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HomeMy WebLinkAboutProduct Review Affidavit JOB INSPECTION SHEET i Anchor Opening Spacing Wall Size Shutter Shutter Shutter Top Unit No. pressure W x H" Width Height Span Bottom 6 1 37.7 sext5s 68 108 104 6 6 2 28.4 435x1431 435 143 143 9 9 3 32 111x95;, 142 111 108 9 4 v 5 6 7 i 8 I 9 10 I ' 11 12 13 I 14 15 16 17 18 19 20 21 (� 22 I' 23 24 I 25 I , N !, 4 � a I i E S i. t I t s " Cale �!, '• � • , �,, Impovs� :.: NGTOF�Y D[RECT SINCE 1869 ! COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemistreet Place West Palm Beach,PL 33453 600.643.6371 Property InfonnationF- Building Information Owner: WRIGHT ! Wind Zone: 160 MPH. Address: 8108 ALISTER PLACE Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 60 ft. i Mean Roof Height: 15 ft. I. Risk Category: 11 Design Pressure Calculations Opening Location ( Device Device Device Max Positive Max Negative Number Zone ( Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 68 108 7 29.9 -37.7 2 End 435 143 7 25.3 -28.4 3 Int ' 111 95 7 29.1 -32.0 i I , i i I , I I I' Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. j Page 1 of 1 { I , Florida Building Code Online Page 1 of 2 I Business & , I I Professional • I F�ofi(a pepamjof BCIS Home Log In t User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff ( BCIS Site Map Links + Search Busines Professi I product Approval SER:Public User Regulation Product Approval Menu>Product or ADWIcation Search>Application List>Application Detail I' FL# FL17080 Rl Appllcation Type Revision Code Version 2014 Application Statu's Approved I Commelnts Archived ❑ I Product Manufacturer Folding Shutter Corporation Addres$%Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 �- (561)683-4811 Ext 7675 edh@foldingshutters.com Authoriied Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 7675 I edh@foldingshuerst ttcorn Quality,Assurance Representative Ed Heritage Address'/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com I Category Impact Protective Systems Subcategory Operable I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida)Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDI G SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 i Equivalence of Product Standards Certified By I, Sections from the Code I ' httDs://floridabuildinp-.or2/pr/pr app dtl.aspx?param=wGEVXQwtDQv2aBQpHpQQe6r1Z... 7/1/2015 I' GENERAL NOTES; I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING. 0=0.46 MN.• COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALED AT HIGH VELOCITY HURRICANE ZONES Qfam AND OUT OF THEM(N fam. - 1/4'0 TAPCON W/ADVANCED THREADFYDRM TECHNOLOGY.OR 1/4'0 CRETE-FLEX.AS MANUFACTURED BY TIW/BUILDEX. INC&ELCO CONSTRUCTION PRODUCTS.RESPWRVELY.OR 14 NDS WOOD SCREWS OR t/4'0 NDS LAG SCREWS. DESIGN WAND LOADS SHALL BE DE(EAIINED AS PER SECTIONS 1620(Mvia)&1604 04MN2)OF THE AMC MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTTONALIiY FACTOR . Kdr0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN TO VERIFY TIE ABOVE OOIXXIION,Ut]TIIDE IDESINO MTD LOADS DETERMINED PER ASCE 7-10 SMALL BE FIM C_1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CREPE-FLEX OR#14 NDS WOOD SCREWS OR REISUCED TO ASD.DOXM WIND LOADS BY MUIJIPlYTNO RE1t By OA iN ORDER TO COMPARE THESE W/WX.(Aall) Ile 0 NDS LAG SCREWS INTO THE WOOD FLUME UNIT SHALL BE 1 1/2'FOR Cl THRU G4 AND C6 THRU C8 DCWM PRESSURIE RATINGS IN ICATFD ON$FEEL I& CONNECTION TYPE AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE MQUIRE3D THREADED PENETRATION. IN ORDER TO VE M THAT COMPONTINTS&ANCHORS ON THIS PLED.,AS 1i31E0,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS):{SII USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF,1/4'0 TAPCON OR 1/4'0 CRETE-FLED(OR#14 NDS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1609.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL.ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BMND SUCH PANELS. (HELL).HURRICANE TESTING LABORATORY(H.TL)&AMERICAN TESTING LAD OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203.AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTON 1616&1644 OF THE FLORIDA BUILDING CODE (p) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 10(MIN.)MATERIAL 2.STAINLESS SIM SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE S 10 x 3;410-W MINIMUM SERIES W/173.8 lad YIELD -1/4'0)TW BUILDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH&187.4 k3i TENSILE STRENGTH.SCREWS SHALL Be COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SRAM.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF RW BUILDEX TEK SCREW 1` FOR 8083-76 ALLOY AT SLATS StW,L-BE Fy=15.9 kst. 4.ALL SCREWS TD BE STAINLESS STEEL 304 OR 318 SETRIES W/50 Hct!YIELD STRENGTH AND 90 W TENSILE MREHGEH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEM 1TW/8U(U EX TER{SCREWS AND STALL COMPLY W/FLORIDA BUILDING(RODE SECTION MANUFACTURER 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL &R SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SKAI L ONLY BE ATTACWD TO CONCRETE.BLOCK OR 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 OR 316 SERIES STAINLESS STETS.WITH 35 kal MINIMUM YIELD STRENGTH. WOOD FRAME BUILD44M 6.M04ORS TO WALL SMALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) S.EACH UNIT MUST BEIM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOOKS. 10.PRODUCT TAANUFACIURFR'S LABEL SHALL BE LOCATED ON A READILY VISIT LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED THREADFORM-TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILM,INC.TO MIN.fc=3192 pal. WISH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN,Vc 3000 psi. LIBELING TO COMPLY WITH SECTION 171022 OF THE FLORUA BUILDING CODE -1/.4'0 CRETE-FLEDL.AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS TD MIN.fc=.3350 pal. it.FOLDING IMPACT PROlEGI1VE SYSTEM'S INSTALLATION SNAIL COMPLY WITH SPECS INDICTED IN TN1S DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGUTATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. A1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/47. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(PED.)PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE MtNMUM EDGE DISTANCE(ED.)SHALL Be AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE 53TE CONDITIONS DEVMTE FROM THE P.E.D. A2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8')INTO THE POURED CONCRETE (e) CONTRACTOR TO Be RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATOR ONCLUWNG LIFE StFEtY or THIS NO E7MBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4 0-20 S.S SCREWS USED SHALL.BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBMY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SMALL BE LONG ENOUGH TO REACH TFE MATO STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE A5 INDICATED ON NOTES AI &A.2 ABOVE (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED HY A FLORIDA RMSTETRED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE!BLOCK WNL.ASTM Cr-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS ED MANUFACTUREFY I.T.W.MALDEX.INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL S£FL AND SIONATURE OF THE PROFESSIONAL ENGINEER THAT -1/4'0 CRETE-FLET,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT'S. PREPARED R. NST715:_ THIS DRAWINO SHALL ONLY BE USED TO OBTAIN BA)MINIMUM EMBEDMENT OF 1/4'0 TAN APCON CHORS OR 1/4'0 CREIE-FLEX INTO CONCRETE BLOCK UNIT_IS 1 E/4' -- _ - - "-- --- - -- --PERYITS_IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHAD.BE AS PFR SHEET 13, - / (7/8`)INTO TETE CONCRETE BLOCK UNIT.NO �� �^R .. . /�i FLORIDA BUILDING CODE(High&Non High Velocity HUniccne Zone) B.2)3 4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED .. ...�f EMBEDMENT INT}STUCCO SHALL BE PERMMEO. 1/4'0-28 SS SCREWS U50 SHALL BE 1 1/Y LONG • "r iy sr MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WADS WITH NO STUCCO, VkCENs ••.•fU mzoln nTNxo wG. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 8.3)IN CASE THAT PRECAST STONE OR PRMAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, �w�� n1 n��N+SH �p �MIp o3JTo/HO ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 7t. --'-^-�- Z�T:l E 4 O iNC� FtLL�M/ 6 JTRULRCIL YVAP. Oitt SHALL BE AS INDICTED ON NOTES 0.1 &B.2 ABOVE. �O:••.� ;+*ti 1RUT TESTING R ENGINEF321NG COMPutY 70M�%' T use Kvc x..Sl,sr,sut Vew ri<aua WcSF FNLI BCAttI FL 3U13 15-014 '~ Iln+.(eGQpiiNe]6.Fm t I70e7En-iRi Hk 16M-Bt3-03T1 b1� A t`,, n-ma4 6coLarm ntnrMo167spasulMaeun GAAWIIIG N. r�p� '.� fl���,•'•v�� EG-OGG6000071fI _ //�////A/ t • - FLIER Ilc H 167 tr SHEEP 1 OF IJ 1 I I I { { { �murmP`W { (J)ROHS OF { lrrn { ' ELS I I/4'0 H040 ! MKA I }`,p FA.SPACED 1 i { O V O { JAI APART ' �-' -� I O , IN E07H ; { I ; Z-CLIP EACH SIDE TABLE 1: SOURCES FOR & 000 I aRECnONS. I I , ,_ ; i OF MAOOw(SEE TABLE 1)SEAM ' QPIXW � { OO { SS�IA7's ' I m { TYP"PROPERnEs Sr'�D L34� SIBIO NMOW1Ll£ 000 I KNUCIO.E { { kttE11E1k'F IpLaw 00000 I (7TP) i { 20 f LONN JIM M LEM OJf JIM 000 { I •. { 000 ANG SPEMM GPAV1rr AMU 0792 0.011 m/ki 0.043 mr' I 000 { t4wDOw u�:rA, TENSILE MED STRENGIN AMU 6638 8.400 p.aL 9,500 psl y qq y PLE MWAL SIRMM AT YIELD AMU 0780 12500 pal 13,400 P..L i I z 3 I I e 14Yd FLEY08AL UMULIIS ASN D790 340.000 p.e.l 315,000 pal ' 1 Opo' i 2 I I 1 (+W'J m SNAP-PI END 1 ' L OF NSNfXJCLIP �7TON NOMM ROD ASN D256 to Fr-Ib/In 17 FT-m/In O . CCL,• (SEE TABLE 2) rn9r tx19feN(e .'eenMhcr i. SMOKE DET4fY ASTM D2843 472 X 64.5%MAX i RATE OF BURNING AMU D835 C-1 CLAW C-1 CLAM S I SELF L0NMON ASN 01929 1040 F 980 F SLAT WJNDOW ti i I SLAT N1NDOw ao60'rNcx ASN 0155 Z2i U4 i i ) N4�HEM7Nc 7ENME SERENON AFIER WEATMMG ASN 03e 9302 p.l 0840 PAL KVDOW(SEE 1.00°" { TOSIE SIRESS 80;AE WEATHERM ASLY 838 84e1 pRLL 8880 R { � { �� Aw.. (�' { { -MAX(2)KAVD Ys NAY BE IN ONE SLAT SPACED N I 14 { { A MlNWUN OF 24'MART, iE77El 12"E//AL FROM { ' m { 1 L SOF SLAT TOP&BOTrON. -6A sur Nusr Et>x LNyrAum Du4car TABLE Z SOURCES FOR ' rmmY TO PIECESr OR(f AOR AT CORNERS ' O i i-- { 20 OF RODUCT. COWAW OO P1rrs eNT 7OIL SLAASB.Y/.PMf270a1Or4LL O00 RFFER9Xs® ELNWETAL ( Su7s o o SLAYS fQII V1/P9A RT SPEOTIC GRAVDY ASM 0792 O.D42 m/10 iy ) 00 0 I KN I I l4EWMO n„ M ,_MN 000 I �') I 1 r { A TENSILE NiABADw 0 Q00 ; (J)ROWS OF { (M'K1 m I i d tE YIELD SRtDL•LLL SN D630 11,500 psl HOLES O Y O i FA SPADED I I i { 4040°0a0wFLETMIAL MODULUS AT YIE1n ASTM 0790 450000pASTM 0790 15.900 .1 w—1AW i MLAP { 1040 r i -oH °'0q� NOfpLFD QOD ASN 0256 0.(t FF-1bM MM DIR£C17ONS I moE I 4B'9L11L..!'�ES; ' ' �• 401!0• COETTIaw of Tt dai&EXPAN90N AMU D696 5.5 I { ' 21 Z—CI,IP Q SNAP—IlV F.'M) CIdP =IING TBUIEPATURE Amt o34L8 5oVo?F 1 X10 OE USED As AN OPWN FOR ALL#15MUT016 ® SLAT IIINDOW ELEVATION - lINOETt LARGE A65NE MA LIVE LIDE PV*VM77OHS -- As-PER MIS DETAIL -.�(2)WNDO1/5 wY BE LN ONE SLIT SPACED - _TYPICAL 1A SLAT WINDOW DETAILS 9A` _ ` 24•MART(M4y EYEm rD SLATS) W/ ILUI VIEWING WINDOW & 21 22 CLIPS -- - TYPICAL-AL EBNA-T -- -RFORATED -- -- -1 (SMAC-L-MISSILE-IMPACT1 - --- - - - - _- SLAT WINDOW ELEVATION - --- -- - ------ (LARGE MISSILE IMPACT) 11 /7A FLORIDA BUILDING CODE (FAgh&Non High Velocity Hurricane Zane) �n.`'.•,,.:...,••,✓9 02015 TU-T=D+c. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ,. P;•�pENSF FOLDING SHUTTER CORP. �i1D/16 IL ECOINC. LATE a � S TR TESIINO A ENGMEEWMO COMPANY 7088 HEt6'11EE7 FIIfE ME *.• — Me a.M a ee.403 vnaa 0�40(�n ave WEST PNM I ECC.EL 31413 15-014' n.+•tas7eN-ISA.ti•ry3�11-1311 I'M 1tE10-643-B77i A•,, ATF,OF ;tv .-,nut 16hwOadsem ....rdmD,neNram„ OPAWL40 No .0w As WALTIA®X871 .P.E �� Au eeY.r mmol eoe �q FIDRIM 0 44167 u eu anene 111i,,,• • alEEf J OF 1J 4 • Iu....urull\\\\\ . A � • 2 OF O W/ O ,16 .(1 OR 1 9 4 OR 5 8 (2) W d� )(,,)RLS30, 15♦ °,0,1 2 ♦ NOTES ON®&LOCKING TUBES @ AT@& �gS= UP TO 99' 110 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED 2 W USE .3 AT A�AT 30'O.C. AT 30'O.C. FOR SPANS UP TO 99'. USE THREE (3)QFOR LARGER = o FOR SPAN LARGER SPANS SPACED AT 30' O.G. AT MIDSPAN. COMPONENT MAY BE twit "� THAN 99'UP RG R I STALLED INTERIOR OR E%TERIOR SCREWED TO TAPPED'CENTERPIECES 41 OR®. LOCATION OF�0 SHALL BE AS SHOWN ON TYPICAL ELEVATION. na 1 PROOUCfS YS CENTERPIECES-(4�OR S ATWAT ALL NSTALIATIOHS.BE USED TOP kLOCKIHGMTUBES I ®SHALL BE SECURED W/LEVERS AS SHOWN ON SHEET 9. OR 18 (2 LL1 t ?SEE LIMRAT10rs FOR®ON SHEET 2 1 . IS., L END CONNECTION DETAILS ON SHEET 9 TYC FULL HEIGHT,FOR 6 , (2). O+ Q O+ (C6 .®+ 1 , _ CONCRETE,CONCRETE 6LACK OR ' WOOD-INSTALLATIONS. O O O O + + 1© ' O+ 11 - 9 10 , UNLIMITED WIDTH - - - - - ,��yyp�ICAL ELEVATION �• N. T. S. - -- - - -- - -.- - - ' -- - 4. NOTE: SEE SECTIONS t THRU 3 ON SHEET S. - - - SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ♦♦.```♦`t111P`TI�L/„�'''4, FLORIDA BURRING CODE(High k Non Hi gh-Velocity-HurricunaZone)_ SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. ♦ ��• ' •r✓ �i \ F m20tS m�tO¢+c TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM 4167 PAWPAW* FOLDING SHUTTER CORP. W/1�L IL ECOme. •' / :� TIIIIT 1E50N0 t ENWNEEIlNO CUYPANY TOM IE1WJOL PUCE •6f PA 1 0-M 4 JJHJ ttm Ke sn.a.t■..am.wQu t■.mot4 n mta 15-014 tx tem-w-aJtt onAroa x. 00067tg WALM aN.ca,n t�■1a1M1.1W�ae.ttt Nnww Un 1 44167 . ww■ ■ SHE[f 1 61S r-� POURED CONCRETE OR CONCRETE BLOCK DONNICIM ~, OPTIONAL RUN NOW (NDR-OPTK)mT RAW HOOD POURED CONCREIIE % EQMG t (DDECO Tit£�H 0))AL WALL (SEE SHEET 13) R THICK HOUSNSG (NDN-sTRUC1URA1) % (NON-StRUCfURUJ b 6 t DDD s.3DD'Nm. c MW. ED. HAL• ��/j, (2. ��`' COME"C2 Y j RAIN HDDD �`— ILBW{(rip) U (SEE SH1ET 13) x (NON-5iRUCTURN.) 110, 3'SS.sus.W/ q ' 0.37]'LONG NYLON /76•ALIMI. W /t0'ALM POP RNLP', 13 1 DUSCVG W!A 0 190' ata'O.a 1 - - CONT. POP RNEiS. (2'xt'WAX) y� '�••r` S_ 1 LONG TOP SECTbN 0.BOO' O.fe- .27p' 0 ia'D.C. I r O.D.AND 0.243'LE.AND x0 m. 1/4'0 TAY 91AL17FX 1 0.221,'LONG BQirCM 7A Y tt4 W 1 SECTOR 0.320'OD.AND WEATHER� I NIR.StPARATIDN 1 Q245'i.U. SIRIPT4ND f/l POURED CONCIEM r0 G1/S5 Q OR !E]DO 414's x 1'TEN i gyp) Siff(OP) Lc` OR CONCRETE BLOCK (SEE SC=UtE ! or 5 CONST ROti fRatx>Cis I SCREW at tIM z0:1' 1 Is'ALUM t oI wA11 RE010PED. ON S M 13) C1a11E-RE71 w/1 31" I 5.5.NS w(m NUT& POP'Fd&M 1 19 t e t +n"+y WE EMBEDMENT O 6'ac. 1 WASHER O 4.O.O. 0 1S'O.C. t or "C•J u�rt 48 1 �j t I POURED CONCRETE 1 IAN.SEPARATION vWALL CONCRETE BLOCK 1 TO 7 t ®Tr (SEE SHEETULE . ON SKEET 13) `CY yOj I MyN,SEPARATION E •z ( TO GLASS POURED CONCRETE Oft L REQuaEDCONCRETE B� R ! (ON SHEET 1) ,yJ),ar El C 1 C2 I 1/4'0 x 1'TEH ` t (SEE SHEET 13) 1 SCREW OR 11'0-20'x1' F•3 b 1 Ss.YS WITH NUT& . WASHER O 4'.0:0. /10x1'ss.S.Y.S.W/1/Y{ T 1/44*rfW RAM ) x1'LONG NYLON DUSMNCS :(S.EE CED Ct (7YP.S(YTTr71t),Al10 3/4' R 1JTE/Etca SHEET 13) LWG(Typ.TOP),. ,AT WALL_ FACE MOUNTING INSTALLATION COP6TRUCTIoh PRODUCTS 1 13 ' ROLLER HOLISHG(TYP.) ry cisem-fm W/1 3I 4- SECTION L WN.E OEMENT O 6'O.C. 1 WALL FACE MOUNTING INSTALLATION OF SECTION 1 GROUTED eLocx nEg1ARED 1.oDo 2.500 Wt1 1n A°" ..�.. .— {tt0#.fe.�POUREO CONCRETE law EMS EOOSTWG NON s1RUC1Um . j WALL TIDY(OEcomim SLL) O s ANWOR _ STAGGERED. ANCHRR SPA DECORATIVE WALL TRIM TRAPPE HOD DETAIL MOUNTING INSTALLATION. SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE {- A.S.0-DESIGN PRESSURE WHO @ +65.6, =§O.a PSF----- -- -- - -- - -- & CONCRETE BLOCK �>�w) i Pjl ! FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zane) SCALE;N.T.S. Q` �"GEN •• ✓ip�• 0 20 13 n-�sem- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ar-ALL .�._. 2'"'�;' �� SOC•'•,� _ IN TIONC; * ED. = eocE DISTANCE �,!� r R� 03/10/15 OTE FOR GOMRINATION OF SEC SEE SPECIFICATIONS ON SHEET T3 _ � i r TIL E C V tNC. fQIDING SIIU(fER CORP. DATE t-h1DUNNG SECTIONS A CAN BE COiAEONED ( ) { RMTREFY PLACE W ANY WAY TO SUN'ANY INSTALLATION. -4 5 at.s4p�I+NxEaReNuo>CaOMri mN1Yw TPWL P WW--6aAA 13 b-014 PR 1 rsn.r,Gm1u�-�51i rlrrx rdC.geFxtts4eam DRAWmG R- es, a 7L -maR 1OW67 aol.com t SEE LIMITATIONS FOR ON SHEET 2 � � w VOIJER� tRL1E1.Bk P.E as r � mr ac a rscoms. mx T.D.a i 44167 ®+rte wa,s x SHEET 5 W/3 41"141011111"ll, 11,O x 314 IBM SMW DR tµ•:3/4' W75 W/Nuts a WAID0 O 6.O.C. 0060-THICK 3S. TI POURED CONCRETE OR R0LtET2 HOUSING ' MN.SEPARATION ! MIN.LpZs SEPARATION COtiCRE1E RE�IXIIRF=WALL % OP ION&RAN HOOD r-(5m To CHmUUE { SCHEDULE 1 Or O 1 C4 EO. (NON-SMUCIUR.SL) ' ON SHEEP 13) 1 or (SEE A T ON SHEET 13) 4� (SEE SHEET 13) fe/SOs3•SSL SUS W/t/2f ALTERNATE 3/ 16•ALUM. 1 '�v, A.TEfWAIE 3/16"ALK .x3/4•LONG TIT BUSHINGS POP M.Cs o S'O.O. �PMAIL o 5'D.C. ) AND I LONG Dyp. AT BOTTOYM).)O(CEFL AT ROLLER WAR.I t — ■. HOUSING(11P.) I (' •a +1 0.855 f(TtP.) n<y ut 9 ^X EO.EO g 3/16. POP PNEIS • / ' O 10 6G,BOUL OM SIDES RIVETS9 e 10`O.C.4.0 BOTH 5ffiES LEG B AN 3/16'ALUM.POP ORD"TION 8 RIVETS O IV O.C. /10 x3'SS S3IS W/' 0.373•LONG NYIDN .0.163" BUSLWG W/A 0.156 ( M270AIN.3/4'PLYWOOP LONG S'ECfION 0500•' ION.SEPARATION LLTNAFAII REQUIRED PLYWOOD Q 1/2'MIN. REQUIRED O.D.AND 0345 I,d.AND �u 0.223•LONG BOTTOM {�SCHflKt[E SIRRFPPNNG El t ar 13 /tJ4•i TMCONS OR rT `9, d SB:IION 0.320.0.0.AND ON sum 13) SIDE(TYP.) �t n. ANCHOR WASHER h MITTT0 10'O.G 02/4�6,�•EQ N •) FAO1 SIDE. 1/4"THRU DOLT W/ 1/4'f TAPCONS OR ?Ci WASHER h NUT O 5.O.O. POURED CONCRETE OR CFM-FLED ANCHORS 6'04- CONCRETE BLOC(WALL. J ar REQURED 2S4'OR 2'Sb`A/B• POURED CONCRETE OR 5'x35ctJB"!Otis-Te CONE. ALTERNATE 3/16'ALM. ,cy,t 606]-1B COM.AWLL CONCRETE BLOCK WALL "113 ANCLE ON BENE PUIE .1w ff m O S"O.C. 'C7' Mae REWIRED AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTiN SECTION 5 INSTALLATION SECTION 6 MAX.A.5.D.DESIGN PRESSURE RAnNG= +66.0, -66.0 PSF 1,{AT{,A.S.D.DESIGN PRESSURE RATMG= +66.0,-66.0 PIF s •� �$S"mitiPOP s W0 , TOA " ^•(SEE SCHEDULE L� ON sNEE:r 13) j &ANNCHOR ®ALTERNATE LEG f lig ""'EQ- "'EG• ORIENTAnoN (SEEER1101sIFFS 03 (5(E 13) . &ANCHOR A TOMWME DMEMQION 1/4't x 3/4•TIXS SCREW W/ ul d ' POURED GONC�EIE OR _ _ 5/6•WAs�EA oR 1/4•x.3/4- CONCAU3E BLDMOK - ��W/•NUTS a 6/6--WASHER O_REQUIRED _ w - BUILD—OUT FACE MOUNTING INSTALLATION � SEC�N 4, - (SEE SHUT 13) o R4 0�x 3i 3/4 BOL�%..HLITS POURED CONCRETE OR O 5J8`WARIER O 6.O.C. --- _INSTALLATIONS DETAILS INTO CONCRETE �`�K` & CONCRETE BLOCK UILL)-OUT`FACE--MOUNTING=INSTALL-ATION�_ SCALE N.T.S. Vii' 0 A 0 0 FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) `��'P�,..••••••••.,• �� ®2otsTlLTEmHTIc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ORAMOf. NOTE FOR COMBINATION OF SECRONS: * E.D.-EDGE DISTANCE �:'vGENs�.'•.•. y 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C �' -`'.�� m/ta/Ls IIN ANY WAY TO SUIT ANY INSTALATLON. e-Tj- a—'rz SNC. FETOR EMOREI UI 1,Vili". mLtE UkCE s TIU3T TESTING 6 EN NEf311N0 CONP—T p�14l5TIEET�yj41] �5 � -: satpl—. n Woa. ml 15-014 T SEE UMRATIONS FOR ON SHEET 2 �'CLt. . 7y�`• '+�-meat utern�0o`oLmm n-1ssr WESIP-- -pt-d n ORAtILa w • A , ` FL CO-OM771441B1 sv.r mx� +a+ as r m+me pa ®wm wan + S7CQ 6 W 13 •WL ED. POURED)CONCREIE • OON60110N CS RE (SEE SHEX7 13) . 0.060'DOCK SS RCU,ER HOUSING I tWnCWAt RAW HOOD � (NIDA-SRIUCIUML) Y Y NyLm toxs•SS SYS W/1/2"d ROt1Em OAASN-0(IYP) 93/4•LANG KAON BUSH= (TyµTOP)AND 1'LONG(iyP. Gomm),D(fEPT AT ROLLER I HOUSING(iwJ t10 x 1'S5.SNS.Wf ' 8373'L.ONO N40N eUSHm W/A 0.150' POP RRVEIS. IR.ONC TOP SECTION asw 0 16'or— O.D.AND 4245'Ld.AND COW.0.163'x0.270•xD.OW 0.221'LONG BOT10Y ULITNFA6 WEASHFRIVA— SF.CRON 0320'OA.ANO STRD'PS11G FA SIDE(m) 0.243'1d. 1 or 9 t 13 (SFE SCHEDULE 4111 {Ori 333 ON 5HEU 13) v TO CLASS Ior �SCHEDULE— t 1f4M /"�SEX SCREW O R IS"m) •", M(SNEE.SSEPHAERDATUKKLE114/ S' YMo L RAW GUFRO &WASHER O i'O.C. ON SHEET 13) (Nom-s1RlCRIAN v!x f y ALTERNATE 3/18•ALUIL POP KNEES O 1C O.C. OPTIONAL,RAN GLARE) AT REAR. }, (NON-SIRUCNPN.) n� q +c( ALTERNATE%/16•ALU1L • g ALTERNATE LEG •.� n POP FVETS O 5'O.C. n y'� LOCAnON MIH „ AT REAL m (:1 x 3jt8'ALUM.POP RNM ANCHOR omme m C7 .9 L� �D'O.C.BDiH SIDES (SEE SF4ET 13) 3f16'ALUM.POP NlYEIS 9 1 10'0.4 QOLH sm EDGE OF SLAB IF EDGE OF /POIIREO C4 OOLet'LM110li IF ce A'PLMADIE MPPLr-AME REMAIED (SEE MEET 13) POURED On OHM POURED CONCRETE 1. - _ _ Ck SEQU, RED •MIN.F. •WN.ED. (SFE SlREET13) •WN.E.O. T AR PPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM - - - - - SECTION-7A - - _ - - SECTIO�1 7B - ---.-INSTALL-A-T-IONS--DE-T--AILS--INTO-CONCRETE & CONCRETE-BLOCK _- - ---- - =- ---_----- - -- -- --- --_ SCAlE:N.T.S. FLORIDA BUILDING CODE(High dt Nan High Velocity Hurricane Zone) R COMBINATION 0 4FCTIONS• # `\\\� •.•• •... � �. 02DI5 TLTFA00Rc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM CRASH H NB E E.D.a EDGE DISTANCE ,tGE{VS :'p , 1— MOUNTING SECRONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) V rntn un �rrn 03/10/15 IN ANY WAY TO SUIT ANY INSTALLATION. a .�. t y y INC. i�IHv SHMM COW. Lvat 70119 HENSIREEr PLACE *.'G,3 J ;*' TILLR TESTNO A ENOINEERINO COMPANY M5T PAUF BF/�Rb FL 33413 aas itlt axf 0.sx 30C Wx4a n+ai d n n P1E tato-5u n1n 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 '� A C Ufa�� •'a mat t7tseoaad.can 1 iii rn•Me1nGw mm DRAWING W %J'••s; WOHER W-0006719Ps- sx r mse. rrx ex.r amwa am FLORIW tla/44187 xr++� wiNr x SHEET 7 OF 1J ' INIWiuNl1\«�� • 'POURED txNtTaie BU= mCONCRETE em +.0 o'wv. (�StNws X a 1/4•.TAPt016 e 9M nee 1a JCIBJ1utE 12)"M X . A1m1o�D1Pa(SPE�.� i (AT t/r.]/r SGI KILE) -0- TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 2 e.G 10Nmv-0 IIT. O O 0--- - -'--------^ __ 0 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS PER SCKMM6067-Ta Ni.TA•• o 0 0 - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF LUBE 1/4y,3/4•TFx sanx SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM fi �®8.17L 1/2•Te.. TUBE TUBE TUBE 17 1211 s4 16NG111 J14"o Td'/ 60' 106.0' 13 8 IN L-TO AUM ANGLE "1/{'R UNCM (SEEAt1°e 2"x4'x1/8' 96' 85.0' 17 10 ANGLE 4•v�•� (nP. 144' 69.0' 13 8 3'.2'a/4i LDP 80" 117.0" 17 10 6061-Te At1Y.ANGLE /1' (sm9CHED" T B _ * FD.1(LiPJ 2'x4"x1/4' 96' 110.0' 21 12 r SPAN TUBE 144" s1.D• 21 12 SPAN TUBE YOUNTING NSTA 1 ATWI TYPIL'AL F�avAT10N ♦!TUBE AT TOP1 80' 109.0" 17 10 %01, ---1 ���!N�l� y 2'x5'x1/8' 96' 100.0" 21 12 's�uG 1, • .SPAN neE 1T7lGII 411r(m) 144" 81.0' 17 10 Ea 80' .124.0" 21 12 ' '81 a4S�" 1�ra• 2'x6'x1/8' 96' 114.0' 21 12 Q r.4•d r.r e. O t 144' 93.0' 21 - 12 6667-Te Niel ANGLE oT ,r.1/st 1ENam Ik VALID ALSO FOR NIOHBCHT TUBE INSTALLATIONDOESHO ONLY WHEN THE SUMATLON OF THE (SEE SMOXILE) eo toµ1Y.ANGLE SHUTTEF(S HEIGHT ABOVE do BELOW DOES NOT EXCEED THE YAx.PRODUCT SPAN Tr 4-. (•.FE Sa�FDUlO SHOWN ON TABLE 1. Y YTABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 7 1/4t.3/4'Ttx Sa1EW o 0 o TUBE MAXIMUM ALLOWABLE TUBE REVD ANGLE NUMBER OF ANCHORS •a•or. PRODUCT SIZEPSPAN SPAN LENGTH EA. END PER END OF TUBE 31.4'N 3W tx 6 76 Ula'/ � L� 60' 76.0" 13 12 ��txuaa� OMMSOME) m zinc.Ux1te1ckkrY. v Ks0 sPAN MBE PER Smm�E 2'x4'x1/8' 96" 60.0" 17 15 HORS VvP3 M txmutln Co c (�1a1Ps CP 1/4y TAPaNs 144' 48.0' 13 12 BLOCK WALL °® ANCNQm(nT.)OaE Sam4� TYPICAL ELEVATION (TUBE AT BOTTOYI 80' 87.0' 21 18 SPAN TUBE MOUNTING INSTA 1ATION s 2'x4'x1/4' 96" - 79.0' 21 18 SECITON Y (e) 1C.J/4•TOs da[w ' "'Ts 4 1n. SPAN Tm Uxm 144' 65.0' 21 18 AT Y=LQNVNmri1r. air w 3w v r o-kt/s•lectx 6tLas-Te Atui ANGLEtr t 4•e <6TE SamxE) Pe+xc�ot1 t/y.ny_ 80 77.0' 17 15 som 2"x5'x1 8 96' (m.)(SEE sclmul;) a O T / � 1�. 70.0" 21 18 57.0" 17 15 8D' 88.0' 21 18 O1 � 2"x6-xi/B' f 96 81.0' 21 18 Z Z E••� a� 144' 66.0' 21 18 1/{y x J/4 ° ° o I o - - INSTALL®TIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE UAX °P'°` -------0 0 o OR GROUTED CONCRETE BLOCK WALL 0 0 -------- 6667-1D-ALLOT -- - _-p_ 0- O__ ____ ------0O 0 SPM TUBE PER 9UmxE SCALE N.T.S. - - _ ____ __ - IIIA%.A.S.D.DESIGN PRESSURE RATING- t72.0 PSFFj 35J'tr ALM�MGLEa06T-la �� to FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) (SLE SCHEDULE) '��GENSF''•.P ®201]mTEro me. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ' e a s POURED FOLDING sHUTfER CORP. °'/;°�t5 BIDPX ixY1 PEGVPtD Pa{Ma Wan - • ' - 6 314's J'a1•: AUX Ar T LUT TESIINO R CNDINEETdNa COWFA-W 7otB 1 E PLACE ()1 4'[J/4'IEx9 aYJE`e lE1+OM e061-Te AL1Y.NMAE / AT 2/61;1alIDIU01141Y. (sE salmuE) TYPICAL ELEVATION (TUBE AT YIONE(OHT1 J a m50 pr 1 A �1'm "'aT�1�R.33413 15-014 .•.� ''�� -moB:OlKo9ad.mm -fdd tINTTNG WSTA 11TIRL' t SEE DURATIONS FDR ON SHEkT 2 �Rf • •'. � 1H-0008719 N'�10a"'°�O0"' OMWINa NP SE"CitOM Z 4 WALTER U. wlai •�•� •�� tn` Iy ` I anw a s"m e OF 1] D • 1/4'0.1 3/4 W.EM. 7APOWS/CRflE-RF)1 (SLE SHEET /-•FJ65nH0 CLASS ,VICHORS•18.O.a 1]) � `/ E7OSfOR:SIRUCRRSi (SFE S W 13 0 — \ 3/1e•POP Rets OR ct~xrEmwMn�s * /4•v..1 3/4- 1/4m.3/4•,EKS o Dm.7 //ac�E not / 1 19•o.a 1 1 1 115•POP t 1 t or 1�t or f 3 1 oror t 5 roa o 1e•as• WALL DACE 1 90.0' 90.0' 2 I' END CONDITION 90.tr av// ii� % 4 SH 1e•oc OR 5 r (x)®•30 0-M O .J EXFERIOR (ME NOTE 1) (v�a 30'O.C.0 wow, Inn O 7c 29 \ 1 s((3) a Jo 0.G o (3� 3 030 I� 1 HORIZONTAL SECTION 20 �°W� � 1 'CM . = t8 HORQOMAL SECIgN SCREY 1U11'eE liSp11ID �y�DT Emm enEmon Oq E MOR) ( EKIMOR) iH,naoH oR Exmaolp /15'POP RN= 605•_Tn CONT. I OR 1/413/{' 1 31C WY VARf AT Lwsr sAr AT TRAFYED nEsrAtuTlons 4 OR 5 b°"'1°0117T'N°E 4 OR 5 rocs o 1e•oc. - I 7APODR/C#IE-FlFx SHO DyV�E_ SHO \ 3 i g'E LWRA110ft4 FOR©ON STEfr 2 ANO��1ey11MIUM A"°mslwo esmu uroa _ ��/ E1057510 S,RUCIURE .-. 21111/8•COtd. BUILD—OUT 1iot�L 5053-te Ad1fN Oxo E EQ En END CONDITION 3110 pw R>ym OR 1/4•.3/P MG CR ExmwO s7RUL7,Rs END LOCK ANGLE NI FS 40 12 O."s w1 END LOCK ANGLE HORQONIN.SECIg11 HowmllrAL stcnal NOTE-1 2•.2 .1/9'6De3-7e 1/4'.3/{'1Ex oNe ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR Hr. *oy-1 N 0°n MGM SM.RMECEm ro Ot, (2)�O b•O.a O CFN,EAPIECE O 8.O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A NmsP m 7o e9• SOLD THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE'f1P SHALL BE SQUARE, -w1 i(3)M• 0.357'x0.357'AND rr SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oa o NnISP roR uP 10 t44•SPAR OHOHe INTO IT WITH A 0.120' o.d. HOLLOW PIN.. THE BOTTOM 1.100. OF THE TTP SHALL BE 0.363' DIAMETER WITH SCRLW NAY EE 967ALLS) A 0.200' LONG,BEVEL-TOWARD THE-END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM NrErtoR CR DOoaan) OF THE TIP A SQUARE. 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE ® E A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONSHO (1)PIECE, 1.375' LONG, WITH A 0.366'xO.366'xO.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. SOLD THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 ) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. ( R)oR 4 OROR o5 SHOWN - — - - -- -— - — - ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL ```\,`(`�\N+P TQ (1;/� ' HOMOMAiL SECnCN - - - - - - --—-- `�V .........LC.•,,/ �� FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, _r ®10ts1E]EOOINC Wx TITAN II FOLDING IMPACT PROLECTIVE SYSTEM 0R5er: AA" L N0.48167031101,5 IL E C O�Nc. FOLDING SNUM CORP. 01TE CONCRETE BLOCK & WOOD (AS APPUCABLE) n,N ,o t EHU,HEERINO OONPAHr n SLIM P, X13 •t4 av RW]mca_A wmn mrooe< 15-014 �3�, 5 xy e.m�oolmmoosm,-,>„ -11 . oRAmxo H. E9-Oo067,u ar.. �A me we.. mrs,o� WALTER h 7111 4.4 P.E FLOESM Ua 4{167 .Y.6'b a 9EE7 9 OF 13 �Au�maAi NHX.E A� �p PER SOCTION 4,SFEEf 6 (2)3/IB'POP RIVEM 2 1�+ EICH OF 2'X YANGLE �LEG MW F ACE it17.E AWT FROM Ofs" vs 910MM)OR tDMurafls � °PEtOR4RmOa DT0 ANCHORS, 4� LURE 19 � PER SEG710N 4110UNT,s,,¢T 6 (2Wi tEb)3/16'POP Rw_m & aF z,.Y AN= AVErmin MALI. EXTERIOR ELEVA7tON OF ��ANDT ABOTH ADEJ �PLANYIEW A-A OPTIONAL SIDE ANGt F / M 1 1/4•X PER uRiL a4• (FOR SCO4.SRS6) ,eyt//2o75qT4 -Y RNES Mx.ISERa TOP @ • npE .BOTTOM OR TO Nut 0!RE UMM) (a EL ANGLE ubEtat Aro TO SLAB EL B 1/4'X Y/3/4' ® t74PCOR5/OREIE-fEEat' � INY 6E FAT ANdgRS l 3/18'POP Rh£)5 OR EXt9iN0 STRNCIWiE Po •12'O.C. :';• 1/2'MRL CORNER POST E OF CONCRE•IE RE �����X2]tMETR�p sm - .=CM Al R1P.t _.... _ _ - _ _ '9 END PM=MAY FLIT AND MrFOU=ADS) L^ END'OR L END -TRAPPED END 99RNER POS'' CONDITION W f FLAT END 11MONT&SECTION! t``tttttltl �lSi'�Jq���i _ -- `�� FLORIDA BUILDING CODE(High & Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. � ' �C EE Sir am"or 10"Is T CO° TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM NQ.44161 �ILIEC XEX�� W/1D/,S CONCRETE BLOCK & WOOD (AS APPLICABLE) --�-- '*= Q mg. FOLDING SHUFEER C'• °�'�EEwNa couPANr H96TFW PLACE Y=PP3uE3 15-014 1at ERfEIb�tti SRNFf4tbOo-m.Ea�$1+i9t _ ONOYMO No S` ."��v�-4. �-mca:wecoenoLeara • EFN.TER Jt �qq,��tfPE aXr �� wt rn:r ®ra as FLOWDA lk. 1416) m W wNx X SHM eA OF,3 4 'i+o WALL FlN13t `us w�. OPDONAI.WAW HOOD .v: (NON-STRUCn1R40 WALL FINISH . 0.060'TFOCI(S.S f10ri'SS.S.M.S.W/1/2.0 x3/4' LONG NYLON BUSHINGS(Typ.TOP) ODNNECIION C2 o ROLLER HOUSING AND 1'Low(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(TTP.) 0.060'THICK SS.ROLLER HOUSING ^uZ1 ri;•-;.pd.':h r, (2) �I ��� �9s OPIIONN.PANUCr HOOD NYLON � >,}i: ROL1F7tS (NON-STRCNWIL) 0.8550 � 6 2X4'CONT.WDOD 'HEADER RED D. i /10 x 3'S-IL S.U.S.W/ 3/16'ALUM.POP .4, 0.373'tANG tGYLON COFIT RNEIs,O 18.O.C. :ya' BUSHING W/A 0.150' 4163X0.270' O1111E}r01711 C1 , LONG it IY D OSECfgN 0.500• x0.030' •t r. W ' 245'Ll,AND 0.22]•LONG Comm =mm1 Or SEGIICN 0.320'031.AND 57R1PPING FA ® t �. ••{ 3/16•ALUM.POP 0.245'Ld. 9DE '�� I .) �•) kW -- NEB.O 18.O.C. lO GLASS ON 2'x4HEADER REQ D I YNTSEPARATION y (SEE SHEET 1.0 I or (SEE EET ULE- 13) 1 Or . DH SHEET 13) ®t ®t � 2'X4*CONT.WOOD 1 ' PLATE R&I WALL FACE MOUNTING INSTALLATION f=" SECTION 2W (TOP) 's 1 n - ' CDFiEcnw C _ WALL FINISH- - WALL FACE MOUNTING INSTALLATION -- - - -- - - SECTION AW_ INSTALLATIONS DETAILS INTO WOOD A. ILz FLORIDA BUILDING CODE (High @ Non High Velocity Huaicane Zone)- - t SEE LIMITATIONS FOR©ON SHEET 2 et. ®2015 T03EOD INC RNWN BLT yam; ��CENSF'.,: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AX./ILL NOTE FOR COMBINATION OF SECTIONg: _ ��„ E C O�IMe. FOLDING SHUTTER CORP. °'/DA1E75 1-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 1- MOUNTING SECTIONS CAN BE COMBINED = = T1,59 FEY511EET PALE BE HAVE A MLN. SPECIFIC DENSITY OF 0.46 OR EQUAL TILLO TLsnNO a ENGINEERING COMPANY WEST PALM 6EACF1.FL 33413 IN ANY WAY TO SUR ANY INSTALUITION. A.•[3 }7 ess as xa.a,a.ana ma crew,a vu 1$-014 1L`� w... (]Ox1x)I-.mI PH:1000-60-6711 4�OAC'•.FL R1��' `��� -®m-OOM7 ml.com ....T��w�L.Acr.fam m�.al o.a DnAwING Yo WAL7FR A.TDL1T J.P.E •�' "ry s16Eyy 1E F1ARDA LIa f 44167 `Mw • SLEET Fo o:u AAAA �/V sEAI.Y •`, 4 r ' 1/4Y x 3/4'TEKS SCREW OR 1/4•x 3/4' DOLTS WJ N,iTS 6 WASfIE7t O ,4_; 4'x8'fM'a)EX1S(WC WOOD BEA OF RBOSQSTI.a"TRUCT BEA TO E BE 7 CERMED B W REGD13ISTERED O B yy F)TCPROD OR ARCHITECT L . y,gy EINE{ �7�5 6 t SEE LTNRgT10NS FOR ON SHEET 2 TO RTOOl1CT NSTAWINSN 2•x4•CONI. u D NEOM OPAONAL RAIN HOOD NO FOR COMBINATION OF SECTIONS: REQU : EO. (HON75TRUCTUR&O 8 /ta.s•ss SACS w/1/2•4:3/4• 1- MOUNTING SECTIONS CAN BE COM13INED CONiFL'IR�1 C5 LONG tM.ON BUSHINGS(Typ TOP) IN ANY WAY TO SUR ANY INSTALLATION. •• ANa f•(ANG(lyp.BOTTDn),D(CEFT AT ROTLEA NOU'9RC(TYP.) NOTES: RAM HOOD O(NN R ON- UG11A ) i-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERSTO -• (� BE HAVE A MIN. SPECIFIC DEN5RY OF 0,46 OR EQUAL �n ALUIL � i s of I Ii JJJ11 8 O O OYOSECAOtI 0.320"Ld.AND 022r AND O NNG o E�T i ---"_} - f0 x S'5,5.S.LLS.W ONO T LONG TION L..=ALTERNATE LEG, -PD RADS. I 3/16'ATS, LACATgCOM. AND . (SEE NOTE•) 0.16Tx0.270'x0.O30' ,) 10%SEPARATM STRIPUCIPPING WEATHER TO GLASS ' SaTuwic FA.90E 0 Et� Hex sEPNRAT1oN �8 YIN.sEPNi7310N "m TO CLASS _ 10�� (SEE SCHEDULE t or 3 f 55 :}rY' {��,�� ON 5}1EET 13) gi 5.y{ ON SM 13) J •Or ! y ®! W ` T or ! ALTT30 3/16' ALTERNATE LET'' 0i (02-O L CT GUAM POP RIYEIS O 5'O.C.0.0. 4Y-_-- rNOTE ") {HON-STRUCIU.RN.) ALTERNATELLEN AT REARLOCAWit--'i� (SEE I (SEE NOTE") -_,_11 ALTERNATE 3116'Awn. '�--__-•y- I 11 L��UJ i I 1 I 1 1 POP AR. O B"O.C. I 1 • I I jl • �AT REAR 1 II �1 -„y- 1 2'x4`cow. i•`-_- _.,__'.'_T"", tIt q n, ;n w:.'i ao •Z, } WOOD KATE REQIL I aT g '.t y 'O B i:13 1 I ( 1 o ni 3jte"Ala 16VETS � ' 4 a 'ri O 10'O.0.BOTH SIDES w ^ 3 .:{,�;.,•;�'.; N 3/16'N.Utd.POP RNE,S O.C.BO1H SIDES ES 11 L'a. R7, l.._.- 2'x6'1RN.wow EO wpap cow. '!y T/4'0 x 3/4'TDCS SCREW {NCO FlNasH AiLDwm) _ __ _ f 4"P x 3 4'TENS SCREW 1 I µ:• OR 1/4'x 3/4'BODS W/NUTS . ` / / REO•D. ' 1 .. k 5/8 WA5HER O 6'O.C. 00!!E'Lam C6 W/5/8'WASHER OR ..:r. 1/4'x 3/4'DOLTS W/NUTS h o;Y 04 WASHER O 4'O.C. I I ;v 2"�,Ep, 2"ITN,ER C3 WALL nNai_ WAIL RUSH + _ BUILD-OUT FACE MOUNTING INSTALLATION- __ _ TRAPPED MOUNTING INSTTALLATIO ---BUILD-OOT FACE MOUNTING INSTALLATION-- SECTION 4AW (BOTTOM) — -SECTION--7W---- -- --- SECTION 4Wtmu(((w,j„�� do A.�•� ,,� FLORIDA BUILDING COLE(High Non High Velocity Hurricane Zone) FOiAtN6 IMPACT PROTECItVE SYSTEM T)TAN',ALTERNATE LEG LocxnON AND ANCHORAGE TO WNL SHOWN DOTTED �� ;%\`C ''. �zats nLIEaOSYSTEM . • AA./NA• l. o3fl6/75 INSTALLATIONS DETAILS INTO WOOD • ” � 1R ECa.N� MnING SlltlrM CORP- 7M SCALE: N.T.S. e:2' *_ ., ACE mow.�ate. &ENGINEERING couPANT mes eMoT11r & GEST PAW 6P-6 FL 17413 om>nl-Itis.Im,Cm i'+Im±'rm Pe mac-60-Ml 15-014 rmaTE 6TtamOaps WALTER A. Mof�ndnxntda4grlMWxcaen dGWA6i!(. �iK'`•,n_ C�0 0, '4y�.� ED-00067,6 �x.r meta .rt v. omry m MMM LI 441674` MEET!1 OF 73 "7 JliTllll - ^ YmTS sSEE SMCXU 110NFy� MIN. 70�C1 ss N OrBle �(W SHEET )tn -- . (SEE ON SHHLEETEET 1 13) . .� 3) W v �n OPROIW.UCT fm CUP 5 I (NON-STRUCTURAL) 1/4•f x 1'1EK I ALIp TE 3/16•ALUM. a SCREW OR 1/40-20'x1' POP RME15 O 5.O.C. S.$.MS WITH NUT a AT REAR. WASHER00 4.O.C. n SD 3/16•ALUM.POP EIS O 10'O.0 TIMI OLS • EDGE OF SLAB i aj IF ARPUCABLE _ EDGE OF SLAB ALTERNATE lE0 kI gg a�3 OWEL7gN 0'7 F APPLICABLE ANCHOR LOCATION Fy (SEE NOTE') ci 2'x6•MN.WOOD DECK REQUIRED - (NO FINISH ALLOWED) CON14mpN m EDGE OF 21 Mm.E.D. . SUB IF EDM OF 2'MW.EA. APPLICABLE SLAB IF APPUCABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING,INSTALLATION SECTION 7BW (BOTTOM_) 1 MNL EA 1'MIN.ED. NOTE FOR COMBINATION OF SECTIONS: 2DECKIREnwRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2•x4•RM W000 TO GLASS NOTES: PLATE RLob. �(��1J SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO .. / BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH ' (3)5/16'0 LAO 2' 2-SEE SECTIONS 6W& 14W FOR MAX.A.S.D. DESIGN or®? 5 a SCREWS r/2 t(//2��, MIN. �- PRESSURE RATING & SPANS 'o" t••4•x 1/8' b PENflRATION AT MDMADiH 6063-76 CONT. (27 O)'RAFIER/DM1ISSES W I ^;< ALUMINUM TUBE 0 1/4 514•( No z(MOD 1/4'0 6)FLIT TRUSSES OR RAFTER 2•x4•ILK WOOD PLATE W/1/4Y D.C.TEN AT 24'O.C.YAX SIDS O 16'D.C. `1 :_ 4 SCREWS O C O. m 111 1/4r BETW( )FLAT 00 .500• . PLATE W/1/4'0 xl•TOC SHREWS O 4.OA.m (2) R 01 TNDS ORT CRE(RETE-ND( BE[WEQI iRUS5E5 ANCHORS 0R+14 NDS W000 SCREWS OR 1/4'0 e B EDGE(IF APPUC OLE) NDS LAO SCREIYS AT MIOWIOTH OF EA SND W/ - 2 1/2'MN.nW AOED PENETRATION INTO WOOD t NnLN 1/4'MA)L PLYWOOD EXISTING SOFFIT SND -,`' SCREW OR 1/47•-20 x 3/4• (ROLLERSE - . --/IOxr Ss.sus W/1/2ti x3/4•LONG _ WA BOLTS 6 O.C. e O.BSS.(IYP.). NYLON BUSHINGS(Typ.TOP)AND 1•LONG '- �t: 1/0'f:3/4•TEK WASHER O 6 44 - --;10•x-3'-S.S.-S.Y.S.W/ I_ _ 8 ' (Typ-)BOTIONQ,ExCEPT AT ROLLER HOUSING - -SCREW O 6•D.C. 0273•LONG H/IDN --- - (TTYYpp MOUNT TO WOOD STUDS MOUNTING INSTALLATION s""OP W'A0'350 I - _ - - - INSTALLATIONS DETAILS LONGTOP SEGITD„D.500• N�• - - - - - _ SECTION , 1.4W BOTTOM) O.D.AND 0.245•Ld.AND 0.,63•x0270- 0223•LONG BOTTOM MINSFPARA70I xD'Q10� MAX. A.S.D. DESIGN PRESSURE-RATING---+60.0,--60.0_PSF SECnoN 0.320'O.D.AND ,�aus AFRAR T INTO WOOD ,A„IIIIINIIIIF,,,F, - --- 0245•Ld. (SEE SCHEDULE STRIPPING EA. 0� ®t 0” SCALE N.T.S. \\\\ .71 ��� FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) (tYP•) ON SHEET 13) I SIDE(ETP.) 02015 TIUMO INC. MAI"By- EN '�CENSF'•,p TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Aad — 0!/10/16 �`�" I�L1E 0 IMC. FOLDING SNUTfER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION = 5 ;*= 1-nuff TL611N0 a uRaNEE16Nc caMPANY 7TP NObIPFETPIACE is-oT4 ev6 Kr.Sea.sl.GI.ep9 W1taN,xl+t«t,n.Shea WEST PAW BBLOL FL 3x13 SECTION 8W (TOP) '°�''•• F T CP '`�, "`". ,uL H.aal'�"-„M �.:�E m auWING Ko IT MAX. A.S.D. DESIGN PRESSURE RATING +60.0TA U. , -60.0 PSP i rFLTIf 44 44 18677 AR IL/ ®,sm mANx t� SHEET E-11, 2 OF 13 (ELf111111U\\I MAXIMUM WIND pRESSU�(p.s.t:l CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND.CORRESPONDING MAXtI/UM (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/Ff) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ;QTS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK _ FOR SHORTER E.D. (2` FOR A, 2 i/2" FOR 8 & 2 1/4" FOR C ANCHORS) WD U Am SM�' A uAi.NinMusla CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PJiE55UtE -Amu -°�� AT W CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK L+7-t 1�ss m Perna •eonm TYPE SPACING TYPE TYPE CONNECTION ANCHOR TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib ft A B C A C E A C F to lo/n 9 425 LB/FC - 8 LB fFf 157 LB/FT, 134 LB/FT 256 LB/F7 397 LB/FT A B C A C 35 pat 100.0' 100" 146 Ib ft Ci _ 9 417 LB FT - 388 LI3FT - 134 LB FT 6 473 LB FT 418 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT Ci - 144" 144' 210 lb/ft 12 387 L8 FT" - 334 LB FT 186 LB 142 LH FT 271 LB/FT 3.47 03 FT 6 461 LB/FT - 418 LB FT 2q2 L8 FT 60.0 60' 100 Ib t C2 12 375 LB/Fr - 334 L8/FT- - 142 LB/FT 40 pst oo'cr 100' 167 ib ft 6 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 360 LB FT C2 9 417 LB/FT - 362 L13/FT - 190 LB/FT 1444" 144`. 240 Ib ft6 525 LB/FT - 419 LBjFT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/ 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60,0' 60.0' 115 ib ft 9 390 LB/FT - 309 LB/FT 157 L.8/FT 134 LB/FT 257 LB/FT 329 LB/FT g 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0" 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psf 97.0' 97.0` 187 Ib ft 3 .813 LB FT - 572 LB/FT 326 LB/FT 304 LB/FT 4418 LB/FT 631 LB/FT 3 760 LB FT - 572 LB/FT - 304 LB/FT t 15.0' 115.0' 221 Ib ft g 466 LB/FT - 370 LB/Fi 157 l B/FT 134 LB/FT 256 LB/FT 393 LB/FT 144" 744" 276 tb it C4 6 592 LB/FT - 448 LB 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0' 125!tr ft /FT 236 LBjFT 2q2 LB/FT 357 LB/FT 483 LB FT C4 6 581 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 8910' 187 1b ft 3 972 LB/Fr - 882 LB/FT 389 LB/FT 384 LB/FT 500 LB/FT 753 LB/Fi 3 g12 LB/FT - 682 LHjFT - 384 LB/FT 50 psf 100.0' 100.0- .208!b ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT - - P9 226-LB/FT 224 LB/FT 83 LB/FT 120.0' 120.0' 250 Ib ft C5 6 421 L8/FT - 334 LBjFT 122 LB/FT 125-LB/Fr 214 LH/FT 155 LBjFT CS 6 339 LB/FT - p - 125 LB/Fr 144' 140" 300 Ib ft 3 843 LA FT - 0 L9/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 881 LB/FT - - X50 L8/FT 60.0' 60.0' 138 Ib ft 9 273 LB/ 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 81 A` 128' 346 187 lb ft C6 6 410 LB/FT - - 207 LB/FT 153 LB/Fr C6 fi 332 LB/FT 378 LB 55 psf 100.0" 229'Ib ft 3 822 LB Fi 975 IB/Fi 648 LB/Fi - - 414 lB/Fi 307 LB/Fi - 120.0- 275 lb ft 4 289 LB/FT 301 LB/FT 183 LB/FT - 114 LB/FT 153 L B/FT 3 663 LB FT 756 LB FT - 137' 330 Ib ft 4 232 LB/Fr 236 LB/FT - 60.0' 150 tb/ft C7 3 358 LBfFi 402 LB/FT 244 !B/FT -- - 152 LB/FT 204 LB/FT C7 3 310 LB FT 315 LB/FT - - 80,0° 200 Ib ft 2 - - - - - - 305 LB/FT 12 388 L.8/FT 460 LB/FT 409 LB/FT - 60 PSf 100.0' 250'Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FP .fi91 LB/FT 614 L9/FT - - 175.0' 288 Ib ftC8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 L.L3 FT 921 LB/FT 819 LB/FT131' 346 Ib ft 6 982 LB/FT 1194 LB/Ff 819 LBJFT - 530 LB/FT 336 tBJFi /59.0" 59.0160 Ib ft 65 psf 92,0" 92.0' 249 Ib ft 100.0` 700.0' 271 Ib ft MIN, SEPARATION TO.GLASS SCHEDULE ANCHORS SCHMULE OSEE GENERAL NOTE C.2-ON SHEET 1 126" 123' 360 lb/ft- 60.0" b ft60.0" 60.0` 175 Po ft ANCHORS ANCHORS MIN, E.D. MIN. SPACING 70 psf 100.0' 700.0' 292 Ib ft SLAT HIGH VELOrCITY- NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL GONG.C.BLOCK WOOD STEEL 121' 118' 374 ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.0' 59.0" 187 Ib ft ZONE 123 ZONE 4 A 1/4'4 TAPCON W/ ADVANCED 3.50" 2.50' G 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" 387 lb.ft AS LESS 2 1 j2' 1 2 Sj8` 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' 80 Psf 113' 171' 400 lb ft 90 psf 107 104" 424 lb/ft >5'-10" 100 psf 101' 99' 4ib ft TO 8"-3"- 2 5/8'+ 1" 2 3j4"} 47 C 1/4' 0 CRETE-FLEX 3.00" 3.00' n N/A 3.00" 3.00' N/A N/A 110 psf 94' 90' 468 Ib ft 121) psi 87 82` 484 lb ft >8._3- E 1/4" 0 TTW-BUILDEX NJA N/A N/A 1.00 N/A N/A N/A 2.00- 130 psf-- -80" 76" 483_Ib ft _ 3 1/2' i" 3 5f8" TEK SCREWS 70 12'-0" 140 psf 74" 70" 484 Ib ft -- - _ F #74 NDS WOOD SCREWS OR N/A N/A 9 N/A N/A N/A 2.00- N/A 15q pst 69 66" 483 Ib ft -- - - -1 4'-NDS-LAG-SCREWS 160 pst 65' 62' 483 SRI AS DEFINED BY ASTM E-1996 STANDARD. it�tl+tp'f �t�r FLORIDA BUILDING CODE(Haigh &Non High Velocity Hu+iieane Zone) - - AlLQSES + EXCEPT THAT 3 5f8' SHALL BE USED p%yam 02015 nTFca 9L0 TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAWN oy., L+;UMMUM&LOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ,�,` Q;'�G�NS4C A.¢N.4' GIVEN POSMVE A.5.0 DESIGN PRESSURE RATING. .4. 4A& 7A. ~ L-:MAIL ALLOWABLE PRODUCT SPAN FOR A 03/to/!5 FOLD a�RATINNEG4TNE ASA.DESIGN PRESSURE SHUTTER CORP.G FINAL MA%WUM ALLOWABLE PRODUCT SPAN IS *:c3 / /F, v ST'Nn.O.ax..�Givxc w wmo,�s,COMPANY m 'MEST�PALM t iLHEISSIRMT�3317s EQUAL TO THE t9N1MUM DETERJiNED PRODUCT ��: S TE OF :��� �„,,."%m�����L.+�,t-td, .::s'� neAefuOwl4 SPAN BETWEEN Y+"AND Y-'. i (•'•. LOFIfO .•'�, �� EH-0008719 a�.w aanw eni FLON A.1R.L,IT.M.Pt F1Df00A t1c.f 4+187 w.a'�< s 9mEf 13 of!3 I �