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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 Florida BY i x )Product Approval �iy County 1p US.R: public User 7t.• luG(e r i.a�ro.a'.5� pm product Approval Menu > Product or Apollcatlw Search > Application us t > Application Detail FL # FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 11-D 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@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tiilit 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 Troy Bishop, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17- 0725.0 O.PDF Referenced Standard and Year (of Standard) Standard F:s http://Www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z%2f cUcN... 12/13/2017 Florida Building Code Online Page 2 of � Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201, 202, 203 Method 1 Option D 08/17/2017 08/18/2017 08/23/2017 10/10/2017 1994 FL # ; .�. Model Nilmber or Name :Desch hOH P > r� ` - 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. 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 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 Contact Us :; 2601 Blair Stone Road, Tallahassee R 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: ➢dvacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M E1 Mid Rteci!1ri-!fET o ar-rt http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z8/`2fleUcN... 12/13/2017 GENERAL NOTES, 1. MAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E..) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (6lh EDDION) OF ME FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROIECRJE SYSTEM MAY BE INSTALLED AT HIGH VELOCHY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NHVIIZ). DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HNIZ) K 1609 (NHVNZ) OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY ME JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTTONALTY FACTOR K0=0.85, USING /SCE 7-I0 AND SHALL NOT EXCEED THE MAXIMUM &S.D. DESIGN PRESSURE RATNG INDICATED ON SHEET 13. IN ORDER TO VERFY ME ABOVE CONDITION. ULTIMATE DESIGG WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 6.6 IN ORDER TO COMPARE THESE W/ MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER M VERIFY THAT COMPONENTS & ANCHORS ON MIS P.E.D.. AS TESTED, WERE NOT OVERSTRESSED, A 33 S INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS LO USED IN MET ANALYSIS. A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE STBTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH[ SECTIONS 1625 & 1609.13 OF ME ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. 1616 & 16" OF 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS (I) It ® SHALL BE # 10 X 3', 410-1T MINIMUM SERIES W/ 173.6 ksi TIED STREJGM & 187.4 WI TENSILE STRENGTH, SCREWS SHALL BE COATED WITH XYLAN DODO SERIES RUOROMLWES COATING. AS MANUFACTURED BY WHNFORO CO, BOX 507. WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD MOM FOR 6063-M ALLOY AT SLATS SHALL BE Fy-25.9 kei. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksl YIELD STRENGTH AND 90 k01 TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL NW/BUIIDIX TIX SCREWS AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ALL ALUMINUM PDP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR NSI 304 OR 316 SERIES STAINLESS STEM WITH 35 WI MINIMUM YIELD SMENGM B. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING MUNRO CONCRETE: - 1/4' 0 TAMON W/ ADVANCED THRGOFORM TECHNOLOGY. AS MANUFACTURED BY I.T.W. BURDEX, INC. TO MIN. fe=3192 p01. - 1/4' 0 x 3/4' SOLID SEE, AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS TO MIN, Pc-3000 psi. - 1/4' 0 CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TO MIN, fc=3350 psi. NOTES At) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETI INTO CONCRETE IS 1 3/4'. MINIMUM EDGE OIRANCE (E.D.) SHALL BE AS PER SHEET 13. A2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/61) INTO TIE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE FOUNDED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE COSTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTUREBEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES AI & A2 ABOVE. (9) TO EXISTING CONCRETE BLOCK WALL ASFIA C-90. - 1/4' 0 TAPCON W/ ADVANCED WREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUIIDEX. INC. - 1/A' 0 x 3/4' SOUD SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4" 0 CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, NOTES 8.1) MINIMUM EMBEDMENT OF f/4"0 TAPCON ANCHORS OR 1/4' 0 CREIE-FLE( INTO CONCRETE BLOCK VNIT IS 1 1/4'. 1 MINIMUM EDGE DISTANCE (E.D.) SHALL BEASPER SHEET 13, 111 9.2) 3/4' SOLID SET ANCHORS SHALL E ENTIRELY EMBEDDED1/4-0- (J/57 HMO ME CONCRETE BLOCK UNIT. ND EMBEDMENT HMO STUCCO SHALL N P' MIITIMU 1/4' WALL SS SCREWS USED SMALL BE f 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WON NO STUCCO. 8.3) IN ME THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME EXISTING WAIL, fm;c ANCHORS SHALL BE LONG ENOUGH TO REACH WE MIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL & BE AS INDICATED ON NOTES 8.1 B.2 ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: 0-0.45 MIN. 1/4' 0 TAPCON W/ ADVANCED THRFAOFORM IECHNOLOCY, OR 1/4' 0 CRETE-PLEIL AS MANUFACTURED BY RW/BUROIX, INC & ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR % 14 NDS WOOD SCREWS OR 1/4' 0 NCS.IAG SCREWS. NOTES- CA) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FUEL( OR /14 NOR WOOD SCREWS OR 1/4' O'NDS IAG'SCREWS INTO WE WOOD FRANC UNIT SHALL BE 1 1/2' FOR 01 THRU C4 AND GB THRU CB CONNECTION TYPE, AND 2' FOR CS, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU IL NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF TILE REQUIRED THREADED PENEIRATON. C.2) MINIMUM EDGE DISTANCE OF 1/F 0 TAMON OR 1/4" 0 CRETE-FLEX OR #14 NDS WOOD SCREWS OR 1/4.0 NO UG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANES, VENEER OR PAVERS BE FOUND ON WE EXISTING WALL ANCHORS SWJL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS, MINIMUM THREADED PENERUTON SHALL BE AS INDICATED ON NOTE C.1 ABOVE. (0) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE, FY-33 WIN (MN.) MATERIAL -1/4' 0 TW BMLUEX TEX SCREWS. W/ TOLL THREAD PENETRATION. NOTES: D.1) MINIMUM EDGE DISTANCE OF ITV SUILDEX TEK SCREW 1-. 7. ANCHORS SHALL BE INSTALLED FOLLOWING All OF ME RECOMMENDATIONS AND SPEaFICATONS OF ME ANCHOR MANUFACTURER. 8. IT SHALL BE TIE RRPONSIBILITY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF ME SMATTI WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE MIS SHUTTER -SHALL ONLY BE AMKIHM TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 9. EACH UNIT.MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE KIM WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MISLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF WE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED MR PVFRY OPENING, UBEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIM BUILDING CODE. 11. FOLDNG IMPACT PROTECTNE GYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING' AND ZONING REGULATIONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPUED TO. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (PEED.) PREPARED DY THIS ENGINEER IS COMING AND GOES NOT PRMOE INFORMATION FOR A SITE SPECIFIC PRi Le, WHERE THE SITE COMMONS DEWOE FROM THE P.ED. (B) CONTRACTION TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION MCLUDING LIFE SAFETY OF MIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE GOES NOT DEVIATE FROM ME CONOWNS DETAILED ON THIS DOCUMENT. CONSFRUMON SAFETY AT SITE IS ME CONTRACTOR'S RESPONSIBNIIY. (C) MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INWALD F MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA POWERED ENGINEER OR ARCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.RJ FOR ME PROJECT AND WHO WILL BE RESPONSIBLE TOR ME PROPER USE OF WE PMD. ENGINEER OF RECORD. AtTNG AS. DELEGATED ENGINEER TO WE P.E.D. ENMEER, SHALL SUBMIT M MIS LATTER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (E) MIS P.E.D. SMALL BEAR ME DATE AND ORIGINAL Di AND SIGNATURE OF ME PROFESSIONAL ENGINEER THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (High & Non High Velocity Hurtinine Zane) %mW Inc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM DRAT in. v.L C O FOLDING SHW ER CORP. 1ND. T489 X[MIII1T . :UN4NN'Es'..COMPANY . eINX. umB. n ll�ee Wmn-fug t.4T PAIY 0. P. 1.13 17-082 ne:.00Aetaem M08>IB m.IBm-8A4w1�1 'cW.Np. DA.nxv RA P.I. rn er/nAr � SxE[T I Of l] ® 3YAU HEADER 5063-75 ALLOY N, LT I 2 2!w % pBS h ...,,• W p •w• t. � ,Ye' r.rw• ® SLAT WINDOW Q L-END (2) FLAT END 2b w•cvY• i 606J-T6 ALLOY —606J-T5•ALLOY- 606J-T5 ALLOY _ © EXTERIOR CENTERPIECE (TO BE USED ONLY FOR IN ALLAPONS ® GR _G+E E+Le 6063-76 ALLOY JO FEET OR HIGHER ABOW GRACE MEASURED AT BOTTOM'OF OPfMNG -06 ALLOY SEE COMPONENTS 20, 21 A 22 ON SHEET J.) UI!' Y' R". � 1e• r. LJ'mo� yu! zezr 21,1' ]Olr• w ens 2e' MAX. B.O. CEILIN HEAD I SILL/HEAD TRACK — 6063-716 ALLOY ©1 6ALT BOTTOM TRACK ADAP-M ALLOY TER . H E © lW0TT0MRAIN GUARD' - AtCOi"—`—� 0 ;IfING TUBES ENTERPIECE CORNER POST 606J=T6IALL0 606J—T6 ALLOY y. 26 1/2' LONG h2 0 zur � .uz• � .az- Y.• TRW—9 6 OY ALUMINUM ANGLES 600—T6 ALLOY COMPONENT a p tl t2 © 2' S' MAX. 0.125' 0.125' 2' A' MAX . 0.25' 0.25' © 1' 2' MUt. 0.062' 0.062' "ONEN rs = g" R ® RAIN HOOD 6063-75 ALLOY FLORIDA BUILDING CODE (High h Non Hlgh Yeloelty Huni... e ZOBB) TITAN II FOLDING IMPACT PROTECTIYE SYSTEM °PANT W. ILL FOLDING SHUTTER CORP. "d,<" '.y A09 NmIPRI FlAEC XSf PIW BMOL F, MAI] ra: leou-elsem 17-082 ten,. -1. 2-m 13 S I VOOW - 10 6E MCD AS AN OPWn POP AGG ARS7.. xE a 3zT�OW EmVd-ON VNOER UF4E MAS]RE MAY 1NLGVOE PERFBWROW AS PER ]MS DETAIL - M .. (2) WINOONS MAY D£ W ONE SlAr SPACED TYPI/� A MIN. 14APART (M . EVERY 10 SIAIS. W G VI TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT - SAP. (2) MNOONS MAY 6E W ONE SUI SMLED A MIMMUM OF 20 APART, W 12' MAN My ENDS OF Sur COP @ OW1OM. - RA SMT = N E ANSFALGED "ACEVF 10 i`£N1ERPlfY'£5 a OFd• NOR AT CORNERS OF PRODXr.. ® SLAT W 011—Ir DETAIL (nEMA1roIv) A 9 ���TTT��E{TTr 21 �_CIaIP ©2 SN �(�-7��uuII WD CALM TABLE 1: SOURCES FOR & I JIflUl PFOPFRIIE$ sAVMRO OPnaI 'XNATYE RERRG'CE S]RRy / ]T]ENC£4, LLSMV:fi9L¢Y JI p] RL9NSpECIf1L 4PAMY A54 V383 00a] R/hl m/li'Ohn'mniCN51LE 1'IVIRVINOTH O6]0 p...I Ra.LF13A A, 1i YIFGp pSM p$Bp Z500 129W pa.t pa.l.p1]%YR4 m..DALLH NODWIS p.aJ.HOiCNEg ISOp .LSIY 0350 IB fT-A/p . R/NWon pLN51Y AV A p30b a).2 [ XAY.l .1 MR.. ASIM C"M C-i CVSS ASSSO.. IENRION ASM ptp29 1Mp'F !1Yfd➢691GG: ASM 0155 IFN5A41FR 7A p. a,l.:. S1RE55 .F WFAMERINE ISIM OB]0 Bbl al p..1 ABLE 2. SOURCES FOR STM'M40 YlS2EP EWL 02MPAn PFWIXIIGS R R E Eucr n9zax PAR, sZSJB J FG�� ASIA Mp3 0.042 I$/H' D-DTHSTFOAT A5M 15.. peJ. HEIN AL pn0 0.51M W90 W90 IS.MOUS So, OMO t90,= Pal.auspY M.P. aoD 0.21M p396 OA In-NAn WEP'C'm pF TA RMLL IApA,,1n A A p0p0 5.5 a 10 In/N-'F Punn.VIY Ifi 91 V-2 M.NO 1WIFIDNNPE ASM 0.N10 5W 'F FLORIDA BUILDING CODE (High h Non High V 02ov nLrz p.lxu TITAN II TOWING IMPACT PROTECTIVE �4416_7 -�''<t. =OyF `- r I1V�11^ cVNApxA 1•� a. GPSO\ �\ IL E C O Exa, TLL .LC..INO t CX4INCEPINO COXPANY 4ap M1 llIM ar+.i .afpiii. an..u, of}n-FYI meJ� \IIAeeOoelamm FOLDING SHUTTER CORP. ]OBB MpE1RFfi p1ACC ME! WlY BULL R ]NI] PN:oO'Apt]-B)SI mS IEq.MNelupm NmlCone 6 O7 O8 ,UB + 13 © (2) ITO 4 DR 5 USE (2) AT 30" 0 5 O.C. FOR. UP 99' PANS ,i OR 16 (2 1 r oll � I® SEE ENO CONNECTION DETNLB ON SHEET 9 CONCRETE. CONCRETEL BLOCK ORL HOG FOR 6 , 7 O+ 13 0+ 16 r WOOD INSTALS. s+1a, 0+1 O O + O © ' UNINAITFTI WIDT TYPICAL ELEVATION A A NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS ], ]A & ]B ON SHEET ]. SEE SECTIONS 9W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & ]W ON SHEET 11. SEE SECTIONS ]AW, ]BW, BW & 14W ON SHEET 12. 2 or (3) W/ @3 ,i6 ,(f OR 19 20. ON 5_31 & LOCKING TUBES ® AT©&O• (2) @ SMALL ALWAYS BE USED AT PRODUCT'S MIOSPAN SPACED USE (3) (I� AT 30' O.C. FOR URGER O.C. FOR SPANS UP TO 99'. USE THREE (3) MR LARGER PACED AT 30' O.C. AT MIDSPAN. COMPONENT MAY BE THAN 99' VP TO EINSTA�L,�DIKEAIOR D INTERIOR OR EXTERIOR SCREWED ib TAPPED ENTERPIECES . LOCATION OF © SHALL BE AS SHOWN ON TYPICAL ELEVATION. CKING TUBES SHAI ALWAYS BEUSEDTOP&BOTTOM AL S CENTERPIECES 4 OR �5 ATALLINETAWTIDNS. IOCKINO TUBES BE SECURED W LEVERS AS SHOWN ON SHEET 9. ®+ 13, 9O+ 11 T BEE UMNATONS FOR ®ON SHEET 2 FLORIDA BUILDING CODE (High & Non High Velocity Hurticaoa (SEE l 'IION (sa sxEEr . L— I 6115Nm0 x/ A 0.150 LOOxL POpO wxG sErnax Ds°o' ,DP a,w•.axTD• WVER, a I!• oa 0.0. Ny 0.],S• I.d AVO Dav' LLE sECix o]xx00.GO. PNo TiEAy9 oxa• a w D (wDP) ( ) or § ®T I uw. Ox ro GlaW Of CNGV (s[E sNm1 ® t DX sxER I]) 3) aRE BLOCN o. 7z l/i 1• wNO PMU evs/N_6 " Qyp TO TOP) DPCG' WALL FACE MOUNTING INSTALLATION EI 1]) wXC(iyp TOP). FALEW AT a°uER NCUSMO ("`') SECTION 2 WALL FACE MOUNTING INSTALLATION o a� SECTION 1 v=' to ]coma STAGGERED ANCHOR SPACING DETAIL FOR C6 INSTALLATIONS DETAILS INTO CONCRETE „1"P�ZEp... & CONCRETE BLOCK ''�'—`-\GEI SCALE: N.T.S. , :VY, yq NOTE FOR COMBINATION OF 9E"QbU: k E.D. m EDGE DISTANCE I- MOUNTING SECTONS CAN BE CONSINED (SEE SPEGRCATICNS ON SHEET 10) IN ANY WAY TO SW ANY INSTAL AWN. 1 SEE UMRATIONS FOR ® ON SHEET 2 POP WiE15, i r 0 mT Pron1+: I °x:x/ rrvaae � >wITERPNAlxN ) Ml�raw m PRI 31e Id w/ o/,• ]YfM a O.C. I I 1 n YAA.) A.S.O. DESIGN PRESSURE RATING - PLO. IL NON ],RUen6 AL "'LL WPAM xF/n) ny ORSTwc x°x snv°nan wAu TaIN (°EwaAYNE snU ILOING CODE (High h Non High V01061Y Hu,,ic°RA Z000) II FOLDING IMPACT PROTECTIVE SYSTEM ceax er; YA. FOLDING SHUTTER CORP. ^' AM MpT3T} FlAR "'�'v,IPi01Imye'�i]iJ1] 17-082 m/+°/:1 R IMLR SOP 1] 1/4-e . 3/1' ROM SCREW OR 1/4v J/f got. W/ NUI] h W0.5NER O 6' O.C. 0.060" THICK Ss. I mum CNPMASE OR ROIL[fl NOYS D NW. sIPNNnON 1 YIK SORNWION cmaNRE O K W. I ro cua TO cua RECORD) on. MPi NOV, 591mY1E ON �a1 Ciff 1]4iR RHN6MM G EQ. (SEF SNEEi 1J)NTER (NON-SIRUCN0.LL) I SHEET IS °f SHEET RAT�.XWRMU J/16POP AT J/i6' NAY. RAEIS OS• 0', PoP RNflS O 5' GO.0010Y)PmOurr 1i pF/KHOUSNO A NOLLEnTI -'�—'J3 R y(t /.CON. POP AATn 3O.ass•.'OwJJ/16' NAm O I.- GO. om S'OES smES / BUSMHO W/ A 0.150 I MWiOSC nON 09010AW' MIN, ]/<' PlPoV00N1003.5'IC. MIN. ]/.'PLTNOOD WNG TOP SEma" O.50D' "ND ULIWFM WE"TMD) [ Of El RmUIRW I/.• R TPCONO OR=ANN. I/3' 1nN R[NROD 1JT OAN Ox 9QCi 1J) sN[ (114.) �' T 02W La,NLSNFA NKNOON -..nRll BCII N/ h NW O W O.C. mp) k BMT w/ WASXEp @ HM O 5" EA[N .001/.•1XRu POURED COxCREiE OR CREE-RQ M'CXOPS e' O.C. [pVCiRiE BLD]! MNL _1REWIND OR 31511/5 PoUIRD J/16' A. O"NI µ ,Xro mM. NUM. .UN A6" ON DEPLANTERxAIE COxGgEIE UM. AxCAE °R BEM PLATE POP NK15 O 5' O.G lJ GO. Am.STANDARD gEONRFD COUNTER -TOP MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAIL AS.D. DESIGN PRESSURE RATING- ♦66.0. -66.0 PSF MAX. A.S.D. DESIGN PRESSURE RADNC• +66.0. -68.0 PSF ]/I6•.v0P Rn£IS O fO. O.c. .evm soEs I um. SEPAP.R1gN TO CLSZ r(OSCMEDNF ONsNEEi KIE lEG 1 Of VOR oRIµPRACOOTON ®T� NTFAIUTE tEc (SEE IN is n nNcxR+ %////%%// � PVIINfRTpN 1/IY . J/A' TENS SCREW W/ PWRFD CONVEX OR s/B" NAOM OR 1/4'_. ]/A' I WXUETE BIRO[ HILL BOL}B O/ NNB h 5/8MASH FRO a REGARD) .• D.C. • £ E�.j a B is BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 ((W 131 S . m• CO. 1/.•.. 5/.- TUG II. Pouxm ....OR: CR ON Wx 3/4'NOR mn0 c N11R INSTALLATIONS DETAILS INTO CONCRETE «NREBL & CONCRETE BLOCK BUI d' OUNTING INSTALLATION SCALE N.T.S. + R A (BOTTOM) ],5R1 - MORIDA 6UIWING CODE (High 6: NON WIN Velocity Nurtic6ne 2Gna) NME FOR LOMBWAnON OF SEBOONS A ' RD. 44767 j � [ m10n TRD[w RG MAN It FOLDING IMPACT PROTECTIVE SYSTEM oNSx m. Rl E.O. a EDGE DISTANCE 1- MOurvnNG SELnONs CAN BE COMBINED (SEE SPECIFlW110N5 ON SHEET id) 9O —g �Lt E�0 �xG FOLDING SHUTTER CORP. IN ANY WAY TO SUR ANY INSTALLATON. •.• TIWi 16OXC ENGIX[ERIXO COLP111Y T09100Th'EET NNE 1 SEE UMRATIONS FOR ON SHEEL Y ® S5 '..••.•�•••.•�( -_ \al' e . 5°A X'm.. p n SNae •EST P, W.I O5.15 17-082 %4.�-�mleh'IY mC M'aNmW„_Iv, mt:l(n°! - 70 iddl $a6r m-mSsnR R.R.S.•.R•X DRInRG N. v'e•srAu/aeRt/unu/ws W R. ua I ii'1RPi'' .• °'/NI" R VOR 5 a IJ • W Ur � N N ne Z o yY .6L2 \ SC fTE+ G__ sLr p n a o o z 6•tE \ �� o _ K Egg f Cea_ l¢ \\ g6 J Y zgpaEc a3a n 8. $ W 58985 B � Fnpi j� 444• ; xms 'xvry .Lcv g%saa \ZO =O zf 0 0 Im m Q 6:6 3S G S a a Z W iii..Y ff{0ff ff�e .o6L IIx/,J \ y Q Oyta zj 4 s`. xm sdF (nmsws'aU xme y f. 5.1 SIV tn _ �90$ �o \ 8 Wa e r 3aa N o' 11.1 ]utrm a OwO WEE sammq V.• . ur ,w uau E oc. wxommwar. n msc�u sn¢wu ]h• WX ad¢v SPAN TUBE MOUNTING INSTALLATION SECTION x 1. noO Z e TYPICAL ELEVATIOhUBE AT MIONEIGHTI E SEE ml ..NS Fon ® ON SHEET 2 PJO.44167 TABLE 1: MAX. SPAN TUBE LENGTH .SCHEDULE (TUBE TOP OR BOTTOM) # TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. ENO NUMBER OF ANCHORS PER END Of TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM WEE TOP OR BOTTOM TUBE 60" 1 106.0" 1 13 B 2"x4"x1/8" 96' 85.0° 17 10 144" 69.0` 10 8 80° 10.0" 17 10 2"x4"x1/4" 96" 110.0° 144" 91.0" BO° 109.0° 2']5"x1/8" 96" taD.O" 144" 81.0" U21 80" 124.0" 2"xG"xl/9' 96' 114.0" 144' 93.0" eF VAUO N50 f NINHDGWT TUBE Ni ONLY WHEN ME SUMATNN OF ME ANTMS NEW ABOVE & BELOW 000 NOT DOOM ME YNL PRODUCT SPAN SHOWN ON TABLE I. TABLE 2: MAX. SPAN WOE LENGTH SCHEDULE (NEE AT M11MUGHT) NEE SIZE MAXIMUM PRODUCT SPAM ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 60" 76.0" 13 1 12 2°x4"0/8° 96" 60.0" 17 15 144" 48.0' 13 12 80' 87.0" 21 18 2"14-.1/4' 96" 79.0' 21 18 144" 65.0" 21 18 ea" 77.0" 17 15 2"x5"x1/8" 96" 70.0" 21 18 1W" 57.0" 17 I5 saw 88.D" 21 18 2"x6"x1/8" 96" 81.0E 21 18 144' 66.0" 21 18 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL SCALE: N.T.S. N0. AEG. DESIGN PPEJSURE MnNG 572.0 FSF FLORIDA BUILDING CODE (High M Non High Velocity Humcone Zone) am'TIMM lxc IL E-001MD TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °^ "on FOLDING SHUTTER CORP. °'a " ' mVT rzanxG s ..lM2ux° °°uF]He .*::([4 [x Yq x+ew 4MEy n3nn �euw-uw.•�.rrm:_�u, -m x: xn]eee.N..e. m-Iro°nle .h. WRIA P WRDiw u[1LL1'Ij ..leiE. ]W9.XG61elQ FIIxC a'6T FNY 6EpL M1}NIJ � le°o-a.rs77x .xNeaxw.x....�, 17-1182 uvHlNc xa JxE[1 ear u � 1 \ I na' Paa PP2,s aP I/a'q I i[N9 O 19 a.t. F X13 \.\ BUILD —OUT END CONDITION .OR oO EXTERIOR �— HORIZONTAL_ SECTION 20 xolnpxru spmm ]K HAY VARY AT UMT HAT AT TRAPPm PATNUIXM6 T sEE LIMTATiwn Totem A S NOTE 1 ONE LOCKING TUBE, PART # SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE®OR 5 , INSERTED IWO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE @. A SOLID THERMOPLASTIC TP MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE. 0.357'x0.357' AND D SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WRH A 0.120" O.d. HOLLOW PIN. T11E BOTTOM 1,100" OF THE TIP SHALL BE 0.363- DIAMETER WITH A 0,200' LONG BEVEL TOWARD THE END AND A FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE. 0.475%0.475%0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE Ie A 2-PIECE, THERMOPI/SDC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375- LONG, WIT A 0.366'4.366"x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® . THE TOP OF THE PIECE MUST INCLUDE A 0.684" DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8.0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE). a a�, xne• (m.) or �l P�1T or )8 90 9[ 4 SH WN .ROOROR OR5 Im[O DI Qg]p-aca NmVAV im 10 0P SPAY Y (A O ]Y as a Inmv Pm m o ,«• vx tmwp 18 �'wmePWa m u'["+ww 11[riPs vlmaq 4 OR(55 SHOWWNN Axmw a n• o.c. ro IXISIWp SIFVCIYPE dimuc.smunuPc u . warn xuav Axae \� `'/'-f ate. END LOCK ANGLE x�ls e]ii• MIS `'/ Iwn¢mTa suwx r mn. a/I6 %P 2KIa M a' gc ND LOCK ANOL xwaortPL U=N . ap•Z ,� srAswz 1 Tom ro O[s mnvm¢¢ a e• na OR DOERIOR) ALIERNATE LOCKINQSLAT CORNER LOCKING DETAI xm60NIIl SECIAN RORIOA BUILDING CODE (Nigh @ Non High VelaO4 Hurricane Zane) - 0vola mnm OR, TITM II FOLDING IMPACT PROTECTIVE SYSTEM sNpxll u IL FOLDING SHUTTER CORP. A.V,, ° mN nun rzsnxc Y axpineswxc coNPAxr b]f e�w [Lu. N. ve. N>xwu.[WWyrtv)IN .NNmr[I-,Na.Pa,twoN,-,N, AI 4Tv[oOveLevm ca-Pwnly warm a nwv.c PLaRIw u=. 1 «ep ]we xw.sxm naz w6f P4010W1LR ]a[I] � lexo-au-w)1 a ,Itl(Inp111uXmmm 17-082 aplNxp Nv sxat p ro Is rENS W1 J/16' PoP PM15 pEA µpL 10 N9E .. mt (i PNNFW) a . CORNER POST EoaE W m,W� RI .ISOMMETRIC suo OrT. Ar rm soap END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) r A �-aI J/lP' PpP WY�e. rAcx vu w :v Nmc nNo sLi�ANo 6orNN—sloDs FLAN VIEW A —A OF PRODU OPTIONAL SIDE ANGLE MS ..WMe) PIECES MAY Bc Mr tP � wE 1/.'. t 1 ]/.. LMWf6/WaF-{113 AN]IOPS O 10' 0.4 /�J/le' Pa mars w e/�•. J/.•ens oosmm sm¢nvs 3 �t Ih' loot J � Lao Preen .ur eE ru. �/ 2 womEoo TRAPPED END CORNER POST CONDITION W/ FLAT END xox¢olnu xcrvl RORIDA BUILDING CODE (Kqb k Non High Wlmdy Hurricane J F. imn• Ss. GI w/ 1/2'..2/.. LOHO NON BUSHINGS (lyy. M P) /NO I' MIND D, BOTTOM). IXCOI ♦T FOIIEII .. f,') A RED... /lo . Y s.s sII.S w/ LONG NYLON PhE15O IB O.C. BUSHING A O.0 CONI. tlMLHLTON Cl W.TOI EC L T)P SECTOR 0AND O.IB]10.2]0' L0. An on AHD23' .11 I' T Or M. o12Y LONG Bongl SECTION O.J20. O.D. AN o ER 0.0 E4 �1 8 0301Y1P')E BIOE (IYPJ \� IB• ALUM. POP NNE15. O IB' D.C. MIN. SWARpTON 2'.1 COM w➢W I MI SWNMTON i0 CUSS ,N SCHEDULE I or I HEADER RED-D. TO ASS (sa swmULE uki O OH CHEF! Is) ® t BN CHEST n) 21.' CONT. PLATE q� I �At 1 .: I wa¢elnx m I III, 1 wAu Hx¢x WALL FACE MOUNTING INSTALLATION SECTION 1 W A. T SEE UNRATIONS FOR ® ON SHEEP 2 N4ff5: N OR COMBINATION OF SECTIONS: I- FOR WOOD FRAME CONSTRUCTION: J." MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY Y OF OR EQUAL 1- NOUMINO SECTORS CAN BE CON&RED IN AM' WAY TO SUIT ANY INSTANATON. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) FLORIDA EUILDINC CODE (High k Non High Velocity HUh.I 2PRG) Z6 LOGonoN i(,m NNODE `J O V NN�SEPM m cI IS (66CXE GEE 6MEr ' un POP AVER OG LEGAi LIXATION 314' ROOD —WALL MISS h Ea. OI.. mcx S.S. 1 SEE UMITATION$ FOR ®ON SHEET Z TIER MISSING OPR@YL RYN XMO NOTE FOR COMBINATION OF SEC➢DNS; 0. (xON-smuGxlw4) Io.. S.S. S.... w/ I/YeMGUSTING Z. SECTIONS CAN BE COMBINED IN PAT WAY TO SUIT ANY INSTALLANON. LOxc NYlOx GUS (rya TOP) ,- vanr Rn. —(M.O. ATD IWN R ROLLER HDY9N0 DYPJ �� �z 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN, SPECIFIC DENSITY OF 0.46 OR EOUAL Or a1 orat i � 9 Eo . e' g 3.4- COM. p ` ,/4 0 . S/4' TIX6 6CRW ..o W 0 W/ S/e- FKNER OR 1/4' . 3/4' GO= w/ Sm k 1 41 11 1.1 I 'A WISHES 0 4- O.C. 'III 11, mx SIONKS1 0 l 1I II I . I FYL rwml BUILD —OUT FACE MOUNTING INSTALLATION BUILD—C SECTION 4W ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. \" W. E0. . ]/4' SCREW tI 111 { III OR pR 1/4' . ]/4.pIS/ IMs a/c am I1 1 WA 6 S/e'ARA O r COL I 1, mNNEGfON ra L., LLII � WNL MISS 67 ' OAMRIIDNtl / 1y' I � oP DYAi xuu Hoop c Mor>_sTRucluwt) POP MS!$, MR. 6rGAs "I m GN w sX¢T u) I I I Dr CA 1 � N y I I or®i OPPOILLL No'" GUA D IINW-]IRUCNNL) Iy ]/16- NIM D $' D. Fo' ONE C 7 AT RISING Ri FT 5 �# I • _^' � y S/' ALLY, FOPRVETS O lo'O.C. pOM yp¢ noVon 1'te YW. NODp - DQM REONISD (No nNSH AuawEo) C GRUScre, ce `S' RM "D r ON. co, . TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) A'ho, me TITAN II FOLDING IMPACT PROTECTIVE SYSTEM . GO ILL C O FOLDING SHUTTER CORP, pGN, Inc. mev NIGNI Pact :xcwaRlNG coYPANr Iw�a...�wa.yu,.e 'ra'r,4PB'i lei ur»4,] 17-052 .wOneleon m.feNnp.h�Ow.mm 0.Vldp N. no I nlur v P.6 ewNNNNoN I exm r, ar u u<! 47tn ..mm u 5[P FE. I y El ]mAMTgN I �� (SEE SCNEME11.EIDtsof 1 ox sxEcr IJ) (ON oloot 1 ) jor 31y G �J Or ® 3V OPxquL NM (rrox_GIRUCNI• PNQ y I a� I y i V NOR ALTER. 3/16' µUN 1] •. OR 1/40-T011' POP RNERS 0 ]' GO. ORa N NUT a� � AT REAR. j 9 n o 4x.0 tLal/ . w� ]/I POP IMAGE .'e.AUM " 1E• oc m1x sDEs nom E EE OF v APPMw E BRi1+rz uc al Stl �mxxselox n _ — G'Allm EDGE OF ]4B IF APPUl I--1/ .N. E.U.J --1' MIN. E.O. T.0- M R. WOOD J/ OEGk PEOUNED (NO FlMSW OLLOxID) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) z16• N. MOOD E. PmmnEn - (NO "NOR µ mm) � EGA MU11E --2' XIN. CO. SP O 2' MIN. E0. APPMUDc SEE DMDANONS ® ALT TRACK ADAPTER MOUNTING INSTALLATION 1 FOR ON SHEET Z SECTION 7BW (BOTTOM) NOTE FOR COMBINATION OF Sol 1- MOUNTING SECTION$ CAN BE COMBINED IN ANY WAY TO SUIT ANY INITALIAPON iypE �y"y\"gN t1.• E P9]E i0 EµtS NDiFc. PLAN! EO'0. (SEC aGNEW!£ ON SXFE1 1) 1- FOR WOOD FRAME CONSTRUCRON: WOOD MEMBERS TO BE HAVE A MIN. SPECiRC DI OF OAB OR El "N RwEX a— SEE $ERTNS SONa HW FOR EVER. AS.D. DESIGN PRESSURE RATING a SPANS 4 � GEESOP 560' .. t \ \ -.6I rra RS 1/fr iME WOOD 1/Or CNEIPFl:9 11 iMIGSES IOS W I FIS x05 I S0, OR I W EWE (If LPPLIUBIE) NOS' W SCPERS AGOG PENER OF FA S. IN W/ % I 1II I 1 21 Yin MxGOEO PENEIIUMN IMO WOOp 1I (z) xrLax Y.V. PLYM0G E�TNc saiER E"� l" •1 Ro11FRs 1111' ss. sus. x/ 1/z•e a/a' LOxc 1 O.OE]'P D19.) 1MON BYSXINGs (iry, .P)gHp 1• Lp40 /IO . J' SS S.Y.S. W/ Ill MGM yy DM. ElcllOu). Sol RT MuuI "USING "GLOP D.YO• " INSTALLATION EGFOR 00O M .24TO11 o.E. ax0 O.aY 1.a. AND M.i6J103]0' t O.sss• LONG MINOR NO1. SEPaGIOx EmE ULOWFAS / INTO W\ sBill. O.]za- O.O. "v0 ro 4uu lREENER q ..A. Ea. (sLc MNE. E ON El1ELT 1]) smlPnxa EM.in SIDED ) - SCALE Ill I I HEADER TO TRUSS MOUNTING INSTALLATION SECTION BW (TOP) . J/4' . O A. O.C. .1441 r-20 . J/.• a O.CO.. '• pENS �•• - FLORIDA BUILDING CODE (Righ a Non Nigh Velocity H nril Zane) t No.44167 ®]G11m wC IL E C O Lx�. near 6urw0 s cxcwECRIxO wwuLr � .`"'µi.N. F°gO1160a,6 lns �vN' rcim.licm.[SO Wno AA. p J.. P:E, f10M0A Lt I u16] TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "'A'x 0" FOLDING SHUTTER CORP. mee ----F WAGE �PlRMAN w_PEaGORE .rn�mneMuxmmn ° con " W •. 0 •'��1�J�' :a .•'_�L(/. Y. RJa.11E ETJ� 17-082 CWXMO xe w sxttT 12 R IS n/aM�� ^'ems L•/-) uuMMu vn zvurs a rasnr¢ xaams vassv66 rammL hH A-1 �� air e 30 psl 14410" 144" IUD 'Ib Il JS ps/ 60.0' fi0° 881611 100.0' IDO" 145 Ib ft 144' la4' 210 Ib it 40 of 60.0" 60" 100 I6 ft 100.0" 100' 167 Ib ft 144' 144" 240 Ib ft 46 psf 60.0" 60.0' 115 Ile Il 60.0' 80.0- 154 ID ft F7- 97.0' 1B7 Ib it 115.0' 115.0' 221 Ib R 144' 144" 276 Ib ft 50 psf 60.0' 60.0" 125 Ib ft 89.0' 89.0" 187 Ib ft 1OD.0' 100.0' 206 ID It 120.0" 12D.O" 250 lb/ft 144 140" 300 Ib ft 55 psf 60.0° 60.0" 138 Ib ft 81.0' 81:0" 187 Ib N 100.0 100.0" 229 Ib it 120.0" 120.0" 275 Ib ft 137' 134" 330 Ib Il 60 Psf 66.0" 60.0" 150 lb/ft 80.0" 80.0" 200 lib/It 100.0' 100.0" 250 Ib/ft 115.0" 115.0" 288 Ib N 131 128" 346 Ib fl 65 of 59.0" 59.0' 160 Ib It 92.0' 92.0' 249 Ib ft 100.0' 100.0" 271 Ib it 126' 123' 360 Ib it 70 psl 60.0" 60.0° 175 Ib n IOD.O" 100.0" 292 Ib fl 121" 118" 374 Ib fl 75 psf 59.0" 59.0" 187 Ilb IE 100.0° 100.0 31J Iit 117" 114' 387 Ibb it 80 psl 113" 111' 1 400 Ib It P 107` 104" t001p-fs 101" 99" 447Jfb f e ' 94" 90" 120 psl 87' 82' 484 Ib ft 130 Dsl 1 80' 1 76" 483 Ib fl. 140 Psi 1 74 1 70° 484 Ib ft 150 Psl 69" 66 483 Ib ft 160 Psf 1 65' 60" 483 ID ft A mom. L+: WXRA. ALLOn?eO E PRODUCT SPA4 FOR A GNRI PJNIVE aS.D DURGR PRE=RE MI10. L-: ". KLOWPBLE PRODUCT SPAN FOR A GIVEN NEGe M1 ASL. DESIGN PRMSURE RATING. rim M IMUM MOWA91E PRODUCT SPAN I$ EOM TO 1HE WNIMM DETERMINED PRODUCT SPAN BEnWEN %I MD t °. 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 r., CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE I WOOD ANCHOR TYPE A B 11Ctl A C E A C F 9 425 LB/Fi - 388'18/FT 157 LS/FT 134 LB/FT 256 LB/FT 397 LB/FT CI 6 47 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT 7 LF B 66LBT62LB T2]LB Ff34]LB FT C2 9 456 LB FT - 3 22 LB R 250 LS FT 190 LB FT 318 LB FT J80 LB Ff 6 525 LB/FT - 419 LB FT 312 L97FT 285 LB FT 353 LB FT 443. Lam 9 390 LB/FT 309 LB/FT 157 LB/FT -134 LB/FT 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 TB/FT 236 LB/FT 202 LB/FT 298 LB/Ff 405 LB/FT 3 813 LB/PT 572 LB/FT 326 LB/FT 3D4 LB/FT 418 LS/Ff 631 LB/FT 9 466 LS/Ff 370 LS/FT 157 LB/FT 134 LB -FT 256 LB/FT 393 LB/FT GC 6 592 LB/FT 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972 LB/FT 65Z LB/FT 389 LB/FT 364 LB/FF 500 LB/FT 753 LB/FT 9 281 LB/PT - 224 LB/FT 81 LB/FT 53 LB/FT 143 LB/FT 103 LB/FT C5 03 421 tB/FT 843 LB FT - 334 LB/Ff 670 LB/Ff 122 LB/FT 243 LB/FT 125 US FT 250 LB/FT 214 LB/Ff 432 LB FT 155 LB/FT 311 LB/FT '9- 273 LB/F7 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT O6 410 LB/FT 487 LB/FT 323 LB FT - - 207 LB/FT 153 LS/FT f3� 822 LS/F 975 LB/FT 648 LB/FT 414 LB/FT 307 LB/Ff 4� 269 LB/FT 301 LB/FT 183 LB/FT 114 LB/FT '153 LB/FT C7 3 35B LB/FT 402 LB/FT 244 LB/FT 152 LB/FT 204 LB/Ff 2 305 LB/FT 12 491 LB/FT 596 LB/FT 409 LB/FT 265 LB/FT 165 LB/FT CB 8 736 LB/FT 894 LB/FT 614 LB/Ff 397 LB/FT 252 LB/FT 6 982 LB/Ff 1194 LB/FT 1530 WIFTJ 336 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY HURRICANE ZONE A SPAN HURRICANE ZONE ZONE 1,2.3 ZONE 4 5 - 2 1/2' AS LEESSSS >5'-to' 2 5/8" + 1" 2 3/4"+ TO 8'-3" >8'-3' 3 1/2" 1" 3 5/8' TO 12!-0' A AS DMNED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8- SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & JA CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A I C C1 9 417 LB Ff - 398 LB FT - 134 LB FT 6 461 LB/FT- 418 LB FT - 202 LB FT 12 375 LB/FT 334 LB/FT -1 142 LB/FT C2 9 417 LB/FT 362 LB/Ff - 190 LB/FT 6 502 LB/FT 419 LB/FT 285 LB/FT 9 372 LB/FT 309 LS/PT - 134 LB/FT C3 6 469 LB/FT 375 LB/Ff - 202 LB/FT 3 760 LS/FT 572 LB/FT - 304 LB/FT 9 445 LB/Ff 370 LB/FT 134 LB/FT C4 6 561 LB/FT 448 LB/FT 202 LB/FT 3 912 LB/FT 6B2 LB/FT 364 LB/FT 9 226 LB/FT I - 1 224 LS/FT - 83 tB/FT C5 6 ]39 LB/FF 334 LS/Ff 125 IB/FT 3 681 LB FT 670 LB/FT 250 LB/FT 221 LB/FT 251 LB/FT 215 LB/FF - Cfi 6 332 LS/FT 378 LB/FT 323 LB/FT 3 663 LB/FT 755 LB/FT 646 LB/FT 4 232 LB/FT 236 LB/PT 183'LB/Ff - - C] M9 3 310 LB FT 315 LB/FF 244 LB/Fr 12 388 LS/FT 460 LB/FT 409 LS/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT 6 777 LS/FT 921 LB/FT 819 LB/Fr - - ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC.jC.BILOCKj WOOD STEEL A 1/4"0 TAPCON W/ ADVANCED 3(50" 2.50' 0 N/A 4.00' 4.00" N/A N/A THREADFORM TECHNOLOGY 8 1/4" 0 x 3/4" SOLID SET 3.50'I 3.50" N/A N/A },00' J,00" N/A N/A C1/4" 0 CRETE-FLEX 3.00' 3.00" 0 N/A 3.00" 3.00' N/A N/A E 1/4' 0 RW-BUILOEX N/A N/A N/A 1.00- N/A N/A N/A 2.00' TEK SCREWS F #14 NOS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00 Pilo 14' NOS LAG SCREWS FUORIDA BUMING CODE (I6gh & Non Nigh Velocity HUMcom Zone) ovoR nuEm we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM p6Ae1 �' LL FOLDING SHUTTER CORP. mnYn EC n T nWi TCniIXO .. 6 CNGIXFERIXO COYPXMY 7ne IIDTRER PIAS xTsr PAw eMu. n 0Mv umws �. vl.. .-,,,en: Im..w.a..m„ e Px: leoo-eu-uT� ...r es,vmxl.le 17-082 orrxulo x. ' FB-0006]1B w4T[RA TWI. °^ n ROflIM Ik. F 4{167 OT m/M, eMLR n eF 1J