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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Pagel of 2 SCANNED ;t BY iBusinessl r , , .. , , St. Lucie County HoddaDepawievd KisHome I Lopin UserRegIRI.Uon 1 Hot Topics ( SubmitsumMme 15tatsaFacts I Publludons FKStaff j 5CissiteMap Llnxs Search Busines Professi I USER:ueuebb%A ,rovai Regulation Pmdud Aonmval Menu > PmEUR nr Aoolicatlon Search > Aonlication List > Appllrffiion 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 FL17080-RI Revision 2014 Approved W Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage ed h@foldingsh utters. 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@foldingshuttem.com Impact Protective Systems Operable AUG 9 9 291 oER.fil?TlidG St. Lucie county, EL Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation 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 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Ed Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT IND 15- 0310 01 DRWG.15-014.odf Referenced Standard and Year (of Standard) Standard year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1ittnc•//f1nridnhni1r1ina nra/nr/nr ann rltl acnx7naram=wC'TF.VXOwtDnv2aROnl4nOOe6rl7... 7/1/2015 Florida Building Code C', to Page 2-of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/13/2015 04/20/2015 04/23/2015 06/22/2015 FL # Modelr 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 #13-060) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 RI 11 FOLDING RP. DRW 014.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. Tillit 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 T-2° for+160, -160 p.s.f. A.S.D. design load. See FU7080 P1 AE FOLDING Huff RP P 15 0310.01 DRWG.15-014.Ddf page 13 for additional spans and loads Created by Independent Third Party: Yes Back Nekt Contact ,t19:: 1940 North Monroe Street. Tallahassee R 32399 Phone: SSD-487-182 The Stale of Florida is an AHEM employer. foovruht 2007-2013 State of Florida.:: Pryinev Statement :: AccessibiI udar Florida law, email addresses are public records. If you do not want your e-mail address released in response fo a public -records request, do not send :tromc mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please cooled 850.487.1395, *Punuant to on 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email atltlress If have one. The emaiis provlded may be used for official communication with the licensee. However email addresses are public record. V you do not wish to 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 hjr . Product Approval Accepts: ® ®® CFeditSAFE ht}nc•//fl nnAahnilAinrr nrrt/nr/nr ann Atl acnvinaram—Tv(:F\IX(lnrtTlnv7aR/lnFln(1(la(.r1 7 7/1 /7M 5 r r. N + N lip�sg AN E®i$ 9 All $ $ 9e fin^ s ^ 4^gym F�4§5 61 s� sQ� a -�® Cs ill JAN log 010 mgA gal GIN Roil i �d 8^ ^,,:E qa 4y= 8 I YGy1C gE y21 `s �A� 1 91 n If 1 L IS TL Re s g y z e q q qqq//1l811I1IIP111a\\` Q � }Q, �� a 6 9 g e oil, -7! 76'm . 1 �9 p Pal N SEP IN IN ALLOY (]o a mm m MY Na" m WWL ON SHQT ® WALL HEADER W6 m ALEOr m —N; r ® SLAT WINDOW WW-TB ALLOr m £,ET OR MONm AGOYE ORIOE M6tSMRED AT BOTR)M OF OF6 W SEE COMPONENTS 20.21 & 0 ON SNEET L) 6 w ALLOY 28 1/1 LOA ALLOY © L_END 6O -n ALLOY F) �: s a, r COMPONENT a h It n 2' 5' MAY 0.125 G"2 * 1® 2• A• MAX. 0.25• 0.,. 1© 1• 2• NAIL 0.062• 0.o6Y ® RAIN HOOD 606J-i5 ALLOr COMPONENTS JN4triMNlENIII�B• — 1" FLORDA BUILDING CODE (High 8 Non High VNotlty NuMmne Zmn) p� „✓9/i 0=5 m¢a ue TITAN It FOLDING IMPACT PROTECTIVE SYSTEM _ = IL E CO..,. - FOLDING SNUM CORP. m�oEin n CORNER POST 606J-T6 AIIDY _ TWi i611xa t [N4i1�l1010 mWulr -M 4/i y€�F ;� . Q' rM.IIR Iir. /i_ fILYtlM 1t� I NIB6]7 � P � W1] e' •W. R 9nI1 2111 mw M) A w (?) P S WY BE D! ONE Zr SBKWP,ICm A as Or OF 24" 21' M.IRT. NIM 12' INN, qb5 OSF..r9�AxT�IrWKeRxxB�Wc/OAL io 2?xmrncrestJaecgJ.� Ew+�TDr vxDoucr. TI D �Eo �, .N , TON Au saDvlAnwa @ SMT WOVDOW ELEVATION umd uNCE 2aee•e Wr aovx PDanDAtws �"2s TYPICAL 1A SLAT WINDOW DETAILS NME 1) My W W I r SPACED VIEWING WINDOW & �2 CLIPS PICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION T c (LARGE MISSILE IMPACT) r—„-t TABLE 1: SOURCE'S FOR & numwo rm vxe woamr rwcu xamrms ImDmill iCBLL / 41hTS PIM1SIF ucvaawav Ar uxav rw ay. P DFx semrs mWrc ulY on: 0a4T mryi oaa D/m' 1RGNIOGI: 1pel[ 141E 511ae1ry Arn O6.W gAW D>< D.SN PLL FlDWNL ytgp4lry A} 1¢1p Am DM 1].%O D.LL IaAm o-K f1L.1NIL MdIWS ASIY DM JIOAW PaL NSPD PLL xDlp® pOD .¢1Y p]]B le fltiC/In tT fT-m/In SYg2 DifH1Y ASfY mm 473.S a.3 S w MII Lf DIWIMD ASIY Dm c-I OAS D-1 6l4 4yr' 101111M ASN a,= 1a0 T BB0 T ISA4E� Asa o1w lO®F SIPFIIDa MFII '4FAIFSRN ASa m sm P.1. BBb N4 Tp51L Apf4 DNy(([ NFAlllpOtp ASa NB Wl P.1 BAD PLL TABLE 2: SOURCES FOR vanes moe Dlmwr rmcv. 4xoaxits a.1ar NyDDTr nlxr / xerais Px9 x �mrc rYullrc Arn D2Dx an42 m/Y' i�WICN iQ6lE N10 SlaNT1 Am n.SW al o NFIRRFLL SxRsa AT lIDD A UM IlpoO p+t FlfXWYL Y(4NY5 AStY mw D]00 M.W] pel XOIOYy gm ASN 02% me "-Um D COFTiIODM OF TxDa.E DtPAN90N ASa 06a f1.411VBa1Y Ul M DOD Y YRTX6 Tp19+ANIZ ASIY OJaIB FLOMM MUNG CODE ma016 4L� e1G MAH II FOLDING 06gm & N.. Nigh Velocity Nurricam lme) IYPACT PROTECTIVE SYSfEm Aa Au. CORP. Wart D i SHM x0mw21 n.1a v413 15-014 .may.wwe DwmD w a a la • i. NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS TW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, 1TW & 14W ON SHEET 12. W/O,©,Q OR 19 USE (3) AT ]0' O.C. FOR SPAN LWGFJi THAN 99' UP TO 144' ,Q7 + i6 ,®+ 1@3 , + 1©, 9Q+ O1 ♦ NOTES ON ® & IRCIONG TUBES ® ATQ& 50. 1. TWO (2) ® SMALL ALWAYS BE USED AT PRODUCTS MIOSPAN SPACED AT 30- O.C. FOR SPANS UP TO 991. USE THREE (3) Q� FOR LARGER SPANS SPACED AT 30' MC. AT MOSPAN. COMPONENT �9 YAY BE STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CENTERPIECES IAl OR ®. LOCATION OF ® SMALL BE AS mom ON TYPICAL EIE non 2 (2) TRCXING TUBES ALWAYS BE USED TOP & BOTTOM AT PROOVCfS CENfEM1EC A OR 5 AT All INSTALLATIONS 10CNING TUBES ® SHALL BE SECURED W LLYERS A5 SHOWN ON SHECT 9. t SEE LMRATIONS FOR ® ON SHEET 2 FIDRIDA BURRING CODE Oedl & Nm k9H VN ty Hum=R Zone) Tla]f ss xous.m 1 F14.]•ss....v/ I 0.l)]' IfIE 6119ANC 11/ A n190• m1R, RF pK I saxc my �norl oaar a1s]•mao' 0 19• a na um o.aAa• t4 ANa mnw I I 41y] Ievo emraN ScmmAsra � 1 SSIIOM 6]20' OA .Vm KAIaN azu Sa slRPwc u W pp/ •5 Y '4 /10u' ss sRs N 1/2 OLi11DM n1 (7P• a0N011). A1Y1 3/0 (aE LYEI l]) Ip1�0t�OIX(1W�) � WALL FACE MOUNTING INSTALLATION SECTION 1 .G WALL FACE MOUNTING INSTALLATION Wawa% SECTION 2 IaR Ia®1DlI STAGGERED OR SPACING DETAIL INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK S - N.T.S. NOTE FOR CONRINAMN OF SEMONS A, E.D. - EDCE MSIANCE 1- NOUNTIN SECDONS CAN BE COMEWED (SEE SPEC0 MONS ON SNEET 13) IN ANY AWAY TO SUR ANY INSTAUATION. T SEE NNRA110NS TOR ® ON SHFEf 2 IM Es Nox slmKnmu m TOM TnDawnE svi) or DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION 3 AS.D. DESIGN PRESSURE MTING a +65.0. -90.0 PSF lull ///iris FIAWM BURDINC CODE (IFgh h Nm High Vdl fy Nuniraiv Zme) VCnEN ••' '�9 % SF' • '' oml] atob ale TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ms1 AG/Y1 RUING SIKER CORP. m 1aYu d,< • IL ECOTb:. / F ••wr T�LLI( 1E511M DY411'.�W`tl COYPNIY »..;a �.� "o"v�'�v�n�. ¢ low )® 15Y13iT H..2 w ��P,a�aa:Tn,.l] lde>reem..em 75-014 oumu 11. 'IT�t`�— axiTIRA�4�G1I u'�n.E aw em+ • g¢T ST11 uIERNIE VIC m KP f0.f15 O 5' OA AT RFIA r 1/e a Sumxs DR cREJE-Hot /.NPWIS 6'fAC. BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS -DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.TS. N FOR WMBMTON OF SECTIONS: * ED. a MCE DISTANCE 1— MWNDNO SECTIONS CAN BE WMBwEO (SEE SPECIRUPONS ON SliM 13) w wNr vur ro sort ANY wswunaH T SEE UM AnONS FOR ®ON SNEEI ] A.S.D. DESUN LaE SiLLET 0 J/16' HW. KP fTtlS • Itl' o.C. BOfll 906 RFMILWD MRU ®LT V( AGIMOS'O.G t5s1t/e' 9NE Aulul. INSTALLATP i6.0 PSF SEPY(ARON 1 LLl4 FY®UlE e11EEf IJ) _ ct r KlpON1E J/I6 Hull p PoVC1i O S' 0.G H� t wAnwA a xur v IT nG ,Q FIOI 581E § ARUD CONPEIE OR Si1/]1TU IDiQOVRt 0.G NCx[lE 9mc 1vL. HUY. I(a@l1f tWE ALTERNATE COUNTER —TOP MOUNTING INSTALLATION SECTION 6 MAD(. AS.D. DE PRESSURE RAJINOe +66.0. -6E0 PSF t 1klW§KIUN0 V F MDA BULDINO CODE (NIgN h Non WO Ve 61Y Nunimna Zone) ' ., 0"15 llJ m MAN II FOLDING IMPACT PROUCTIVE SYSIEM -ALL .f/�.' �\CENSF c IL E C O ,,-. nw rzslmo a acnYJRwo muPaxT FOIDING SHUT1IIt CORP. oo ��R an m/m/n urz 75-014 •*_ ,,..aco.mla.a.manv,6 la�yY^'fay. IS.kT-Ian �1 l I�YYNeYafna WIA11np6 0 I itp �IH181 Sle 8 011J Nlluuuu\111\ s /10 � 9 SYS P/ I OS/GW/ M91M unN BG P/ A OIW w 9W OSOJ' LONOB. OD. AYD O&5 b. AVD AND O]]]-1AE 91O0Y SF111dI 0]EO' OA AVD axu• ix (DPJ NN Aanw ro aAs xiRuac ON Ex amnw. wm cvrm Bmx-dNcnsAu µIE n 3/18' MAL W kNm P S QC FGIPFD W�x� ..FF COMINVI HOOO ro (xoxsELcn wl) Eb31 OA PoP OD. BOTH! sea E06 TRAPPED MOUNTING INSTALLATION SECTION 7 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCP1E: N.M �1 NOWMWNATON OF SEONONS "i' E0. EOGE DISTANCE NOUNRNC OEM AN PNCAN WSFAl- ACONBWEO (SEE SPEdFlGT1ON5 ON 91EET 13) IN W ANY WAY TO SUIT Y IATpN. T SEE LINRATIONB FOR ®ON BHEET 2 � A'•, Sd OF A FLORIDA BUILDING CODE (Nigh G Non IOgh Wlo.dy Wmcone m u Jyoc to m mrP� rd Nx[ svN rus 3 TYPNJI. EIEVATIO.QpE AT MIDHEIGKII T SFE MNfAlIW3 NR ®OH 94FP 2 PP. TABLE 1: MAX SPAN TUBE LENGTH SCHEDULE (RUBE TOP OR BOTTOM) * TUBE SUE LWOMUM PROOUCf SPµ ALLOWABLE TUBE SPAN REO'o ANGLE LENGTH EA ENO NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BO7TOx1 TUBE TOP ORBOTTOM TUBE TUBE 60" 106.0" 13 8 2"x4'z1/8" 96" 85.0" 17 10 144" 69.0" 13 B so" 117.0" 17 10 2"x4"x1/f" 96" 110.0" 21 12 144' 91.D" 21 12 80" 109.0" 17 10 2W.1/8' 96" 100.0" 21 12 I 81.0' 17 1D 80" 124.0" 21 12 2"x6"xl/B" 96" 114.0" 21 12 14F 93.0" 21 12 SNURFli9 W]GHT ABD1rE k BELOW DO HD1 THE Wx. PROOIRT 6PM1 wOVN 9fONN TAfiIE 1. 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (NEE AT MDHEGHT) TUBE SIZE M MuM PRODUCT SPAN ALLOWABLE TUBE SPANLENGTH I REO'D ANGLE EA. END NUMBER OF ANCHORS PER END OF TUBE 60" 76.0" 13 12 2"x4"x1/8" 96" Box" 17 15 144" 4Lo- 13 12 80" 87.0" 21 18 2"x4"xl/4" 96" 79.0" 21 18 144" 65.0" 21 18 so" 77.0" 17 1s 2"x55tl/8" 96" 70.0" 21 18 144" 57.0' 17 15 80" B8.0" 27 18 Yz6'x1/B" 96" 81.0" 21 18 Iw G6.0" 21 18 OR GROUTED CONCRETE BLOCK FLORIDA BUILMNG CODE (High k Nan High Vela ly HwA s Zona) ®cola m1Pm keNO� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 1 CI [_ n .- \ FOLDING SHUTH CORP. °'Alone ure IRO k pdNF[IpM WYPAU/ PNYP. M1] 15-014 �m'k UIu� Oedmn J�frybllww^ @11k0 W ILTW�A IWINt. PC flflm Lt I w1A •. oar MM a 9[Q I Ol1J --------------p------------ i�3 aTx•.0rea 3 or or WALL FACE �' 1 99.9 o.P p END CONDITION 90.P 90.P „te to mrtm w 18 OA 4 SHQWN OR 5 ,e• oa.' i IXTERIOR {�1Oa'T (L�x a4• ,wwQ,m •ao'ace row' HORIZONTAL SECTION 20µ," /tee WmvS rots o m' an � * WT fAyTT Af LlST SW AT 1RM4FD ORVM.All9H6 4 OR(5 SHOWWNN Y�f1,Ar Win. em�-m uUar urea I t�W+A>gm+ult f SHE U MBI,K, , FOR ®a srffr 2 ��• ta• as m ArY6 THmvam9-Na,—, • to as m \ 3 / smueva UYlSNS swArts ROIL—OLR [mim slwcNl2 Ya1Z w 'im�i mez-m roar uue END CONOITION/+e's a END LOCK wmoep,. ANGLE a��+v'an sxmr EIiQ t^ NOTE ., ONE LOCKING TUBE, PART Q SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EKTERIOR OR INTERIOR CENTERPIECE®OR�, INSIHTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A SOLD THERMOPLASTIC TIP MU555SSSffffff BE INSTALLED. THE TOP 1.100° OF THE TIP SHALL BE SQUARE, 0.357'k0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO D WITH A 0.120' CA. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.383' DIAMETER WM 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'e0.475'a0.085' THICK COLLAR MUST BE INSTALLm. AT THE TOP OF THE ALUMINUM LOCKING TUBA 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (I)PIECE, 1.375- LONG, E A 0.36654.366'a0.630- 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 lEitMOPLASTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/80TT0M TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL touuun 1 roe>umA,gx .p P: T((/T✓' R MM BULLRING CODE (fth Y Wn High VelxiH Hun cane Zene) • ' ND: 44167 .' ®zom n1FW uc I L E C O ,,. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM y FOLDING SHUTTER CORP. wm ''•' ........: .0\�r`� �: ♦ 5y nun Tcstwo • ,auxrnmto WuvuP 1�: � min -t m, rumo An�. vs. naNn• uo / «mT em vTnaa,n »G,�,l,glulbe 15-014 DI..YN W am e m n NuaxN xluc u.o-ollr loufn PfR IICllml A evsr e A A •. RI ]nV RP HAS uwerwl' iz] Prcx Na or x•. r rxw: Aver ill vum µ aa'� fA59px11)tl11AIId5 yyF d� � 19 PGi HGIILN AA � e (]j ]/H• 19P RIAy mow: 6 9N AT PLAN VIEW A -A � u anH.\re xuA EXTERIOR EVATION ELmoo ANo Ramf Im al¢ OF PRODUCT ce eom xxus �I® tv fOo ce J/l.• PCP r�/r . I f �°m` e'x• OPTIONAL SIDE AN (rm axra a sm e) .. RNCIS PFR AH]E ro mnw ce m xA Ixlwwen) t� . ] �Ir.xwmV -vvx wvgva u M0C m 9Ae ' ➢PffI6�RpF-ilf%• BE iLR AFq\93 a le' eC M L WWr l � � � I]/Ir MY PP � W DET 411Hx1Y£ :,..cswg CORNER POST•• •�,�.' �., ISOMETRIC ORP, a teP Axo evnml vm) 19 DUI W x.\r a nAr Dm eRLum 2 TRAPPED END CORNER POST WHOMON W/ FLAT END xoaxoxru sclux \\\\Y1•1x111..•/AT \\ Q•R` 'IC(/ A�/i� RAPoOA BUIlO1NG CODE (Mgh h Non Mgh Vdouty Hulncane Zone) END INSTALLATION DETAILS INTO CONCRETE. '�''' �° s� ... TRAN II FOLDING IMPACT PROTECTIVE SY51EN ': CONCRETE BLOCK &WOOD (AS APPLICABLE) _ NG. 44167 = FOLDING SHUnER CORD an,] :*' IL EC0 m nwv mnxo a ]xmxmuxc rrwA '•O � � eID� 9a a4 MtM c.unnalu �PAW� fLII{fJ 15-014 �. / . Pa��-tW . /a r l>��la, Rt INTHJ.dSII • R�1f�Q\R� � ....M1m9xuUO.[On YYIIxe b •. •�••\C�\ F8-WLe)Iytl.WO xlll[R A mYI L P.G q ROlda lb. / 111ef 9QT LIKI] A \\ 4/4• MP) Dvtsr 14 POP IB' QC WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) WALL FACE MOUNTING INSTALLATION SECTION 1w INSTALLATIONS DETAILS INTO WOOD 11,01111111,11„y4y' F RIDA BU6DING CODE (Nigh & Non High Velaaly Nl =s Zom) t SEE UWTATIONS FOR ® ON SNEEF R PAP; ��GENSF'•• �'01 "19° "` TRAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTES'• NOTE R COMBINAMN OF SECTIONS• FOLDING SHUfiER CORP. m/to/la di[ I- FOR WDOO FRAME CONSIRUCNON: WOOD NEMBEIS TO BE FWE A MUI. SPECIFIC OENSIIY OF 0.46 OR EOUN. 1- MOUNRNG SECTIONS CAN BE COMBINED N ANY WAY TO SUM N INSTAI I MOO, d ?C nwr opnRo a ulmnaim+o goMPARY e4mn a vas mM NgmmZT WDT PNL SImL M1�1ln] 15-014 ,�� ma.a a a_ r m • AN jnIIrY1NLN16H IF 9 rc )ro• n= A T SEE LINOAGONS MR ®ON SNEET 2 ALM NdLCvg m OpgmVy pNN IggO •'^••' GO CON >TION OF STWONS Iw; sn s1Li W/ I/Y4 0/4, I- NOUNNNG SECTONS CAN EE 00014. / Mid 819GY6 RYA. TIIA) MANY WAY TO SUR ANY M51'AWZION. I�Oxcmum xou Nc O.�.. . xnTG<. = a 73 NMA4RE A��DFME C6IWC oENsm00MF OOR�Ep TO r�olrea� Ilo . s• ss .„= W/ a.ae• Lolm xnav O IV OF IIJ901g AAA g.IAC A. A lOP goo 0.G AVg 0,3 IA. A 0.24 1AL BOGOY SFgIWI O.gtg• OG AO 0.:45' LQ M/ !/S• IN9FR OR 11NL W091 BUILD - MOUNTING C BUILD -OUT FACE INSTALLATION SECTION 4W WE 0 '.ALTpi M LEG I =N MO MOIGIAOE TO WALL SNOWN DWM INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. or Q Q a WS. .TPx.LL R HOOD 1 sTm�elwaU 0/I6• ILN. O.C. 0 g10. O.C. 1 or at d NOY. NP RNEIS = eOIN EPWJ M E[X + 2- M MG TRAPPED MOUNTING INSTALLATION SECTION 7W FIDMM BUUING WOE (Nigh h Non Nigh Vel tY Ngrrimge Zen-) MAN II FOLDING INPACG PROTECTIVE SYSTEM 0.q/IIL°� �' C. R1IDING SHUM CORP. AuaNW.nl.. m g e orz 9NVAI0 15-014 nuWoeg w e sm norm E Ai E . L : O • .. Nm G.M �) 11 aJ& �(m R OPIIOWl RMl GUM IXON-STuc1uPA) I i . 19P pNEE O 5 0.G AT IrtNL B n' ^ fYe W1fl" 0' C 0]01 906 e l 0 O.C. EDGE OF SIAD P N'FIM.l9' IE EII:E Oi 9 1'16' 10L Y/J�T DELH fEOVRm - (HO FP191 N1pMID) CWF1id 0 2• MM. FA "` t SEE LMITMONS FOR ® ON SNEEE z ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) NOIF PoR fOY®NATON OF SEUQN,: 1- NOUNDNO SECOONS M BE COMBINED IN ANY WAY TO SUW ANY INSEAUADON. ]1.• LAM.' NOTES, PNIE xEOh 1- MR W000 FRAME CONSIRUCBOIO WDOD MEMBERS TO BE HAVE A MIN. VECIHC DENSRY OF 0.46 OR EQLAL ]- SEE SECTCNS 6W & 14W FOR MAX. A . DESIGNW I� PRESSURE RABNG & SANS `r eu,¢a� EM£ (F AFAC/8E) x0£ MG AFESS AT MO!/iflM ] ,n' ,w, nmrAnm M'FNDRI (2) NYLON 1/Y MAL mY DOGON0 56i1t ImME,6 /IMY M £MS Y/ 11rY al/C LM omsY Ora.} K LON 6Us1EN05 Rm 10P) Alm I' LONG E%CEPf At ROLLER MMRC I10 , ]• £3 x.YS MI I B�BOnOh, am- Laze Nllml ""a'� GU INSTALLATIONS DETAILS = Ta020. Dam• as AxD u aLD atwsaam' mwo• LOMG Das-IM,D x01fO1 MOL SmIAAGR a 'v INTO WOOD =vc,N our on wm m OL= , r LMM1)1 tL O aaw W. (s¢ sm MLE SOMI u or ®t b SCALE : N.T.S. . (ro.) om 6 13) sme D1a.) ..... I HEADER TO TRUSS MOUNTING INSTALLATION SECTION BW (TOP) P{_ nL{A)i MAX. &S.D. DESIGN PRESSURE RATNG +60.0, -60.D 'S� lllllu Y01 9PNM11W1 ,o clAs (s¢ snWvaLE ON 91F£'f 1]) baq bml-l6 mtt. uuMxuM,� & ss BOLTS A 8 IX O 8/ as W91ER O 6' lla FUIRDA BUILDING CODE (Wiry, & Non High Velodty HxN Zang) I wwu sm axa a Rmaa cmr • eonoi fy-) rovins Dana M1) mns � 30 psl 14 14 W 180 R 35 psf 60.V .0' 160. 88 lb It 1G0.0' foal 146 Ib ft 144' 144' 210 ID ft 40 psf 60.0' 60' 100 Ib R 100.0' 100' 167 ro ft 114' 144'. 240 lb ft 46 pal EDO* 60.0' ' 115 lb ft 80.0' 80D' 154 Ib R 97.0' 97.0' 18] Ib tt 1 115.0' 221 Ib ft 144' I", 144' 276 lb/ft Wa9.Qd L6L87GID ftf 50 pnf 120.0' 120.0' 250 lb/ft ft 322058008 55 psf 138 Ib ft 187 1D ft 29'Ib R 275 lb/ft 137* MO Ib R 60 w 1120.0'120.0* 60.V 150 Ib ft 80.0' 200 ID ft 'IIIIDDbb 38 65 "f 11 ID it 920' 92.0' 249 Ib ft 100.0' IOOV 271 lb/ft 126'CIMM'292 360 Ib tt 70 pat 60.0' 175 ID R I00.0'' 292 Ib ft121' 374 Ib (t59.0' psf I87 Ib ft75 100.0'' 313 Ib ft117- 387 U H80 psf 11S 400 Ib ft90 psf 107 424 Ib R100pnt 101'H7 Ib ft110 pa 94'468 N tt120 pst 8]484 m R130 psi 80' 483 Ib ft IQ psf 74' 70' 484 lb/ft 150 pnf 69 66' 4BT ro/ft 160 psf & 62' 483 0 ft Ali= La: WAKW �MhE MD= WM MR A GY PoSIINE ASD OEM" PRUNE RAnNG. L-: UM NLGWIBLE WM a WAR FUR A PVEII TB.LATNE A9.0. 061GN PRf59N1E MlIN4 N11L WAYUN ALL➢WIBIE f4MW1CT wm 6 O M WE yltl➢6RT DEITI m PRORKT SPIN lKmOREN 11' NiD CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE R WOOD ANCHOR TYPE A B C A CA C F 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT/FT 397 LB/FT Cl 6 47J LB FT 418 LB/FT 236 LB/FT 202 LB/FT/FT K257LB/FT 432 LB/FT 12 J87 LB FT - J34 LB 188 LB 142 lB FT FT 347 lB FT C2 9 458 Le FT - 362 L8 FT 256 LB FF 1 00 LB FT FT 380 LB FT 6 525 LB/FT 419 LB/FT 312 l8/FT 285 lB/FT FT 443 LB/FT 9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB/FT/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 236 LB FT 202 LB/FT /FT 405 LB/FT 3 .813 LB/FT 572 LB/FT 326 LB/FT 304 LB FT 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/FT 157 LB/FT 134 lB/FT 256 LB/ 393 LB/FT C4 1 6 592 LB/FT 448 LB/FT 236 LB/FT 2D2 LB/FT 397 LB/FT 483 LB FT 3 972 LB FT 882 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fr 9 281 LB/FT 2.24 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/Fi 155 LB/FT 3 843 LB/FT 670 LB 243 LB FT 250 LB/FT 432 LB/FT 311 LB FT 9 273 LB/FT 325 LB/FT 215 LB/FT - 138 LB/FT 102 LB/FT CB 6 410 lB/FT 497 LB/FT 323 LB/FT - - 207 LB/Fi 153 LB/FT 3 822 LB FT 975 LB/FT 648 LB/FT 1414 LB/FT 307 LB/FT 4 289 LB/FT 301 LB/FT 183 lB/FT ill4 LB/FT 153 LB FT C7 3 358 LB/FT 402 LB/FT 244 LB FT - - 152 LB/FT 204 LB/FT 2 - 305 LB/FT 12 491 lB/FT 596 lB/FT 409 LB/FT - 265 LB/FT 168 LB/Ff C8 B ]36 LB/FT 894 LB/FT 614 LB/FT - 397 LB FT 252 LB/FT 6 982 LB/FT 1194 LB/FT 819 LB FT - 530'19/FT 336 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY HURRICANE ZONE I& SPAN HURRICANE 20NE ZONE 1.2 3 ZONE 4 5'-IV 'LESS 2 1/2' 1' 2 5/8' AS >5'-10' 2 5/8' } 1' 2 3/41} TO 8'-3' >8'-3' 3 1/2' 1. 3 5/8' TO 12'-0' 0 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. ALLCWA13LE REACDON 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) runo vuminc CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B A C Ci 1 417 LB FT - F3881LBFTI _ 134 LB FT 461 LB/FT 4 334 LS/FT 202 LB/FT 12 375 LB/FT - 142 LEFT 02 9 417 LB/FT 362 LB/FT - 190 LB/FT 419 LB/Fr 285 BF6 9 372 LB/FT 309 LB/FT TT 134 F C3 6 469 LB/FT 375 LB/FT - 202 LB/FT 3 760 LB/FT 572 LB/FT - 304 LB/FT 9 445 LB/FT 90 LB/FT - 134 LB/FT C4 6 551 LB/FT 448 LB/FT 1202 LB/FT 3 912 LB/FT 682 LB/FT - 364 LB/FT 9 226'LB/FT 224 _LB/FT - 83 LB/FT 05 6 339 LB/FT 334 LB/FT - 125 LB/FT 601 LB FT 250 LB/Fr M0B9�L 221 LB/FT 251 LB 12151LR/FJJ - C6 332 LB/FT 378 LB/FT - - 3 663 1B/FT 756 LB 646 4 1232 LB/FT 236 LB/Fr 183 LB/FT C7 310 LB FT 244 LB FT -'L12'S': 388 LB/ .L4601L8/I:SI 409 LB/FT y - e " 6 582 IB/FT 1777 LR/F'T _ 921 LB/FT 614 LB/FT 819 L.B/FT - - - - ANCHORS SCHEDULE RSEE GENERAL NOTE C.2'ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. C.BLOCK WOOD I STEEL CONC. STEEL 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50' ➢ N/A 4.00'N/A A THREAOFORM TECHNOLOGY B 1/4' 0 x 3/4' SOLD SET 3.50' 3.50' N/A N/A 3.00'N/A' C 1/4' 0 CRETE-FLEX 3.00' 3.00' R N/A 3.00'N/AE1/4' IN/A 0 RW-BUILDEX N/A N/A N/A 1.00' N/A2.00.TEK SCREWS F"4 NDS WOOD SCREWSOR N/A N/A R N/A N/A N/A 1 4' NOS LAG SCREWS FLURID4 BU9DING CODE (High & Non High VW-Ry HurHmne Zone)