD OUSTING POURED CCNCRETE 1/4" 0 TAPCON W/ AOVARCED MREADDRM IECHNODGY, AS MANUFACTURED BY I.T.W. BUDEN, INC. TO MIN, r�3192 AN. 0 9 3/4' SWARD SET, AS CORRODED BY ALL PONT SOD SR ANCHORS M MIN.. Pc-JODo psi. 0 CRETB-FAUX, AS MANIITACTUIED BY DWI CONSTRUCTOR PRODUCTS TO IIIN. Fc.JJ50 Psi. Kam AI) 1@ONM EMBEDMENT OF 1/4' 0 TAPOON ANCHORS OR 1/4' 0 CRETE-OE% INTO CONCRETE IS 1 3/4. MINIMUM EDGE OISTANCE LED.) SMUG BE AS PER SHEET 13. A2) 3/4' SOD' SET ANCHORS ENALL BE ENTIRELY EMBEDDED (T/Ba IWO ME POURED CONCRETE. NO WBECI INTO MCCD SHALL BE PERMRIED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MWMUM SNOUD STUCCO MISR. AJ) IN CASE MAT PRECAST STONE PRECAST CONCRETE PANEPS, OR PAVERS BE FOUND ON. THE EIOS'TING WALL FLOOR, ANCHORS MAU_ BE LONG ENOUGH MO REACH ME LIMN SMO7URE BEHIND SUCH PANES. ANCHORAGE SMUG BE AE 1NDICOED ON NGRS Al & A ABOVE (B) ID EMIING CONCRETE BLOCK WALL AMIN C-90. - 1/4' 0 TAPDN W/ ADVANCED MREADFMM IDHNOUDOY, AS MANUFACTURED BY I.T.W. SUIDIX, INC. - 1/4C 0 A J/4' SOUD SRMI , AS DISBUID ALL BY MINT SOLD SET ANCHORS. - 1/4' 0 CREME -REAL, AS MANUFACTURED- BY RICO CONSMUCRON PRODUCTS, NHS: 8.1) MINIMUM EUBEDMEW OF 1/4.0 TAPMN ANCHORS OR 1/4' 1 CREME -RED( INTO CONCRETE BIDC( UNR S 1 1/4% MINIMUM EDGE OWMCE (ED.) SILL BE.AS PER SHEET IS 0.2) 3/4' SOUR SET ANCHORS SHALL BE, ENTIRELY EMBEDDED (7/8') MD ME CONCRETE 8,GGI, UNR. NO MOMENT INTO SMCCO SHALL BE PERMITTED. 1/4" 11-30 SS SCREWS USED SHALL BE 1 1/2' WHO MINIMUM SHOUD STUCCO FXST AND 1" MINIMUM DR WALLS WITH NO STUCCO. 0.3) IN CASE MAT PRECAST STONE OR PRECAST CONCRETE PANM BE FOUND ON ME MISTING WAG, ANCHORS SHAM BE LONG MODUT D REACH ME MAN SRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHVJ. BE AS INDICATED ON NOTES 8.1 & 8.2 ABOVE (C) M COMING WOOD FRAME SVI Ix6 G.O.4B MR. 1/4" F TAPCON W/ IDVMICD .MRMCMAM FDGNNDWCY, OR 1/4'.0 CREME-FlF]1. A4 MANWALIDRO)'BY WW/BMEIX. ANC & fD0 CONSRtUCBON PRODUCTS, RESPECTWELY. OR F 14 NOS WOOD SCRRYS OR 1/4" 0 No MAO SCREWS DES: C1) MINIMUM MHUUD PENEBUTON DF 1/4" A IPPCON OR 1/4' 0 CRETE-REAL OR /14 NOS WOOD SCpRYS OR 1/l' 0 NOS NAG sans INTO THE MbD iPAYE UOT SIWL BE I II DR Cl TERM " AND 0 WU M COMMUNION TYPE AND 2' DR 0. OR AS MCCIATD ON WOOD SECTORS ON SEDER 10 THIRD 12. NO THREADED PENRDTION DIED WALL FINISH 5011. BE CONSIDERED AS PART OF ME MOM TIWUDD IMEGIVION. C.2) MINIMUM ME'DI6'TANCE OF 1/4' 0 TAPCON OR 1/4' 0 CREME -ILEX OR 114 NOS WODO SCREIYS OR II NOS NAG SCREWS WIO WOOD'SOUL BE AS SHOWN ON SHEflS 1D MU 11 CJ) IN CASE MAT PRECAST STONE PRECAST CONCRETE' OR BOCK PANES, WMEFR OR PAVES BE FOUND OR ME VISITINGWALL ANCHORS SNAIL TI BE MIND SOUGH M REACH E )MIN SUGMUOE BEHIND WC N PAYEES. MINUMA TNRFADED PENEIMDON SHAM BE AS INDDTED ON NOTE C.1 ABOVE. (D) TO EXISIING STEEL STRUCTURE: MR. 12 GAGE FYI 3 KO (MDL) MOORP4L -Ile 0 TB BUIDEX TER SCREWS, W/ FULL TIDEAD POEIRAWN. ROM CA) MINIMUM EDGE DISTANCE OF DIN BUDRI TIX SCREW 1'. T. ANCHORS SAIL BE INST A sn DLLOWWG All OF ME RECOMMENDA MNS AND SPECIETGRDN3 OF ME ANCHOR ANUFACRUROE A IT SMNL BE ME RESTI)WHINR' OF ME CONDUCTOR TO MERRY TIE SOUNDNESS; OF ME MRIICIUIE , EBC PR]OCT IS M BE AnACHER M INSURE PROPER MNCHORADE TINS SHUTER SHALL ONLY BE AMOK D TO CONCRETE. SDCN OR WORD FRAME BUILDINGS. B. EACH UNR.MUST BEAR PERMANENT Ll90. W A'MSIBIE P✓M IRN WARNING NDE: DURING MOM OF HURRICANE WARN M HONE III IMAM, OR OTHERS. MUST PROPERLY GLOSE ALL CENTERPIECES AND GAGE OR VOCK ALL LOCKS. 10, PRODUCT MANUFACTURER'S TASSEL SNUG BE DCATED ON A REMY OSOIE LOCATION AT PRODUCT W ACCORDANCE MM SECTION 17091 OF ME FDOM BUIDMG CODE ONE UBLL SHAH BE PUCD TOR EAO'NY OPFNWO. LABMNO TO COMPLY WIM'SECTION 1700.02 OF ME FU NIDA SOLVING CODE 11. DDNG BWACF PROTDTNE' SYSIRCS NSTA WN SHALL COMRY MM SPECS MEDICATED W MIS DRAWING PtIS AM' GUIUMd AND ZONING RLUURONS PRINTED BY ME JU RRXCIXN WNOE PER I( S APPUD M. M (A) MS PRODUCT WALUATON DOCUMEW (P.EDJ PREPARED EN TUNS MOR EM IS GMDDC AND DOES NOT PRONAGE INFORMATION DR A SITE SPEDITC PROJECT Ls. METE THE SIZE CONMRONS DEIMEE MGM THE P.LD. (8), CONRRAGICR TO BE PRODUCTFEIY WED ON T IS PRO UOBUCC'TroEVALwnCNN DOCUMENT Pp�OMOD BE/SIE OM NOR OM.AIE MOME AND IWAIlAWN INCLUDING UVE We OF MIS CONDMONS DRARIED ON TIES DOCUMENT. CONSTRUCTION SAFEf a ENE B THE CONRUGT,F S RESPDXOBDRTY. (C) MS PRODUCT UALDRON OOWUEM WDL BE CONMERD DW,,, B MCD01D. (B) IEMWON MU_ BECAME THE ENGINEER OF. MOM (CM) M MERPBEDROOMRIDA R'R ROJDT�14711 BBEE BSF N591E MW ME PROPER USE OF ME P.ED. ENCIMA OF RECORD, ACTING ASDRECATED ENGINEER M WE P,ED, ENGMFER SHALL SUBMR TO MS MATTER ME SRE SPECIFIC CRAVINGS DR REVIEIY. (E) MIS RED. SHAL'BEAR ME DOE AND ORIGDMLSM. AND SOORURE OF ME PNOFESSIOA MORE, TAT PREPARED R, AAA•""... THIS DRAWMO SHALL ONLY BE (RED TO OBTAIN PERNNS IN MINE SPATE OF FLORIDA FMOROA BURDMG WOE (Rqh & Non ® WALL READER 6063-M ALLOY ALT, BOTTOM TRACK ADAPTER 606J—T6 ALLOY J]» w LONG I_CE7L•rN_ G:IiE.apR ® O O S C tCOY"`�` ALLOY- mr 0 MWONEM a 5 t1 a 0 2• 5' MAX. 0.125' 0.125' 2• ♦' NAX. 0.25' C.25' © 1• 2• VAtL 0.062• 0.062' PONENTS = 1. ® RAIN HOOD 6063-25 ALLOY c OMD fi WING LADE (161h & Non M0N Veloott, Nurtmcone 2.6.) TITAN II MM140 IMPACT PROTECTIVE SYSTEM cc"" P 6L FOLDING SHUTTER CORP. ea v �rt wn rktm�ui.� t nonT nrz. 17-082 oumc w �`^ (J RJdS OF •oX sv cm 00 �BOMta' 1-CTry Ud AOf Op0 0p m�mrnNA, � o➢wwrow(ssE rARLE ,) mac 00 n RI➢J 00o RI➢1 20 000 p p wFn c ppp � wrxoow t �i ot (ne rAO`E it 1Asur w ww t�� sot wixarx.o60' INK,' a EGi rot)cwemww AN1xc x N x,R (s1E rAAIr r) (I) XnmoNs my es w• Off sur s mEo • d'`T• M1 AYW4VN [Y SI'JPAPr, XfM ,I• Moo IAJY h fNomS� AAl Io➢ @ bOROY. n.pwX�Xw TO i`ErvNR➢IENCs'6 . oR(r Of ➢RLOUCI. Soo m—T— ®SLAT P(DVDOW DETAIL 080 S S n 00000 mArs N£NNo (Iy➢) 0ppp OW) WDW O p?0 7 n). Rows a r/�•r,m�a � Pam 5 y 9 -OT�oOmX IN m IN mol 3 uteoTn _ mRlCiloN$ LJ _ 21 Z_GLIP © SNAP —IN END CLQ' I�I�I e9to BE usm m AN OPIW` roN Au M$)AMARONA ® SLAT WINDOW ELEVATION v7W? fAFOE N554E WY IXLWOE ➢d1M➢.I, As PEN oAR vuI � TYPICAL I I MI SLAT WINDOW DETAILS WE - m WNOo 5 M.Y eE w o Aar:➢ACD . 2 MM. Iv A➢ARr ([we EYERY to S W1 �1 VIEWING WINDOW & I . 2 CLIPS TYPICAL ALTERNATE RFOR TED v (SMALL MISSILE I SLAT WINDOW ELEVATION p�••....••�<<U =, (LARGE MISSILE IMPACT) VCENSF'•.'P ROHIDA BMwDINO CODE (MI,h N Noa High V.1" Runicon. Z..) • NO.44167 t 01on mTm..mc. TtTAH II TOWING IMPACT PROTECTIVE SYSTEM O FOLDING SNUTIER CORP. _ O )®1a16�f RA4 TILLIf 1C.IIN. d LMnNC[xIX. W W4rt ,®..wm a v,. .mT vAUI n out 17-082 /ONLI Et\•''� *'+°i'tiv'a" exX�co [e-omen 1111Tw> 41 fl. ~P.CSFAC/[wNn[/Ila[ wua Me.Nel Ixm a a It TABLE 1: SOURCES FOR & w)YLL ➢M19PfR/Q$ 11.1.V�U msux .� d16C M0.1TK ,ersxe>tia Iraau/ rtAvc ueMwma. s, ,euv rm Reuv @04AL• svunlc muxlr Asw ont aou e/M ..ou mA: MmBl6ddL tase< ralo smwmx xuu oeae o,wo v++ n,mo P..I. rwTmx snwmw u nsw Am omo Ixsm v...[ rlwo w+. wtmx uam,ws ,su weo s..Ao. P+t w..00 wa xaaWm aoo ♦sTu Oise Ie rt-e/n n.rt-ems soma oexsm ASIu otaq nI t eu [ un wre or eu9wx. Asnl ow c-I nos c-1 mus snr mxnmx snu olen Laos veo s 5FeffiEpIE� ASTM olds )vaiu smdca AmR WFAMWX[ u)u Data ..m: m+mE smss ssraa 11£ATNF101g Asn ome elel aP[ aeeo a.+ TABLE 2: SOURC6 FOR mru vRm=mrrzs smevwo M[s,0. rcm nxrvAw ppCppR.0 mAGY M16YG / 3mIR,/o YM541: SPmiS tlkVT' ht14 m[3 op13 0/X• lei RN3[ )IDD ANNmM ASN o4le 11.1W ALL Ilrxuvx sRo>vTN u )wtO •wu ono rtmwu umuus nem Am ono Nso..oO v++ orn® �,mrNn tsTll mse a.. n-eF. mm¢axr or >wmuu wa+slox as o.ae to . ia'IXAX-r rtWu,HNI'/ LLBI V-3 uaTwo ImvmauR[ Am male soo s Ra TYPICAL ELEVATION 4 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SKEET 6. SEE SECTIONS 7. 7A 4 78 ON SHEET 7. SEE SECTIONS iW $ 2W ON SHEET 10. SEE SECTIONS 4W. 4AW h 7W ON SHEET 11. SEE SECTIONS 7AW, 79W, 6W h 14W ON SHEET 12. m orOW/ Q3 . @ ,© OR ,9 IRE TJ) AT 30' O.C. MR $SPAN LARGER THAN GG' UP TO 144' G NOTES ON @ R LOCKING TUBES ® AT©A06 . [Ai TWO (2) ®SHALL ALWAYS BE USED AT PRODUCTS NIOSPAN SPACED SD' O.C. FOR SPANS UP TO 99'. USE WEE (3) FOR MGM NS SPACED AT 30' O.C. AT NIOSPAN. CONPONEM NAY BE TALIFO INTERIOR OR EXTERIOR SCREWED TO TAPP[D ENTERPIECES OR ©. LOCATION OP ®SRALL BE'AS SHOWN 'ON TYPICAL EUWATION. (28LOCKNG TUBESS SHIAALWAYS BE USED TOP h BOTTOM AT R4 OR S AT ALL INSTAMkIBMS. LOCIONC TUBES SNALL SE 3ECUR[O W LEVERS AS SHOWN ON SHEET 9.- 1 SEE UMTTAOONS FOR 13 ON SHEET 2 KORIDA BUILDING CODE (IG9h h Non H,nnwnv 9 2 2) NY.ON�MI 110 . 1. ISM M.S. — 'S"N LONG MI N� BVSWXO So A 0.a 0D. TOP. SECIYJX .AND' OA. 2r &24.0"C I.E. AND 0]3!• L=N ROTTO4 CECIIOX °.J'41. 0.0. WO 4(TI I.J. (NP.) 1 9 s~Eu=!)—I II III I ® or SNOMAE Mw, POP WEIR. i O.C. 1 /x's IIW WIRLd I iNSpl M HNONLE➢ NPE�VIM11 I ONJIRULw'gW ,• P 6C0 I MED4' x. e- at FHBd40R O C' QC I ONI d/�J RYD. BOIIOY). NN J/.- fi 1!)� LaMEf2p. roP). ExcDv Ar WALL FACE MOUNTING INSTALLATION OR v.-.OLV wNE-R.EXal m1Mxls N. � w/ 1 SECTION 2 NIN, fMg6uFM O B' OC. am WALL FACE MOUNTING INSTALLATION wx %///, SECTION 1 — Aa° (mx. ro- 1 M BOIRI' IC pwRco mNfknC 0 axaa mJPND STAGGERED ANCio S C� D 0 MI,11u.rrr,..,... INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N,T.S. j. O- 4167 5 - NOTE FOfl COMB NRTION OF SECTIONS: i E.D.DISTANCE �O (SEE SPECiWLATONS ON SHEET 13) ,=w13-�AL' I- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTPLIATION. TOO" E SEE UMRADONS FOR ® ON SHEEP 2 S. IXSNN NW siflunNMl wM TPou (DBWMTvr xW) ' Wx. o. wnoMt xux xow � (Irox-slxunuq,W 73 IEx 4-20%1- J/IB• KUM. NYI a p[p pMITS. O.C. .O IB' am le ® Tr 3� WI. $v.M. TO c s ON skm 13) 2 or Ex ® } lr 2A l' II.a o.c. M YW. 1 '/j URGING RON CTIRROMO , wN1 TWN COMM" SITU DESIGN PRESSURE MENG, - ♦65.0, -90D PSFj 1CSIIHM RLORIDA BUILDING CODE ftli k Nan Wall Velocity Huxiwx. Zen.) 02012 maw III IL EGOEP! . TITAN II FOLDING IMPACT PROTECTIVE SYSTEM morn . Ma FOLDING SNOWIER CORP. IDb11MT PIKC �gONE sPY�NNiao-°V°iia13-082 .NxLq MMgmn am/" as 4LL Cx41NCCRINM C°MP/.NY o: luuivM'oJ.em. ®-000.na {COgIM Ile. N1ET WMR ounxo x.. E16C} ! WI! 1/4-0. ]/+' Ilea sLRW Oe 1/f . ]/.' 60U6 x/ " l xwW D 6' O.C. CNCRflE Cfl y� �n "m\ Y//A Or T A hieRat 3/16• Mal. J WP PNEl3 O s•... I AT RFK. ) a) xnGN ¢ ' I 5 ITj?I m. [o a 1 FV ]/I6' AWN. PoP Mfl6 1 / 79 ]/I6' IWN. PoP RNEI6 O 10' OF. BM SIOES O W. O.C. am JNFS VLIFAN1rE me ! N101D J/16' I1YN. Py O°WI/.MI B REPS O Is' O.G IR. D.iBJ•. / // WAReaOx O OASS O.[M•.OLA• INPXAa W4 ]/e• Pl1NW0 gOUIREO R 1/r ulN N¢e M PIMWO REONRm SCHEnutE � m SIRPPWO F'1' I er I/C' r ra^LOts OR •� S1RR 1]j a.BITJ T �9Q' q CPEIEi1Ft. NM1Nm S O.C. 1/.• IIWY 60.T W/ •�R 1/.'ia Mai W/ NA9Qti QQ 3 WI91W k MR O 10• QG. GW 0E PLVPED CWCREi OR & k Mai D S• 0.4 - CME`T—p µCx0.6 C• °.C. I Or CONCRflE BLOCK W.W. PEDUIPDI _ r..• OR ¢'»b/G POURED C..hm OR SN3..'A...,T6 CWR. L. «W83- 6 W W. NYN. CONWEIE 8 F0 Wpm NYN. NICE Da W.NC IC P SSANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 Mu. A[D. DE9CN PRESSURE M NG. +66.0. -66.0 P6F NAK, A.S.O. DESIGN PRESSURE RADNO- 16&0. -66.0 PSI yy �.3 9 I o/IB' NUM. Pm RUTS D 10. 0.G.B. Boa wv. SdNUION r0 GiJ II.YRR$- �(011'NEE yi _ _ .• 1 /—kiliftem f NIODR MI5 Lµr. CEO / � L IHv . JH• t[rs 'CREW x/ PDuun COxcPtrz m s/a' wasNW oR 14 . ]/.' CONCRETE BIOEN NNL BDEr' W/ NU16 k s/6• WASNW O REOueaw BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE &. CONCRETE BLOCK SCALE : N.T.S. NOTE FOB COMBW:ATION OF SEMONS: / E0. - EDGE DURANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEWRCKMONS ON SHEET 1]) IN ANY WAY BO SUR ANY INS &LAPON. T SEE UYRAWONS FOR ® ON SHEET 2 d L am amm (s¢ 91¢T fl 49 Rj .R 1 . s/f ras sW[x N 3/6' WA'MW O 8. 0.0 �? [/ FLORIDA SUMING CODE (Nigh h Nan High Ve ecily Hurricane Zone) * i No.44167 `; T''[Qy �+ p'�'•..... .........r'�k. ,: EN6�;r''erNm.�. •—'VLL'SEN(WDIChIR/aNC m °" W ° TTAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHUM CORP. >°D xDamnT Rux WI]T�.Nusoo-auiu��Mls ["IM �,nsnxa k [u¢ixccnlx° e¢nexr "R �m �.rao w�m.�da�.. n wti IIo�Mltl 17-082 ¢uWxa x. vmr emu aasB' RBum ;OJ sL LL& W/ 9Y W,, I/?alb' O.D. TOv 4EIIDx . m 0.0. IND LONG' LC. IIN 01]]'W& BONOY o smNx a3m-oa PHR NH. FD. jOJMRCION p } y(sfE sMEYiI]j� wroxu RNI xam Drox-slRllcnlwa) EIN]' SS nV W/ C/[' IUIW- BUS .r IBP) m IPxB 1• ID o xwmxc (m) ]/le' Dun POV l.• a<. ac. e LOIN..... _.._.. um mal I r er I Of ® t 9 POP PINTS O 10. OL U.M ma; —. NN. E...— TRAPPED MOUNTING INSTALLATION SECTION 7 ALTERNATE TRAPPED.MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCPLE: N.TS. 11111'Pv"',.... •-� xx1 y� ; GENS` NOTE FOR COMBINATION OF SECTIONS: * ED. - EDGE DISTANCE � No.44187 1- YWMING SECTIONS CAN BE COMBINED (SEE SPEDWIMONS ON SHEET 13) : IN ANY WAY TO WIT ANY 111 T iATION. A •(S{TA�'AF T SEE LIMOATIONS FOR ® ON SHEET 2 •••` •a 4AILMSMAIIINAUPPED MOUNTING INSTALLATION ALT BOTTOM SECIION 713 FLORIDA BUILDING FADE (Ifgh h Non High Cull nLRCO uc TITAN 11 FOLDING IMPACT PROTECTIVE L EC 00 FML. FOLDING SHUTTER CORP. 'HB k[N.1 [PWO COWINT rmP H➢HIIIRI 9IC Y4�ORe3ndfiY WfP1lY BerN. n. ]NI] mN+�-� Ialm-:v: �Jdy�9pM�Am. P: ujl.meow.m� M. [ as .• m ww I NBL M LLI1[oll[ m V•'. nAmo m.a [m ao,mwl Z TYPICAL EIEVATOS.(FTMBE AT MIOBEICNT) 1 SEE U..on FOR son -- 2 TABLE 1: MAN. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) f TUBE SIZE MUUQMUA[ PRODUCTSPATOP ALLOWABLE NEE SPAN 'REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF WOE OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE ED* mo. 13 8 2'.4'.1/8' 96' B5.0' 17 10 144' 69.0' 13 8 80' 117.0' 17 10 2'a4'.1/4' 96" 110.0' 21 12 144" 91.0" 21 12 80' 109.0' 17 10 100.0' 21 12 144' 81.0, 17 10 BO' 124.0' 21 12 11A0' 21 12 144' 93.0' 21 1Y fi v NOOGGHT ABA£ @ BOUTN C ES W O ®=E[[Tta: YAk %tCpll 8 SxOMN ON 1I t. TABLE 2: MAX SPAN TUBE UENGTH SCHEDULE (NEE AT MIDNEIGRT) NEE SIZE PRODUCT PRODUCT SPAN ALLOWABLE TUBE SPAN REO'O ANGLE LENGTH FA. ENO NUMBER OF ANCHORS PER ENO OF TUBE ED" 76.0' 13 12 Y.4NI/8' 96" 60.0' 17 15 144' 48.0' 13 12 ED. 67.0' 21 18 2'.4'.1/4- 96' 79.0' 21 18 1w 65.0' 21 18 80' 77.0' 17 1s 2'.S'.1/B' .16' 70.0' 21 IB 1N' 57.0' 17 1s 80" 88.0' 21 18 2'.8'a]/B' 96, BIA 2I LB 144' 66.0' 21 18 1 o INSTALLATION&.DETAILS W� SPANTUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL SONS: N.T4, G' n . INLL�/i(• m :omnL SERA lal • W. ASo. DIMON PRESSURE RATING - 02.0 PS FUDI DA MUNG CODE (High M Non High Velocity Ho01can4 Zone) No. ': O117 RKP a` TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D x 44167 9 1 O_ . ,ORI nA�"I.L.S IL E C O LFIG. rzanxo M Luxwx�'EE ,=WAxY is m.:eo.el.w� nROWM IIc�N1a[[ FOLDING SNIR1Ek CORP. NaL[0�°HM m.�A n'[Pa2.0 Ni4.y-ml .i+m�Lamn..a on wn 17-082 moat w .u[ 91[{I 141a L/L.V[. I e•gwns on vv/.' I I ma a te• ae 3 / I ,os a ,.• a< 1 I \3 / BUILD—OU7 END CONDITION ex ffo��'W� EXTERIOR �M0111 In�� snow HORIZONTAL SECTION 20 xwmxm � � ny oc �a * WY VA4! AT l/ST S1AT AT TMPPm tx T A :s rum+/u[rz_sux T SEE MMDA1peP FOR ®oN ;MIT : AvoW o �T oc m P,SIMP TtMCNPE NOTE 1 ONE LOCKING TUBE, PART 8 SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE©OR 5 , INSERTED KID THE BOTTOM OF EACH ALUMINUM LOCKING TUBE Q� A STI SOLID THERMOPLC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'x0.357' AND B SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO R WITH A 0:120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE ENO AND A MT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'x0.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2—PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (I)PIECE, 1.375' LONG, 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 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) or (l)t or 111 u 1 LOCK ANGLE ^v ,xvsaou smmx onn" P{ END LOCK ANGLE Kweamt smxas suns n .iaim ro ox[ [wmmrt¢ o e• as ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL xwmxia secnax RORDA BUILDING ODE (Hip, A Non High Velou'ly Huuicene Zone) •, 4,s`' mmn=og xa IL E C O LNe. nun TmnxP • cxclnttelxa c°wvutr my �uu. a w. m..va. v�vua n viu ® y�Rrowmn a, W� y� I si'tai TITAN II TOWING IMPACT PROTECTIVE SYSTEM on FOLDING SHUTTER CORP. mev vmmmcT v¢ ��!aw�� nzssto .saavuwsn.wn A 17-082 oMoxow aim v s u ' I11O6VW BUaO-M Y°III! 191 SLtld .. G61 0 A A p) ]/.r nv Rntia uaumv�.u: ar r . r AR°]L uv ]ur rAu ARO' IMY NpaM ' W RIOR� °R TIlY69 � �� °PWXG IN AXWCRL AL°uW0 i0 xv5[ k C 1 siRunuv[ L 79 vw � naLr a pl ]/ie• wv R.m. �La rc m EXTERIOR ELEVATION 51LL�p�Np AT.80 PLAN VIEW A —A umwtL .N] pnu�D 10. OPTIONAL S1DE ANGLE na saav p. m¢r q AM vWLR]nA44L is rimy. w�omn�*w i r lass I [anW W maML p ImafiPlD) [= r= ii¢ u m sva avw[dv �pl e r ac ,•.. ., rr a. 3 • � 9p CORNER POST meew *Knm .ISOMETRnonC > um vortW to a) 9 p°0m a�i om a[ ]ui 2 TRAPPED END CORNER POST CONDITION W/ FLAT END xaa¢axW SLnd •`' `)+�" ',` fLORRA BUILDNG FADE (Wgh k Non "In VaIaCILY Nunicana Zone) END INSTALLATION DETAILS INTO CONCRETE. m m.] TLRLO TITAN II FOLDING IMPACT PROTECTIYE'SYSTEM � CONCRETE BLOCK &WOOD (,AS APPLICABLE ��� R E.0 O Lxm. FOLDING SHWER CORP. °'>°' / ��J.//� iW[i[SLWaIdO�MLWHa COY1YIY Iip R]][[] 17-082 ` rAnw A: v.c ® e PE.sw/sMl[rvegwa aomw u'.°.� iim van u or u GFmxN. P.NN NOw (NON-SNNCNPQ RQ➢f R Peon I f0f6RH CI IIo�Gr wic rmoxw/ BULNIG p/ A o.lY' LNIG RIP SWDON e3ep' OA AND 0.21e' u AYO OU3, WK BoI SELTON0SI AO.O. L K. WN4090' Cw MIPMO RIL POP arms. aB• NAIle' De. I of �} xtr wF. wogD � I atoo��n�r WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) ( I `M PdSN WALL FACE MOUNTING INSTALLATION SECTION 1 W FIARICA B INC CODE (High h Non Mg5 Volmty NuP6Oma Zone) } SEE UNRARONS FOR ® ON SHEEP Z FOR CONBINARON OF SFMON[: 1- FOR MOD FRWE CONS CTION: MOD NEU= m BE ItAVE A W. SPECIFIC DENSRY OF 0.66 OR EOWE 1- NOUNIINC SECRONS CAN BE CONNNEO IN ANY WAY TO SUR ANY INS}A VON. I/r.. a/e'TDO SCREW on I/v . 3/Y novas w/Nuns S wA41FR a e• aA ykFond m 3'.4' Epw 1.=- II I WCro M T nor floc,, Ss T SEE LIMITATIONS FOR ®ON SHEET B Ium xou5nm Ea.i OGNL RW NWO NDTE FOR COMBINATION OF SECTIONS: I— NY NTINGWAYT SECTIONS CAN BE COMBINED TION.ILNG - . oDSNWGS (r]P lOP) IN PNf WAY TO SUIT ANY INSIALUTON.M9 I' IOHG OY0. WnoMi. EYR9f RLWIF!(1nlmNc Dlw.lf>�: �1- FOR WOOD F E CONSTRUCTION: WOOD MEMBERS TO SE NAVE A MIN. SPECIFIC DENSITY OF 0..D OR EOU& /16• u M pw RxErE. llo .. a' ss. sus. x/ oJ73' Im+c NMN 0 IS' OA 81901G W/ A "W' ME To SEQ]W nono' CA AVa 0.34T EI. M a]]]' UNG BVI Stan...J00' oA AND 0.245' I.e. or I AIMM PoI O.C. DaIN L 1 I/.•.. a/.• 1pnyIXElY S/B' WASNw Ofl • I { III /r ] 5/r eot15 xY15 h B/e' WASHER a a• O.C.a. COMMOTION o 'I, '� NII { wML OxiW % II BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4W NONE a ,ALTERNATE LEG U=TON AND ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. ' e' (Y W]TNa xqW BGy O'ENSano Waco aew To at CEREFED W RNEIDERlD acvrt5a w ARWI[Cf PnON m fllaouCr egTNEAwRt BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4AWII1(gjjOMl % 4,3DIT nrzM . 44167 ONWHITILN 6 MRL SwA o cuss (w roN Smarr IS) wawa. RAM xm1 Mw-snWClWuyyy AW Q, WVEIS at BOTH SEA :050MISTOII CE I-3' W. lt)— ✓ S' Not. EnJ TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILEXNG CODE (HIgh k Nan Nigh Vebclly Hu cone Zane) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHOMR CORP. 4 weRq�n n PVPAxr aau 17-082 ...]eleq 4Mwmm WWea Ma 1x 11 OF I] I(NO FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (21 OF 1/4 14• uw.O OtABS Ox I m cuss �(sfl:3OT "I Dx sxEEr n) or ®C O.ONu PAN OW g+Mx-SINUCTURMJ 73 �yTFpGA_ J/le'NUM Poe PNEI] O 5' O.E. 1T'PGF, f '� 1: �AL-Al/ J/°6'GG POP flNflS Li B m' O.C. BOM Aare DGE OF 2N6' N. MOD ONGN xEO MO iVIGH uLmvm) OdaECR[N ee N F p' P. FA. 3m T SEE LIMITATIONS FOR ® ON SHEE 2 AI T TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) NOi FOR GOMe NAF MN OF SMDON4 1- NO NO SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ]1f Nllifc. N.D PW P➢'0. i- FOR WOOD FRAME CCNSTRUCnON:. WOW MEMBERS TO BE HAVE A MIN. SPECFC TONS" OF 0.46 OR EQUAL 2- SEE SECTIONS BINM I4W FOR MAX. AS.D. DESIGN PRESSURE RATING M SPANS MOTHS V WOOD MISS.11.OA PUIEP x'.4' MIN. MOD — STUDS B Is- O.C. PDB[EN TPUss¢ I— EDGE OF API (2) max we NAM. PLYWOOD ExlmxE SGiin R04'W Ia3• e.: aeMs•F D,") Gx em Bom Rp a" LONO M,.x B/ OdeOLON• BG, yxi, I A P TOP I B2.r La. M'M O.D.B ND SVV L . AND aYN•.G.i]O• wmM• + 0.'3' taNG A B. uw. sEPAGIDN GH ... Y.'v sEC11GN m GIAS4 " yM11� 2 ?� 445. Id MNS' dE. (SEE SCN[llV SnWFlNC FA PF ®I i ON sxEEr Is)) I I - HEADER TO TRUSS MOUNTING INSTALLATION SECTION BW (T021 MA%. A.S.D. DESIGN PRESSURE RATING ♦60.0. -6D.0 PSF WO AT RGLLHOMING ANU +' WLM AT EA HGINM RNaH II II DY a T x ]/p m wAwEP m e' Oc. FLORIDABUILDING CODE (WIN h NDP High Velocity A Pilme Zone) No.441G7 '': +. 0 6r•'' �!' I ..,p, 'E/Dlrz 0.11ILE`M lxa IL EC O.Exe. Hurt msnxMNB aMxEEPIxM cavPAxr w.�n.lxw.ee�u++m�-m' wNeemeM:� wA�mAMMMeny " X. RMIw 1°e 41169 TITAND FOLDING IMPACT PROTECTIVE SYSTEM °AY GN FOLDING SHUTIER CORP. ST A , MOM, . AH wm PAH ewL n awl] ]oxnGmw°Ux..ml Eors i' 17-082 MMnxM x. MOD I2 Y u n/Wn sam NNWIY Ns mE4xpJx �1144.4' fe 30 1' I paf 60.0- 60 10.0' 0 @I 435 14C 40 pa 6.0 100.0• 1 46 Pa 80.0" 8.0 970• 115.0' 4' 50 psi 60D' 60.0' 125 @ 1l 89.0 B9.0 fl 197 IN 100.0' 1 100.0" I 20B Ib 1t 120.0 120.0' 250 Ib n 144' I 140' I MO @ It 55 Pal 60.0' 60.0' 13'Ib H Bto' Bl.ro 187 @ n 100.0' 100.0" 229 ID H 120.D" I 120.0' F 275 Ib It 137 134 330 ID ft 60.0' 60.0' I . 8000 . 8X00''0f �� 2 I15.0 115.0' 131' 12B• 348 Ib fl 65 psf 59.0 1 59.0' 1 16D lb/it 92.0' 92:0' 1 249 @ It 100.0• 1D0.0' 271 It, it 126' 123 360 lb/ft. 70 pd 60.0• 60.0' 175 Ib It 103.0 100.0' 292 @.It 121' 118 374 Ib H 75 PSI 59.0 59.0 187 Ib It lOD.O' f00.0' 313 Ib It 1'7 11Y 3B7 Ib It 80 paf 113• I11' 100 @ It 90 psf 107' 104 42416 ft 100 pal 101• 99 447 @ H 110 pat 94' I 90' 46B Ib H 120 pai 97' 1 82• 484 Ib /l 130 pal BO' 75" 183 @ H 140 pal 74' 70• 484 Ib ft 150 sI 69' fib" 483 Ib ft 160 pa/ 65' 62' 483 ID It A Nnn., L, MAXIMUM ALLONABLE PROIXXT YAN MR A 6MFN P651R2 As.O DESIGN P.QF35URE MnNO. ALMW E PROWC7 WM MR A GNp! K"W ASA W51GN WERE FATNG to 70 WE µEPA081E PROWOT 6PAY 6 FOWL 10 ENE M161A1NE DETERMP:ED PRCOUO! RPM sEnVEEN 1i ANO 1-'. -0NNECTION 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 OEM 137 LB/FT 134 LB/Fi 256 LB/FL 397 LB/FT Cl 6 473 LB FT 41B LB 236 LB/FT 202 Le/FT 333 LB/FT 432 IB FT 12 38] l8 FT - JJ4 LB FT 166 LB FI 142 LB A 2]1 LB Fi 347 Ul FT C2 g 456 LB FF J62 lB FT 250 LB FT 190 LB J18 LB FT 380 18 FT 6 525 LB FT 419 LB/FT 312 LB FT 285 LB/FT 353 LB//F�T 443 LB FT 9 390 LB/FT 309 LB/FT 157 LB/FT '134 LB/FT 257 LB/FT 329 LB/F! CJ 6 496 LB/FT 375 LB/FT 236 lB/FT 202 LB/FT 298 LB/FT 405 LB F7 3 1 813 LB/FT 572 LB/FT 326 LB FT 304 LB/FT 418 lB%FT 631 LB/Fi 9 466 LB/FT 370 LB/FT 157 LB/FT 134 LB FT 256 t9/FT 393 U3 FT C4 1 6 1592 LB/FT 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 1972 LB/FT 682 LB/FT 389 LB FT 364 LB/FT. 500 LB '753 LB/FT 9 281 LB/FT 224 LB/Fr 81 LB/FT 83 LB/FT 143 LB/FF 103 LB/FT CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/Fr 214 LB/FT 155 l8/FT 3 643 LB FT 67D LB/FT 243 LB FT 250 LB/FT 432 LB.F1 311 LB/R 9 273 LB/FT 325 LB/FT 2.15 LB/FT 138 LB/FT 102 LB/FT C6 6 410 LS/FT 487 LS/FT 323 LB 207 LB/FT 153 LB/FT 3 BE 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 L9/FT 150 LB/FF C7 3 358 LB/FT 402 LS/FT 244 LB/FT 152 LB/FT 204 LB/FT 2 305 LB/FT 12 491 LB/FT 596 LB/FT 409 LB/Ff 265 LB/FT 168 LB/FT CB 8 736 LB/FT 894 LB/FF 614 LB/Fi - 397 LB/Fr 252 LB/FT 6 982 LS/FT 11194 LB/FTI 819 LB/Ff 530 LB/FF 336 LB/FT MIN SEPARATION TO GLASS- SCHEDULE SLAT HIGH VELOCITY NON HIGH VELOCITY HURRICANE ZONE A SPAN HURRICANE ZONE ZONE 1 2 3 ZONE 4 5, -10' 2 1/2" 1" 2 5/8- AS LESS >5'-10' 2 5/6" + 1' 2 3/4'} TO 8'-3' >e•-3 3 1/2' 1' 3 5/8• TO 121-0' A AS DEFINED BY ASTM E-1996 STANDARD. } EXCEPT THAT 3 5/8' SHALL BE USED .. TOR MOUNTINGS AS PER SECTIONS 3, 1j' v 4, 4A & 7A. ,LI -M. p (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) THAN MIN. E.D.'SHOWN ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR E CONCRETE BLOCK ANCHOR TYPE /`C1"A _.'9.--• 417 LB/FT - Bu - 1134 LB FT 461 LB FT 41 - 202 LB FT' 12 375 LB/FT 334 LB/FT - 1 142 IB/FT C2 9 417 LB/FT 362 LB/FT - 1 190 LB/FT 6 502 LB/FT 419 LB/FF - 1285 LB/FT 9 372 LB/FT 309 LB/R 134 LB/FT C3 6 469 LB/FT 375 LB/FT - 1202 LB/FT 3 760 LB/FT 572 LB/FT - 1304 LB/FT 9 445 LB/FT '370 LB/FT 134 LB/FT C4 6 1 561 LS/FT 448 L.B/FT 202 LB/FT 3 912 LB/FT 1 682 U3 FF 364 LB/FT 9 226 LB/FT - - 83 LB/FT '!. `t5.0 a6is 339 LB/FT' - 334_lB FF - 125 LB/FT 681 LB/FT 250 LB/FT i9i 221 LS/FT ICLB/ , I!.`,C6, �f +6. 332 LB/FT - 756 L8C7 4 232 LB/FT 236 LB/FT -3 310 LB FT .315 LB FT I23!LB/, -12 388 L9/FT 460 UB/FT -CB a 582 LB/FT 691 LB/FT 6 777 LB/FT 921 LB/FT - ANCHORS SCHEDULE RSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.O. MIN. SPACING TYPE DESCRIPTION CONC. C.BL WOOD STEEL CONC. C.BLOC W00D STEEL A 1/4-0 TAPCON W/ ADVANCED 3.50' 2.50' R N/A 400- 4.00- N/A N/A 1HREAOFORM TECHNOLOGY '- -8 1/4" 0 a 3/4' SOL10 SET 3.50' -3.00 3.00' N/A N/A 1/4' 0 CREPE -FLEX 3.00" 3.00"3.00- JNIA3.0000�� N/A N/A E1/4- P IIW-BUIUIEX N/A NIA N/A N/A 2.00' TEK SCREWS F #14 NDS WOOD SCREWS OR N/A N/A IN '2.00' NIA .. 1 4' NoLAG SCREWS FLORIDA BUILDING CODE (NqN & Nen 16gb Velocity IMT .. Zms) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHDFRA CORP. 1Mc. o PPO COYYYIX �� H XEYE 116t PNM EOnE rt Awn .+m � axx I7-082 i.een .MI9np:WX.mm� LMnIN Ne r. PL R 416E �mn• 1xuT n o 1i