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HomeMy WebLinkAboutBuilding Permit Application o ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: 3327-707-0031-000-9 iE -- Building Permit Application Planning and Development Services - Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 i Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential (PERMIT APPLICATION FOR: Shutter PROPOSED. IMPROVEMENT LOCATION: Address: 8100 Alister PI Legal Description: Pod 26 At The Reserve Phase 1 Cypress Point , I 3327-707-0031-000-9 27 (Property Tax ID#: Lot No. Site Plan Name: Charles&Susan Alby Block No. Project Name: ALBY Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK': _ OSTi4)( L ftCGa,_i ; 0,-) S u 17�r2S CONSTRUCTION-INFORMATION: Additional work to be nertormed under this permit—check all appy: IJHVAC, Gas Tank ❑Gas Piping Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers Generator Roof . Roof pitch Total Sq. Ft of Construction: S . Ft.of First Floor: - Cost of Construction:$ f'9CSy Utilities: _Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Charles&Susan Alby Name: Edward J.Heritage Address:8100 Alister PI Company: Folding Shutter-Corp Port$t Lucie; ,;? `' FL `�''}'' ,i ,° -708'6 H City: .. :c. State:_ `',Aodress erristreet PI ;�.�.�'. I \i� }. 1'' - Zip Code 34986 U �t , Fax: �,c�ICity:i West Falm YBeach �: State:FL Phone,No 772-418 80581 ;< ' rZip.Co'de:'33413'.';r;�}. :,�` Fax: 561-640-8204 E-Mail: }Phone No.l'561-683 4811 Fill in fee simple Title Holder on next page(if different E-Mail: info@foldingshutters.com from the Owner listed above) State or County License: SCC131151041 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work. in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s Signature o Owner/Le Agent for Owner Signature of Contr cep er STATE OF COUNTY OFORIDA w A& Ac- COUNTY OF STATE OF FLORIDA The fo oing instrument was acknowledged before me The forgoing instrument was acknowledged before me this'day of ,i41vc-� 20 IS—by this_3 day of YKa'�'� 20 (? by Edward J.Heritage Edward J.Heritage (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known xxx OR Produced Identification Personally Known xxx OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. Flr(SD 44� (Seal) Commission No. r—1'{So 74'7 (Seal) ZNRy PAMELA A.EVANS ot�,g PAMELA A.EVAN !NOTARY PUB 11C NOTARY PUBLIC W. .wll STATEOF FLORIDA o -'STATE OF FLORIDA Revised 07/15/2014W ?Comm#1717150967 oComm#FF150967 ��aCE le�� Expires 0/11 i2nl 8 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 5 ,rwNc Xz (J)ROWS OF ,rNIx.TXTA6Axa icapy¢m° 1/4.'P HOLES Tome eP O FA.SPACED Q IN B',TH z-CLIP EACH SIDE TABLE 1: SOURCES FOR & 1 ODO DIRECTIONS. I J/a OF WINDOW(SEE TABLE 1) OPROAS k SLAYS 0 0 0 SLATS O4LXJ tto TYPICAL PROPERTIES $'TANMRD 84 SIB/C MVA /pTTYE KNUCKLE O D'0 KNUCKLE REFERENCE U47MAL/SCIENCE PLASM N(1YP) OO 0 0 �)20 LLCAt4KROLON Jl LEYAN 197 RESIN O P.kD610AL• DOD HEWING SPECIFIC GRAVITY ASM 0792 0.043 Ib/In' 0.043 lb/',n' .0 00 0 m I WINDOW A MECIMICAI MrAuerA3v TENSILE YIELD STRENGTH ASM D638 9,400 p.s.i. 9.500 P.a.I. aF sAr FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.a.i. 17,400 P.0.Ln �;L FLEXURAL MODULUS ASM 0790 340.000 pal 345.000 p.a.L 2 2 p L ryu.)tua SNAP-IN END .fig]; t; 1.000" G2 ^ CLIP TOP/BOTTOM NOF WINDOW OTCHED 12OD ASD256 18 FT-1b/In 17 R-Ib/Ip e0 MAX �3 (SEE TABLE 2) .FIRE BURNING CHARACTERISES, h3 hz SMOKE DENSITY ASM 02843 47.2 R 64S 7 MAX D$,: RATE OF BURNING ASM DS35 C-1 CUSS C-1 CRSS 5 1A SELF IGNITION ASM 01929 1040'F 980'r L�i y SLAT WINDOW SLAT WINDOW 0,060"IH/CK wFATNERINp; ASM G155 G S POLYCARBONATE.WEWNC TENSILE STRENGTH AFTER WEATHERING ASM D638 9302 p.a.L 6840 P.0. WINDOW(SEE TABLE I) y TENSILE'STRESS BEFORE WEATHERING ASM 0538 8461i I 2 2 N07E9 P•e.. 8880 p.a.. 1.000" .6 -MAX.(2)WINDOWS MAY BE IN ONE SLAT SPACED y m MA.Y. s A MINIMUM OF 24'APART, WITH 12'MIN..FROM N N ENDS OF SLAT TOP&BOTTOM. T SLAT MUST NEVER E NORATINSTALLED CORNERS O TABLE 2: SOURCES FOR r> PaRnav TO ENTFRPIECFS®ORd,NOR'A7 CORNERS OF PRODUCT. StANIIl4D MASTER TOOL COMPANY 0°o°o ��—� ® SLAT WINDOW DETAIL TYPICAL PROPERTIES REFERENCE BLACKAITZON gs 00O (ELEVAT70N) PFIYSttMAI: SLATS �• 060 SLATS 20 -SPECIFIC GRAVITY ASM D792 0.042 Ib/m' KNUCKL O O KNOCK VIEWING N (1—) O 0 (Type WINDOW B TENSILE STRENGTH ASM D638 11,500 P•aJ. 000 (J).ROWS OF N4Y'J oIo o p.psp• ansa• FLEXURAL STRENGTH AT YIELD ASM D790 .13.000 p.aJ. FLEXURAL MODULUS ASM D790 450,000 O 0 1/4'P HOLES aoso• Psi 719 O FA.SPACED yy 11EPagL' J/B, tr MIN.4FAAAN°E APART ii.o,A 0000 NOTCHED IZoo ASM D256 0.8 FI-Ib/i, ,rMIN.CIPlJU1.CE TO6uT 00TIRM IN BOTH io auT801TOM of 7NFTtµA1 PpOPER1IE. Ia]G9 DIRECTIONS. eoce R.ue• ' atJo` COEFFlOIENT OF THERMAL EXPANSION ASM 4896 3.5 x 10 In/in=F v- @ Z—CLIP 22 SNAP—IN END CLQ MELTINCBITEMPERATURE ASM D3418 SOD?F -gTO BE USED AS ANOP17ON FOR ALL INSTALLA77ONS SLAT WINDOW ELEVATION. UNDER LARGE MISSILE.MAY INCLUDE PERFORATIONS AS PER THIS DETAIL TYPICAL 1A- SLAT WINDOW DETAILS -MAX. (2)WMDOW$MAY BE IN ONE SLAT SPACED -� MIN.24-APART ima.EVERY 1D sLATs). Wf (LUT VIEWING WINDOW & 21 . 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE 1 . !1 ��^�• r (I)SLAT WINDOW ELEVATION ,T1`� :...,••...... �� `=�• (LARGE MISSILE IMPACT) 1441 �`C ENS ' % ^ FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) T ` • ®2017 TILTECO.INC. D- 0.44167 �y rS TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ILL 7T' r FOLDING SHUTTER CORP. °TA°/" 1� ECOelm DATE s-��,r-`Y Ae :•`IW I1'' TI—TESTING.k ENGINEERING COMPANY, 70BB HEµ114CK FLPLACE 3N T: V fi3a5 NW.'J6N.SL,ak]W�RaIM a.VmaS,R Shea WEST PALM BFAC11•6 J341J -wf�+ r, onwn:(aaa)m,.,a7o (aea 7,-,mt PXt 1800-643-837.1 17-082 w.ar.foldin9eheaem.eam DRAaNG Ne 4 ,r" EB-0006719TILUr _ P.E-54AL/SNAAi11RE/DAIE WFLOORIDA Lla A 41167P.E orAeA7 Wn vR SNE.2T J OF 13 -t ®+ 13 In n 2 Of 3 W/ �3 ,16 , 17 OR 19 4oR5 �PR® (2) n t"i w x n Z USE(2) AT 30" 15• o ♦ NOTES ON & LOCKING TUBES AT No C. FOR;SPANS "t 20 11 x I,i UP TO 99" 0 1. TWO(2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED E p AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) 5 FOR LARGER w USE (3)®AT 3D"O.C. SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE = o FOR SPANS LARGER CC 1Vit "� THAN 99'UP TO 144" INSTALLED INTERIOR o @ SHALL SCREWED.TO TAPPED TYPICAL EIECES 4QOR�. LOCATION OF©SHALL BE A$SHOWN ON TYPICAL ELEVATION: w y A a 2. (2) LOCKING TUBES SHAI�ALWAYS BE USED TOP& BOTTOM AT N rn .•1 PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES * OR 1 8 �2 @ SHALL 13E SECURED W IEVER3 AS SHOWN ON SHEET 9. ' P"A ul t 1 SEE LIMITATIONS FOR®ON SHEET 2 `Tr ` 1 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT. FOR 6 , I(D,.0+ 1 3 , 0+ 1 6 ,®+ CONCRETE. CONCRETE BLOCK OR �:-/ W000 INSTALLATIONS. O O O O ' O O 9 + 10 9 + 10 + 13, 9 + 11 UNLIMITED WI T'' TYPICAL ELEVATION N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. 4F e' aaeoaee%%, SEE SECTIONS 4 THRU 6 ON SHEET 6. ]t SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 9W & 2W ON SHEET 10. 1t\\Q� •• �1;�`'' SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. A45 v� •'•�{iEllf••' ��+, SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. a �' S' �' FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) ®201]TILTECO INC. No,44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY, FOLDING.SHUTTER CORP, DATE Q•.^ita TIWT TESTING d'ENO CONPANY 7089 HET131REET PLACE ., ? •T4,. a]HLUT ES N n.'EN M4 C4RWR.R.]N6e WEST PALM BEACH.R 33413 17-082 s \�I, Pe,,,MA-011Z.. .P�]Tt-tut PNt 1800-643-63)1 e�•E` t -_a®ti0006Oe6el.eem vitw.7elSn6ehuNen.eem DRAWNS Ne Y'-r'' WALTER A.TRN Jr.P.E. otm nv sn1 P:e:�SFd{� RE/DATE FLORIDA Ue.'J 44167 mte-eu m/xe/n m SHEET 4 or 13 POURED CONCRETE OR CONCRETE BLOCK , WALL REQUIRED. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE DUSNNG NON STRUCTURAL WALL CMLNECIION C. 0.060'THICK S.S. - (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIVE HEAD) (SEE SHEET 13). ROLLER HOUSING '(RON-STRUCTURAL) •) 6 1.000'3 2.500'MIN. ) - / - '- - -MM. E.O. (2)NYLON ��� COR�R�(C2 II �OPnONAL • �� �/i ROLLERS ,�aI �� / RAIN HOOD I.—.(TYP.) (SEE SHEET 13) (NON-STRUCTURAL) I � I /10.3'S.S.S.M.S.W/' ci 0.373'LONG NYLON W J 16' I 13 J/16•ALUM. / ALUM.POP RIVETS, _ BUSHING W/A 0.150' SER. POP RIVETS, •z LONG TOP SECTION 0.500- Z % O 18 O.C. I (2'.4'MAX.) a.lw.oa7D m IB•O.C. // O.D.AND 0.245'i.d.AND .0.030' 1/4'o RW BU0.0IX �1 0.22J'LONG BOTTOM ULTRAFAR TAPCON W/ADVANCED I SECTION O.J20'O.D.AND WEATHER I MIK SEPARATION THREADFORM TECHNOLOGY 0.245'Ld. 57RIPPINO FA POURED CONCRETE TO GLASS OR 1/4'0 0.00 OYPJ 510E(1wJ ) Of q OR CONCRETE BLOCK (S,EE SCHEDULE 7 of CONS,RUCIION PROWCTS I 1/4-P z I•TEK W WALL REQUIRED. ON-SHEET 13) �d CRETE-FLEX W/1 3/4' SCREW OR I/40-20'zl' J/l6'ALUM. ®1 8i`•• MIN.EMBEDMENT O 6'0.C, I B.S.MS WITH NUT k POP RIVETS, ®t wy I WASHER O 4'O.C. of POURED CONCRETE I I ®t I OR CONCRETE BLOCK MIN.SEPARATION WALL REQUIRED. I 7 Cf I1_ TO GUSS 1 Of (SEE SCHEDULE T W ON SHEET 1J) F •Z MEN.SETO �TION POURED CONCRETE $ t'• —(SEE SCHEDULE OR CONCRETE BLOCK 4 4REQUIRED. 7 CONNECTION C2 % I ) / Of ON SHEEP 73 a (SEE SHEET 13) r 1/4'A z 1•TEN SCREW OR I/b-20'.1'6S.MS WRH NUC k WASHER m 4'O.C. #10.3's S.S.M.S.W/1/2'd—\ 1/4•d rrw BuILDExTAPCON w/Awu+cEo1'LANG NYLON BUSRINGS THRFADFOFAI TECHNOLOGY LON BOTTOM),AND EXCEPT WALL FACE MOUNTING INSTALLATION CONsmuan IN PRD U TS (SEE SHEET 13) ROLLER HOUSNG(TY.) AT SECTION 2 CRETE-FLEX W/1 3%4' I (2"x4" N.EMBEDMENT m 6'O.C. I MAX.) WALL FACE MOUNTING INSTALLATION SAN ANaGH SECTION 1 1/� SPACING GROUTED BLOCK REQUIRED—/ 1.000, 2.500 MIN. = (MIN.f' 2 kCONCRs!GROUD'OR POURED ETE MIN. E.O. STRUCTURAL WAu;RIM(DECORATIVE SILL) O 6 ANCHOR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR & A„ApA�...,,,,s MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE °° aP�Ea.A. t/���T MAIL A.S.D. DESIGN PSECR TONRESSUG - +65.0, -90.0 PSF & CONCRETE BLOCK °ENS `� LFLORIDA BUILDING CODE (High Non High Velocity Hurricane Zone) SCALE: N.T.S. ® 017 eo TNG.. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DPAMN BY. ILL°' NOTE FOR COMBINATION OF SECTIONS: E.D. a EDGE DISTANCE =°` !r�+ ATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlFOLDING SHUTTER CORP.CATIONS ON SHEET 13) �=QR.•• � 1� G M�IN.C. mrz IN ANY WAY TO SUR ANY INSTALLATION: /.•' TILLR TESTING.k ENGINEERING COMPANY 7089 HENSRO.ET PUCE 4.^�''• ,�'t`' 6]SJ qV.J6tR 54 SK JOS NFfO,G ri b.R 11,44 WTSf PA14.BFACH,FL J3413 ,SpIYAIE�� 6DD64J-6371 17-0e2 _ ,,T - E 000571 OL�on, .,...ramno.nGet.n.rom ORAMIN°No WALTER®A°T°LUTI Jr.P.E. a,r er. uR 1 SEE LIMITATIONS FOR®ON SHEET 2 P.E.5[IL�SIGNATURE/DATE FLORIDA Lie./44167 mpoin a�' SHEET 5 OF 13 1/4'0 x 3/4'TENS SCREW OR 1/4'x 3/4' I BOLTS W/NUTS*-WASHER O 6'O.C. 0.060'THICK S.S. ' POURED CONCRETE OR ROLLER HOUSING MIN.SEPARATION MIN.SEPARATION CONCRETE BLOCK WALL .f TO CLAS 1 REQUIREDTO CLASS OPTIONAL RAW HOOD I�-(SEE SCHEDULE a�s� (SEE SCHmULE CONIIES:TION C4 E0. EQ. (NON-STRUCTURAL) ) ON SHEET 13) t Of $a ON SKEET 13) 1 Of § (SEE SHEET 13) /10x7'S.S.S.U.S.W/1/2'0 E t ALTERNATE 3/16'ALUM. ALTERNATE 3/16'ALUM. N 3/4'LONG NYLON BUSHINGS POP RNETS O 5'D.C. POP RIVETS O 5'O.C. I D'yP.TOP)AND 1'LONG('TYP. AT REARLI AT REAR. 'v BOTTOM),EXCEPT AT ROLLER • HOUSING(TYP.) � 0 •2i (ROLLERSNYLON 3 W 0.855'0'(TYP.) 0 n '9 E0.EO 3/16'ALUM.POP RIVETS n 5? `3/16'ALUM.POP RIVETS .111r0'O.C.'BOTH SIDES C 10'O.C.BOTH SIDES / LEC&ANCHO J/16'ALUM.POP ORIENTATION 8 RIVETS O 1B'O.C. 7WALL CO• E9. 810 x J'S.S.S.M.S.W/ 0.373'LONG NYLON ONT.011631 BUSHING W/A 0.150' .LONG TOP SECTION 0.500'' MIN.�SE� S ON 0.270'x0.030' MIN3/4'PLYWOODMIN.3/{'PLNY000 ULYWA9 _ REQUIRED 1/2'MTN. REQUIRED 00. D245'I.d.AND EE SCHEDULE WEATHER 1/4'0 TA0.223'LONG BOTTOM �(ON SHEET 1J) 'STRIPPING EA. OfC1/4'THRU BOLT W/ SECTION D.S20' AND510E(TIP.) F],t F B ANCHOWASHER&NUT O 10'O.C. 0.2{5'I.d. 'C'�) 1/4'THRU BOLT W/ g EACH SIDE. POUREWASHER&NUT O 5'O.C. 1/4'0 TAPCONS OR CONCRECRETE-FLEX ANCHORS 6'O.C. E 1 Of REOUIRED 2'x4'OR 215'x1/8' POURED CONCRETE OR 5'x311/B'6063-T6 CONT. ALTERNATE 3/16'ALUM. ®t 6063-Te CONT.ALUM. CONCRETE ELOCK WALL ALUM.ANGLE OR BENT PLATE. POP RNETS O 5'O.C. ANGLE• REQUIRED AT REAR STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 •to ����/������� MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF W z n= a s 3/16'ALUM.POP RIVETS® MIN.SEPARATION 10'O.C..BO1H SIDES TO GLASS •� O �CS ONN SHEET 13 �o o ) EE SCHEDULE ALTERNATE LEG 1 Of y w E0. EQ. —J ANCHOR ®T 3 CONNECTION C3 �-- ' ORIENTATION (SEE SHEET 13) k TAI�TCHOR LEG ORIENTATION 1/4'0 x.3/4'TEKS SCREW W/ W POURED CONCRETE OR 5/8'WASHER OR 1/4'x 3/4' CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER O REQUIRED 4'O.C. .BUILD—OUT FACE MOUNTING INSTALLATION CONNECTION a G4 SECTION 4 (SEE SHEEP IJ) o N EO. EQ. 1/4'0 x J/d'TEKS SCREW POURED CONCRETE OR OR 1/4'x 7/4'BOLTS Y!/NUTS CONCRETE BLOCK WALL &5/8'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED &. CONCRETE BLOCK BUI LD7'Ff MOUNTING INSTALLATION SCALE : N.T.S. AA.Y ' \ i '•`.4A BOTTOM FLORIDA BUILDING CODE (High &Non High Velocity HUTTicone Zone) N() 44167 m2o17 nLTEco INC. TITAN H FOLDING IMPACT PROTECTIVE SYSTEM DRAWN UP.FOR COMBINATION OF SECTIONS: * E.D..e EDGE DISTANCE T+'E 't Y.L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) •�t 07AO/17 IN ANY WAY TO SUR'ANY INSTALLATION. '�'. '�. G O��ec. FOLDING SHUTTER CORP. QTTE •r'� f .' Of, TILUT TESTING&ENGINEERING COMPANY ST P M BEACH, PUCE nlsa Nx.seu.54 sb.s0a NMLl4 CJ.fieHs.n]sloe WEST PALM BEACH.FL 3]413 t SEE LIMITATIONS FOR ON SHEET 2 'L 0. ............ ......• , • Pna.,,1am1m1-lax'.T .(xaleal-!all PH:1800-!4]-071 17-082 ® - �Ox, �II,T,, O-m 0:liltecoOcOl.com rw.feldin9eaVNaln.mm ORAIONG No IMQ(•�\ 'r WALTERA000671Ur.P.E. •P.E'6PAL•/SIOX/KURE/DATE FLORIDA Uc.8'44167 of/xT M. a SHEET 6 0T 13 MIN.ED- EQ. 0. POURED CONCRETE CONNECTION 05 REQUIRED (SEE SHEET 13) _ / 0.050'1MCK S.S.% �/ROLLER HOUSING / OPTIONAL RAIN HOOD i (NON-STRUCTURAL) e1063"S'SS. S:M.S.W/,1/2'0 (2)NYLON xJ/4•LONG.NYLON BUSHINGS ROLLERS 0.855'0(TwJ (Typ.TOP)AND 1•LONG(Typ. I8 BOTTOM),/V.�CEPr AT ROLLER 010 x 3•SS•S.M.S,W/ `11' HOUSING •) 0.373'LONG,NYLON 3/16'ALUM. BUSHING W/A 0,150' POP RIVETS, LANG TOP SECTION 0.500• 0 18.O.C. O.D.AND 0.245'i.d.AND CONT,0.16Jx0.270:0.°30' 0.223'LONG BOTTOM ULTRAFAB WEATHER SECTIO O24S0'O.D.AND STRIPPING EOL SIDE(TYP.) I I 7 d. or I I ®t MINTo EPL ON T ?l h ON SHEET 1J) - ® Nl SCHEDU MIN,5 LASS ON PRII = TO GU55 I F (SEE SCHFQULE I / or �y ON SHEEP 1J) T O a sem{ MIN.SEPARATION I I zd 5 1/4'0 x 1'TEK SCREW OR TO GLASS N w OPTIONAL RAIN GUARD 1/40-2°'x1'SS,MS WITH II`(SEE SCHEDULE (NON-STRUCTURAL) NUT dT'WASHEF O 4'O.F 7 I ON SHEEP 1J) F ��1O1.y ALTERNATE 3/16'ALUM. t POP RIVETS O 5'O.C. I OPTIONAL RAIN GUARD AT Rte• (NON-STRUCNRAL) N- 9 ALTERNATE 3/16" ALUM, nsj g ALTERNATE LEC I ys. n POP RIVETS O 5'O.C. _ _33 IACATON WI1H yg n ANCHOR t7 I CONNECIIDN C7 AT PEAR. ^ 8 0 16'ALUM.POP tr(VE (SEE SHEET 13) 3/16'ALUM,POP RM1EfS O 10'O.C.BOTH SR)ES EDGE OF r - - n O 10.O.C.BOTH SIDES E0. E0. AP'�PUIF CABLE / �� / EDGE OF POURED CONCRETESLAB IF REQUIRED (CONNECTION Ce APPUCABLE E0. E0. POURED CONCRETE POURED CONCRETE REQUIRED. • IN.E.D. REQUIRED GB •MIN.E.D. MIN.ED. (SEE'SHEEf 13) •MM.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. °k•� �IJ'✓. °° P GENS g FLORIDA BUILDING CODE(High &Non High Velocity Humcone Zone) NOTE FOR COMBINATION OF SECTIONS * E.D.= EDGE DISTANCE a ISO.44167 `; ®201 TLECD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN w' 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) > IN ANY WAY TO SUIT ANY INSTALLATION. FOLDING SHUTTER CORP. °7/x0/L7 TMTE TIWT TESTINO d ENGINEERING COMPANY 7099 HEMSTREET PUCE ? SEE LIMITATIONS FOR ON SHEET 2 '•• r ws Kw.seu.r..31..sos WEST PALM BEACH,R 334}] ® ••••••w\�P Trr ,feOme>1'LAlta•e®ooLcem'-'A" PH:160°=643-6371 17-082 ®-00067is "aswN.o.eem Duwx°xo WALTER A TLL1T JR P.E. •..P)•ef;FAT,y91GNATURE/GATE FLORIDA U0.#44167 7F SHEET 7 OF 13 POURED CONCRETE OR GROUTED CONCRETE smo,IUJL B. SPAN TUBE PER"CNLDUIE BLOCK WALL REWIRE° (SEE SCIAD!f! (2)ROWS/O.wP 1/4'0 TAPCONS % X ANCHORS"...)(SEE SCNEDULE) TABLE 1: MAX. SPAN TUBE LENGTH.SCHEDULE (TUBE TOP OR BOTTOM) .# (6)I/�•. 3/4•TERS SCREW ----- -------- Ar x•O.C.Loxenuo2uur. 0 0 0 -----O o .-O ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS SPAY TUBE LER SCNmUIE TUBE MAXIMUM SPAN LENGTH EA. END .PER END OF TUBE 600-T6 Aum PRODUCT 0 0 o WME SIZE _SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM I6:J LBLJ 1/c4.3/4'TEN SCREW TUBE TUBE TUBE -- e6'O.a J14•fir 3C.3'w b 60" 106.0" 13 8 •.2•.1/11 teNLT) IR 6 �ssm'`�� T' 2"x4"x1/8" 95" 85.0" 1710 ANGLE 144" 69.0" 13 8 cTH(TYP.)�J•=J'. � 80" 117.0" 17 10 wv-T6 ALUM.ANGLE . . 2"x4"x1/4" 96" 110.0" 21 12 (SEE sI --, WW v6N61G 6n .SPAN 1UBE 144" 91.0" 21 12 TYPICAL ELEVATION (TUBE AT TOP) 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION scxc N.Ts. 2"x5"x1/8" 96" 100.0" 21 12 `SECTION % 144" 81.0" 17 10 SCNF N.T.A SPAN NDE LENGTI 41/2'MM. CD.O 60" '124.0" 21 12 1 PENNG tnml ln'^' 2"X6"xt/8" 96" 114.0" 21 12 A ®f 144" 93.0" 21 12 Lar J14•er J'ur.ar h, VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE J1111/41 lQNm soBT-Te AUDI,AY4lE p T Fy .211/41 TANmx SHUTTERS HEIGHT ABOVE&BELOW GOES NOT EXCEED THE MAX,PRODUCT SPAN (SEE sa+EDULE) 60 ,Ts ALUM.ANGLE SHOWN ON TABLE I. (sEE sw tTO Y Y ga TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) TUBE MAXIMUM fALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS1/4d.J/a•TOt scRLw 0 0 0 .o PRODUCT 0 6.0.a - ------ ------ - SIZE -SPAN SPAN LENGTH EA. END PER END OF TUBE 14•w J1J w spm TUBE PER scxmuLE - ------- 1------- (SEE s/4-x LEJ ons \ 6°6J'.TG Aum' �� w6J-T6 ALUM.ANGIE 60" 76.0" 13 12 (6)IH'.3/4•TExs seREw s•uBL svxgxe a SPAN TVBE val s6NmuLE 2"x4"z1/8" 96" 60.0" 17 15 6.00°•MAx AT 2'o.c.LONCDUOMAELY. eErx4' ANcxoRs GYP.) P CONa¢TE (sm sCxwlt) 744" 48.0" 13 12 OR GR011fm CONCRETE (2)RDS"OL 1/4'1 TAPCON6 eLacK wAu REomRED AuaIORS Om.)(SEE oc"Er"LE) TYPICAL ELEVATIuO0 PBE AT BOTTOMI 80" 87.0' 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"x7/4" 96" 79.0" 21' 18 SECTION Y (6)1/4'.3/4'TONS SCREW N.T SPAN LUBE 144" 6$.D" 21 1 B AT 2'O.C.LONGMLAX A Y. J•.4'w 45 7 7ALM A• 4 1R+Tj LENMG M IA•M. 80" 77.0" 17 15 LWLT11 w6J-T6 ALUM.ANGLE (3)RM OF 1/4Y L"EE SCNFDULE7 TAxDNS.mcHoRs I or 2"x5"x1/8" 96" 70.0" 21 18 DTP.)I,scHmuLp p t 14'4" 57.0' 17 15 80" 88.0" 21 Is p7 � s 2"x6"x1/8" 96" 87.0" 21 18 Z /Z j Via. 144" 66.D" 21 18 o o / o o b INSTALLATIONS .DETAILS W/ SPAN TUBE INTO POURED CONCRETE _ /4'4.7/4•TExSCTEW - -----------_ OR GROUTED CONCRETE BLOCK WALL oxw imL o 6'o.c. .o 0 o --o 0 0 - (SEE SCTIwLE7 - --------- "'AN ----- SCALE:N.T.S. mE PER SCxmUIE MWM PER SCXEDULE 606x-T6 A+Em yy O O o / O O O '1f>A7e6iT�.e } s MAX.A.S.D.DESIGN PRESSURE RATING a 172.0 PSF Z3 (` �GR A' T� A .4 w s.r /r, .. J•ILNCM•6063-T6 / B yR' ��s� '�"Gu FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) - w°.{ (SEE SCHEDULE) / p� ,Fi L� pE{S I TtlO.�Y IV/ '•y,, ®ta17 71LTELV INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�m`' Eq Ltl Y/V M.L POURED CONCRETE 1 G pfr FOLDING SHUTTER CORP. °'n0/" OR CONCRETE PETRNG MO MTF BLOCK WALL R ERE LJ14.Or ww w 51211/4' OA��((�y� TILLIT TESTING&'ENGINEERING'COMPANY 7089 HEIMEET PLACE I lO1GM w&T-16 ALLIIN ANLTE `_ '"• V,t 4T5!NW.JSP.6L SIa 365.NTIGIOA CIAfiENG,II.J]16B WEST PALM BEACH.FL JJ41J (s)t/.•.JH•TETm swEw TYPICALON (TUBE AT MIDHEIGHTI (x ORI R`.�'��4 Pn,..:(8mm»I_I6Jo,rm:(365>:„_,ul PH:1e00-e43-60171 17-082 AT 2'O.C.LONGRUDI4W.Y. ( SCNEOU� sY 1L: .Tli,5�� a-�V E•,"•••........ ' 1111• - 1:Lilleee0o01.eoM rw.EOldlmgshULLw6.e0Tn DRAWING Ne ,SPAN TUBE MOUNTING INSTALLATION 1 SEE LIMITATIONS FOR®ON SHEET 2 'S/ S ' WALTERE1JIL 3-0006719 WALTER P.E. ,$FCTION'Z '-vs:5. 11(FWL fE/DATE FLORIDA ue•d u1sT wnem aT R SHEET 8 Or 13 1/4.4.1 3/4' MIN.CO. - - --- TAPCONS/CRETE-REX (SEE SHEET �[%ISIING CLASS ANCHORS O 1B'O.C. 13) D.SnNG STRUCTURE MIN.E0. EMSTINO (SEE SHEET IJ) EXISTING 1 5.758*(IwJ STRUCTURE STRUCTURE 31WO THREADED HOB 3/I6'POP RIVETS OR a CENTERPIECE FOR T/4'v a 1 3/4' / 1/4'.J/4'TICKS.0 (TYP.) TAPGONS/CRETE-FLEX / 13 18,O.C. 17 / ANCHORS 0 18'O.C. 16'POP R 3 1 •r or 1�t or 1�t (OR 1/4'tJ/4' or 1 TTOTS o 1eOt•o.a � WALL FACE or 1A Ci �\ ! END CONDITION 90.0' 90.0' 18 90.01 190.0 2 8 4 SH WN 3/16'POP RIVETS OR / 1/P t 3/4'1E16 O (LEIVEFIS INFERIOR ORg 18'O.C. �/-F• OR EXTERIOR) o E/�I ERIO'R �ND,E 1) (Z)@5 O 30•D.L.O Mi(µFDR 0'T.C. MIDSPAtN FOR U TO 99' / \ SPAN$(J) S'0]0'� D.C. WOSPAFJ-FOR 3UP p r�1141 HORIZONTAL SECTION 20 °'101:'SPAN leSLRTO EW'M\Y BE NS�Al LED HORIZONTAL SECTION SCHLw MAY BE IN574lEED INTETOOR OR EXfEWOR) (LEVERS INTERIOR RIVETS INTERIOR OR EXTERIOR) (LEVERS FMERIOR) OR E%iOKOR) . MAY VAR{AT DIST SUT AT TRAPPm INSTALlA7fON5 /� 2N1.1/B,CONT.'o.a 4 OR E J) 6083-TB ALLOY ANGLE q,. OR 1 TAPCON/CRETE-FLEX SHO \ 3 1 SEE URRATIO)E4 FOR tO ON SHEET 2 ANCHORS 0 18'D.C.To—� uPcoN/cRETC-FLEx� SHO / EXISTING STRUCTURE 0.NCIX1R5 0 SB'O.C.TO VT DIISTRNG STRUCTURE EXISnNG.STRUCFURE / BUILD—OUT UN. COB3-1/6 CONT. END CONDITION MIN, bowVET ALLOY ANGLE J/i6'POP RIVETS E0. E0. OR 1/4'.3/4'TEKS OR OOSnNG STRUCTURE END LOCK ANGLE NIRS 1/4 'O 312/4OL BO.C.C. w/ END LOCK ANGLE NOTE 1 'HORIZONTAL SECTION HORIZONTAL SECTION Z't 2•x 1/8"6053-T6 1/4•.J/4•Tp( ONE LOCKING TUBE, PART Ili, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CONT.ALUMINUM BENT ANGLE SCREWS AITACNEO TO ONE INTERIOR CENTERPIECE®OR(5N. INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE @,. A (2)O0 30•O.C.0 CENTERPIECE D 6.O.C. SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, MIDSPAH FOR V To 99 SPAN$(3)IS O 30• 0.357"x0.357"AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED O.C.O MIDSP FOR LIP TO SPAN INTO IT WITH A 0:120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW'WAY BE IINSTT&LEED A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTERIOR) /� OF THE TIP A SQUARE, 0.475"x0.475"x0.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 ORIS) ALUMINUM LOCKING TUBE 08 , A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE ,01.5 'SHOW (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED 18 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684- (LEVERS INTERIOR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 6oD °� OR EXTERIOR) SOLID THERMOPLASTIC TTP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"� HOLES DRILLED ON THE OUTER 18 ( ' 500, HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS OR MR)R 4 OR(� SHOWN ;ItF�7X`AAoi...•; ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL ::'"•Y C'\l A.Tits/�:• HORIZONTAL SECTION T l• t/ FLORIDA BUILDING CODE (High &Non High Velocity Hunieone Zone) END INSTALLATION DETAILS INTO CONCRETE. ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRM BY. P 0.441 CONCRETE BLOCK & WOOD (AS APPLICABLE �5P5 OL ECO,p�. FOLDING SHUTTER CORP. °';°TE" TILLN TESTING$ENGINEERING COMPANY 7.89 HEMSTNEET PLACE 67650-?'•.J� ��NA . •IE' ; %SN. LSx'5Row vpg H3WESTwPA.fWeldinB9EaAhC,AHk,,FeL.e39m3413 17mm -082O RID a:tlee93DRAWNO H. .......... • • \ EB-0006719 WALTER A.TILUT4r.1P.E. FLORIDA L,1 467 mn/n ,nr SHEET 9 OF 13 1 3 [2,.2 ANGLE BUILD-OUT MOUNT PER SECTION f,SHEET 6 A A a-(2)J/16'POP RIVETS,2'v Y a1/e' LEG OF 2'a 2' ALUUINUM ANGLEE ANGLE LEG MAY FADE AWAY FROM 0P00N6 (AS SHOWN)'OR TOWARDS OPENING.NO ANCHORS REOUIREDS�I�E •Og. 19 13 KURD-OUT MOUNT PER SECTION 4,SHEET 6 (2)3/16'POP RULTS, EACH LEG OF 2'x2' ANGLE AL7°'"^TE WLLEXTERIOR ELEVATION AND SILL LAND T HEAD PLAN VIEW A—A MOUNT FOR ONE OR BOM ANGLES OF PRODUCT ' 1 0 69 `I (2)f,/4.,x,/f. ;; �:' '�.a OPTIONAL SIDE ANGLE TEKS OR J/16'POP 1 1/2•x 1 I/2•v 1/B'>0•-2' (FOR SECTION 4,SHEET 6) RIVETS PER AN4E TO r W ALUMINUM M'GLES TOP TUBE I BOTTOM OR TO WALL(2 REQUIRED) (2)1/4'a TMCON/ CRETE-FLEX ANCHDRS EA ANGLE TO SLAB ® 1/4'e x 1 3/4' TAPCONS/CTtETE-FLEX •). 1 END PIECES MAY BE FIAT ANCHORS 0 1B'O.C. ,�.(Q• 00 S •0� ENO OR L ENO ll 3/16'POPETS OR !b�• 500 •• EXISTING 57RUCNRE 1/4'a J/4'TENS 3 O 12O.C. • �.. 3- 1/2'MIN. \ CORNER POST s .ISOMETRIC SLAB OF CONCRETE (TYP.AT TOP AND BOTTOM SLABS) 1 9 END OR ND PIEL END BE FLAT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE(High & Non High Velocity HUrricane Zone) END INSTALLATION DETAILS INTO CONCRETE. = ®201,"E`°'"� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° CONCRETE BLOCK & WOOD (AS .APPLICABLE I L ECA FOLDING SHUTTER'CORP. °'a,E" 7 TIUIi TESTING ENGINEERING COMPANY 7069 HEYSTREET PLACE �i' { / axis Na,xeM.e,.Su.xos,Y10.a9aA ellm[Ns.n Jxlee WEST PAW BFi1CH,0.JJ41] 1•., exmin,_sw..r..,(xu]eT,_,aT, PH:1BDo-64J-6J71 D 7-082 -m B. .altecOOeol,com nr.TPlAnpvhtiltere.eom DRARING No WALTER 0.TTLLR Jr.P.E. �' eannna anc m. euomia P.E.SFAL/SIL�IAMRE/GATE 'FLORIDA Uc.x'44167 m,a-au m/Aa/n xK SHEET 9A Qi 1J / WALL FINISH OPTIONAL RAIN HOOD - \ i (NON-STRUCTURAL) WALL FINISH ' 0.060•THICK S.S. /10x3'S.S.S.M.S.W/1/2'0 x3/4' ROLLER HDUSING LONG NYLON BUSHINGS(iyp.TOP) .CONN4L'IIDN C1 T� AND t'LONG(Typ.BOTTOM),EKCEPT AT ROLLER HOUSING(TYP.) _ 0.060'THICK S.S.ROLLER HOUSING iz_zzw F� 3 (RrY Otumn11ERSN �I =I� OPTIONAL RAIN HOOD 85(R2) (S j (NON-STRUCTURAL) 2'FCONT.W0OD J [ 6 HED. 010 x J'S.S.SJA.S.W/ J/16'ALUM.POP 0.373'LONG NYLON CONE. RIVETS•O 18'O.C. _ BUSHING W/A 0.160' `\ c fATddECIMN .1 LONG TOP SECTION OS00' 0.163x0.270' 0 O.D.AND 0.246 Ld.AND x0.030' 0.223'LONG BOTTOM WEATHER T or SECnON 0.320'O.D.AND STRIPPING EA t '$ oil 0.245'(TYP.d. SIDE.,„rv�.) W 3/16'ALUM.POP RNEfS,® 18.O.C. x -i MIN. PARATON COWOOD ) MINS GlA55 ON u 2'x4' NT B [ (SEE SCHEDULE 1 OE HEADER REOTO CLASS 'D. JJJJ�—(SEE SCHEDULE ) or ON SHEEP 13) (g t 9 ON SHEEP 13) t 2'x4'CONT.WOOD PLATE REO'O. ( WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 'ii �'•t CONNECIIDN C1 ! , \ :! `WALL FlN16H WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD arvsrAseny�_.. 1ti��Ja,• "•E'•� ✓, FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zona) t SEE MMITATIONS FOR®ON SHEET 2 ,� ®2017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAIN BY. NOTES: �do.44167 : NOTE FOR COMBINATION OF SECTIONS: 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO FOR r//++ FOLDING SHUTTER CORP. DT IIATEBE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OREQUALMOUNTING SECTIONS CAN BE COMBINED '� 6 b®'IpC. 047[• EN0INEERINO'COMPANYNEMSRIECT PLACE ANY WAY TO SUR ANY INSFALLATION. Q' / 'l 0.111µ,Mu 54 SM.mt,xaCxw limes,R'snee WEST PALM BEACH,P.33413 , :•\��; ,ceoiw...�,1wsN1l-+d, PH:1600-6Q-B3Tt 77-082 -m l:NtecaOool.com —f IdIvAuH,—m DMITINO No .......... ••••5•• 'E/OATE AL006719 TER A.A EB-TILUT /4,P.E. �,w m Iy,c,x ��r0 x17 mt�Mw nrt SHEET 10 OF 13 114'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. • 1 I( v EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY CE OF Ll IED B WOOD BEAM TO BE E/ ENGINEER R ARCHITECT PRIOR —wau FINISH R0.060"OLLER THICK NG t SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. _ ROLLER HOUSING 2-x4'CONT. iODNN47CfWN U / - WOOD HEADER REO-D. E0. E0. OPTIONAL RAIN HOOD (NON-STRUCTURAL) NOTE FOR COMBINATION OF SPCTTINS• ,� 1- MOUNTING SECTIONS CAN BE COMBINED /10x3'S.S.S.M.S.W/1/2.0 x3/4' CONNECTION C5 / LONG NYLON BUSHINGS(TI TOP) IN ANY WAY TO SUR ANY INSTALLATION. AND 1'LONG(TyP.BOTTOM),EXCEPT / AT ROLLER HOUSING(TYP.) NOTES. � 1 / OPTIONAL RAIN HOOD - (2)NYLON — "^j x T- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO (NON-STRUCTURAL) -"----- i" ROLLERS 13E HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 1 i i .855'0(1YP.) I +� IL Jr I� _ / 3/16'ALUM. __ =J '36P16; OP RNEfS, #10 x.3'S.S.S.M.S.W/0.37J'LONG NYU0 ALTERNATE LEG O 18'O.C. BUSHING W/A 0.150'LONG TOP SECTION LOCATION CONT, 0.500'O.D.AND 0.245'i.e.AND 0.223'LONG 3/16'ALUM. IOPULTRkFRIVE75, (SEE NOTE•) O.IGY.x0�27�.0330' BOTTOM SECTION'D.7 O.D.HER ;DAND°.245'IA. O 1B'O.C. I STRIPPIFA.SIDE MIN.,SEPARATION �IYF1 or®1 T Jr (SEE SCHEDULE R SHEET 13) MIN.SEPARATION i i 1 or T MIN.SEPARATION To GLASS TO GLASS I I (SEE SCHEDULE (ONSHEL73) Eo1LE— CN SHEET 13) I 1 Or.a _ T Or ®T v at 11 ALTERNATE_3/16•ALUM ALTERNATE LEG NI, _I I Or® T POP TINEAS O S'O.C. LOCATION i ARD LARD I ALTERNATE LEG AT PEAR n__ =_l f=i - -' (� LOCATION ; ji �L (SEE NOTE•) - ( ) (SEE NOTE ) I --------- I 1 ii-LLL it - H_______A_____T_ ALTERNATEPOP 3/16-ALUM i I I ARL 2axe CONf.I1 1-___$___i_____ II I AT REAR. ns c WOOD 7/16'ALUM.POP RMEIS � O 10'O.G.BOTH SIDES 3/16'ALUM. O POP RIVETS 10'O.C.BOTH SIDES EO E0. L.1 2'x6'MIN.WOOD EO w 2'x4'CONE. .k11 41. 1 l I� DECK REQUIRED ' NO FINISH ALLOWED i 1 WOOD PLATE ( 1/4'0 x 3/4'TIXS SCREW ( ) �'• 1 I 1/4'0 x 3/4'TEKS SCREW REO'D. ` .j I OR 1/4'x 7/4'BOLTS W/NUTS W/5/8•WASHER OR .1`'11 'L+ I &5/8'WASHER O 6'O.C. 1/4'x 3/4'BOLTS W/NUTS& 1` 1l 1, �� I i OONNECFCN 04 CONNECTION Ce 5/8WASHER O 4.O.C. ' 11` 11111 `,1 I I CW 1 1 C,`I 11 I, Z'MIN.E.O. 2' CONNECTION MIN.E.D. WALL FINISH �. 11 11: ljWALL FINISH `. 1 BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AWl,FCW%T.14M) SECTION 7W SECTION AW J���•'"•••�""'•'�✓ FLORIDA BUILDING CODE (High &Non High Velocity Humicane Zone) NOTE 0:ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 tILTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RAN"BY: INSTALLATIONS DETAILS INTO WOOD �, 0.4416 07 /7 FOLDING SHUTTER CORP. DATE SCALE N:T:S. �E��Tjj••��'' n TESTING'&'ENGINEERING COMPANY 711EET 89 HDZIRPLACE • �('3,�•� lP/�•��, 5Jls �( )s� ,M�xax4 G.Id)O5,n 33tee MESE PALM BEACH,FL 33413 y .///` R� •LswATI-+b1 M:IODo-e43-5371 17-082 A-mai:NTleeaOooi.cam vne./aldnpehNlen.eem CRANING Ne `��111n WALTD®A OT010LLR1Jr.P.E. v1c eunwna I •I/DATE RORIOA Ue.d 4{187 pl/pp/I� � t N iH[R 1I OF 13 • v� . i LJ' MIN.SEPARATION TTO MIN. IG (SEE or Q t e' (SEE sCCLASS' .EDUIE 10 GLASS tl ON SHEEP 13) I T`�I ( HEFT 1 ON LE V I y�X v ON SHEEN 13) �ww Of® 3�• OPTIONAL RAIN GUARD (NON-STRUCTURAL) 1/4'0 x 1'TEK40-20ALTERNATE 3/16'ALUM. SCREW OR 1/40 'x1' pOP RIVETS O S'O.C. ^ S.S.MS WITH NUT&I AT REAR. .. 9 WASHER O 4'O.C. 1, in 3O/16'ALUM.POP RIVETS n O 10'O.C.BOTH SIDES EDGE OF SLAB ,R IF APPUCABLE DCE OF SLAB ALTERNATE LEG& o i3 CONHECIION C7 E APPLICABLE ANCHOR LOCATION '^ ---- (SEE NOTE•) .J a 216'MIN.WOOD - DECK REQUIRED —� EDGE OF (NO FINISH ALLOWED) CONNECII011 SLAB IF EDGE OF 2'MIN.E.D. CB APPLICABLE SLAB IF 27 MIN.E.D. APPUCABLE EQ. - t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK A-DAPTER7 MOUNTING INSTALLATION 1 MIN.ED. 1' IN.E.D. NOTE FOR COMBINATION OF S CTIONc; SECTION Y BW (BOTTOM) OD , 2'X6'MIN.WD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION IN ANYWAY TO SUIT ANY INSTALLATION. MIN.SEPARATION 27.4'CONT.WONOTES: PLATE RE D. 0-1 (SEE SCHEDULE SECTION 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO � BE HAVE�A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL I WALL FINISH A�,te-4.. (3)5/16'0 LAG E E 2' 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN /'� of (0 t •a SCREWS W/2 Y/2'MM. MIN.ED. w PRESSURE RATING&SPANS i•" PENETRATON AT/2''IRI (27 OF RAFIER/iRUSSES �G 6063-TES CONI. W ��\ ALUMINUM TUBE _ L 1/4'X4'(6063 TO)FIAT EXISTING 2X WOOD t '1 PLATE W/1/4'0 x1'TEN TRUSSES OR RAFTER 2'X4'MIN.WOOD SCREWS O 6'O.C.M AT 24'O.C.MAX. STUDS O 16'O.C. BETWEEN TRUSSES OR. 0 - -- .500• 1/8'x4'(6063-T6)FIAT i 111�1 `, ..•fff PLATE W/1/4'0 X7TEK. SCREWS O{'O.C.M (2)1/4'0 TAPCON.OR 1/4'0 CRETE-FLEX 11 BETWEEN TRUSSES ANCHORS GR#14 NOS WOOD SCREWS OR 1/4'0 �i-- (IF APPLICABLE) NOS LA SCREWS AT MIDWIDTH OF EA STUD W/ 2 1/z'Min.THREADED PENETRATION INTO WOOD 1 1 L (2)NYLON 1/4'MAX,PLYWOOD EXISTING SOFFIT STUD I, YYF 1/4'0 x 3/4'TEK SCREW OR 1%4'-20 x 3/4' ROLLERS �g10x3'S.S.S.M.S.W/1/2'0 x3/4'LONG 1`1 i 1 .l E0. E.Q. S.S.BOLTS W/NUTS& 0 .8 55'0(TYP,) NYLON BUSHINGS MP.TOP)AND 1'LONG a�1/4'0 X 3/4'TEK WASHER®6'C.C. (TYP.BOTTOM),EXCEPT AT ROLLER HOUSING ' •, II F SCREW O 6',D.C. ,I10 x 3•LONG S.M.S.W/ I e " aYPa MOUNT TOWOOD STUDS' MOUNTING INSTALLATION 0.373'S.S. NYLON BUSHING W/A 0.150' - CONT. I INSTALLATIONS DE:TA ES SECTION 14W (BOTTOM,) LONG TOP SECTION 0.500' P •L;._ O.D.AND 0.245'Ld,AND 0.163'X0.270' _ , 0.223'LONG BOTTOM MIN.SEPARATION = uiT AFAR a INTO YY OO � C`f MAX. A.S.D.'DESIGN PRESSURE RATING= +60:0; -60.0 PSF SECTION 0.320'C.D.AND TO GLASS - 'WEATHER T Rf/ 0.245'i.0. SEE SCHEDULE 51RIPPING FA Of t SCALE : N.T.S. •''•••. ( oma LENS' - FLORIDA BUILDING CODE{High & Non High Velocity Hurricane Zone) GYP•) ON SHEET 13) SIDE(TYP.) I - ®20,7 nLnto INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM, DRAMM BY: No.44167 4 Y,L ' � .E!►O•I FI'C. 07/20/17 HEADER TO TRUSS MOUNTING INSTALLATION ( FOLDING SHUTTER CORP. D1n '�/.�y�: TIWT TESTING&ENGINEERING COMPANY 7089 HQ157REEi PUCE (?w , Q(yX V sua�vaeu,,sL,su Sos xROxu ONmws,.n;]]Iss WEST PALM BFACII,0.33113 SECTION .SW tTOP`) 0 ;,• (]C6T6T a6>o.Tm,cXml6T,-ETI PHt 1BOD eN-6371 )7-082 F r. • '�T\••. e- n:unece®ueLaem .,.,..(eldhj h0.,i— GRAVING Yu SF MR MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF WALTER a,WEER dr.P:E. mooenx, wx ••.P.. 9IfiNCt(IRE/GATE FLORIDA lic.I 44167 m.Sala m/ae/n SHEET 12 OT 13 MAXIMUM WIND 'PRESSURE (a.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) r SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) VAttDN4 9AT5 3Pµ5 e THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE F1ero MO.ALLOWABLE CONCRETE CONCRETE BLOCK STEEL WOOD PREssuRE "FACpOX CON. ANCHOR _ ANCHOR ANCHOR P03RM1E NECFVR AT TOP ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK PRESSURE PPESSIPE a BOnW TYPE SPACING TYPE TYPE �.1 0.-7 'A B C A C E A C F TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf '144:0' 144" 1110 Ib/ft A B C A C 60.0" .60" BB'lb/ft 9 425 LB/FF - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT g 417 LB FT 366 FT - 134 LB FT 35 psf 100:0" 100" 146 Ib/ft C7 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 461 LB 1'44" 144' 210 Ib ft 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB Fi /FT - 418 LB FT - 202 LEIFT 60.0" 60" 100 Ib/ft C2 g 456 LB FF - 362 LB FT '250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 6 525 LB FT - 419 LB/,FT 312 LB/FT 285 LB/FT -35-3-LI-37-Fr 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 6144" 144" 240 @ ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB FT 6 502 LB/Fi - 419 LB/FT 285 LB FT 60.0" 60.0" / 9 372 LB/FT - 309 LB FT 60.0' 80.0" 154 Ib if C3 6 496 LB/FT - 375'L8/Fi 236 LB/FS 202 LB/FT298 LB/FT 405 LB/FF C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psf 97;0" s7.0" 187 W/ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT LB/FT L 760 LB/FT - 572 LB/FF - 3 115.0" 115.0" 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT'393 LB/Fi / 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FF 202. LB/FT 357 LB/FT 4B3 LB/FF o 9 445 LB/FT - 370 LB/FT - 934 LB/FT 6D:0" 60.0" 125 Ib/ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/F7'753 LB/FT C4 561 LB/FT - 448 -3/FT - 202 LB/FT 89.0" 89.01 187 Ib ft g 261 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 743 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0" 100.0" 206 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/Fr LB/FT 9 226 LB/F7 - 224 LB/FT - 83 LEI/Fr 1144" 7140" 250 Ib/ft C5 6 339 LB/FT - 334 LB FT 144" 140" 300 Ib/ft 3 843 LEI/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT / - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT '215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 1 670 LB/FF - 250 LB/FT 81.0" 81.0" 187 Ib/ft C5 6 410 LB/FT 487 LB/FT 323 LB FT - - 207 LB/FT 153 LB/FT 221 LB/FT 251 LB/FT 1 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib it 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FF 378 LB/FT 323 LB/FT. - - .120..0' 120.0" 275 Ib ft 4' 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 1.34" 330 Ib it C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/Fr C7 4 232 LB/FT 236 LB/FT 183'LB/FT 60.0" 60.0" 160 Ib/ft - - 80.0" 80.0' 200 Ib/ft 2 - - - - - - 305 LB/FT 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0` 100.0" 250 16/tt t2 491 LB/FT 596 LB/FT 409 LB/FT - - 255 LB/FT 168 LB/FT 12 388 LB/FF 460 LB/F7 409 LB/FT - - 115.0" 115.0" 288 Ib/ft C8 6 736 LB/FT 894 LB/FT 61.4 LB/F7 - - 397 LB/Fi 252 LB/FT C8 8582 LB/FT 691 LB/FT 614 LB/FT - 131" 128" 346 Ib ft 1 6 1982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FF 819 LB/FT - - 59.0" 59.0" 160 Ib/ft 65 psf 92:0" 92:0" 249 Ib ft _ 100.0" 100.0" 271 Ib it MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 0SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft. 60.0" 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC.C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.10" 59.0" . 187 Ib/ft' ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3:50° 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0' 313 Ib ft 5'-10" THREADFORM TECHNOLOGY 117" 114" 3B7,Ib ft AS LESS 2 1/2" 1' 2 5/8" 80 psf 113" 111" 400 Ib ft 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 90.psf 107" 104" 424 Ib ft TO 8'-3' C 1/4" 0 CRETE-FLEX 3.00" 3.00" D N/A 3.00" 3.00" N/A N/A 100 psf 101" 99" 447 Ib ft 2 5/8"'+" 1" 2 3/4"�' 110 psf. 94" 90" 4611 I6 ft 120 psf 87' 82' 4114 Ib ft 3" E 1/4" 0 ITW-BUILDER N/A N/A N/A 1.00" N A" N 130 psf 80e 76" 483 Ib ft TO 12'-0" 3 1/2" 1 3 5/8" TEK SCREWS / /A N/A 2.00" 140 Dsi 74' 70" '4114 Ib ft F {{14 NDS WOOD SCREWS OR N/A N/A D N/A N/A N/A 2.00 N/A 150:psf 69" 66" 4133 Ib ft qf,,f°°111,�,.. 1/4- NDS LAG SCREWS AS DEFINED BY ASTM E-1996 STANDARD. A,7'0 160.psf 65" 62" 483 Ib ft a•' �R L�' ' 1:' �� �)' FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) At10TE9: '}' EXCEPT THAT 3 5/8" SHALL BE USED `� ' \• .. L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ®Yon TRTECb INC'F, ..F '� ' DRAFT!!K: ti TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L. GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATNE AS.D.DESIGN PRESSURE /► FOLDING SHUTTER CORP. 07/2D�17 'RATING. ,IL �!►O INC. DATE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS �'' TIWT TESTING Q ENGINEERING COMPANY ST P HE BDZV.. PLACE {T@r:•A�Js1'* g e rt�eei Nn.s.:s�3as.Nuc.+xw umo+s.rt Giles WEST PALM 0-643 FIL 673113 OmmT,_,uo.r".,tAw>e,,,,m, PH:Te°O-s�7-e371 17-082 EQUAL ET THE MINIMUM DETERMINED PRODUCT ,, •� e- atl:uReegegql.cqm wir./olmngmulterdeom DRPAIND Ne 11-1 -OR10 ; EB-0006719 e, SPAN BETWEEN 'L+'AND'L- Q,• h P' WALTER A TWT dr.P.E. V��•' SIQQ //,.D}.7E FLORIDA U7 8 44167 m/n/v r 89EET 13 OF 13