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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online SCANNED page 1 of 2 BY St. Lucie County Bas Home I Lag In I User ReglaDatb I Ha Topla I submit sumhaMe I Stats&Facts I Nbllratlom I contad us I Bar Site Map I Links I SearchProduct —I pr urea: ProductApproval user NOduct Avomval Menu> T uu Or AwfiationSearch> Apollotion List> Application DCM1II room FL # FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshuttem.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluatlon Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop, P.E. Ei Validation Checklist - Hardcopy Received Certlficate of Independence FL17080 R2 COI FOLDING SHUTTER CORP TITAN II FOLDING IMPACT PROT SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 -Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/1712017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products 1 FL # Model, Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ & NHVHZ (Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL17080 R2 II FOLDING SHUTTER CORP DRWG 17- 082.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. TIIIIt Ir., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0" far+46, -46 p,s.f. A.S.D. design Evaluation Reports [Dad and 5'-2" for +160, -160 p.s.f. A.S.D. design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II FOLDING PROT SYSTEM Product Evaluation Report 17- sheet 13 for additional spans and loads. 0725.01 DRWG 17 O.PDF Created by Independent Third Party: Yes Back Neat CO( nt2Q.V5:: 1601 RWIr Stone Road, Tallahassee FL 32399 phone, 850-48)-1824-1824 The, State of Florida H an AA/H0 empbyec Coovrloht 2007-2013 State of Florda.:: privacy Statement :: Aaesrllbllffty statement :: Refund statement Mader Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pubk-records request, do hot send elecoonk mall to this entity. instead, Consett Me Oka by phone or by traditional mail. If you have any questions, please con nut 850.487.1395. *pursuant to Section 455.275 (1), Florida Statutes, effective Ddober 1, 2012, licensees 8ransed under Chapter 455, F.S. must provide the Department with an email address it they have one. The empr ans provided my to not wish for ofiidal communhratlon with Me hoemee. However email addresses are public record. If you do nwish to supply a leramml address, please provide Me Department with an email address whirh can be made available to the public. To determine If you are a Imendes under Chapter 455, F.S., please click b, , Pr aduet Approval Aaceptin ® U ®x®- M SCCUIIII', Ill`RIC] http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 I. MAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON MIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (60, EDMOND OF THE "RIM BUILDING COOL THIS FOLDING IMPACT PROTECTNE SYSTEM MAY BE WSTALUED AT HIGH VELOCITY HURRICANE ZONES(HVNZ) AND OUT OF THEM (NMNZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HART) is 1609,(NHVHT) OF ME PROVE MENTOWD COOL FOR A BASIC WIND SPEED AS REQUIRED BY THE MRBOICTTON WHERE MIS PRODUCT TO BE INSTALLED FOR A DIREOTIONAITY FACTOR Rd-O.W. USING ASCE 7-10 AND SHALL NOT UCEED THE MAXIMUM ASA. DESIGN PRESSURE RATING' INDICATED ON SHEET 13. IN ORDER TO. VERIFY ME ABOVE CONDITION. ULTIMATE UESING WIND LOADS DETEMINED PER ASCE 7-10 SHALL BE MST REDUCED TO ASA. DESIGN WIND TOMS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE- W/ MAY. (ABD.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13 N. ORDER TO VERIFY THAT COMPONENTS B ANCHORS ON NO PLO.. AS TESTED, WERE NOT OVER51RF5$ED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN MDR ANALYSIS. A DURATION FACTOR CD . 1.60 WAS USED MR VERIFICATION Of FASTENERS IN WOOD. FOLDING IMPACT PROTECIIVENSYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VEPoRED IN ACCORDANCE WAN AR.�sl NGINEERING TESTING. INC. U)TOCOLS TAS-201, 1516 8 1604 OF ME 2. STAINLESS SIFEL,SHEET METAL SCREWS USED AT SUTSOR ® SHALL BE / 10 A-3% 410-TUT MINIMUM SERIES W/ 173.6 Imi YIELD STRENGTH is 187.4 41 TENSILE STRENGTH. SCREW SHAL BE CCAIFD WM XVIAN WOO SERIES FLUDROPCLYYER WAITING. AS MANUFACTURED BY WHITFORD CO,.BOX SOT. WEST CHESIER' PA 193B1. 3. ALL ALUMINUM-ENTRUSIONS SHALL BE ALUMINUM ASSOCUTNIN ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM WELD STRENGTH FOR W63-TB ALLOY AT SUTB SHALL DE F"25.9 IMM. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 Nci WELD STRENGTH AND 90 Rai TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON BTEEL TW/EUILDEX TEL( SCREWS AND SINLL COMPLY W/ MCRIM BUILDING CODE SECTION 2411.3.3.4. ALL ALUMINUM' POP RUDE TO BE 6052 ALUMINUM. ALLOY LOTH ALUMINUM MANDREL 5. BOLTS TO BE ASTM A -SOT GALVANIZED STEEL OR AD 304 Oft 316'SERIES MUNLLSS STEEL WIN 35,Rsl MINIMUM YIELD STRENGTH. 6, ANCHORS TO WALL SIWL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) M EMOTING POURED CONCRETE: 1/Y 0 TAPCON W/ ADVANCED MRDAOFORM TECHNOLOGY, AS MANUFACTURED' BY I.T.W. BUILDa, INC. TO MIN. Pc-3192 POI, 1/4' 0 A 3/4' SOLID SET, AS .DISTRIBUTED W ALL MINT MUD SET ANCHORS TO MIN. Fe.,, psi. 1/P 0 CREME -FLEX, AS MANUFACTURED BY MCO CONSTRUCTION PRODUCTS TO MIN. Fc=3350 psi. NOTES. XI) MINIMUM EMBEDMENT OF 1/4' 0 TAPUN ANCHCRS OR 1/4' 0 CREME -FLEX INTO UNCREIE IS 1 3/4'. MINIMUM EDGE DISTANCE (EON.) SKALL SE AS PER SHEET 13. A2) 3/4' MUD SET ANCHORS SMALL BE ENTIRELY EMBEDDED (7/81 INTO ME POURED UNCREIE. NO EMBEDMENT TIRO STUCCO SHAL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO Caw. AS) IN WE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING MOLL FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH ME MAN,STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS WDIGTEO ON NOTES. Al is A2 ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL: ASM C-90. - 1/4' 0 TOWN W/ ADVANCED THRFAUFMM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX, INC. 1/4' 0 A 3/4' BAUD .SEE AS DISTRIBUTED BY ALL POINT MUD SET ANCHORS. - 1/4' 0 CREME-REL AS MANUFACTURED BY ROD CONSTRUCTION PRODUCTS. NOTES M) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4' 0 CREME-FEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. MINIMUM EDGE DISTANCE (E.D.) SHLLL. BE AS PER SHEET 13. B.F) 3/4' SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (T/B') INTO ME CONCRETE ELUK UNIT. NO EMBEDMENT INTO SUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOULD SFUCOO EXIST AND 1' MINIMUM MR WALLS WITH NO STUCCO. 83) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME LUSTING WAU, ANCHORS SHAL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHA L BE AS INDICATED ON NOTES 9.1 Is 8.2 ABOVE (C) TO COSTING MOM FRAME WiLGING: 0-0,46 MIN. 1/4' P TMCON W/ ADVANCED THREAOFORM TECHNOLOGY, OR 1/4' 0 CREIE-Hf%, AS MANUFACTURED BY RW/BUILLpL INC As E100 CONSTRUCTION PRODUCTS, RESPECTIVELY, OR / 14 NOS WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS. NOTES C.1) MINIMUM THREADED PENETR ION OF 1/4' 0 TAPDON OR 1/4' p CRM-FIE% OR 014 NOS WOOD SCREWS OR 1/4' A NOS UO SCREWS INTO ME WOOD FRAME UNR SHALL BE 1 1/T FOR Cl THRU G AND CB THRU CS CONNECRON TYPE AND 2' FOR CIS. OR AS INDICATED ON WOOD SECTORS ON SHEETS 10 MINI 12. NO MRFADED PENETRATION INTO WALL FINISH SMALL BE CONSIDERED AS PART OF ME RECURRED THREADED PENETRATION. C3) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPODN OR -1/4' 0 METE-FIEX OR 114 NOS WOOD SCREWS OR 1/4.0 NDS UG SCREWS INTO WOOD SIPUL BE AS SHOWN ON SHEETS' 10 WRU 12. G3) IN CASE MAT PRECAST STORE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON ME CODING YANCHORS SHAUL BE LONG ENOUGH N UM THREADED SIWL BE AS INDICATED ONNOOTTEAPOIE.ND SUCH PADS. (D) TO EXISTING STEEL STRUCTURE MIN. 12 DACE, FY-33 "I (MIN.) MATERIAL -1/4' 0 RW BUILDIX TEK SCREWS, W/ DILL THREAD PENEMATON.. NOTES, D.1) MINIMUM EDGE dSUNCE or BUILOV TICK SCREW Y. 7. ANCHORS SHALL BE WTkU-W FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER B. R SHILL BE THE RESPONSIMUIY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPM ANCHORAGE. MIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. EDH UNIT MUST BEAR PERMANENT VBEL IN A VISIBLE PLACE WIN WARNING NOTE DURING POROUS OF HURRICANE WARNINGS HOMEOWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOOKS. 10. PRODUCT MANUFACTURERS UOUL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT N ACCORDANCE WIN SECTION 1709.9.3 OF WE MHUDA BUILDING CODE ONE LABEL SHAL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF ME FLONDA BUILDING MM 11. FOLDING IMPACT PROTEOINE SYSTU'S INSTALLATION SOUL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO. 12. (A) THIS PRODUCT DIAL -WON DOCUMENT (P.EO.) PREPARED BY MIOS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Ls. WHERE WE SITE CONDITIONS DEVWE FROM TINE P.EO. (9) CONTRACTORTOBE RESPONSIBLE FOR ME SELECTION, PURCHASE " INSTALLATION INCLUDING LIFE SAFETY OF NO PRODUCT BASED ON THS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE. DOB NOT GUIDE FROM TINE CONDITIONS DETMED ON MIS DOCUMENT. CONSTRUCION SUETY AT SITE IS THE OONMACROR'S' RESPONSIBILITY. (C) MIS PRODUCT EVALUATION DOCUMENT NAIL BE CONSIDERED IWAUD IF MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR ME PROIEDT AND WHO WILL. BE RESPONSIBLE FOR ME PROPER CUBE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO WE P.EO. ENGNEER. SHALL SUBMIT TO MIS LATTER WE SIM SPEdRC ORAMNGS FOR REVIEW. (E) THIS P.E.D. SHALL BEAR ME DATE AND ORIGINAL SELL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED I. THIS ORAWINO SHALL ONLY BE USED TO OBTAIN PER YffS IN THE STATE OF FLORIDA FLORIDA .BUILDING CODE (High & N00 High Velocity HUolcone Zane) 02.11 WOM wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °^AIN'T ar FOLDING SWUM CORP. ° YO O ILIL E N09 HM7RTL] HALE Nrz i]MO h LNGINENNNO COMPANY �roJns"'Ivii .i1°",'N I "vlsT°0 lann Nm PALM R ]3AL rx lmo-wi-N,N I, 17-082 MM.<FA, NEB, .wMaIWryJNUe WunaG xe c w ]HER 1 RI] TLUja WM1FA, NW a...7 ROMLk. �4416T mm /n (To BE W MAY INCLL DETAIL ON ® FALL HEA�E•R 606}T6 N10Y � ,.40• 2 b uzs• "hr. =TV' gg C� eW ® SLAT UAW 6063-1`6 ALLOY (TO BE USED ONLY FOR ULSIALUIIONS JO FEET OR InWIER ABOVE CRAG£ MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20. 21 & 22 ON SNEET'J.) 0 2" MAX. B.O. SILL/HEAD TRACX W6J—T6 ALLOY '00 ©1 ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN CTIARD 606J—m ALLOY 606J-116 AUDI, © FLAT END 606J—TS'A WY zur�am• 2W' COMPONENT 4 e t1 t2 1J 2' 5' MAX. 0.125' 0.125" ® 2' 4' NA(. 0.25' 0.25' 1© 1' 2' MA%. 0.062' 0.062' „0-0Mp0NENTS d'll",6 ��j$Y — )• RONDA BUIWING CODE (Hlgh & Non High Velocity Hurricane Zone) TITAN It TOWING IMPACT PROTECTIVE SYSTEM L oor 5LT E FOIDINC SHUTTER CORK " '0 �..: �' • \\ ss1.v IYES°TNe°4 eoeooc 6entieo tnY4+P.Co-p 'Y�'D ' 0uC�YnP.YX,.Y 1m0e6.,.aRta2fYoMo-elPRn6E.,ufiioM1aPMwzLi4 n o1i7uw-0w8x2 6J xr tP000exm605 OHIOrt e Y. 1B II2' LONG NOLIER A TLW JI. PE. 1Q , cTbArz iMIRIM IJc t416, tol 20113 Aazlhm - to SE MW AS AN Ocp yVR ALL M'SULIATKWS UNOFR ARCS Miser. My kV2bOE PbLFORIrIONS AS PER OWS DUI - MX. (2) "Mn PAY VC W ONE SAT SPACED MW. 24-AWT (WX. fl 10 SMYI). wfehN .Dow 1&) J/A/2 new/ ; NLV p TYPICAL ALTERNATE PERFORATED SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT,) NOIP[. - IrM'. (2) x1NOOn My RE IN O.NE SAT SPacm A MWWON U 21' ARMI. MM 12-YIN. fRQg £NOS OF SAT mP @ "Mo.. m TENIEAPIEC�iSUAPRdv . N� ALT 0C�F� CF PROOIAM, ® SLAT ATDJDOPT DETAIL l O ,2—CLQ' ©2 SNAP —IN END CLIP 44167 TABLE 1: SOURCES FOR & mmu PxopPRRLs sANoaeo aPnan I sLerc naTxlme RAF , ma3L,/saurE PLLSnC ILCLMw/pLON Jl (EXAM Im RE4N P nSUA 6PEGf16 6R6n1Y Am Disc O.gu Ib/xi a.or3 mom' ffiL�CEA1 1rX5LLE 5M ATX A Ono e.KO V rlE%URV. SIfl.I a n¢o ASIY once I]Am p...;. AJ. I...m pit. rM3lucu umuws in.,Mitten Avu ono 3.ogo0 p...L s.s.am a.... Oeh Imo 'e A514 Me le s-Ib/in n rt-m/m .m OMIT, AST. p]0Al 47.2 X MR Or bVIMMC I9X p633 C-1 CIASS C-1 CYSc SELF "OftOn A51Y n." I.A. •r am 'r W 6: Am 01. 1MsnE slpgelx MFR w4i1GAw6 ASIY m36 .-2 pa.l. 9610 p.K iM51lF SfPf55 B60gE WFAtHERINC ASIM C636 8461 p.al. 6890 p..1. TABLE 2.' SOURCES FOR SiASMiO MIOD? note L e,r TNIGL PRS°£A06 AswD.,sE eA6ar NMm! PARr / P0.119A/O PN SIGY Am, CMMY ASIY mc] TOn"a $ORNCIX / 07.0 I IAm aJ. rIEY R.EX STR AT YIf10 r mp0 IS.CW 'Al. mSoil rLExowL Ngouws ASN One. .so.mo p..J. hOTc Tm0 TO'e. AAu o]39 0s Pr -fin MFFMFM of wnN EYDNIm. ISIN mes 3.0 . 1D WIP IIAYu/9Wfr Iq p. V-] .ELNIC TDhPOUNPE A514 eMns m0 'F ROMDA BUILDING CODE (High & Non High Velocity Hunicdne Zone) mrtm we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mppw s' •1. GC O FOLDING SHUTTER CORP, en=17 1NC. TmP xEAl PULE LNOINEEPIxP COWAX O.%IwN'RSYn .311N et$t 17-082 000wool.pow sla N}0C�-f�T3131u . . SIIrET J a1 ,3 xLN J.. P.E tiw./ w16> 1101112101111'r �>12,2122�"AN �Olol ®.o+o ® (2) 1. 4 OR 5 USE O.C. UP (2) FOR TO 99' AT 3D' 1 rJ n OR 18 (2 1 t SEE ENO CONNECTION DETAILS ON SHEET 9 INIL HOCK, FOR O ' O © CONCRETE CONCRETE BLOCK OR 6 , % % + 1 % + O , W000 INSTALLATONS. 9 + 10 9 + 0 + 13 IINI IIA RFII WIFT TYPICAL ELEVATION • N. T. S. d NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS iW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. 2or33 w/Q3,16,(f�OR 19 2 USE (3) G�. AT 30' O.C. SPAR ♦ NOTES ON ® & LOCKING TUBES ® AT©& S& 1. TWO (2) ® SHALL ALWAYS BE USED AI PROOUCi'S MIOSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (]) FOR WiGER SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPONENT YAY BE FOR LARGER THAN 99' UP TO 144' I STA U'INTERIOR OR EKTERIOR SCREWED TO TAPPED CHTERPIECES 4 OR S . LOCATION OF ® SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES �SHAL ALWAYS BE USED TOP G BOTTOM AT PROOUGTS CENTERPIECES 4 OR U AT ALL INSTAIRATONS. LOCKING TUBES SHALL BE S[CUREO W LEVERS AS SHOWN ON SHEET 9. ® + 33 , 1)+ O T SEE UMITATONS FOR ® ON SHEET 2 FLORIDA BUILDING CODE 18196 & Non Hi9D Velocity Hurricane 7L_ 0 0"0'W« SSOon' IJ) RO-R N0Y4x 1 ILO • S SAS. W/ 0.J1S me xYlAn 1 p/m• KOLL o4sxwc W/ A o.tw' cmrt. Pop RNETs, I mnc TrosErnoN oso6• ntano.no• m te• oc. aD IN0 Id. NIO 0�- 0.]]J' LgVO mJTOM LONG SECTION OJEO- O.D. AND MEANSECTION a34e- Le. STAMNO EA SNE (TIP.) 1 Of £CL Y ,NF1�JJ,,w fa T 1i�•/GYP.) w. scPuunox �(SFESKEsclziulE an ET 13) ISTE BLCCK yy /IWJ 5.5. S:LLS. W/ 1/1�v t •'IMNG NYLON FOSWxCs y caweerox a Rm. eono4). ANo 3/K• (SEE SHEET 3) LONGO.. TOP).. COG& AT ou P, No.Grp.) WALL FACE MOUNTING INSTALLATION SECTION 1 WALL FACE MOUNTING INSTALLATION cONsm ON SECTION 2 AN. WBEO�NE W.LL POP RN, 1�� 1 q•KA' NAs) 9'0flS '1!N DWOIX « w/ wN� DL ¢ u 1 A l• 1Flt . PpaUC15 I ip W/ I J/! I IGN O SCREM OR I/1e-EO'YI' EMFIR O , Go. SS. As WNN No A WASHER O f O.C. Nr, sEPANA .. 1 TO GLASS (SEE SCHEONE ON shm 13) 1 Ol 1 scpEW OR I/"-2O-m 1 S.S. AS WIT NuT k WASHER.. ( O.C. I 1 IPtl 5UpDIX Ip:e Oro ) GROUTS) & FEONREDJ 1.�. DyPo MI. AN. pc-�G lud. M YW./` Fp31W0 NON muc URAL WHCpF1E WALL W. (DECOWIIrE SU) STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL 6 MOUNTING INSTALLATION INSTALLATIONS S 4T ION DESIGN PRESSURE & CONCRETE BLOC o'l��ju FNMAR. AS.D. FLORIDA FL30RIDATING - SSUILO NC CODE (Nigh 6 Non High Velocity Hurricane zCR9) SCALE: N.T.S. * �• O. 4167 'I ` I mG0D nt1Em W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMLL �' NnrP FOfl muRlusnDN nF REcnoxs * E.D.. EDGE DISTANCE - 9 * X � L FOLDING SHUTTER CORP, m/eo/n 1- MOUNTWG SECTIONS CAN BE CONDINED (SEE SPECIFM YONS ON SHEEP 13) = Q �E�ry�//./: nn IN ANY WAY TO SUIT PNY INSTALLAT ON. • 111', '- IS • ..',(�(...•• ��/ nun rzar.. a ENGINOERTO 404PANY Tee. NF3131REET nAG[ xN. u. ef. WR xryT4 via ft NIY HEST PAN DUCX. R 3NM 1 %-082 1 - OVAL E IVWW gym. In+bs�-Ivr ieua- f3l ®sbmau.oPw e. T SEE MNRATIONS FOR ON SHEET z ® - .,' —`. " Iram— P.[. YYJSIEXAIIwE/MR WALIFA A. � dr. v.E. FLORIDA IY. 44117 SN[LT 5 V IJ 1/YI A ]/A' TERS CORES OR 1/4' • ]/+' .TR./ NUR t WASNEA p 6' aG Pa1PID MORETE pi MCRTE BIOLR N 0060- mm 6S. ROLLFfl M011)MC 1 1 WI..SEPN4MM I I I6N. SFPNNIdI Rfo11WFY / W RROl MWO EQ. I�(sEE EdEGV1E ON SXEEE 1J) TO GAS SC16DU r (SEE SHEET (SEE sMFEf IJ) (NCO-STfC=RW) I Of M slE 1]) 1 D! /INJ' S5. SUS. W/ 1/2'0 ' ,FRS I V' T $� UippL.iE J/16' UVY. ULEflIUiE J 1' / 6 LOXC MLON BKIWCS _ BOTTOM), IE%CFPT AT Ral£A POP flrvEIS O 3' O.C. Ai POP PNEIS a S' OC. 04. At RFIA. "OVmro (TIP.) I 1 •� ) 1 ��y 9 9 I P+ I _f EO.M G 3/16' UVY. POP PoYIIs 1 ity ]/16' UVY. Pop RMIS .../ p f0' D.C. COW 9Y6 O lo' O.C. SOM SIDES / ac 5"RYIWO VIC. µ 1, K, ED. Ea DRIMRTAR RMIs O.T]' LPN. HM1ON S/A0.150' I .O.1W_- lWO LONG rN XC19M OSW'I W4iYJ1 W. kflKIOBOb 4 Ytt ] RTYxT q YN. ]/A- R1hW0 1/Y WN. RiaRRro O-0. UN ON)' L0. IEO aED• IANC BOrtoY 11FU 13) ON 9CEr u) 4LIIONOxI4 S11 m CA I Or y$ 3 1/L P C� OR 01 6 LGn. 4b SNE (1r'.) ®T NKWM1S 8- QRC. 1/R- rvAV BOIr w/ XTXT.. MT W/ S WA9IEI1 Y A f a ID- O.C. FNYI 510E WASHER Y NUr O ]- O.C. CONCRETE BACK mm Mum+.. .: 1/A' P TMCa1S OR CPE1E-FW s ORR E J/lo'NULL I O! (� REOaP M 2-isNy6'POURED rt}i6 C0.Yr..W1Y CONCREtE OR Sb11/p' E06)-18 CaYi.U1FRX.VE OE C011CRFIE HOCRUYY. FEOIRREO A OR BEM METE STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RATING- +66.0. -66.0 PSF NA%. AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF 7 W I 9 • S _ ]/1s• YLIu. POP Po4flS O I uW. )FP/AAnox 10• or BO1X sp6 ro OVSs (SEE sEIEORE I ON sREr u) µ'ER.M ISO I Of [0. 1 Y YY]gR T FJ CONNECTION! fJ LEO (BEE ENFEN a OREx1ATON . R YilfMv�� OwEMATQY / e 1/PR . ]/R i� StREw w/ • FOw1E0 MaREIT WI S/6• wAsl¢n m IH• . ]H' CMCRIE RVEKAM BOLO) M/ MMs 6 9/6' WASMEA O y O.C. ,9 �+ • BUILD —OUT FACE MOUNTING INSTALLATION ' a SECTION 4 CORROSION" (SEE Sl,EEr 13) g E0, E0. 1/RY , J/f 1EIC: SCREW POURED CONCRETE OR N"O/, WASHER O 6'SO.C. NUR INSTALLATIONS DETAILS INTO CONCRETE ���`�°`�ro & CONCRETE BLOCK BUI D MOUNTING STIO"In SCP1E N.T.S. .. _ )1 y RORIOA BUILDING CAGE (High h Hen If91h Velocity Numicana 26ne) NOTE FOR COMRNATON OF'4ci0Nc * - E.O, a EDGE OISTANCE !• No, 44ibe% tl Q7lRli nLIELO Wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM wE�r mI 1— NOUNTING SECNONS CAN 6E COMBINED (SEE SPECIFlGRONS ON SHEET 13) uR ANr wAY To SUIT ANY WSTAL 011, T. ' IL m/iPp/1T FOLDING SNUTER CORP, All, 1 SEE MURATONS iOR ON SHEEP 2 ® 1 _�..^\••'..�. LNOIN[[WXO COWIXY {{II RERlRAW ff.GL R�SILI) 17-082 Imo-slJ.enl =_ �OIVAI EN6\ I,l SE-PST,,^,1=a's+46„ui'lw Dc al..w.xeom /waWSN.Ar.r.� LAAwO w pL-! l l FIL/9C'10}IRE/W.T: W41WEA 1IW18. PF. f10WOA Ile. % NAIm m 1— m $X4T 6 OF 1] MIN now I now ROUES (y mon ROLLFAS o.BSO'E (IYP.) /10 e T Si iN,S. W/ O.mr Mnm mon - 6u5Nwo W/ A 0e50- MhG TOP 9LTON O.Sw' O.D. AND 020- I.e. NO 0.223- AND wTIGY SEWON O, 0- on. AND (NOh-p OP-511 ALTFRWIE no RnETS o S' A! REM, PoU9UJ VIMONIONµF N0n0 '!/l//L//L/�jll1// "'(HON-$1FUCNRNI n SSSSSS /I m SS 'ICJ/e' LONG M1D11 RU%OCS YIY Boo ).a AT RgIERP WK. 0.1S010.270'N.O1V ULTRAFM eEePER WRWmNc El WE (1YP.) t a� MUM. POP RI o.c. BOTH SOB E u W \I I 12 \ W \ W\ Wlx. sF FON To . 1/4.F 1' TENSCREW ON OR V4R-20'11' ss. ug roll HIR 4 WISHER O A' o.t. I m1EAN.OIE uon ANCHOR NRN MMP4 I—' NW. E.D. I I� I MIN. E.D: ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCALE; N.T.S. NOTE LOR [OMB NANQM OF SFLTONS: E.D. - EDGE CISTA'CE 1- MOUNTING SECTIONS'CAN CE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAT TO SUIT ANY INSTPLIATNJN. t SEE LIMITATIONS FOR 6 ON SHEET ] n CJ or EDGE OP SVB IF APPIMANF (NON-SIRUC1UMt) I ALIERNMF ]I1V O.C. AT I PoYE15 O !' O.C. Ai REM. I ^ �.n RA 9 3/IV 0A Go R RNEIS mm o tff O.0 BOM 9RS COUNCTON Cal �J (5EE 91FE! 1.1) . N. E.D. ALTERNATE TRAPPED MOUNTING INSTALLATION AT, BOTTOM Ej*jlO:i7] FLCPJM EUILDINC CODE (High h Non High Velocity Huwricone aW„V.,. x mw me 3u®aw i w �•' . v.' «w YW .Ii aG IMt1110W1r. a mei-m ]iim iO®i4L _ SPAN TUBE MOUNTING INSTALLATION (�) 1/f . ]/.'lOR YAEI '.•'. s ]'d' v 3131 aND � BIC4t NN YNo xfNO i/sac Xffi «N SOfOpi x GIIIIIIII�AIIAIII� TYPICAL ELE am (HTIRE AT ROTTOMT � �41,veeinwm—� 3 Z A TYPICAL EIEVATIQ6(UE AT MIOHEIGNTI 1 MIT UWIATIOXS FOR 0ON SYT 2 TABLE I: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE SIZE MAXIMUM PRODUCTATOP AIAAWABLE TUBE SPAN REO'D ANGLE LENGTH EA .END NUMBER OF ANCHORS PER END OF TUBE OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60' 106.0' 13 8 2".4'.1/8" 96° 85.0' 17 10 144' 69.0' 13 8 BO' 117.0" 17 10 2'011/4' 96' 110.0' 21 12 N♦' 91.0" 21 12 80' 109.0' 17 10 2'x5'X1/6' 96" 100.0' 21 12 144' 81.0' 17 10 80' 124.0' 21 12 Yae'a1/B' 96' 114.0' 21 12 144" 93.0' 21 12 * VAUD AL50 FOR MIDHOW ME WSTA ATION ONLY .04 THE SUMOION OF THE SHUITEAS HOW A90VE.Y SEWN DOES NOT OICEEO THE Mo. PROWCT SPIN SHOWN ON TABLE 1. TABLE 2! MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PRSOPDUUCT AI ALLOWABLE TUBE SPAN REWD ANGLE LENGTH EA, END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'.4%1/8' 96" 50.0' 17 15 144' 48.0' 13 12 80' 87.0" 21 18 2*,4'1,1/4' 96" 79.0' 21 18 144" 65.0" 21 18 80" 77.0° 1 17 15 2"a5"a1/8" 96" 70.0' 21 18 144" SZO' 17 15 80' BB.O' 21 1 8 2'a6'Y1/8' 9fi' 81.0' 21 18 144- 66.D' 21 18 INSTALLATIONS Ail 11 M • • • • Bg • • I F CONCRETE BLOCK i t )� " "'%:`✓'"`. FLONDA BUILDING CODE (High & Non High VelOut, Nunicane Zone) • NO. g4187 ,9 ;• /iyp ` D�A . ' �'� \ (� 0 P;' C �j•/A^, •... HI \'V 11 _\•.lS/ �j\` ®SOF] OLID IND, I L E C O LTEa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM en: FOLDING SHUTTER CORP. TWS X —UM P . Am Phu IIeuL n xwn Pq le]D-1.1-NSH ....lulane.ew«.un ° /'a/" wrz TWI fF511Na •: [NGIHCWXO COYPAMY "•'.. Im..ian aueos ^ ]"« ,,.. Lwp,_«n.._ _«eo: un.rvwa.ccm ®-W P]IB . A 14114 PL iL60W Xe. F ..1G1 17-082 oumxc x° _ m DIFR 4 OF 13 "PE.$.... n/N, C0. p5nxc ISEE SMFI RWNPP a Vew/ I lA5 O 10' 0.G \\ / /16• WP Pflp$ w vR+w.� ,oa o re• as. �3 I BUILD —OUT END CONDITION 31m�IrM EXTERIOR rypC1j mp°aP HORIZONTAL SECTION 20 O.0 O N64 0c.0 � xpyxpRµ Sim SMCV Wl eE W1p110R °R iE WY VIM' AT LAST >,1.1T AT T,MPPE➢ DISTAWTWG ,uc°x/cPE�E-RFx } SfE WRAlIDN4 LDiI ©UN SIMEf P u,ErwPc O 1 oc m f11AYW SnNCM2 NOTE 1 ONE LOCKING TUBE, PART d SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CEMDiPIECE®OR ,INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE (a A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE. 0.357'xO.3S7' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT 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 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 J1 A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE. 1.375" LONG, lj A 0.366'xO.366x0.63O' 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) orsnxc s.,5e• ITmJ or 1g j (LLY,119 FYIfPI°Rf 4 OR( }yy SHOV T �3 ,n• aoc1,ro� mn. Mx. a -Re ulor urt f Wri O li xomzowa ssmx Ye3,l. EpR. u.VYW W e ,R%µBAT. Te iv a.t. 5�ury�p) A YVur uo rav uv A. ILIECO or ND LOCK ANGI X[PoEpllµ $FAlxry SCPD,S � KxLO i°• G cau,wvus a e• a.c. SIPYEIUPE RORIDA BUILDING CODE (H116 h Nan High Velocity Hurricane Zme) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °Px"' en WL FOLDING SHWER CORP. ,Wx lExlflxQT N/I.E d,< 4.NY YEST v ,�eao-e.° i_yx, 17-082 ....rown°,nwn.wx wunxx xo snm Poi i, A I A 1'U J/I6' w PHIS Juuuww ul/vL—� /�FIPI lu Of a' . S' \SPA. rite:. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) EM SIYIIAR AT HPM AND SILL AND BOTH SIDES OF PROODC OPTIONAL SIDE ANGLE Once MW � S el 1/v.. I we TM S/CM[-Fl umwae o W... 1 —ulna. emunuu R RIDA BUILDING CODE (High h Non High Velocity HYrtiCUOO Zone) WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATION! MOMS, F WOOD FRAME CONSTRUCTION: WOOD UUSERS TO SE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOOAL 1 SEE NMITATIONS FOR ® ON SHEET 2 NOTF FOR CnMPokeTION OF 9ECSON9 I- MOUNTING SECTIONS CAN BE COMBINED IN AN1' YIgY TO BUR A INSUIIAnOK TX Od1f. KMEA D.C. 0I0' WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) FlARIDA BUILDING CODE (High k Nan High Vebcity Hurricane Zone) No.44167 '? '• 0 M, nPYW I<. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DnTOI �' IL ECAnEe. FOLDING SHUTTER CORP. ImT m a/n o�� �.Z�:' nw�Tmnei s: mcFmwo cosrtvy wIM auol R°1�aaso 17-082 m�-�.n .ar'aa.ossam.m' exnvux. NOT no ar 13 We . ]/t TUNS SCROe M 1/4• . A/W Oom W/ nuts S WAL¢T O 6• as. F1�Fm / WNL MISH 0.060" )nlw S.S. floU HOUSING 'P•..• WNT / w .000 WELDER OPIIctUL RNN WOOD 0.E0'0. ET, f0. (NpySlp110ryne" „ LING]" S5. SNS `� �rLON6 NYLON OUSM .Vm PGIFR MI" WIC N NULw I!]W11LTE uxi� VNATON cow. -/ (SEE on •) O16]b370•a0.0.10• ';1 ,IUHIIIIL' 1 WRALM WRUHENi 5)RIPPNIB FA SNIE n+W] I I 10r ®T v z SFFIJWIOY Ta ". �(SQ scNrSCWEua£ I Lv 51]) I or Q�T POP Rhll$ O S LG. AT REW. ILIOONIE 1AT lSm NONE •)1 R .'11IRWIR�)11 `]/10" µUN. POP peens O 1D" Oc. am &DES EO O. 2'.1' C0+ YYKO PIA' 1/4... ]/C TFYS SCMr NET. 1 / ]/a• .0, ON 1 1 1 1/4• ]/C BOLTS W/ NUTS fl a/a• WASIDA o 4• a.G. w / 3d 1�.1 }j 11 )MIL DM]~ BUILD OUT FACE MOUNTING INSTALLATION BUILD — SECTION AW NOTEµlERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. T SEE LIMITATIONS FOR ®ON SHEET 2 NOTE M COMRMMU OF SFCTIONq ./ 1/a'r r]p' 1— MOUNTING SECTIONS CAN [¢ COMBINED w TaP) IN NTT WAY TO SUIT ANY INSIPIIARON. BOrtWI. ERCIDI L)rvJ NOTES. T- MR WOOD FRAME CONSTFR CTION: WOOD MEMBERS TO SE HAVE A MM. SPECIRC DENSITY OF 0.46 OR EC ht- F10 . ]" Bs. s.N.s. W/ O.]n- LONG N'nON WaGeNc W/ A o.lw- Ma TOP SECIYV O.SW O.O. NW 0.24V 16 AND 0323' WNG BOROY SECMN DA20. O.D. AND 034Y W. MP.) .W NPIroNu xo0v CW (NNN-SIRu@IR/!J 16 PoPlo `A NrvE i, O 16. O.L uIN. sEPAWnOxTo I { XEx (,am13) (EWIE I � l ar g7y T 3� I or 1 Al1ElUUR ]/,6" MU m PCP Reins O 5" 0.0. AT I'DeC Ing dl µva. POP A,VS O 10• .9. ¢OM GOES WA NOW REWREO Fp05N ,LLLOWEO) wreOT.TWH w z' Yut FD. Y lax. TO, .LATION TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High & Nan High Velocity Hulrmana Zone) 02.11 XTEc° ING. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM p1W11 �' YY MLIE C 0,,.. FOLDING SHUTTER CORP. °'n i" .1 rw)l.. a [N4W mMN0'Go. w] a u. L. m w.. corms.... ��"a��ul�owol�>l-�Wi .-moF )wr NpG.I M'4S WEn a la eElal. 0. ]»u PN IME �°I 17-082 ovauaw _ o Sllmt II aF I] "a 107 YM.WN & Law eOw0 n/M, FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) W eE.. c.Jm"Do. Wm m GU] 0.313' to (SEB XND DYP.) DN !elm RN£15 WRICxOIE Ym' uV1. WOOo OEM INo .5N N10µfDJ )E F RE T SEE LIMITATIONS FOR ®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION NM FfIR OHBNATDN OF e<CTI]NS: SECTION 7BW (BOTTOM) , I- MOUNRNG SECIIONS CAN BE COMBINED IN ANY WAY TO SIAT ANY INSGMATION. TN" CDM. NOTES : FIVE mt. 1- FOR WOOD FRAME CONSIRUCRON: WOO MEMBERS TO SE HAVE A MIN. SPELYFIC DENSTY OF OA6 OR EQUAL g- SEE SECTIONS BW R 14W FOR MAX &S.D. DESIGN uC PRESSURE RATING k SPANS F tool (6 W 1/4' YML FLYMODD VISIWC SOFNT J f1w. SS ^� N11W 96 Dro. eorN or �T u< ERasx coxcolor...W .LLVMINY NDE 2•e1• MIN. WOOD I I I I SNOS O I6. O.C. g E c i,1 (P) 1/{'{ iWCM OR 1/1•0 OLLIE-R I II' AYCHGAS ce /1{ Mw FC00.SCISM1] ON 1/{•e NOS' R'REM uIOYeO1X I`� B 4O Ar a FA. SNo w/ ] 1/2' Yeti MQFIdED PE,E II M 0110 NOOp 1 I]p• sIw t not 1 1 SCREW rt I/C-20 3/1" c]/{"' 1/22; wm t�l •1E0. SS Bohm Wf N1115 h onPAND 1 iFY WA91FA O 6 OG Ai IAYFn NOUSnG `St SCREW O 6' 0.G MOUNT TO WOOD STUDS MOUNTING INSTALLATION DEZIarr'•. SECTION 14W (BOTTOM) _LATIONS 0.NTO W00 .' �� (�Tr MAX. AS.D. DESIGN PRESSURE RAT NCs +60.0. -60.0 PBF SCALE a NTS. YP'.+ 1�CENSa '. < + FLORIDA BUILDING CODE (Nigh to Non High Velocity Hurricane Zone) w.du,.W5 Y.w9 6 Wi. N,LwE orApm.. � io Dona wLspra (•/_1 rosmrt ) . R m rmMmp vn�a 30 plat 144.0' 14444 " 180 ID Il 35 of GOO' 60" B8 Ib R TWO' 100- 146 m ft 144" 144- 210 ID fL 40 of 600,600, 100 Ibft 100.0' 100' 167 IbR 144' 14P 240 ID ft 46 psf 60.0' 60.0, 115 m R 80.0' 80.0' 154 m ft 97.0' 97.0" 187 Ib/R 115.0" 115.0" 221 ID ft 1"" 144" 276 m 1l SO Pell 60.0' 60.0' 125 To R 89.0' B9.0' 187 ID R 100.0° 100.0- 208 to it 120.0' 120.0' 00 ID It 1"" 140" 300 ID fl 55 pal 60.0' GO.0° 138 Ib it 81.0" 81.0' 187 m fl 100.0' 100.0' =9 To R 120.0' 120.0' 275 lb ft. 137" 134" MO ID It 60 Psf 60.0° 60.0- 150 le fl 80.0- 80.0- 200 ID R 100.0' 100.0' 250 ID R 115.0' 115.0' 288 ID R 131' 128" 346 ID It 65 Def 59.0 59.0' 160 ID It 92.0' 920- 249 Ib R 100.0' 100.0° 2J1 ID R 126- 123" 360 ID R 70 Def 60.0° 60.0' 175 ID ft 100.0" 100.0' 292 Ib ft 121' 118" 374 Ib ft 75 plat 59.0- 59.0- 187 ID R 100.0' 100.0' 313 Ib It 117" 114" 387 ID ft 50 Pa1 113, Ill, 400 Ib ft 4001ry:. 7• �101i 9 111199a 4L 144711,/f[. 120 psf 87" 82' 484 11,111 IJO'p3f 80' 76' 483 Ib fl 140 pel 74' 10' 484 ID fl' 150 Def 69' 6fi' 40 ID fl 160 of 65' 62' 483 ID Il A tl4216: La: 0XIMUM P Wcfla PgWUCT SPAN MR A GIVEN POAIIVE AS.O OESIGN PRESSURE RADNG. L-: 11AX. AULOWAOLE PRODUCT SPAN FOR A 4NEN NEGINE ASD. DESIGN PROSURE BALING Ill uMIMUM. N10WF91E PRODUCT WAN R EOUAL. TO THE EgBlBlpl DFIERMI PRODUCT SPAN SEIWEFN %. IRO -L-'. CONNECTION CAPACITY..SCHEOULE� (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 Cl 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/F1 397 LB/FT 6 473 LB/FT 418 LB FT 236 LB/FT 202 B 383 LB/FT 432.LB/FT 387 LB 34 BF lfifi LBF 42 L 2]1 LEI/Fr 17B12 FT C2 g 456 LB FT - 362 LB FF 250 LB FT 190 LB FT 318 LB 7FF 300 LB FT 6 525 LB/FT 419 LB/FT 312 Ls/Fr 285 LB FT 353'LB/FT 443 LB/FT 9 390 LB/FT 309 LB/FF 157 LB/FT 134 _B/FT 257LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 236 LB/FT 202 LB/FT 1298 LB/FTI 405 LB/FF 3 813LB/FT 572 LB FT 326 LB 304 LB/FT 1418. LB/FT 631 LB/FF 9 466 L8/FT 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/R C4 6 592 LB/FT 448 LEIFT 236 LB/FT 202 LB/Fr 357 LB FT 483 LB/FT 3 972 LB Ff 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 9 281 LB/FT =4 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB/FT 670 LB/FT 243 LB/FT 25D LB/FT 432 LS/FT 311 LB/FT 9 273 LB/FT 325 LB/FT 215. LB/Ff 138 LB/FT 102 LB/FT C6 6 410 L8/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FF 3 B22 LB FT 1975 LB/FT 648 LB/FT 414 LB/FT 307 LB/FF 4 269 LB/FT 301 LB/FT 183 LB/FT 114 _B/FTI 153 LB/FF C7 3 358 LB/FT 402 LB/FT 244 LB/FT 152 LB/FT 204 LB/FT 2 305 LB/FF 12 491 LB/FT 598 LB/FT 409 LB/Fr 265 LB/FF 168 LB/FT C8 a 736 LB/FT 894 LB/R 614 LB/FT I - 13D7 LB/Fr 252 LB/FT 6 982 LB/FT 1194 LB/FT 819 LB/FF 530 LB/FT 336 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1 2.3 ZONE 4 p 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. (MAX. ALLOWABLE REACTION TOP '& BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER ED. (2- 'FOR 2 1/2"--FFOR C ANCHORS) �.1 CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A I C C1 9 417 LEIFT - 388 LB FT - 1 134 LB FT 6 461 LB/FT 418 LB FT -1 202 LB FT 12 375 LB/FT 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT - 190 LB/FT 6 502 LB FT 419 LB/FT - 285 LB/FT 9 372 LB/FT 309 LB/FF - 134 LB/FT C3 6 459 LB/FT 375 LB/FT - 202 LB/FT 3 760 LB FT 572 LB/FT - 304 LB/FT 9 445 LB/FT 370 LB/FT 134 LB/FT C4 6 561 LB/FT 44B LB/FT 202 LB/FT 3 912 LB 682 LB/FT 364 LB/FT 9 226 IB/FF - 224 LB/ff. - 83 LB/FT 'C5Y 6 339 LB/FT - - 125 IB/Ff *3e 681 LB/FT 4 701LB 250 LB/FT 221 LB/FT 251 LB/FT' mi&-w7FT' - 0CRS1 6 . "1 332 LB/FT $63 LB/FT 378 LB/FT 756 LB/ 323 LB 648148 F11- - - 232 LB/Ff 235 LB/FF - - - C7 J 310 LB/Ff 315 LS/FT 244 LB/FT - - 12 388 LB/FT 460 LB/FT 409 LB/FT C8 8 1582 LB/FT 691 LB/FT 614 LB FT - - 6 1777 LB FT 1 921 LB/FF 1 819 LB FT ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE' DESCRIPTION CONIC. C.BLOCK WOOD STEEL CONIC. IC.BLOCKI WOOD STEEL A 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A 4.00' 4.00' N/A N/A THRFADFORM TECHNOLOGY B 1/4" 0 • 3/4° SOLD SET 3.50' 3.50' N/A N/A C 1/4- 0 CRETE-FLEX 3.00" 3.00' 0 N/A E 1/4' 0 NW -BUILDER N/A N/A N/A T OO- TEK SCREWS F #14 NOS WOOD SCREWS OR N/A N/A 0 N/A 1/4' NOS LAG SCREWS FLORIDA BUILDING CODE (High & Non High Velocity Humconc Zone) (