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HomeMy WebLinkAboutProduct Approval1501 MRH EXP "D" BY: JOHN D. 1 - OPENING ACCORDION R . 3 1I1 GENEL, VICTOR ..� =N ° W.O.# 10042021012 S' o , 3100 N HIGHWAY A1A UNIT# 405 Impact Windows -'e c FORT PIERCE, FL34949 FACTORY DIRECT SINCE1969 r p�6taMeenl�gUd ENGONEERNM 7E RES8& CORPORATE OFFICE: 401 West AUanticAve., R10#219 Delray Beach, FL 33444 (954) 35"660 1 (866) 396-9999 TEAM @ EN GIN EERING EXPRESS. COM ENGIN EERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information Owner: GENEL. VICTOR Wind Speed (VuLT): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.54 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: U Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (9): Flat Roof Slope Coefficient (ec): 0.9 Min. Building Dim. (L): 90 ft. End Zone Distance (a): 9 ft. np.civn Wind PrPccnrP (PmAY4._ PmaY-1 h<60 ft h>60ft., Max Positive Pressure (PmAx+) PmAx+ = gh(9D GCppos + GCpi) PmAx+ = gh(6G GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(6D GCpne9 - GCpi) PMAX- = gh(6e GCpneg - GCpi) nPVire ('alrnlatinnc ARrF 7-1(D ('hnntor ?n A 1IRrih.rartinnx # Size Zone Elevation Area Areal f<� qL GCP+ GCp- Pmax+ - Pmax- (W x H) (ft) (ft2) (ft2) (lb/ft2) (lb/ft2) 1 502.75 x 98 End 7 342.15 585.09 1.03 61.03 0.6 -1.0 31.8 -64.5 i PreparedInaccordancewith:ASCE7-16. 1.THENFORMM ISNTENDEDTOPROVDEDESIGNPRESSURESFORTHEPURPOSEOFTHENSTALLATIONOFGLAZEDUNRS&OPEJNGPROTECTION ASPROPOSEDAND FROMMW SYSrEAOR COMPONENTUSED &ONGWIM THESE R'icharcl`Nee;t;P�E�•I[ L�PP86468] J' Ch30.Wind Loads - Components &Cladding OTHEiS.NO CERTFICATDN,E"HER EXPRESSED OR ASTOTHEVALDRYOR APRCASLRYOFANYPROLOSED PRESSURES. I-PRODUCTSISHALLSEWSrALLED N STRICTACCORDANCEMIN VALD FLORIDAPRODUCTAPPRO%%LSAND IVUSTF THESERiESSURESFORTHEGNENSUE \ 7th Edition (2020) Florida Building Code 2. NOCERTFCATIONOR REVIEW 6GFFERED T14ATTHEPROPOSED UNRSMEETAYEGRESSREOUNEMMTSALL EGRESSISSUESARETO READDRESSED BYTHEPERMf TNG CONTRACTOR ANDTHELOCALBULDNGOFFIORL P�p p //�� qqq •• Iu 8 +p�o/� a Design Pressure ASD (allowable stress design) 3. THEHOSTSRTUCMREISASSTJMEDTOME EOUATETOWRHSnNO THELOADSPAOSED BYTHISDESCNASWORKREiACESEIl6rNGFRAMNG,OROPENNGSDESGNM AND CERTIFIED WAN MGNEROFRMORDiEORD.THECONTRACTORMULDNGOFFCKLMALLVERFYTHATTHESUBSTRATEDTOSMDURNGWORK6SOUNDFOR NSTALLATCNOFTHISSY MIFDEFEENC I ILB b � 6� � Wind Velocity is VULT (ultimate) EEVALUATE DESIGNAREFOUND �.NO ARRANTYERIER EXPRESSED OR NR.ED,,6CONTANEDHHEREN��ORECONTNUNG CONSIRUCTDN ADRESEiVESTHERIGHTTO RE VASD=Sgrt(O.6 * VULT) NSPECTAND d. DNEJSGNSARESHOWN TO LLUSTRATE DESIGN FORCESAND OTHER DESIGN CRREiKTHEYMAYVARYSLGHTLY,TOTHE EMENTTHATTHEOPENNO AREASNOTSMALLEi THAN 5•16OF V DESIGN.CONTRACTOR 6TOHFYALL FIELD DNENSDNSPRCR TO NSTALLATIDN. .� THEMONEERED 5. ENGINEER SEALAFFIKED HERETOVALDATTSSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECFCATON WCONMR TOR,eIaLNDENNIFE5LSAV MMMdESST MEJGHERFOR es ©2022E-Tem t.Com P ALLCOSr&OAMAGESNCLUDNGLEGAL FEM&APPE.LATEFESRESULTNGFAOMMATETIALFFERCATGN,SYSrEMERECTGN.&CONSTRUCTDNPRACTCESSEIDC NDTHATWHH6 CALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROM DEVIATDNSOFTHISPLA. rd \ ( ID: foldingsl:utter-P10042021012N0301 6. ENGNEEiNGE%PRESSHASNOTVS(rEDTHISJOB5ITENFORMATDNCONTANEDHERLN6EASEDONCONTRACTORSUPPLEDDATAANDMEASUREMBRSENGNEERNGEXRiESSSHALL NOT BEHELDRESPONSDLEOR LNBLENMYWAYFORERRONEOUSORNACCURATEDATAORMFASURENFNTSWORKSHALLBEFELDVERFEDMIORTOCONSTRUCTDN.ENGNEERNG g� T 1 E OF \ FXPR659iALLBENOTFEDADGNEJAOPPORNN(rVTOREEVPLUATEOUR WORKUPON DSCOVERYOFAVNACCURATENFORMATDN RiDRTOMOOFICATDNOFONMGFELD CONDRIONSADFPffiiCATDNANDNSiPLLATDNOFMATEALYS Cert b Atjth� 988 WITH 02/01/2022 Page 1 of 1 T. EXCETSEIPRESSLYNOW®H@iEN,NOPD01pNALCETFCADNSOflgFFgMATDNGMENTENDE. %p IGY \� Customer: GENEL #405 WorkOrder Number: 10042021012N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -64.5 468.5 98 464.5 98 94.75 9"o.c. 9"o.c. FI RC Copy I 4professionalRegulation s f BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts 1 Publications I Contact Us I BCIS Site Map I U.ks 1 Search a r Product Approval -USER: Public User db Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17080-R3 Revision 2020 Approved n File COPY �"EVI� �b FiDF, CODE COMPLIANCE ST. Ly CiE COUNTY 6�d BOCC �l�L� Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Impact Protective Systems Operable Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 2_ 0-190.pddf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System / HVHZ & Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwa 20- Approved for use outside HVHZ: Yes 190 pdf Impact Resistant: Yes Verified By: Walter A. Tlllit 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 load. See sheet 13 for additional spans and loads. FL17080 R3 AE PER Folding Shutter Corp Titan II Dr tg 0- IMpdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copylight 2007-2013 State of Florida.:: Privacy 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 click here . Product Approval Accepts: ®®9E e6dit�Cafd. ;Safe `T3 1. TTiAN 0 FOLDING IMPACT PROTECTIVE SYSTEM SHOYGN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.0.) HAS IEEM VFOR ERIFIED COMPLIANCE IN ACCORDANCE WITH THE2020 CAh lOfIpIQ OF THE FLORIDA BIDDING CODE 1ND FOLDING IMPACT PROTLSITRyE SYSTEM MAY BE INSTALLED AT MON VELOCITY HURRICANE ZONES (MM) AND OUT OF THEY (RMQ). IVIND WADS SMALL K DETERMINED FORA BASIC WIN SPEED @.AS KD=sHRED DT TTIIEPA iMN SECTIONS 1WHERE 7NDM tIM PRODUCT D6TALLED FOR A D I�OTIONAUFY FACTOR Of THE ABOVE MENTIONED CODE. XdrOAS, USING AMC 7-10 AND SHALLNOT EIfIXM 1HE WXrIW A.S.D. DES a PRESSURE RATING INOICI, ON TIONASHEE13. IN ORDER TO VERIFY 7NE ABOVE CONDITION. ULTIMATE DESM WIND LOADS DETERMINED PER AWE 7-16 SHALL BE FIRST REDUCED lO A.S.D. DESIGN WIND COOTIE TIT MULTIPLYING THEY By 0.0 IN ORDER 70 COMPARE THESE W/ MAX. (A.SD.) DESIGN PRESSURE RATINGS INDICATED ON SLEET I& IN ORDER TO VERIFY TNAT-COMPONENTS't ANCHORS ON THIS P.EA., AS TESTED, WERE NOT OVERSTRESSED. A 33 X INCREASE IN OF ALLOWABL FASTEE STRESSNERSINW00FOR0. WIND LOADS WASM USED IN THEIR ANALYSIS. A DURATION FACTOR CO a 1.60 WAS USED FOR VERIFICATION FATIGUE RESISTANCE HAS BEEN VEMPIED IN ACCORDANCE WITH SECTIONS 102E t 1�C11 TY AEW MENTIONED CODE ASD PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. (H.LT.L), HURRICANE TERM LABORATORY (N.T.L.) Be AEERICAN TESTr10 LAB of SOUTH FLORIDA AS PER PROTOCOLS TAs-ZOf, TAS-AND NG COOL, AND AS PER SUBMITTED STRUCTURAL GtOULAflONS. PERFORMED AS PER SECTION IBIS t 1604 OF THE FLORIDADA BUILDING CODE. 2. STAINLESS STEEL BEET METAL SCEWS USED AT SAYS m t SHALL BE f 10 a 3', 410-HC MINIMUM SEDES W/ 173.6 Mat YIELD STRENGTH t 107.4 Mal TENSILE STRENGTH. SCREWS SHALL K TED WITH MAN SHOD SERIES FLUOROPOLYYER COATING. AS MANUFACTURED BY WHITFOR D Co. BOX 307. WEST CESTER PA. 10361. 3. ALL ALUMINUM EXTRUSIONS SHALT, BE ALUMNUY ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SMELT 2. MINIMUM YIELD STRENGTH FOR COMPLY WITH ALLOT AT -6 O SHALL 0E FALUMIN M ALL ALUMINUM EXTRUSIONS IN CONTACT WITH OSSIMBAR MATERIALS SMALL COIPI.Y WISH SECTION GI-B � THE 2016 ALUMINUM RESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES. W/ SO Lai YIELD STRENGTH AND Bo bd TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL "nW2 EL DEATSCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION Z411SS4. ALL ALUMINIUM POP RIVETS TO BE 3032 ALUMINUM ALLOY WISH ALUMINUM MANDREL S. DOLTS TO BE ASTM A-307 GALVANIIID STEEL. OR ASI 304 OR 310 SERE STAINLESS STEEL WITH 35 Mal MINIMUM YIELD STRENGTH. L ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EOSIM POURED CONCRETES 1/4' 0 TAPCON W/ ADVANCED THIEAOfORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. DUHIDEG, INC. 70 YIN. P4r3192 Pat. /4" 0 x 3/4' SOW SET- AS INSTRUILITED BY ALL PONT SOW SET ANCHORS To poL I/4. 0 CREME -HET, YANUFACTUDED BY am CONSTRUCTION PROOU WIN...�j� ol. -Nam; Al) MINIMUM EMBEDMENT OF 1/4- 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCiEI IS 1 3/4'.. MINIMUM EDGE DISTANCE (LD.) SHALL BE AS PER SWEET I& A.2) 3/4- SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/6') INTO THE POURED CONCRETE. NO EMBEDMENT INFO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SMALL RE 1 1/2• NCNB MINIMUM SHOULD STUCCO DDSG A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON TIE DaMo WALL FLOOR, ANCHORS SMALL IE LONG ENOUGH TO REACH THE LAIN STRUDNRE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 It A.2 ABOVE (6) TO EXISTING CONCRETE BLOCK WALL• ASTM C-00. 1/4' 4 TAPCON W/ ADVANCED TFNEADFORY 1ECHMXDGT AS MANUFALTWED By I.T.W. OWL DEN, INC. /4' 0 a 3/4' SOLID SET. AS DISTRIBUTED MY ALL POOR SOLM SEC ANCHORS. 1/4' 0 CREME -FLEX. AS MANUFACTURED BY EL.CO CONSTRUCTION PROMMIL NOTIESN 8.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4' 0 CREME -FLEX KID CONCRETE CROCK UNIT S I.1/4• MNIYUY EDGE DISTANCE (L0.EET ) SMALL BE AS PER SWIL L2) 3/4' SOLID SET ANCHORS SMALL BE ENTIRELY EMBEDDED (7/8' INTO THE CONd1ETE STACK UNIT. NO EMBEDYENC CANTO sTuxo SHALL BE PEI1M M3X 1/a 0-20 S.S SCIEW3 CARED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO OAST AND I' MINIMUM FOR WALLS WITH NO STUCCO. L3) IN CASE THAT PRECAST SCONE OR PRECAST CONCMEIE PANELS BE FOUND ON NNE ERISMO WALL, ANCHORS SWILL. BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE BE AS INDICATED ON NOTES LI t LZ ABoVL FLE (C) TO EXISTING WOOD FRAME BUILDINat a.L46 MN. 1/4' 0 TAPODNADVANCED THREADFORM TECHNOLOGY. OR 1/4' 0 CREME -HELL. AS MANUFACTURED By IFIV/BUIDFX. INC t ELCOCOMMICTIONPRODUCT$ RLRPECTryELY. OR f 14 MW WOOD SCREWS OR i/4' 0 NOS LAD SCREWS. Nam& C.0 MINIMUM THREADED PENETiRATION OF 1/4- 0 TA►CC1 OR 1/4. 0 CUTE -FLEX OR /14 NOS WORD SUM OR 1/4' 0 NOS TAD SCREWS INTO THE WOOD FRAME UNIT SMALL BE 1 1/Z• FOR OIL THIN C! AND OR HRRI OR COMMECTION INNTO WALL F11RSII SMALL BE AND r FOR M on ASON D ON W PDRTRADNOOD SECTIONS ON SWEETS 10 7HRU 12. NO THREADED CONSIDERED AS TART OF THE REQUIRED THREADED POUTRATpN. CM MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' r ORETE-HDI OR f14 Nos W000 SCRIIYB OR 1/4.0 NDS L40 SCREWS INTO WOOD SMALL BE AS SHOWN ON SHEETS 10 THRU 12. C3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BIRCH PANEL% VENEER OR FAER7 BE FOUND ON THE IMII a WALL. AN MISS SMALL BE LEND ENOUGH TO REACH THE MAIN SUBSTRATE KNOND SUCH PANELS. MINIMUM THREADED PENERATION SHALL LE AS INDICATED ON NOTE 0.1 ABOVE (D) To OMMO STEEL STRUCTURD YIN. 12 GM FYr.ES IGSI (MCI.) YIATERAL -1/4' 0 ITW GUILDFJI TE% SCREWS. W/ FULL THREAD PENETRATION. Nam D.1) MINIMUM EDGE DISTANCE OF BW GUILDER HEX SCREW 1'. 7. ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. L IT SHALL BE THE RESPoNSIBIMTY OF THE CONTRACTOR TO VERIFY THE SOUNDLESS of THE STRUCTURE WHERE IRMCI PROOU IS TO ME ATTACHED TO INSURE PROPER AWWRACL THIS SHUTM SHALL ONLY BE ATTACHED TO CONCBSTE, PRODUCT WOOD FRAME BUILDINGS. G. EACH UNIT MUST BEAR PERYAI®GT LABEL IN A VISIBLE PLACE WITH WARNING NOTE- DURING PERIODS OF HURRICANE WARNINGSLOOKS. NONE OWNER. TENANT. OR 07HFA5. MUST PROPERLY CLOSE ALL CERERPIECES AND DRUM OR LOGS ALL 1II, PRODUCT MANUFACTURErS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT. PRODUCT IN ACCORDANCE WITH SECTION 17OLLI OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE It. FOLDING IMPACT PROTECTIVE SYSTEM$ INSTALLATION SHALL COMPLY WITH SPECS DDICATED IN THIS DRAWING PLUS ANY BW DNO AND ZONINU REGULATIONS PROVIDED By TINE JURISDICTION "ERE PERMIT S APPLIED 70. 12. (A) THO PRODUCT EVALUATION DOCUMENT (P.LD.) PREPARED BY THIS ENGINEER B OEIERIC AND DOM NOT PROVIDE INFORMATION FOR A SITE SPECIF PROIECYL L.a. INHERE THE SITE CONORIONS DEVIATE FROM THE P.LO. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TAUS PRODUCT RASED ON TABS PRODUCT EVALUATION DOCINENT PROVIDED HEIM DOES NOT DEVIATE FROM THE COFDGH0H6 DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE ES THE WNIRACS'OH"g RESPONS=W. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODM. (0) SRE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REOMM ENGINEER OR ARM= WHICH WILL BEFOR THE PRIXIIECI AND 1WHO WILL SE.RCSFOR&M FOR THE COME Of T TEE PXIL ENGINEER or 1 )ACTH AS DENTED ENGINEER TO THE P NEEII, SMALL PROPSIBYR TO' 11RS LATFER THE S M SPECIFIC DRAWINGS. FOR INYIEW. (E) THIS P.E.D. SHALL GEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL DNGIIEEN THAT PREPARED IT. 7W ORAWNO NMU ONLY E USED TO 011TAN POW13 N THE STATE OF FLOMDA A{IN11111flllll/ll .. FLORIDA IIIHLDING CODE QRILh t Mae NIGH VWmft Mmfmr Z4m 02aQ0 0° TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YANK m 44i67 to _ IL ECOIHOr. FOLDING SNURER CORP. '/'DATCo STATE OF >a,...,I R ate11 ' Wm 1H' LLL�"rKAG. FIL , .Lro r.. -IaI f1h 1MW.4LE-YIN .• Q, ' .-� 1000171 otmn ZO-190 �� CA-��ORIOp ...e+syr.,n...�. rWL,yu f1Jr. P.E. OROBIO N. 1j1 ILORID\ lk 44167 : na - _ SHEIT 1 Of 13 AMY (IV BE INCLUDE DErAM ON SHEEr SAW ® SLAT flBMW, socr-rts ucor (m BE USED OHCY FDR WrALLAVONS 30 FEE! OR hIGH MEASURAr M»VE SEE COMPONEMS 20, 21 & 22 ON SHEET a) » Q j ®FLAT END '=eG6J-'Ts`-Arro 6oar-75 ALLOr rye' :ra• ® WALL HEADER (2) ,2' MAX B.O. WW-T5 ALLOY SIbL/HEAD TRACK 6M—Ts ALLOY Am• .oar ow Ll w 6 pr 4H1' (U) ALT. - BOTWM TRACK ADAPM �QBO. fi i4 f 6+oaT-re ALtor ns ulor —. --fk san• f HEADER' - _ .._ sOSJ-T1-ALL coal-Te ucor t2 COMPONENT a b tl t2 ® 2' S' MAX. 0.125' 0.125' ® 2' 4' MAX. 0.25' 0.25' © 1' 2' MAK O.Os2' 0.082' 8� { &aWW ! ANGLES ®�dJ1V HOOD 60W—M ALLOY 6063-75 ALLOY COMPONENTS , a . Six /T+OIIDA .11W910 OBE afth t Nw fth Woolly Nwrbm Zom CEN omm nlmo ere ,\ SF '•:. 'may TITAN If FOLDING IMPACT PROTECTIVE SYSTEM QpIN m No. 44167 = 1 L E C O FON1 Y.P �/1o/xvm * INC. SHUM -CM. DATE % scar* OF `i110 ! aallmmw can.M,r utr m Mma an JL OLvo� n >�. . i P.L 4i107 OIM6M0 M. I t><IiI�IQ I S I A■AT1p I m0E I curs A7vlAcraE I (rTP) i ' 20 I I I NUMON, 1 NOLOOIY 10 XP E40N SSE WOrDOW (SEE TAKE 1) SNAP-& END v if aur— (Sir TALE 2) NOW 11J I n III'\ a am* Hoar WMOW (SEE 14KE 1) �AAftx (2) Numm WY BE By oNE SLAT s-AfEO A AONORM OF 24' APNRt, WN 121 NN. FROM OWS OF Sur Yap & DD�rmm AWTt IVsut ECEF �C3J• NC# At CORM96 OF PROOWt. ® BUT �rLrN� _ E �i Maia eni AR BE LSW AS NV OPDOM FDR A!! MSQLu7KVY5 ®ASLAT �INDOW F.4I.%R�I%e riF/nu APE xE Aar nvcL7rDE 1AErrFvaAnays AsS A10 rov rr� DETAIL - A64X M AINDONS MAY 9E W CNE SLAT SPACED TYPIC S EwRr to rs). W WING WINDOW & TY LT ERFOR S U, SLAT WINDOW ELEVATION (SMALL MISSILE /A4PACT) ILARGE MISSILE IMPACT) _ c'aA"rJAlrF.,_ §�-NO.44167 STATE OF P.C. TABLE 1: SOURCES FOR7=0AW /mPLOmE, sovxm o7YPRAL ADERFAT'8MAS7IC _WEO1C CRAVOY kummu AS1M 0702 0.043 IbIV TENSRE T1ELD UFRENCM ASTM DOE 0.400 pal E-M PALL F7ET01RAL 3TRaiCM AT mo ASRA OLEO 1Z5W PAL 13.400 pal. flDNRAL MODU.LIS IIBEQt A37M D720 340.000 paJ. 343.000 pal NOTCHED ROD off mmem ASTM DESE 13 F7 lb^ 17 Fr-ft,4. SMOKE DDIW PATE OF ouRNO0 ASIM D2E43 ASTM DES7 472 ; 643 t MAN :SELF XNTION ASTM D1029 C-1 CLASS 10407 C-1 MASS ON 7 E ASTM 0135 TFNSLE MpeaM AFTER WFA11ERM ASTM OWE 93M paJ. am PAL TENSES STRESS 86011E NEATHMWO ASTM 00E Mal pal am W. TABLE 2: SOURCES FOR 71PAW PROPENDES S►AtOM MGM IDOL CDLFMNr RpMNAW SLACK AD7AW PART / 20914-S PN19PA: SPECIFIC OLuvlir ilfmsti m. ANN 07E2 0.042 Off' 7ENSILE .HELD ST Em M ASTM DWE 11.300 p.+l FLEMIRAL STRFN01N AT MW FUMAt'L ASTM D700 13A0D PAL MODULUS Sumer, ASIY 0790 paJ. NOTCHED ROD ASTM per. g 0.8 ET-e/u. COE:FICEE' C OF TNFAMAL EvA1610N RAWMAMM ASIM DOGE E3 a la kVb.-F E,O LEUTares ILTNRE LL B4 ASW W41E 1300 V-0 F CO F1+mu PALm10 C00[ (Rph t Non NIOh VwOft 1MF kw o zwN TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0"" � M.p ryEF F���rt (ryJ�E. FUNG U CW. 7/1wt 0D .1H 1EAII W lO ONO 41L RYD DA7t Arty im. trcEr LhY PAL 11GAM Y L n Lora4 FN1 ,LL00•EY.U7, II0-190 NIA ■ Arsl■i ra ONA+w N4 R ■ . "'� m� re MW 3 OF 13 J4 c 5 8 (2 USE (2). O.C. FOR UP 99' AT PANS 30' S3 �i 1 OR 6 �2 t i END CONNECTION DETAILS ON: SHEET 9 TYP. FULL HE CONCRECONCRETE BLOCCK ORS TE. 6, O r O + © r O +(E 6 WOOD INSTALLATIONS. O O r O O © r 9 + 0 9 + 10 + 1 UNLIMITED WID a •. * NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU B ON SHEET O. SEE SECTIONS 7, 7A t 70 ON SHEET 7. SEE SECTIONS 1W t 2W ON SHEET 10. SEE SECTIONS 4W. 4AW t 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, BW •t 14W ON SHEET 12. / y orOW/ @ 1© rQ OR O �--- � (3) AI®AT�� O.C. THAN 90' UP TO 144' ®+ Q sQ+ t1 • NOTES ON ® t LOCKING TUBES ® AT I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 90'. USE THREE (3) FOR SPANS SPACED AT 30* D.C. ERT R LARGER AY BE WALLED INSOR EVEICR SCREWED TO TAPPED RPM= (OCR ((0.. LOCATION OF g SHALL BE AS SHOWN ON TYPICAL ELEVATION. () LOCKING TUBE54SNAL� ALWAYS BE USED TOP t DOT. AT CTS CENiERPR 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVE AS SHOWN ON MEET 0. T SEE UMTTA710NS FOR ®ON SHEET 2 No.44167 !LAMA 02M 7xim w' 1111MIND GOD[ (Wgh t Non RTd1 VNeely Nmrkww TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Zem °EM En M' FOLDING SHUTTER CORP. _ STATE OF Von ■IST 'i�1MU"1�'mO .wad ,. COMPANY „o, WAWM No POURED CONCRETE — OR CONCRETE SLDdl WALL RESUMED. axammS1Im 13) 0 d I /,0 a 3- S.S. SMS W/ Oxr LONG NYLON-/ OWNING W/ A 0.150' 1 LONG TOP SEIGTION 0.5w* O.D. AND 0.245' L. AND 02W LONG BOROY 1 SECTION 0 W- O.D. AND 0.245' i.d. (TYP.) ' V1 MIN. SEPAR47M TO CLASS (SEE SCHEDULE -- ON SHEET ,31 0.050' THICK SS. OPIDNAL RAN N00S ROLLER HOLENUD OtOM- MEE SHEET �� O IRON ri .0m a &-11 1S • ' O.C. r POURED ONCE OR CONCRETE I or WALL RDOUIRED t Big POUODR CONCRE.IE cO l O, MALL ,N- t •W �i /10+3- SS SYS W/ 1/2Y a1' IANO NYLDN 13USVD10S WINCIgI 3 Crm 50TIOL). AND 3/A- (SEE SHEET 13) IONC(TYD- TOP). DICEPT AT ROLLER HOUSING (IYP.) WALL FACE MOUNTING INSTALLATION SECTION 1 1/r I MN. 0 13) STAGGERED ANCHOR D T F INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. NOTE FOR COMA1IvnTiON eF SFCti•11 e• ED. - EDGE DISTANCE z IN MOUNTING SECTIONS IN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY 10 SUIT ANY INSTALLAnON. t SEE UMRAnONS FOR ® ON SHEEE 2 Pl: SElll DION-SR5K ,Z0 t or 2D00• SAURL 1 Pop/1 RNETS 1 13' O.C.T@j aA• MAR.) 1/e P mY SURDEX TAPCON W/ ADViV0.1;D 1 TECHNOLOGY OR 1 Ile • a r TEK IN • am 1 ffEW ORUS 1/If-2D ;r PRODUCTS 1 WASHER 04• D.C. A AEI 1 E1®RTR o a• oa 1 1 1 M01. SEPAPAT101 1 TO CLASS (SEE SLIEGULi 1 ON SHEET 13) 1 1/P . a I' TEX 1/A• • % 1 P. SCREW OR 1/40-2011- WW 1 S.s. Ys WITH MIT JL 1 WASHER O {• O.0 TEANOLOGY OR 1/4• • CTIO 1/4- RUCROPIJ 1 PRETE-FS 5p1 WW//T1 33/4' IQa 1 ( '` . . EMBEE NT O B' OA! u•eP GROUTED BLM OCR. re- 2 Lai C POURED NON STRUCTURAL WALL 3/1e• ALUM. PCP 0 lAr ac OWNS NON SIRUCEURAL WAIL TRD1 (OECORATNE sAL) or t t 4 DECORATIVE WALLTRI TRAPPEQ MOUNTING IN TALLe_TION SECTION 3 AWL A.S.D. DESIGN PRESSURE RATING +65.0. -90.0 pSF `III11111111111J/lJ/ ILMDA M1Jo4O CODE (Nth t Non Nth Vdoelh NurtkoH» 2Em No.44167 *2m Tuno W- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °R"'�"" * .FOLDING mmum-M," SHUTTER CORP. YP '/ROAMSTATE OF ANr a,>mW p, ,m, Im wRrtN 1oRlo w �l16 SATsR '^+n1vG P` G-000/T '� IIN.TkTR Eioo-w-.m �ulMn.�an 20-100 DRM1710 W. 1 1 111111111 I A IlLA:a U� 1t15h.P.E7 All r as® b ,a r ar a0I • mw 50T 13 1/4"0 - 3/4' TIXS SCREW OR 1/4• . 3/4' DOLTS W/ NUTS @ WASHER O a' D.C. POUND CONCRETE OR 'ODD THICK S.S. cowclE rE BLOCK WALL � HlttDSTNc I SEPARATION 1 CONN=pCA O (SEE SHEET 13) (0pN_SIRIICIIIRAL) I"(SmSEg ON SlREi 13) L41 SEPARATION s�I m GLASS (OWN rflt/44'3 LONG NY ON GUSW= ; ALTBRUIE 3/16' ALUM 3a SHEET 13) / Or ®t M.TEM •y2 (ry0. 70P) AND 1' LINO (Typ. Ml*,. Zlrl O S' D.C. POP WAR. TE 3/le' ALUL A 5 O 5' O.C. . AT ROL{FRREAFL motsm DW.) (: Nrtorr i 1 Hr � oessa pm) • I q I - a EEL EOLED 3/IV AUI1L POP RIVETS i R x ate• AWY. POP gVE15 • 10' O.0 60OH SIDES 7 ORM N OIHE7ITAROH 3/1e• ALUM. POP d • TO" O.0 BOIN SIDES /10 , 3' SS, SAIS W/ 0373' LONG NTTDN RIVETS O 16' O.C. BUST010 W/ A 0.150' 1 DA1131 LONG TOP SDCTION O.SOp' MX SEPARATION I 0.Y7rKDA 0' .. O.D. AND 0.245' Le. AND m CLASS O.ZON IONC BOTTOM (SEE SEET 13) SECTION OJ20' O.D., ON SHEET 1J) UL71MFAB SAS 1/4' 4 T FJL l..or E--RE% SIDE IHRL J/4• PLYWOOD $ $� O �U� 3 1/2' YM. RYRDOD A AND I 0,245' Ld. (TYC SIOE•) ®T ANCHIORS e• O.C. N ssx NNl RECUIRED •) ri t/4' T11PU BOLT W/ \} WASHER t NUF O 10. O.M 1/4' TIRU BOLT W/ $ EACH SIDE I POURED CONCHEIE OR WASHER O NUF O 5' D.C. R 1/1' / TAPCONS OR ALTEPAM 3/10• ALUM. I Or CONHAETE 11lOCK 1YALL REOIANED CRETE-ETEX ANCHORS a• CC. 2'aS11/6' 2•N' ORPOP TENETS AT REAR 6 5' O.C. ® t � CONF. X& � S%3' 1/6' eQeJ-T6 CONS. STANDARD REQUIRED ALw. ANGIE OR SENT PLATE.INSTA COUNTER —TOP SECTION 1110 INTINr INSTALLATION ALTERNATE COUNTER —TOP MOUNTING; •ayds��r���,1 W 5 Nax. ASD. DESIGN PRESSURE RAMNG- +66,D. -66.0 PSF INSTALLATION 'SECTION 6 Z I i, 6 G p R g NAX. A.S.D. DESIGN PRESSURE RATMGe +6S.0, -68.0 PSF i s/t6, AWN. POP mm • -v 1 O.C. BOSH SIDES TO ARISION. �(SEE ON SHEET 13) ALTERNATE LED or aj � cT � � I ��®f 3 OWEMIATION POURED C[ CONCRETE BLOCK WALL 3/4' 19M SCREW W/ 1/Y, 5WASHER OR 13/• W/ W I PEABED C.R 4L07S mm hWASHER O d d BUILD —OUT FACE MOUNTING INSTALLATION d SECTION 4 M SHEET a �• �• 1/4111 3/4' TQS SCREW DETAILS INTO CONCRETE POURED CONCRETE OR E � OR 1/4' a 3/4' BOLTS W/ NUTSINSTALLATIONS 5,W "AS'°H ° e• D.C. & CONCRETE BLOCK - 0 SCALE : N.T.S. NOTE FOR COMBINATION f71ORIQA MUM CODE (� !Nan WOh Val6ollr Ntlnfo6t16 ZHN16) •••• OF ECTHoty *' E.D. EDGE DISTANCE ` �� s OaO20 riTEM NC F 1- MOUNTING SECTIONS CAN BE COMBINIRI (SEE SPECInCATtONS ON SHEET 13) TRAN II FOLDING IMPACT PROTECTIVE SYSTEM ORAws BY. ;• N0. 44167 � IN ANY WAY TO SUR ANY INSTALLATION. _ r ! /� � ry�LE� * i '` EC C INC. FOUM SHOijER CORP. 7/10/20Ea t SEE LINrtATIONS FOR ®ON SHEET 2 %. STATE �OLTE / f �a 1lNW1G71UIO CpLHPANY t1Hq YAIOM YrtI10 ppJL BLyD �.� • FtoR{DP �'N�1�R44eH 1n10I M R[BT� t60o-s -av, 20-190 �. ' lC • • ' �•ti1 R pYMNO Mo 144107 P.E. d'� n11 \\�S HDRI U� F SHEET 8 OF 13 POURED CONCFMTE REOURED ROLLER HOIISNO IRD umm (2) NYLON I/10 • 3' SS SMS. M/ 0.373•LONG NYLON BL " N/ A 0.100- ILONG TOP SEL710N a000• O.D. AND 034r LE. AND 02W LONG ROROY SMIM 0.3W O.D. AND 0.24s• L1 d1P•) M0L SEPARATDI TO GLASS ISEE SCHEDULE ON SLET 13) I RAM (MON- 57RWW,P I ALTERNATE 3/16* ALUM. pop mm eraim AT REAP • MW. ED. OC1081p1Cp �. (SEE SKET t3) �. OPTDNAL RAM HOOD IRON-SIRUL7URAL) 10N3• S.S. SJLS. W/ 1/Yo u3/4' SONG NYLON BUS10NCs Illy. TOP) AND 1' LONG DYP BOIION). EXCEPT AT ROSIER IUUSMC I1TP.) 3/1r ALUU POP 10YET$ 0 1s• O.C. CONS, 0.151•m.2705�0.030• ULTRAFAB T1FA1tER SMPPWO FA SIDE (TYP.) t ?4 9 3/1rUM. ALPOP WETS • 1r OA am SOES YM. SEPARIJM TO GLASS USE sm*=E' ON SHEET 13) I 1/4• • ■ 1' TEX SCREW OR 1/w-20•.1• Ss MS m T & WASE NUR O 4. 0.a I ALTERNATE IEC I EDGE OF SUB IF— APPUUIBLE POURED U RFOUOtED 31 L \ .,9m;q INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. tataA 1T111,, NOTE FOR COMBINATION OF CFCIIONC E.D. r EDGE DISTANCE 1- MOUNTING SECNONS CMS BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) D, Q416% IN ANY WAY TO SUIT ANY INSTALLATION. t SEE LIMRATIONS FOR ®ON SHEET 2 7 STATE OF FcoatioA �.� 13) MCE or SLAB S APPUCABSE 1 MIN. SEPARATION Tn c7 (ON SSHM 74 13) II ) OPTIONAL RNN GUARD(NON-wRlJ=IRAL) rAUPW. ALTERNATE lr A". A �es• ocNEIt' tm • tr 0.C. am SIDES »�/ u • MIN. ED. ALTERNATE TRAPPED MOUNTING I;-3��3�L• ET�' FM)RIDA mum COD[ (Nth t Non Nth Woolly lfwftm• Za �0D °o TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AMTM WO Y.P FOLDING SNUM MCP. T"G/Un L E-T O c. ELO t tNWN®IWG GGMrAHY n. a. - - tw00t- a atw t®. ta. t pmlot-tat tEq YARHM WIIW�! ®�10 JA. tY0 "MAW- DATE timo2 M-000•)E• WELL A 1� �.hli �ii0 ORENMO Eb Jr. PE lOR'Ja Uc 441W .4rn r arr rt war stt�ttt. tm tty r+c'�'m xs PJ ATNC0N4a�Ast aoc 'tom3omr 0. r lIX =m t I/{t. ■ 7/P ttJt txxll Arne wo-To mawIDmnt: AOm' IAx. a0 a OOL 3/r tom T. uMnluaw►x mucoNcRm m OexmR7E AAA CK vva xmumn NAc"m tOn my ansmufl SPAYTUBE MOUNTING M_ AWN /—M GD aICon, — ..71S?A /a• . 3/0 lix sm a, B!K Pa WKMLU lymy • ,/3' to 3FMI TUY .r (6tZ t%OADutD Ot a cui • . sr 3ta•.tp• (O�r ■ 3/r Ipm Rt[0 IOmM Aoar^n wr Axm>E Ar Oc iaonuo/ a. l� txxmnq SPAY 1R114 Y cmm IMMI I Anti. $may 7 t s[E uMRAix)tS FOR ® ON SHM 4 TM. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) >!c SIZE MAXIMUM PRODUCT SPAN ALLO gSPANE 7118E TOP OR BOTTOM TUBE REQ'D ANGLE LENGTH EA. END 70P OR BOTTOM TUBE NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE 2'x4'xl/B' 60' 106.0' 13 6 96' B5,0• 17 10 69.0' 138 117.0' 17 10 2'x4x1/4' r 110.0' 21 12 91.0' 21 12 2'x5'xl/8' 109.0' 17 10 100.0' 21 12 144' 81.0' 17 10 80' 124.0' 21 12 2'x6'xt/8' 96' 114.0' 21 12 144' 93.0' 21 1 12 SHUTTERS MDCHT ABOVE •A: BElA1Y DOTS •NOT LXC�EG�TNS�W1x, �IOINT SPAN SHOWN ON TABLE t_ TABLE 2: MAX SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ'0 ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'x4'xl/8' 96' 60.0' 17 75 144' 48.0' 13 12 BO' 87.0' 21 15 2'x4'x1/4' 96' 79.0' 21 18 144' 65.0' 21 18 80' 77.0' 17 15 2'x5'xl/8' 96' 70.0' 21 18 144' 57.0' 17 15 80' 88.0' 21 18 2'x6'xl/8' 86' 81.0' 21 18 144' 66.0' 21 18 d INSTALLATIONS -DETAILS WZ SPAN JUBE INTO POURED CONCRETE D ItY.I nm[ 1FR txxmx¢ OR GROUTED ONCRETE BLOCK WALL SMVM* N.T.S. I MA1L AS.O. DESIGN PRI3SuK RATNO . t720 PSF L.- r 3U• r ra'A .' lslc eow� RAROA MLDDNO CODE (� tt Nen NfOh YNDolly �, ,....... i �%S�Q ' �CENs.:'• 9y�, tMlrlhmtA 2phf) ono nlca Ale TITAN If FOLDING IMPACT PROTECTIVE SYSTEM 0.44167 IL EC O tttc. FOLDING SUM CORP. ItP '/'VAR ° �t STATE OF '�hO"oorP-I�n OIOINLWq COMPANY 'AAA MMON UMIM Km AL ALYO P P,-1mI"' �rw ixm ysl°Y0� 70-190 "WNW'vwwftwm WN.tt1t ORAWOM N. Pt ' '� A UUT Jr. P.E Halms\ Lk-/ II1UY ``�� ... .. A OF 13 97RI1STRU J '�(3PEZ SIRLT 1 CME / /le POP SAE\ 011 7//1J/{• ,as • ,r oc. \ \3 IIr � i /lr PCP 1 OR 1/41,3 Ilna • 1r oc \ 3 �f BUILD —OUT END CONDITION r POP Rwm al ' O.C. . 3/P . • for.) _ Or t or WALL FACE END CONDITION _ EXTERIOR a�i • 3r C.C. • _ u_,ro w HORIZONTAL SECTION 20 mt IQIa my. smmm scmw Y sum 7jt MAY WW AT UOT !AT AT 7NVPM NOINUA71010 t = UMRAMIS FM ©ON INRET 2 -ogla iaosu/a ena� j NOTE 1 ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE Top AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE 4Q OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LACKING TUBE ®• A SOLID *xO.370 AND IT SSHALL BE FULLBE Y INSERTED INTO THE ALUMINUM LOCKING TUBEALLED- THE TOP 1.100- OF THE TIP SHALL R AND SECURED INTO IT WITH A 0.120' O.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'xO.475'z0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LACKING TUBE A 2—PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, A 0.366NO.MBNO.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 THERMDPLAsnc COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8 o HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) t>as1r� Io3 affl& scelnll MXAXA.YM1CIE (3)8030'oA0_ Pi. apse' cma (w ) f 3/,6' PCP Ia1Sls a 1/4' a 3/{' iC0 • Ilr OL fllsmG STRuchm AMd• 1M_p.G 191 O oomm SHOWN A /msaa SFRUCUM END LOCK ANG F CClR1 mm • or o.G µ111111111N1//// MDAQOIIfAI �1 "I" MUM CM (MOh ! Non Nph VNooft Nunlmn Tom ��CENSF ' •, �' O7029 Rio No.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Aio1N R' lo. 44167 "P * IL E C O FNt, FU NG SOB CORP. 7/lam° STATE OF Ta"N0 a ammmmo �p+un .3'b ",m ou °`-wal. fen rums loon No A avo wsrnmooWM FL P ;• -xat,-m13'{°' -' 20-11Yo rA-MM19 eoArelo N. 7A- naa • or a lie (a) / 1/4' .. 3/4' Tom oR ary• PO► �1/ ,�t`/1 ■ , , anLTa Po,,;- C ro l,eE eo�t011 OR ro � .4ME u AMME 5AR CORNER POST � ��� .if�i]/{���f�pp��/y�� L OF C.ONCUTE MR AT TOP AND Ommu RAus) END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE) A A r . r . pump=,Ffm (al a/,e Poa its AMQE Im vAr wee•, Aaur nt011 CAS OlOO,w a,RWRa,e r■.Mn,�r . 2 .,,, asc,c„ �, 9eLr e • w s/,e• 1� ,,s AM F12O of a�a- EXERI )I ELEVATION Alm SIMILAR AT HEAD PLAN VIEW A_A AND SRL AM U SIDES OF PRODUCT OPTIONAL SIDE ANGI G (wa accm 4, sEzr e) PW= awr ec nAr OR L ao ;:47NT POP mvm OR a i ■ r- me t/r rL a y�, • �\G • • •S�c ''• . � Oro TYRO ae;, 00N ()Qph t Nan Nqh Ohl N,srbana Tan TITAN If FOLDING IMPACT PROTECTIVE SYSTEM ,N - an No. 44167 * *_ IL E.0 O luc. FOLDING SHUM CORP. 7/10/MW STATE OF actrtao • o amma„a Ca11rANr ,w Mir luea, umn Km ML On >e L >q del R ant. M� RYlY y�0,(.•., FCORIOQ' : �-,anur s ,m,,aa�-+o, rl. uoa-. ur,�` � 1YO u-0oouo PL gi 1. ••a �` ROIIG~L. 44167 � ■Rr w •�. a. s,s b . • a1QT N a 13 Qass'� (TTP.) 11 Z'.{' COW. waoD MFADQI RFO'D. i f ID0373' LONG NTM -� GMAT BOAfND w/ A 0.1a0' LOND TOP ML:TIDN O W 1 0.Q AND 0240' Lt. AND 1 DMX UM aOKpM i SECTION 0320' OD. AND 0.245'Ed. 1 1 �1 LUC MSAPA71DN j� (SEE E r ON segT ta) 2'.V CONT. vAm KM RM !:�S.1_ oPr10NAt RAW NooD (NON-srRt+crt�t+W iMCK SS /i0d' SS. SAIS. w/ 1/2•A 4/4' HDusalc IDND NNJ1N BusbHs OYP TOP) AND 1' LOIIO (TYR BO7f0Y). k7(C4PT ^� AT RIXLFR HOUSIND (rTPJ AUAL POP O Ta' O.C. STRI M P or SIDE CM.) ® T Y� I WADER ® OT zi T \--KALL rmm WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD n T SEE UMRATIONS FOR ON SHEET TIC 2 , '�. NOTES; y�Q . vt,' ENS'F ' .•. �� 0200 7RTmo NC. 1- FOR wDOD FRAME CONSTRUCTION: WOOD MEMBERS TO NO7E. FOR COAJ&NATION OF ec T1DNa _ D, 44�67 BE * HAVE A MIN. SPECIFIC DENSITY OF 0.45 OR EQUAL 1- MOUNKNC BECKONS CAN TK COMBINET) _ �IEC O1f,p. STATE OFwrr %�O"• LOR�OP �' ' f •' 6 ..� eA-aaoF�u PP wALiFR A.1tLQ .F._ RI ALUK POP O 1a' O.C. FLORGA TRNLDINO CODE (fth-t Nan Nlah VWnnr Mwr ma Zom TITAN H FOLDING IMPACT PROTECTIVE SYSTEM DRAW on UP FOLDING SWUW CORP. 7"D/2'0 ANY w wx Umn ..R. In un SUN 20-1Y0 OPAfWO b -- . o • - !flat 10 or u 1/4'0 ■ 3/4' MG SCHRW OR 1/4' 0 3/4' BOLTS W/ NUB t wMM 0 r O.C. LOCAl10N COM. J I mum •) O1 �MWM WFATER ' SIRIPPOD EA SIDE I V NN. SEPAW11pN TO GLASS �(SHI SCHEDULE ON SHEET 13) ALTOMATE is' AUDI pop IALTERNALOG LEE AT � r O.C. W000 r 1 I i i 1 ii RPUTS 1 EO'D. Munr- - I J; c ROUTER HIOUSNG 7H6CN S.S, ROLLE t SEE LIMITATIONS FOR ® ON SHEET 2 ED. =y-�=I o 1i47E_FOR CdJ6w4noN ec �srnnuc; /tar SA SAM W/ 1/210 ,3/4. 1- MOUNTING SECIWNS GW gE COMBINED LONG WdAN BUST M (T9P MP) IN ANY WAY TO SUIT ANY INSUUA71pN. AND 1• IDNO (TjP. E;r, AT TLOLIEA HOLAM (iVPJ 1- FOR WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 3/16' ALLY. POP R1VETa. /10 a y' S.S. sN.S. W/ 0.373' LONG NTION 41 11Y O.C. BUSHING W/ A 0.1s0' LONO 70P SEY.7DN 0" O.O. AID 0245• Ld. AND 0.2W UCH O BORON SECIDN aJW OD. AND 0245' Ld. VIP-) . SEPARAION 1MM GLASS (SEE SQmuE ®t l � ON 8E7:T 1� .�. fir ALUL POP RNE1S 10' O.C. EDTH 90ES g 4 LJi �•En J CJ OWOD PLATE 1/4Y N y/4. 7FNE SCREWREo'D. W/ S/a' WASHER OR 3/4• BOOS W/ NUTS A WA {`'1 I I ^ a/0• SHER W 4' O.C. CONNOCIIIIIN as `= IwL T7H6N BUILD OUT FACE MOUNTIN • INSTALLAI BUILD — SECTION AN W •ALTERNATE LEG LOCATION AND ANCHORAGE To WALL SHOWN DOTTED .INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. L 1/4.0 a 3/4• TD6 STREW OR 1 4' y/4' M.11 .C./ !MS S • rA51E4 antclnl a FINISH 1 C NIL SPARATDNTO I (SEE S ®iE ONor SHEET 13) t I i � 1 oPTIO1M1 i Ow (NON-SRMCIURAL) ALTERMTE 3/1Sr MJN 7f r , ` 4 ALUM. POP RNE1S O.C. am SIDES UPF11P11A INWA I611ELN TRAPPED MOUNTIN INSTA e M �,►,,,, .SECTION 7W TIL(/lli�ya FUMA 0MBU T COOL (Nph,t Nan fth Vdaft NHr11WWnW r M 492020 mTRo INC. TRAM II FOLDING IMPACT PROTECTIVE SYSTEM OlUm WTI s ND.4067 * s IL ECOI)INo. FOLDING SHUM CORP. '"ate° STATE OF GLTE �AL. �W: E IODILE INO GOYPANT ISO WE wIWIW no R ab f 0 AWL Lor R ,��O,c . lOR1 ply ����• r �aa r 20-100 OIAWmO 0 PE - 1`1\ WWER A TELf Jr. P.E. A{R r or 0R Wr. r orrPr 0n 111 11111111 E1010DA LL0. 44107 o nrr MIT I Of 13 a ED SL APP (NO FLOOR MOUNTING INSTALLATION SECTION 7AW (OTTOM) (3) e/1e/'�'0 LAO SAX 2, PEWETRATptI AT YaW�M (2') OF RAT'IER/IRUSSSFS OR I10 4 3• SS. S1L4 W/ I d Oi L M'LDN MOM W/ A 0.130' LONG TOP SE7.'ODN ODOD• O.D. AND 024V Ld. AND 0.1e 0.223' L8N0 BOTTOM 1Dta SEPARATION SECWON 0-w O.D. AND U�UMR TO G1A4 0.24e• Ld, ese� ScHmm,: sm •) ,. ON SHM 12) SLOE UKv iD�SEE M (ON SND:r 13) NAL GUARD IRAL) (NEON-SIRI CI A�TE�u�iE s/1e• e►uY POP Rrdem . D' O.C. AT RIENL y$, a� ✓i r2 7/Te' ALm POP RUM SIM • 10' O.C. BOIN sm EDGE a' STAB s APPUDIHE — 2-W YOL WOOD DEDK 19O7Nt0T7 (NO FIIL9a ALLCIEED) cNeE Rat to F 2• YN. EA LE Y UK ED. T SEE IUMITATIONS FOR ® ON SHEET 2 ALT TRACK ADAPTER MOUNTINGINSTA ATLnN TRACK nI NOW FOR COMNINATIn�BECOMLUNMW -SECTION 78(BO_ TTOM) 1- MOUNTING SECRON IN ANY WAY 70 SUIT ANY INSTALLATION. rke CONT. RATE REWD,CLASS N� Mai IaI Jt TD olio 1 ON SHIM, 131 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS To SE HAVE A MIN. SPECIFIC DENSITY OF 0.4E OR EMK 2- SEE DNS 9 W FOR MAX. A.S.O. DESIGN & SPANS W 8� 0aMo 2X WOOD USSES OR RAFTER AT 24' O.C. 2"s4' MN. WOW — MAX. SKIDS • Ir O.C. (2) 1/4'0 TAPCON OR 1/41 m4c"m an 0 EDGE (ff APRBA�J7 NDS LAO �YI NS AT a11DIN OF E 2 1/Y 1Ot TFeiFiwm PDelRAnON .1/4• MAX. PLYWOOD. EXISTING SOFTIE .��—OICa]• SS. SJ a W/ I/YO 4/4• Lap NYLON BlU98EGS (TTP• TOP) AND 1• LONG M)WT e07701Q, MCT AT Itou" NOt15N0 INSTALLATIONS DETAILS 1. or t INTGO WOOD _,,,1111M;NI� HEADER TO TRUSS MOUNTING INSTALLATION SECTION BW (MP). MAX. A.S.D. DESIGN PRESSURE RATING +S0.0, -60.0 PSF '�,�ceivsF� hl�-44167 1>* STATE OF • rAUL pNSN t . 4• ■ t/e• � eDe�-Te cart. aumum TUBE 1/4•o 4 3/4' TEK CEO. SCREW OR 1/40-20 K 3/4- SS. BOLTS W/ NUR ! 0 4 7/4' TIX WASM 0 0.0. N0 a-= FLOM f9LOW COK (IfOA IIINm MITT Vdo* HwI mm ZD, n�00 TITAN II FOLDING IMPACT PRoTECTIvE SYSTEM muTllt tm rr FOLNING SHUTTER CORP. 7/10/Un L E C O INC. taa YYIIN Una Kao'I awo WLfI 1aDoiaorE7e101 DALE rANY ► at 97.6 a4m0.INS,a a,at 20-190 WILTDE w-0°°DE,eM. r.E. IIDIOM Ila� MteT ... ems, � � � � nuwKo N. o.rna _ " ■ _ SHM 12 O M I MAXIMUM AHD SLATS �]a WIND PRss¢URE CORRESPONDING SPANc csmu wnaw am Ova A in AnrlLunu e MAX A LOW" � D.N , � -1 : moo, r�rPE 30 pal 144.0 144 180 Ib fl 35 paf 60.0' 100.0 60 100 BB Ib k 146 Ib Cl 144' 144 - . "210.Ib ft.' ; 40 paf 60.0 100.0- 60 100 100 Ib It 167 Ib ft C2 144 144 240 Ib ft 60.0 60.0 115 Ib It 46 pst 60.0 ' 60.0 154 lb k C3 97.0 97A 167 Ib ft 115.0 115.01 221 Ib k 144 144' 276 lb fl C4 50 pal 55 pal 80.0' 60.0 130 lb ft kC76 1.0-L10.0'60 pal 1000' 1000"115.0' 115.0' 288 Ib ft 70 pof 75 pof L+: ) UMM AVOWABLE PRODUCT SPAN FUR A GM POSRNE A.SD DESIGN PRESSIRE RATING. L-: MAX ALLOWABLE PRODUCT SPAN FOR A GNEN NEGATNE A -ID. DESCH PRESSURE RATING. FQAL 15 EQUAL TO THE DETER ALLOWABLE PRODUff PROµD= SPAN BETWEEN 1+• AND t -. CWHEMON CAPACITY SCHED c (MAX. ALLOWABLE REACTION TOP A BOTTOM COIINECTION SPA ITY M_Hs0 ,=1 1� FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE SCHEDULE (MAX- ALLOWABLE REACTION TOP do BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK CONCRETE FOR SHORTER ED. (2- FOR A, 2 1/2' FOR B & 2 1/4' FOR C ANCHORS) ANCHOR CONCRETE BLOCK STEEL Wppp THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE SPACING ANCHOR TYPE ANCHOR TYPE ""TYPER ANCHOR CONNECTION 1�E ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK �A'3'LV B C A 9 - 388 LB/FT 157 LB/F7 C 134 LB Fr E. 256 LB A C F 397 LB/Ff A 8 ANCHOR TYPE 6 12 473 LB FT 38 LB/Fr - - 418 LB 236 LB FT LB 432 LB/FTCl 9 417 lB FT - p 38B A C 734 9 5 45 LB - 382 LB 1 8 250 LB FT FT mLB FT 380 LB FI 8' 12 481 LB FT 375 LB FT _ - 418 LB 334 LB/Fi' _- - 202 LB/FT 9 525 LB FT 390 LB/FT - - 419 LB FT' 312'LB MLB29a 353 LB FT 443 Lim CZ 9 417 LEI/Fr - 352 LB/FT - 142 LB/FT 190 LB/FT 6 498 LB/FT - 3og LB 375 LB/FT i37 LB/Fi 236 LEI/Fr 257•LB 329 LB/ 6 502 LEI - 419 LB/FT 285 LB 3 813 L8 - 572 LB Fi 326 LB FT 98 lB/FT 18 LB 405 LB 831 LB FT C3 9 6 372 U9/FT 469 LB/FT - 309 LB/FT _ 134 LB/FT 488'l8/FT - 370 LB Fi 157 LB/FT 58 LB/FT 393 IB/FT 3 760 LB FT - - 375 LB/FT S72 LB - 2029 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB - 372 LB/FT 304 304 LB IFT 9 - � '. ' - - 882 LB FT 224 LB/FT 389 LB FT 81 LB FT 364 LB 500 LB 753 LB FT C4 6 561 LB/FT - 448 LB/FT - 202 LB LaFT 6 /� L8 LB/FT 83 LB/FT' 125 LB/FT 143 LB/FT 214 LB/FT 10.3 LB FT 3 9 912 LEI/Fr 226 - 882 LB/FT. - 364 LB _ Q334 122 155 LB/FT LB/FT - 224 LB FT - 83 L8 FT 487 Ul/FT 323 LB 3 822 LB/FT 1975 LB 648 LB FT 4 3 288 lB 358 LB/Ff 30/ LB FT 402 LB 183 LB/Ff 244 LB/Fr- - 2 12 491 LB/FT 596 LB/F7 409 LB/FT _ - 8 736 LB/Fi 894 LB/FT. 814 LB/FT _ 6 982'LB/Fr 1194 LB 819 LB Fi MIN, SEPARAMON TO CLASS SeNr pUl L: SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE 0 ZONE 1 Z 3 ZONE' 4 5'-10' AS LESS 2 1/2- 1' 2 5/8- TO B'�3' 2 5/8- ♦ 1' 2 3/4'♦ TO 12'-0' 3 1/2- 1' 3 5/8' 0 AS DEFINED BY ASTM E-1996 STANDARD. ♦ EXCEPT THAT 3 5/8- SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3. 4. 4A k 7A. LB/FT.432 LB 311 LB FT C5 6 339 LB/FT ' - 334 LB/FT - 125 LB/FT 138 LB/ 3 61 LB- 250 LB - LIl/FTM207153 1B/FT 251 LB/FT 215 LB/FT LB C6 6 332 LB/FT 378 LB/FT 323 LB/FT LB/Fr 3 3 LB/FT 7S6 LB 848LB/FT 2D4LEI C7 4 232 LB/FIT LB FT 183 LB/FT LB Fi 3 310 315 LB 26740 4 - LB 1 2 388LB FT 460 LB/FT 409 LB FT - F F 814 - 3308 LLBF 6 777 B T 21B / -L ANCHORS SCHFnUIF gSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CONC. C.BLGCK WOOD STEEL CONC. C.BLOC WOOD STEEL 1/4'e TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50' : R N A / 4.00' 4.00' N/A N/A B 1/4. 0 x 3/4' SOLID SET 3.50- 3.50- N/A N/A 3.00- 3.00- N/A N/A C 1/4' 0 CRETE-FLEX 3.00- 3.00' 0 N/A 3.00' 3.00' N/A N/A E 1/4' 1 RW-BUILDER TEK SCR N/A N/A N/A 1.00' N/A N/A N/A 2.00- E 014 NOSOSCREWS OR 14' NOS LAOSCREWS N/A N/A 9 N/A: N/A N/A 2.00' N/A .TUUOngy� FiL0180A MEOW LD00[ (Nlph t Hen Nylh YeleglT Nurrkme Zau) ���``Q��� �Td ' '. 6l0Q0 n�eD TRAM II FOLDING IMPACT PROTECTIVE SYSTEM ��; �CENLT, —fQo. 44167 SIILIECI 11Tte. FOl m SHUTTER CORP. 7/1 / - * OF � � G COW Q• =�" �41 1 RmA mums M DAL rw WIMIL asT'DAD` DATE e`• STATE • PA:I .°,m GA�fmm a sem . �� IMLTEII A Jr. RE �. uooiai- DADA ®n• a o 20-190 WATPLo DA � .••�•f1 ,� fleRpl Ue�Mle7 a�� �.�