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HomeMy WebLinkAboutProduct Approval; Operable Impact Protective SystemsFlorida Building Code Online Page 1 of 2 Business & ProfessionalRegulaitionI lT I Bas xome I Laglit I user Reglstmuvn I xot 7op1t5 I submle suRharee I SUM a Pecn I Pumiranena I coorod us I et]s sne Map I unRa I search fflp {�• -; sit Product Approval 0 USER: Publlc We, PrWuQAoOmval Menn>%Mudar Pooutancear >Avoliratlon Ust>Appli®tlonneMit FL # FL17080-R2 Application Type Revision Code Version 2017 Appliwtlon Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Cor oratlo OPY Address/Phone/Email West Hemstreet ILL C West Palm Beach,, 1 FL 334 (561) 683-4811 Ext 7675 edh@foldingshutters.cem Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Emall 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshuttem. rom REVIEWED FOR Quality Assurance Representative Ed Heritage Address/Phone/Emall 7089 Hemstreet Place OpE COMPLIANCE West Palm Beach, FL 334 -7675 edh@Pod9ngshutters.com ST. LUCl/E�^C^OUNTY ROCC Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Walter A. Tlllit Jr., P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence PE-44167 PFS Corporation 12/31/2028 Troy Bishop, P.E. 0 Validation Checklist - Hardcopy Received FL17080 R2 COI FOLDING SHUTTER CORP TITAN II FOLDING IMPACT PROT SYSTEM CERTIFICATION OF INDEP ND N 17-0725.0 0 PDE Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarV of Products Method 1 Option D 08/17/2017 08/18/2017 08/23/2017 10/10/2017 FL # i 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,PD Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. Tilllt Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span Is 12'-0" for +46, -46 p.s.f. A.S.D. design Evaluation Reports load 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 Next Contact us::y601 Blair Stan noatl TallaM1a< 2 99 Phone: 850487-1824 The Stale of Florida Is an WEED employer. Coovrlaht 2007,2013 State of Florida, :: private Statement :: Accessibility Statement :: Refund Statement Under Flarida 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, Please contact 85D.487.1395.'pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The Smalls provided may be used far official communication with line licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an mail address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bti Produce Approval llccePb: 0 0!1 IFE PNq 0 CrecrTCard j S"ale, bumim http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 iiii i FUDING SHUTTER CORPORAY M N �lllllllllllll FACTORY DIRECT SINCE 1969 Castle r Impact Windows COMPLETE HURRICANE PROTECTION SOLUTIONS RMM Owner: HAMMER, LYNDA Address: W.O.#06052020010 18502 TRANQUILITY BASE LANE PORT SAINT LUCIE, FL 34987 800.643.6371 Wind Zone: 160 MPH. Exposure Category: C Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations O enm Number Location Zone Device Width (in) Device Height (in) Devlce Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 Int 142.5 85.5 7 28.8 -31.7 2 Int 37 63.5 7 32.4 -35.3 3 Int 37 26.5 7 33.5 -36.3 4 Int 37 63.5 7 32.4 -35.3 5 Int 53 63.5 7 31.6 -34.5 6 End 37 49 7 33.6 -43.8 7 Int 36.75 39 7 33.5 -36.3 8 Int 37 39 7 33.5 -36.3 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads -Components and Cladding. 6th Edition (1017) Florida Building Code. Page 1 of 1 Customer: HAMMER WorkOrder Number: 06052020010 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -31.7 142.5 85.5 142.5 87.5 84.25 9"o.c. 9"o.c. 2 -35.3 37 63.5 45 65.5 62.25 9"o.c. 9"o.c. 3 -36.3 37 26.5 45 28.5 25.25 9"o.c. 9"o.c. 4 -35.3 37 63.5 52.75 72.5 69.25 9"o.c. 6"o.c. 5 -34.5 53 63.5 70.375 72.5 69.25 9"o.c. 6"o.c. 6 -43.8 37 49 52.75 59.75 56.5 9"o.c. 6"o.c. 7 -36.3 36.75 39 52.75 48 44.75 9"o.c. O.C.6" 8 .36.3 37 39 52.75 1 48 1 44.75 9"o.c. 6"o.c. I- HETµ 0 FOLDING IMPACT PROIECTNE SYBlE11 GHOWH ON INS PRODUCT VALUATION OO UW (P.ED.)-NUS BEEN TERM MR. LONPLACE W ACCORDANCE WNH THE 2017.(61A ONDON) OF TI¢, IUM, GIRDING CWE'.1Hn. FOLDING ,PACT PROTECmE SYSTEM YNY.BE INSTALLED AT HIGH VDDCIFY HURRICANE ZNES ("a) AMC OUT OF THEN (KH011). DESIGN WRID LOADS SHLLI. BE DEIFRYDRD AS PER SEOi101IS Ino (WHZ) k 1604 (HMQ) OF THE MB MENWNED MADE MR.A BASIC WeD SPEED AS ROMPED W WE dA GWN WHEIE THIS PRODUCT TO BE INSIALIED FOR A DWECNONALNY FACTOR M-0.95. USWG ASCE 7-10 AND SHALL NOT EXCEED THE MADNUM ATE. OEIGN.PRFAVRE RATING MIIGTED ON SHEET U IN ORDER TO YEWFY THE ABOVE CONDITION. ULTIMUTE DEMNG WLYD MUM DEIOUONED PER AME 7-10 SHALL BE MST DMMNM TO ASA OMMN MD LEAD'+ W MULTIPLWNO THEN BY 0.6 IN ORDER TO CDWPARE WERE W/ MAX (AID.) 06GN PAESSVRE IA1WC5 W,LATED ON SHEET 13. W ORDER TO VER6Y THAT COIBONENIS. k µCHUBS ON TS P.ED., AS TESTED. IODINE NOT OVERSTRESEO, A M A INCRFAM IN OF ASIFNER$ ALMIMFA STRESS" TREW WOW. SS FOR IRKD LOADS WAS HDI"USED SIS IN, THEIR ANALYA WRATON FACTOR W m 1.BOUSED FO .WA, R VEWNGTIN EMI FOR RfM7AN M IN ACCORDANCE M SECTORSI 626 0: 1610�9. 1 a WE � MENTIONED PCODEASAS PER TEFFING PERFORMED �THURRICANE ENGINEERING 1ESIWG. INC. (H.ETI), HSRCANE TESTING LABORATORY (H.TL) k AYERCAN'lESIING TAB OF SOU, FLORIDA AS PEN P,,,CMLS TAG_W1, TAS-202 AND TAS-2OT, AND AS PER GGB,TTEU' STRUCTURAL CALLIATION& PERFORMED AS PER SECTION 1616 k 1604 OF TB FIDROA BUILDING CANE 2. MUNUCSS STFEL'SHEET METAL SCRONS USED AT -SLATS OIN ®SHADE BE 110.. 3', 410-W MINI MUM GENIE W/ 173.6 W YIELD 61RETG, k 1874 IW TENSILE S,ENGTIL SCREW, SHLL, BE C,,M WITH %THAN 5000 SERIES iLI1p0OPQYYER COXING, AS YANUFACNRFD BY WHITFORD Co.. SDI[ SUE. WEST CN6TDi PA Himl. 3. AU. ALUMINUM E)GRSDNS SHALL BE ALUMINUM ASSOCIATION JURY ANO TEMPER. AS INDICATED ON SHEET 2. WMILI, YIELD STREWN FOR 60BW-T6 ALLOY AT SLAT. SIRE, BE FT-25.9 -kfL 4. ALL TCREWB TO BLSFNHESS 511M 304 OR 316 SERIS W/ SO Lei YIELD STRENGTH AM So lo, TENSILE STRENGTH OR . WRROG,N REMMANTCCATED CARBON STEEL RW/IUIDEX TEK SCREtlG AND SHALL COMPLY W/ fLWIW RAIDING CODE BEWN 2411. 1.4. ALL ALUMINA, PN RVEIS' TO BE WU IlU1NUY ALL, WRH AIUUINUM MANDREL & BATS M BE AGIN A 7 GLVANMEI.D STEEL, OR ASI 304 OR 316 SERIES STAWIFSO STEEL mIm 36 W MINIMA YIELD S,,EHM 6. ANCHORS M WAIL SOUL BE AS FOLLTWS (UHLSB OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE- - 1/4' 0 IAPWN W/ AGW"GED THRFADFORM TEGNNOLOGT'. M NANUFACTIREO W I.T.W. BUODEN, WC, TO ION. fc-3192 PM. 1/4"0 . 3/4' SOLID GET, AS DISTRBUIFD W ALL POONT MUD GET µ„DUS'TO MN. f01T00 F, _ - 1/4' 0 GRETE-FLM AS MANUFACTURED BY ETDO CONSTRUCTION PRODUCTS TO UK fc-3 pL NOTES, A1) MINIMUM EMBEDMENT OF 1/4•'0 TAPCON ANCHORS OR 1/4t 0 NEE-FLIX INTO WNGREE IS 1 3/4'. MWWUM, EWE D ONCE (EU) SF41,. BE AS PER SKEET 13. A2) 3/4' SOUR BET ANCHORS SHALL BE ENORELY EMBEDDED (7/8') INTO THE POURED CONCRETE NO EMBEDMENT 01110 STUCCO DULL BE PERIMMI).'1/4 0-20 SS SCREWS USED SMALL BE 1 1/2' LNG"HNDUM SHOULD STUCCO EXIST. A3) W. CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. CR PAYERS BE FOUND ON WE EXIING WAL, FLUOR, ANCHORS SOUL, BE LING ENOUGH TO REACH WE MADE SIRUCUURf BERM, TACIT PANELS. ANCHORAGE SHALL BE AG MMITED ON NOBS &I k A2.ABOE (8) TO EOTRNC CONCRETE BLOCK WAIL ASIN C-90, 1/4' 0 TAPAfCN W/ ARCED THREADFORY IECHHCLCCY, S YMDFICIUM, I, LT.W. MUM WG 1/4' 4 . 3/4' LOUD SET, AS DSTR®UM BY ALL MW SIX, SET ANCHORS I/4' 0 CREME -FLEX, AS MANUFACTURED W ELAN WUSVRUCRON PRODUCTS. NOTE$ 11) MINIMUM EMBEDMENT OF 1/4.0 TAPCN ANCHORS OR 1/4' 0 CREME-FIFX INTO CNDBflE BID,( UHT IS I I/4', WHIM. EDGE DISTANCE (ED.) SNLLL BE AS PER SHEET 13 112) 3/P MUD GET ANCHORS ,HALL BE ENTIRELY DIMMED (7/81 INTO THE CONCRETE -BLOCK NU. NO E UMMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-2D'SS SCREWS USED SHALL BE 1 1/2' LONG LNDUu'SOMU SNCW'E)GST AND 1' MIN,UM FOR MALL WI, NO STUCCO. BJ) IN CASE' THAT PRECAST STONE N PR WNCREE PANELS BE FOND ON THE OUSTING WALL. ANCHORS SHALL BE LONGENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHMAGE SHAIl BE AS WOGIED ON NOIES.B.I k 82 ABOVE. (C) TO EmnM WOW FRAME BUDDING: C " WILL I/4' 0 TAPCON W/ AOJµCED THRGDFORN TEGNNOLO(,, OR 1/4. 4. CREME-f1UL AS YANIFACNREO'BY M/EUMEX, INC k ELM CWSIRUCDON PMNM. REGPECTNET.Y, OR i 14 ADDS WOW SCREWS OR 1/4' 4 NOS LAG SCREWS NOTES C1) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FTC% OR 014 HIM WODO SCUMS OR 1/0 0 NOS LAG SCREWS PRO THE WOOD FRAME UNIT H BE 1 1/2'. FOR Cl TURN C4 AND C6 THRU C8 CONNECTION TYPE AND 2' FOR C5, OR S BOGMTEO ON 101000 SECTIONS ON SHEER 10 THRU 12. NO THREADED PENETRATION INTO WALL. FIN®, SHALL BE CONSIDERED AS PART OF THE MUM THREADED PENETTATIOR C2) MUIMIM EDGE D GE OF 1/4' 0 TAIPMM OR 1/4' I CREME -FLEX OR 114 HIM WOOU'MUM OR 1/4.0 ADDS LAG SCREWS INTO WOOD DULL, BE AS SI,WH ON SHEETS 10 THRILL 12. C3),IN CASE THAT PRECAST STONE PRECAST WNCRZTE OR BRICK PAHEB. VCTIER OR PAVER BE FOUND ON THE ED51WG WAN, ANCHORS SHALL BE LONG-EWUG,T) RFALH THE MAIN SUESTATE BEHIND SUCH PANELS MNAYUY THRFADFO PENETAI,N SHNL BE. AS INDICATED ON NOTE C.1 ABOVE. (0) TO EX6TNG STEEL STRICTURE AnL 12 CAGE FY-M M (W) ILVLAVy, -1/4' 0 Tm BUIDDL TEN SCREWB W/ NIL THREAD PBRTRAT,M NDRS: 0.1) MINIMUM EDGE LSTMGE OF IR1 MwEI( lIX SNf9l 1•. 7. ANCNWS.,HALL' BE O AL EG FOLIRWNG ALL OF THE RENIIYENCATOT6 MID SPEMGTONS OF THE ANCHOR B. R S BE ME RESPONSIBILITY OF THE OONIACOR' TO VERFY WE SOUNDNESS OF WE MUICNRE MORE PFOCUCI S TO BE ATTACHED TO IFbLRE" PROPER ANCIWRAGE TIS SHUTTER EHAU. ONLY BE ATTACHED TO CONCRETE BLOCK N WIND iRNEE BALDWGS 0. FILM UNR MUST BEM PNtMYFHF LABEL IN A VhN3E I C MATH WMHNG MR, MUNG PLGCD6 OF HURRICANE WARNINGS HOME OWNER. I WNT. OR OTHQS. NUST PROPERLY CLOSE ALL GBiIERRECET AND ENGAGE OR LOCI( ALL LO,R. 1G PRODUCT UANUEACTURFN$ LABEL SHAD- BE LOGIm ON A READAY VSDLE LDGTON AT PRODUCT IN AD,MCANCE CORN SECTN 1709.9J OF THE FMRQA BUILDING WOE RE LABEL SHAL BE PLACED CDR EVERA OPENING, LAUMM TO COMPLY WITH SECTION 1709.92 OF THE FLUNG BOUDING COO, It. FOLDING IMPACT PROIECINE GYSTmn INSGLLEATDN GILILL COMPLY WITH GPECG INDICATED 'IN THIS DPAYANC PINS. ANY BULLING AND ZCNING.REGULAI,HG PROVED BY INE'JIACSOX:V,N'MIHFRE PERHT 6 APPNED To. 12 (A) 1HG PRODUCT EVALUATION OODUHENF(P.M) PREPARED BY TES. ENGINEER IS GFNEHC AND GOES NOT PROWOE HFORWI,N FOR A ME WECFIC PADACTN LO.WHERE THE SUE COMMONS DMTE FROM THE PF . (B) CONRNCTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCIVGE AND INSTAILATDN INCLINING LSE BAFEFY OF TS PRODUCT BATED ON. THIS PRODUCT VALUATION DOCUMENT m=mD HE/SHE DOE NOT OflWE FROM WADE WHDFWNS, MAILED N THIS, WNNEM. CpISTRULTDN SAFETY AT GIVE IS LHE.CONWCTOR'G RESPoNSIM=. (C) THIS PRODUCT EVALUATION DOCWETNT'WIL BE COSDEFED LWALID U WOUno. (0) BITE SPELNC PROTECTS SHALL. BE PREPAM BY A FLORIDA REGISTERED ENCIHEEB OR ARCIITTGf WHO, WI, BECOME THE ENGINEER OF RECORD (EOA) FN THE PRWECF AND WNO WILL BE RESPONSIBLE FOR THE PROPER USE OF TIME-P.ED. ENGINEER OF RECORD. ACTING AB DETDGAIED MORMON TO THE P.E.D. ENGWEER'SWLL SMUT TO THIS LATTER THE. SITE SPECIFIC DRAWINGS FOR 13WEIV. (E) THIS PLD. SITYL BEAR THE GTE AND CRDNAL GEM. AND 9(IAIURE N TO pM,EGSIONAL MOWEER THAT PREPARED TT. HAUAAi i I•�.� THIS DRAWING MUM ONLY BE ABED TO. OBTAIN ER 114i� _- PERMITS IN THE STATE OF FLOIDDA v�tEils�y'✓� FLORIDA BUILDING WOE (High 'k Non High Velocity Hunncon0 DETA2 m SNEEJ 3) ® WALL HEADER 606 u ALLOY um• ® SLAT WINDOW '606J-1S Y m BE fFSED MYf/A6lAWDlM15 JO PEE! OA MCNE6 A60PE G4A0E M. M21 .E4SUREO AT B SOFDWIG EECOYPONENTS 10- 21 @ 11 ON, SHEEP 3J © LL-END ww-re AuoY ALT, B07T0M TRACK ADAPTER © BOTTOM RAIN GUARD ww—m.ALLOY 60G M ALLDY ❑oN; zar COMPONENT a 0 tt @ ® 2- - 0.12T ® 2- tl.2 .025' 0.062' �J��I09���M ® RAIN HOOD 6mr--TS Au" RAH10A BUILDING CODE Ofgb @ Nan High VUacit, H.r cane Zone) TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ova n. lw�. I• FOLDING SHUTTER. CORP. voow - ro eE uRD As AN ovnav rpe ?u WsrAwlxws YxotR uArx YosJxc wr wriwc rcamwnws ws pER rNrs DeTA2. - I= (2) wfi2VM5 WY BE W ONE S l Ma Y pe' 05IIW (YAK. EYfAI to S M). TYPIC L ALTERNATE PERFORATED (1-MAT WINDOW ELEVATION (LARGE MISSILE IMPACT) M IYW 4' YAr UTW 2' RAT. SpACFD ,DYNWI/Y r11 AP. ml WIN /I'YW fA0.Y ams aF 9AT my a em7olc ro. RAr°aIv le � DR7imaror-vavnucr. "A SLAT ATINDODT DET FL (¢nanW7) 1 ` 1 FABLE 1: .SOURCES FOR & 7,pT.LL 7waaxrYs lT�`mvflO R7R+� mrna wlexw / see Row)nr v7Av1e NLWICAD(6V J) YIGW IN RL9N Hll9CL: 4wJIc.GWMY AST1 D]Ol O.W] AM O.ON Ate' MDJYN'El; ifN3C YIM SNUSIN /SIY 0619 pal 9,%D p1FAW1. SiPM4T1 IS TFID ISIY m 12= 2.]m pLL pal Il. W. ,uxutY Y0Uw4 P P6C tliu.m5o J,0.mO pst W...am pai HOLAIED ®0 • muix[ dy}[IFTtm¢ ISfY m5e 1! R-A� lYDpD Dp91Y U we.J .7.2 • 6"1 1Y0 FYE m w. .SN Dm 0-1 p . 0-1 4Moi !N Gw)aN ASIY N.. No -r 9m'I bFd4®00: ,5W .1. 1F1ID1E ApfniM /31FA 6i1P El@1D A Dole p]m Pal M40 PLL 1plDIIC SiX6l B6QiE HGMFIWo A9Y C6Y N., psj, em0 pal TABLE 2: SOURCES PoR J7YaKD Y151€p rm, mmwr ,rnD1t vaweY)ss Raw.mcw, vwr � �mrsye pY 9GY sPsune epaYn- pm ww D.wx m! ' ¢e ewa 7QImK 01 ASN Dom ' I5. val /IIJIMK.0=WI hGIHoI A7 YINJ ISIY moo 1l. WO paL YNrtLL ,LIXIP4L 9 GPl6 14,Y mp0 �SD.O]0 pat +aroaD NDo 7su Dzm 0.6 n-A%u N6MFN(W TYRIK F)FMSgN /SIY DSpB ,UDW9MV LL W V-3 w1Tn6.1pYfFRI.NK ISM OMIe. !W'Y R.OROA MIMING CODE (IGII eNon Nigh Velocity HcIMcone Zon 0m17 7lIEDO v¢. TITAN 11 IO101N0 IMPACT PROTECTIVE SYSTEM el FOLDING SHUM CORP. L ET C O 7..�. 7mv xvAmm w7u em PYY ®nt n a7]n 17-062 Nt ,Bp}X7-LS)1 ® 7Ya7 J m u >0>©>O>O'llez�D> 171 4 OR5 ®(2, USE O.C. UP _TO (2) FOR 88' AT PANS 30' — $ O 1B (2 t C SEFNO CONNECTION SHEE T ETE 9 HEIGHT. FOR O O • O ON CONCRETE CONCRETE NIL SOR OR WOOD INSEAIUTONS. p.i�casEs�iaY� • L f NOTE: SEE SECTIONS T THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET''6. SEE, SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4WA 4AW & 7W ON SHEET IT. SEE SECTIONS 7AW,. 7BWA BW & 14W ON SHEET 12. OfOW/ Q � �8...�'OR �B • NOTES ON @ & IOCKWG TUBES @ AT©&®. 1. TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S YBAPAN SPACED �— USE (3) 0 AT W- O.C. AT 30' O.C. FOR SPANS.UP TO 89'. USE THREE- (3) FOR WMR SPARS SPACED AT 30' O.C. AT YIDSPAN. COYPoNENf NAY BE ANT FOR SPARS VRCER TINN'98'- UP TO 144'- INSTALLED INMUOR OR EXTERIOR SCREWED TO TAPPED FNTERPIECES QOR b. LOCATION OF ® SHALL BE.AS SHOWN ON TYPICALELENATON. 2. (2)LOCKBiG TUBE SNLLJ� ALWAYS BE USED TOP & BOTTOY AT PflODUCR CENTERPIECES 4 OR 5 AT ALL IHSTALIATIONS: LOCKING TUBE ® SHALL BE SECURED W LLVFRS AS SHOWN ON SHEET 9. T SEE UURATONS,FOR,®ON SHEE 2 RORIDA BUILDING CODE. (High &.Non High Vd=R, Hum ana r ' D.DEO' 1ND( SS DPI'AiAI 0.W NWD- (8E SXFLT 1]) � ROTA "gyNG Q101-SIMICRIR4J ^tom", mP)✓d� —�? (catD�ml 1 I./m.rsss.xs w/ wn• laxc minx I JI18' BIAMiG tl/ A 0.150' PGP � 1 INiG 1M •.2E QaEO'' — 41W1D.?7a• O IB• OD. N0 02A5' :mi, . r l ' =' SECION 0DOeOaNG B.D.A O.D. AND "IDUN , Rnee.n a( G .W smm"c Fw Gn.) smE (1IP.) 1 D Q� } ©O Q� } aPmx^i RIW ImoO (NON-SROLTNAEJ 1500- J/IB• 011OL POP gVE15. 1�' O.1I O.0 1/4• 0 Ow DI60IX 1 T4YO.V w/ .V lIP6lZtiC1U SECIPYIWY I pQ 01/4 0 a,ca• Dm 1H• P.. 1' lEK or X/R IO]IJR/'Ifs 1 suaa OR 1/NIFT a } 1@L Offt➢WR O 6' 0.0 1 anS DS e, MYf @ 1 w611FA O f" 0.0 1 �'�J�'t� /Ib]• ss sus. w/ tR e� TMKUI n .weruD mDacroH nJ 3`� 1• tcxG xnax IR19exD5 - iwDnncY ON. BORau). NN a/C Z 1/f P EILQ tsEE al¢n!a) � umcDTp. TaP>; P](CFPT AT WALL FACE MOUNTING INSTALLATION rDrslNrnTm P%O11Lt5 wus«c mP.) SECTION 2 °�E'"°` W 1 V. Y4 F1�1lM WALL FACE MOUNTING INSTALLATION o', �iTl� SECTION 1 In- 7//, sP.�e a 'OtCMm elms laawsn (M fc-2� O O ItIGVAI SP.LAF' SF&GGERED ANCHOR SPACING DECOR DETAIL FOR b1 INSTALLATIONS DETAILS INTO CONCRETE 'O,VV P ECEry/ ✓"_ " BD' & CONCRETE BLOCK c` :' v SF`•.�- SC - N.T.S NOTE FOR COMBINATION OF C CTONS ED. v EDGE DISTANCE .1- MOUNTING SECTIONS CAN BE COMBNm '(SEE SFECIFlCATIONS ON SHEET 13). IN ANYWAY TO SIR ANY INSTALLATION. T SEE UWTATIOIS'FOR ® ON SHEET 2 APE $MEET l3) SQEIY i WA81ER wuL I ?3 WSxx61Y1V wNL TTooR no Y BIFLOR.f1M'n .Sp1) ESGN PRESSURE RATING - +65.0.-90.0'n FLORIGA BU(W1NG,CODE.(High'.@ Non I09h'Velocity Hurricane Zone) 01e1T "gym ' TITAN II FOLDING IMPACTPROTECTIVE SYSTEM ow.6. 1LL LL E� FOLDING'SHUfiER CORP. 07AD117oTI NW @ CNGINFARIga COnY1Y JIIBP N T PI `AJ..VVOY P®y ylY YL%1 PNL 8Gp{ 4141J Je ea ooN I�-oe2 o �a m-amne Pktaoa.PY_�,1 •••i°v °vame"° °u°mc x° %,,,4 a iWf L. PE iMWM Ic / efl6) rt 9�l a 61] m/tLn 1/co. J/a•GX3 GORDI OR 1/1 . =ts x/ Nuns k W.WIm a a• SNCREIE OR REOYce"IED /10 a OT]' I ALTOP Ok Rn1E POP VLafti IT RFNL I L T L BOTH , IgIG (TYR N RQlflt WILY 13) (�" GOO GRET lJ) LNIER.WIE IFf k Wq� Oon"No" N 1/{'P SCREN O/ FdAEp WNpiIE OR CCNOEIE BB �� . NE OR I OR 1/,' . J/6• J/a' W/ Ron; BOL k J/B' fA01W O L9/!M! BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE roR NYRWAnox OF SELTONS: E'D EDGE OI6TONCE I1- MOUNTNG SEOTONS fNr BE. COMBINED (SEE S'r_.CAOONE ON SHEET IJ) N ANY WAY TO SIX ANY MSIAIlAOON. T SEE UNIURW1i FOR ® ON SREEE 2 T smuYTnv I I uW NnJRxmo TO aAss TO aA4 SCX601E •t (0" SCEMFI 4 13) y or 33. m T ® t • A4IFIOUTE ]/16' Al Y i 0 PoP RNEIS O w O.C. 1T ROR FO EO ]/16' WIY. PoP RrvflS I o A3 a/le NLLL HP lc fl O 10. O.C. IOIN !06 O 1a- O.C. BOTH SIDE; WOU]3/G PET6COO Yx J/.' KxR= ,/J' W RVA RED Cp ^ 1/6" INgI MIT W/ llA91ER k NO I W O.0 IR _ !, Dr tax 1/4" IprB BOLT.x/ $ Ni &'0.90fl k HVT O !' OC. 1/6 Y'THC06 OR OLLTE_REl Y+CNOx^v 6' O.C. Y OO OR /d' ppygy COYCIQTE OR ]1J11/e'. fiofi]-Tfi cont.. 6316 W6J-CGir. WR..WIY. Y+QE. Cp1rolE+E BIDCN NNL RFM➢RfO OIW: INfiIE 011 BFM PI.00 'ER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 am PRESSURE RATING- +66.0, A PSF IN A.S.D. DESIGN PRESSURE RATING- +6&0. -66.0 PSF I 1I01, lfPIPAT01 CVS! (GtuyaLc �0 L 13) ON °N I umawE 16 I or �1.r _ I k NIDIm �, T ORIEH111101+ C •la u �i,( yy O<tadl.T�r 04 (sE sMFn 1]) 1/C.. 3/4 TIX! SINEW �� DIRRM E OR 1/s• . ]/r• .I. N/ N RR • s/r WARNfA-O 6• on U IYIIII MOUNTING INSTALLATION • � !� FLORIDA 6VIIDING CODE (H"qh & Non KqN Velocity Hurricane Zone) #2 NO.44167 *1 m °" omco "° TITAN 11 FOLDING IMPACT PRO ECT VE SYSTEM °A WOn _ IL ECOEWO. TiERngny FOLDING SNUCORP.CDRP. NII ,DY ` _/(�•1•_ ! ,� � `-/� • `y • • •••. RWIlSIINOd LVOIM�QANO.COYr1NY Y1, � LL uCUy n NCO -1w' TRr ,x16++BLT R/LL MSI PYY PULI. 0. ]MIJ I %-DB'1 • V \` r11 .�iwL W..e mom �e'AKflwlexmn WAWN4 xs RXHR"y. PE DLPRY IJc. i N,6) 6 No. 6 Cf 1] vl"awTay.n.wywrz n PEWEO C011p'j1[ 0.060' H G RG1pI H005N0 / // RW0( 0851'R (Mi., /10 . T 55 SNS V/ I 0Y OVUN W/ ANM1@1- `oP O.lm' IMS TOP ]EC19N 0300' 0n /NO 020. L. 2 L .V0 0Emma EEm10N 0.]20' = " Evnowa 0011-m ALTEPLLIE ]/IE• PoP PNEIE o ]• u WWm o .-�2 OPfP1YAL PIP. T T AWL POP phlE OL. BOM.SGE4 L W/ 1/2.0 x 909NIC5 ' IDK. Nxv AT hiYFlt ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A scuE: N.rs ,�TJ11y�P ..NQ S �i NOTE iOR COVBINATION OE aECl1pN5' � ED. � EOGE CISTANCE : � N0.44187 1- MOUNTING SECTIONS CAN BE CONBINm (SEE SPEGFICAlI0N5 ON SXEEP 13) * Crc W ANlYlAY TO SUR PNl' WSTP11ATpN. T Sa I ATONS FOR ® ON SHEET 2 SQyan�'j� L� I I.� Atrtwurz ]/Is• POP RvclS O S. AT PFM. 6 r COI0ELI011 CS=� (]FE 9FET 1], Y1H. EA ALTERNATE TRAPPED MOUNTING ST L_LATJO I -AT BOTTOM PK eZFT:i7:l RORIOA StAMING CODE (WO h & Non Rgn Velocity HUOCwa Zone) 02017 n 0 °m' TITAN II FOLDING IMPACT PROTECTVE SYSTEM mux ee L E� FOLDING SHUTTER CORP. 2L® Immw.r w¢ xTS P.lW er wr, N. ]]Iu � 1WdIWl1 02y20/12 mrz w0 s TNEwTnaxo.c0len nmm�a.. a �m 17-082 m-0msnv NFfR A 1¢IR b. P.E flClapA 1s. F MIB) 2aLL"wAtl1eVpn vums x. mlyn uxxmoxw�. � wanuA "� � DI x4G W ,/IY pNp9 m u�D�Da OIR.1 (vc scxmuq SPAN TUBE MggOEE�LCT:T1npm1NaIMAUA71ON Y -WS'TI- 21 wt. Lar I E I ts[ n e..e. narc F [ TYPICAL. ELEVATIGN NE+IRE AT MIDHEIGHTI t � uunm6 M pox w z Y�%�f TABLE 1: M. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) IE TUBE 912E MAGNUM PsPAN ALLOWABLE TUBE SPAN REO'D ANGLE. LENGTH EA. END 'NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE 'TOP OR BOTTOM TUBE TOP OR BOTTOM NEE 60" 106.0' 13 8 2".4"0/8- 96' 85.0" 17 10 144' 69.0' 13 8 80' 117.0" 17 10 2"x4'xl/4" 96' 110.0` 21 '12 144' 91.0" 21 - 12 80" 109.0" 17 10 96" 100.0" 21 12 144' 81.0' 17 - 10 80' 124.0" 21 12 2'x6".1/8" 96' 114.0' 21 '12 144" 93.0" 21 12 { BMRIFRS Im I AWE k SELM DOES DD NOT �DMEE1 E'MM MOUC1 WM ENOWN ON TABLE 1. TABLE 2: MAX SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAOMUM PRSPDAN ALOYNABLE TUBE SPAN REO'D ANGLE LENGTH EA END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2"94-xl/8" 96' 60.0' 17 15. 144' 48.0' 13 12 80" 87.0' 21 18 2".4-.1/4" 96' 79.0' 21 18 144' 65.0' 21 18 80' 1 77.0' 1 17 15 2".5'.1/B' 96' 70.0' 21 18 144' 57.0" 17 15 80" 88.0' 21 18 2-x6'.I/8" ' 96" 81.0' 21 18 144' 66.D' 21 18 D d INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL 9wE: N.Ts. u o ✓// . [GQY[ NNL ASD. =W P URE RATING - v2.0 P FLORIDA BUILDING CODE (High M Nan High V.I.clt7 H.m.... Zone) No: 441g7 `; ° ° MAN 11 JOLTING IMPACT' PROTECTIVE SYSTEM [P�g *t 9 5� O / �Y ORI•P,:,r '•. S/ 6\!\ �,1 IL� nunT[sra0 s wwx[wwo [ONRAxr �.mR...>o. R.�.,n,NN �"1px®_mou. � oe �",o-,u, FOLDING' SHUTTER CORP. >® N060$ HA[[ lIIfPRNaM4LiL3%I' .P11./aa��'x 0[R 17-082 oumxa x. vmT a a u i ie• vw antrs w vvi.• I ( iP¢ o .e•nc �3 / w/,,e• wv. rr �I I1D3 O ,6 nL \3 / BUILD —OUT END CONDMON or or EXFERIOR � � �� �wwpe�a e HORIZONTAL SECTION 20 OU N'IY1 Nomaxrn sscra, envow w * MAY VARY.Q 1/Sf SIQ R iRIPFED OSLMIQIOICi nvNx/osrzCrux i 60= 180001D1b TOIL©ON SHIFT 2 +'� o ,e'ac m e>onev vwe:nva NOTE 1 ONE LOCKING TUBE, PART # SHALL BE INSERTED. INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE©OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE.a A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE PP SHALL BE SQUARE. 0357'z0.357' AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH'A 0.120' ad. 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'z0.675'x0.085' THICK COLLAR MUST BE INSTALLED. AT. THE TOP OF THE ALUMINUM LOCKING TUBE Q�1 A 2-PIECE, THERMOPLASTIC -LATCHING MECHANISM MUST BE INSTALLED. ONE {,)PIECE, 1.375' LONG, N7iH A 03660z0.36600.630' 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 CUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK & WOOD (AS APPLICABLE) =================' mvu ernw,u¢ A]e0• llm, or .N.wa o.rz,ssnl 'I OR( HM uea END LOCK ANGLE xamavoi saaw r. v-. Ile mxr. n.emnu ea lO om-aco_ m+ ro w- svw • 0) o m• nc a uam rw w or T�1T - — -g 95 /r,0¢ o/111 .e•.nc END LOCK ANGLE .w21Pf4 eLC11W ,Qp �mrooutt e i ac ......... A T RNAT LOCKING SLATCORNPR LOCKING DETAI ROWIAA BUILDING CODE (K,h @.Non H,h Velocity H.Wk.ne Zone) '•t 44�e�• mmn Mrz M I L E C O , nun nsrum • wcmrsAura navv.r ®-woer,c suTT,n A. ,vn a. vs TITAN It TOLD PROTECTIVE SYSTEM. o" w FOLDING SHMER CORP. �m vuvv nn um few i 17-082 auuaw ,uuc amn-cur Ywwr PM YCIAYI .. 9RCr 6 A A (2) a/,V M, gAFR. IllnndY YLY '4E NIn1E f6 YO' IMl mp fxw P'9wn q.i 4S 9Y1G1) 0111pvMm5 �� 9 OPpOi. Ilp uAfRS isaown ro xosr _ c 19 rm � .'�s¢r a pl ann• xs,wr-is. CYalIRLIElaa 6 a1Q' M� p GNEEXTERIOR ELEVATION MM SI ,wp SM PLAN VIEW A —A cw emY NYids�•r OF PRODUCE ®e `o OPTIONAL SIDE ANGLE tw3IX anY wro - W r 1n-. rrn o'-a' (MR 4CM1N A 9nar�>1 r NTS HA YIf1LTI0E 1 ®IIOY W m 1W1 (1 xEPJNem) -iW NggRS u umi m vaa 0 p 0 1/1 e . r a/Y v wmxs/�-nu ti on xm wr s ru. woes o �e• oL .q. a/Ir92-- Ile MEIS W w51Wc S1nIKNXF ¢. SP s 3 3CORNER POISOMETRIAm. o rro .xo mnau v.an) 9�nnx,a TRAPPED END CORNER POST CONDITION W/ FLAT END .."cool p,✓. „sue••:. P. TILUa ilAW¢r. BUILOWG CODE (H'qx & Nan Hi9f, Velocity Hurricane Zone)' END INSTALLATION DETAILS INTO CONCRETE. 1,0.W67 � �°"°m"` T'TAN"FOO'NOIMPACT PROTECTIVE SYSTEM oNRN`� k i.� .r CONCRETE .BLOCK & WOOD (AS APPLICABLE) ; 4 IL ECo �r�. FOLDING SNUfTER CORP. " nwrarsrwcswuxazwro coYrurc ��*Y. 64oI aU lIyIl 1u 17-082 M r!Y -0.]-nl)� 1 No . I ouIma No m-avnne YK1FA PL A IYLI b. PL sraysuwum/mc rmioor, uc !urea BRUT y oT 13 2'H- rH6x Ss ifou-ss sus n/ t/ae. u/e xousNc `lwc Ilnax euMm6s R>w ravl luo t• rant Rm mllca7. ESEP! Y' nmLm N6uswe Rw.l 1 1 /10 • S' SS £LL£ N/ 1 ,%aN YN6 IIN®1 Buvlms wannn LRic mP.24ri a3W' 1 oD. um 6.Ns' YD Mm 1O.iLI'ID1T. Wf.oA 1. SII.l0.N aJI_a- aD. NUI 03{S L6 P NM a.lss•.gara-' MQmv UM. WDM14Y1 ShhP MI ' SIPPPMB FA J/16' YIN. POP FAi1S o ale-oG o I or f n i `WNI Fe1N1 WALL FACE MOUNTING INSTALLATION SECTION 1 W ®t Z� i BEE UMRATONB FOR: ® ON. SHEEP 2 " NOrE MR COM®NA11ON OF SECTIONS: 1- TOR MOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE NAVE A MIN.. SPECIFIC DMSIIY OF 0." OR EQUAL TO 1- MOUNTING' SECTIONS CAN BE muON I W ANY WAY BUR ATIONANY INBTAII. 2-IC C WM R Y1W: PW O 18' O.0 �EA0. •CE "-.FLORIDABUILDING CODE (Hgh & Non High Velocity Hunn"ne Zane) No.44167 .1 ; mm" aNa�` TITAN [],TOWING IMPACT PROTECTIVE SYSTEM FOLDING SHUTTER CORP. 6a:.s P s AM,3 I6a0.M1-W)1 B NE IL RE O roar TLsnxc . 6NmNFrnwc wlwANr Wf.uw�: �) m:..��i�i"v �S�9:Y t'e-omens N.OLIPA A ipyl t. PE IIdVW'11� /MI6) O \ R,• 17-082 n SXQT lam 1J SgyA[/lV][ m/Wa 2lC Wtt0 $. / lleJ• 55. £115 rILN4 NYLOn BVSw �5?/ A!ID ,• Irwe Rm ``=�'1I A] xulm xdrsrci .4 2l I C .— (9F. NOTE •) 41&JSO.R]01DN0• I I 161 WJB VrF/.TOt IsIR �T)A. stx . 1 SEE UNITMONS FOR ® ON SHEET ] NOTE FDRLOM�NATON OF-CECTIONG 1- NOUNDNG SECTIONS CMI BE COMBINED IN ANY WAY TO SUN ANY INSTA T10N. NOTES I- FOR L'W)W FRSI NIE CONRUWON: WOW MENBERS TO SE NAVE A MIN. SPECIFIC DENSITY OF 0.46 OR E= I( I uv1 stnwum I Das ( m sann1j� a 9QF] ,3)J) 1 wTlnvYt RM xa55 (na-mrvcmiuU��tt 0 o Z3 ]/le a Pop RAVIIe o ,• O.C. v v ,ql I I A or T (— InN. stRmmrox I. I I �axsz I y (sEE sMIDAn[ I ! w swmuc - oN SNEEf'1>) I I sI6Er ,J7 r or v�.1 th1x I I I ! w Qg r NIFWMIE >/,6•_ N.W syippM[ �� GPRONK POIII \ fly � .3.z 141• COI � 1/IY t J/1 TYS 2REB W= w .I 111 V 114' V 10I 1/1• . J/1• EGOS W/IMS � 1''' 1 1 I I ]/e• Yus1Ert a r O.c. I ` o II Jwi RM]M BUILDBUIL —OUT FACE MOUNTING INSTALLATIOND SECTION AW NOTE a •A1TERIUTE LEC L VON. AND ANC,IORA E TO WALL SHO'8M WTIED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. NIWUIE ]/16• NG (1N05 O 5" O.C. AT fOM. Nd: PCV RVLIS. fYllH SN6 TRAPPED MOUNTING INSTALLATION SECTION 7W f RIDA BUILDING CODE (Niah� & Non HIRh Velocity Hurticane AF FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) I ux sEPuuron I I Io wrss � (s¢ soanwE � yy � wl SREET IJ) I 7j :3 I (MN-SmuGrvRi) I1tERa. J/Iw a F POPRN Sora.c. AT fEM .� 9 . a ln• 0.0 Bpix 5m6 EO Egy & B _ no. NK W rccN REa2Rm - Do Haul uJaJED) owomlen m Y Ea 2' TAN E0. T SEE l➢dRA1fONSPOR m ALT TRACK ADAPTER MOUNTING INSTALLATION ON SHEEP ] NNE MR COMBINATION DE •ECTONS, SECTION 7BW (BOTTOM) 1- NOwnNG SECTIONS CNI BE COMBINED. N NJY WAY TO SM AH'r INSTAWTIW. - Nx. SFPIAAtWN t.P Cavf. woo la ctISS ice: PWE IEoh (� �lE ax sl¢2r u7 I- MR WOOD f E CONSTRUCNGN: WOOD IJEMBERS TO BE HAVE A UN.SPECIM DENSITY OF OAS OR EOUAE wJ11 12a5X 2- SEE SECTIONS BW & 14WFOR M AS.D. DESIGN r PRESSURE ' -RATING & SPANS III I-�e sauas u a- ac N BEnvsDl mussEs oR " 3m' 2] a•- as. uu. I/s•.a• Isom-te1R.M PIAtE n/ 1/•ro ,r ra scams o •^ae w GEIVREN Wu556 !»aE (W aPWU&E) (2) Nn64 I/a' WS RTa9N El51Wc SOF)li Rauu+s oJSYa Dre.)' /,Ou• ss. sus 7' yy xrlwl nu&mlrs-O /10 . Y ss sus. n/ I B Om. Barrsuy Em aJ)Y LO!G .R1 u9n n/Aa,Js LWC TW 5¢TON DST• INST) aA NID 0.2N' i-0. /Ial • 61 mY": mm '.0]] D321• IwiO 60110Y YPL �ARNWN ULi0.1RKIB I� SOMON O.J20' DD. NID azaa•,-0. ]p aµq (sn¢s swvRNc u or �.T 4� Dre.7 w Gn sNEEI u) 3) ROE _ HEADER TO TRUSS MOUNTING- INSTALLATION SECTION 8W (TOP) AmAi•inn�c a Rw3p1 Hausxc e O .a6'O.C1Ea /a- . FLORIDA BURDINO CODE (H�SN & Non or @t 4� 20 . J/a. Nurse ac. Hurncws Y.vnu P,vs mN¢ a P4 Auasas eDw�en reTsu,s �M M mans 30 psf 14 144' 180 ism 35 psi 60.0- .0' 60-0' 88 10 fl lo0.0" 100' 146 tOtt 144 1"- 210 Wit 40 pef- 60.0'. 60"- 1007D ft 100.0• loom 167 W 144 144' 240 lb H- -1 a 60.0• 60.0" 115 ® ft ao.0' 80.0' .. _ 115.0" 115.01 144• 144' fit SO psf 6.0' 60.O' 125 W 89.0' 89.0' 187 lb ft IOD.O' 100.0• 205 IIt 120.0' 120.0" 20 I 1" 140 30 f 55 f 60.0" 138 Ib ft 91.0" 81.0• 187 Ift 100.' 100.0' =9 IbIt 120.0•. 120.0" 13' 60 psi 60" 50.0• 150-Ip ft 80.0• 80.0' 100.0" 100.0" :Rik 115.0" 1154* 2BID f 131' 128" 3126467066 5. pa 590 IIIDDb iftfttt 92.0" 92.0- =49 b ft 100.0• 100.0- 271 ID ft 126• 123• 30 ID - 70 0. lOOwO- 292'Ib ft 121' 118' - 374 Ib ft 75 psi 59.0 59.0 187 Ib ft 100.0" 100.0" 313'le ft . 117' 114" 397'Ib f, 80 psi 113' itt• 4DO Ib ft 90 psf 107' 104" 424 ID ft 100 psi 101' 99" "7 4C ft 110 psl 94• 90• 468. 1e ft 120 psi 87' 82" 484 16 It 130 par 00" 76" 483'Ib ft 140 P5f 7e 70• 48{ IIAft ISO psf 69' 66• -I8396 H 160 psi fi5' 62• 483 ID ft e6Das: N: YI,ANUY NIDC1BlE PRfIWCT SPIN f A GIVEN po4 A5D DCpGN PRESSURE RATING. L-: MAX. N3DNA9LE PRODUCT SPIN. FOR A GA,134 NEOI.IWE ASD. L 14 PRESSURE. MTwG. NNIL YNmIUY AIOYIABIE PRODUCT SPIN a EIXYL TD THE pi,,, IXTO%iMFD PRDWLT SPAN fiE1YEIIt I. AND %--'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHORCONCRETET SPACING CONCRETE ANCHOR. TIDE. _ CONCRETE BLOCK ANCHOR TYPE EL ANCHOR TYPE � WOOD ANCHOR tt E A - B C - A' 'C E -,A,C F 0 ' C1 'g. 425 LS/FT -- 388"LB/Fr' 157 LB/Fr /34 LB/FF 256 LB/ 9 6 473 LB/Fr 418.LB .236 LB/FT. 202 LB/FT 383 LB/Fr 432-' FT 12. 387 LB FT - 334 LB R 166 LB R 142 LB FT 271 LB FT 347 LB FT C2 - 9 456 LB FT 362 LB/Fr 250 LB FT 190 L8 FF 31&-LB FT 360 LB FT 8. 525 lS FT 419. LB Fr 312 LB FT 285 LB/FF S53 LB/Fr 493 LB/FF 9 390 LB/FF 309 LB/FT 157 LB/Fr 134 LIB/FT 257 LB/FT '329 LB/FF C3 6 496 LB/Fr - 375 LB/Fr 236 LB/Ft '202 LB/FT'298 LB/FF 405 LB/FT 813 LB/FT - 572 LB 326 LB/FT 304 LB/Fr 418 LB/FF 6 LB/FF - 370 LB/Fr.157 LB/R 134 LB/FT 256 LB/ 9-) �C4 �/ 592 LB/Fr - 448 Le/FT 236 LB/FF 202 LB/Fr 357 LB/Fr 4 FT - 7 3 972 LB FF 682 LB/Fr. 389 LB 364. LB/FT 500'LB/FF 753 LB/FF 9 281 LB/Fr 224 LS/FT. 81 LB/FT 83 LB/FT. 143.LB/FT '103 LB FF C5 6 421 LB/Fr 334 LB/FT 122 LB/FT 125 LB/Fr 214 LB/Fr 155 LB/FT 843 LB/FT'. 243 LB/Fr 25o LB/FT 432 LB/ FF all LB/FT C6 - :9. - 273LB/ 410 LB/FT' 3251LH/FTi 12157LB/ Fr - - - - 138 LB/Fr 207 LB/FT 102 LB/FF 153 LB/FT 3 022 LB/FT 975 LB/FT ;648 LB/FT 414-LB/Fr 307 LB/Fr 4 269 LB/FF. 301. LB FT 183 LB/FT 114 -B/FTl 153 LB/Fr C7- 3 358 LB/FT 402 LB/R 244 LB/Fr 152 LB/FF 204 LB/Fr 2 - - 305 LB/Fr - 12 491 LE/FT 596 lB/Fr 409 LB/Fr, 265 LB/FT 168 LB/FT C8 a 7!6 lB/FF B94.LS/Fr 614 LB/Fr - - 397 LB/FT '252 LB/Fr 1. 6 1982 LE/FT 11194 LB/FT 819 LB/Fr - 530-LB/Fr S36'LB/fT SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE.& 20NE 123 ZONE 4 5 -10' 2 1/2' 1' 2 5/e' AS LESS >5'-10" 2 5/8" ¢ 1' 2 3/4'} TO 8'-3' >8'-3' 3 1/1' 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, ; s: 4. 4A. & 7A A. (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FF) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2- FOR A. 2 1/2" FOR B & 2 1/4- FOR C ANCHORS) THAN MIN. E0. SHOWN'ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A C Cl 9 417 LB FT - 388 LB FT - 134 LB/Fr 6, 461 LB/Fr 418. LB Fr - 202 LB 12 375 LB/Fr 334 LB/FT - 142: LB/FT C2 9. 417 LB/Fr 362 LB/Fr - 190 LB/Fr - 6 - 502 LB/Fr 419 LB/FT - 285 LB/FT 9 372 LB/Fr - 309 LB/FT - 134 LB/Fr C3 6 {69 LB/FF 375 LB/FT - 202 LB/Fr 3' 760 IB/Fr 572 LB/Fr - 304 LB/FF 9 {45 LB/Fr 370 LB/Fr 334 LB/FT C4 6 561 'LB/Fr 448 ue/Ff '202 LB/Fr 3 912 LB/Fr 682 LB/Fr 364. LB/FT 9 226 LB/Fr 224 LB/Fr - 83 LB/Fr C5 6 339 LB/Fr 334 LB/FT 125 LB/Fr 3 681 LB 670 LB/Fr 250-LB/FT 9 221 LB/Fr 251 LB/Fr 215 LB/Fr - C6 6 332 LB/Fr 378 LB/Fr 323 LB/Fr 3 663 LB FT- 756 LB/FT 646 LB/Fr 4 232 LB/Fr. 236 LB/Fr 183 LB/FT - - C7 3 310 LB/FT 315 LB/Fr 2" LB/Fr - - 12 388 LB/Fr 460 LB/FT 1 4OS LU /Fr CS 8 5B2 LB/Fr 691 LB/Fr 614 LB/Fr - - - 6 :777 LB/Fr 921 LB/FT I 819 LB/Fr, ANCHORS SCH RULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.O. MIN. SPACING TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCH WOOD STEEL A 1/4"o TAPCON W/ ADVANCED. 3.50' 2.50" 0 N/A 4.00". 4.00• N/A N/A. THREADFORM TECHNOLOGY B *1 1/4' 0 . 3/4' SOLID SET 3.50' 3.50' N/A N/A 3.00" 3.00" N/A. N/A s. 7-71- 1/4- 0 CREPE -FLEX 3.00" 3.00" 0 N/A 3.00- 3.00- N/A N/A E 1/4' 0 T69-BUILDEX N/A N/A N/A 1.00- N/A N/A N/A '2.00- TEK SCREWS ` 6 DS WOOD OR 114 N N/A N/A 0 N/A 'NIA 2.00" N/A NOSLAG SCREWS .N/A FLORIOA BUILDING CODE (H91r &. Nan Nyb' Velocity Hurricane