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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 All a BCIS Home j Log In User Registration Hot Topics aI Submit Surcharge Stats&Facts } Publications FBC Staff } BCIS Site Map i Links } Search } a�WrF�o�rtd� Product Approval USER:Public User ll - —I—m— Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail ' JUL FL# FL17080-R1 r - ; Application Type s FERiilllTHNG Code Version 2014 St. Lucia (;cunt;, L Application Status Approved Comments Archived ❑ 0 4 L E Product Manufacturer Folding Shutter Iporl- L , Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iqi 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. 1471 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERTAND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/10/2017 .Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products F Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.Ddf 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.Copyright 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 mall.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 emails 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: ® . KAI Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 7/10/2017 OENERAI NOTES• 1.TITAN II FOLDING IMPAC[PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(RAM AND OUT OF THEM(NHVHR). - 1/4'm TAPCON ST ANION P DUCTS.FRESORM TECHNOLOGY,OR 114"NO 0 CRETECFLEX.AS 1/4'0CNOS L BY CREWS.DTX, INC&ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY.OR i) 14 NDS WOOD SCREWS OR 1/4'I NDS TAC SCREWS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HNfQ Al 1609(NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIONALTY FACTOR U4ff5: Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTOIATE DFSBHO WOW IAADS DETERMINED PER ASCE 7-10 SHALL BE FNW- C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-RDC OR/14 NDS WOOD SCREWS OR REDUCED TO k&b.DWGNI INW LOADS BY IIULT6'LYM THERE BY 0.5 IN ORDER TO C01IIARE THESE W/NAR(/A.,..D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME IIMT SHALL BE 1 1/2'FOR C1 THRIX 04 AND C6 THRU CMT DESIGN PRESSURE RA11NCS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PE]VETRATTON INTO WALL ROSH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D„AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN C2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 614 NDS WOOD SCREWS OR 1/4'0 NOS ALLOWABLE STRESS FOR WIND LOADS WAS KE USED IN THEIR ANALYSIS.A DURATION FACTOR CO 1.60 WAS USED FOR VERIFICATION CAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. OF FASTENERS IN WOW. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) N CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1009.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS_ HURRICANE TESTING LABORATORY(H-T-L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1818& 1804 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE FY-33 161(OLIN.)MATERIAL FLORIDA BUILDING CODE 2.STAINLESS STEM SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE 0 10 x 3', 410-14T MINIMUM SERIES W/ 173.6 W YIELD -1/4'0 ITW BUILDIX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTE& MANUFACTURED BY WHTIFORD Co,BOX 507.WEST CHESTER PA 19301. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF RTW BUILDDC TIX SCREW 1'. FOR 6063-TB ALLOY AT SUITS SHALL BE Fy=25.9 k9i. 4.ALL SCREWS W BE STAINLESS Sfm 304 OR 316 SET2IFS W/50 ksi YIELD SIRETIGTH AND 90 ksI TENSILE STFiE1JG1H OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECONNENOATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/BUaDD(TEK SCREWS AND SHALT.COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B.B 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 SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAMEBDMGS. 5. BOLTS TO BE ASIA A-307 GALVANIZED STEEL,OR AMI 304 OR 316 SERIES STAINLESS STEEL WITH 35 1,91 MINIMUM YIELD STRENGTH. 9.EACH UNIT MUST BEAR PERMANENT LABEL.M A VISIBLE PLACE WITH WARNING NOTE:DURING PERIl7O5 OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENAW,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: tp,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX•INC.TO MIN.f'c-3192 psi. WITH 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.Fc-3000 p9L LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE 1/4'0 CRETE-FLOC.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Yc=.3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S IHI,TALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY NOTM. . BUILDING AND ZONING REGULATIONS PROVIDED HY THE JURISDICTION WHERE PERMTT IS APPLIED TO. At)MINIMUM EMBEDMENT OF 1/4'd TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) -DAIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEM IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE•STTE CONDITIONS DEVNTE FROM THE P.ED, A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY[RABFDDED(7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LFE SAFETY OF THIS NO-SOLIME E INTO STUCCO LLBSHALE (RELYPERMEMBED. DE 07/ ) I SCREWS USED CONHALL 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 RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES Ai &A2 ABOVE. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO Exis G CONCRETE BLOCK WNL'ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED.ENGINEER,SHALL SUBMTT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED 714RFADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDIX,INC. (E7 THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES, ' THIS DRAW," MM.LL ONLY BE USED TO 08TAIN B.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT"IS 1 1/4'. PERU= IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13_ `\���AC"00 HA11T�[�iA�i�' FLORIDA BUILDING CODE(High Non High Velocity Hurricane Zone) B.2)3/4'SOLID SET ANCHORS STROLL BE ETTIIRREI.Y EMBEDDED(7JB7 INTO THE CONCRETE BLOCK UNIT.NO ..4, EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG ` ��CENs�:'•'�9% �2o1s 1arEm we TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMDOWN ffn MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ A.O./LLL 13.3)N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL 03/10/is ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE FOLDIi� SHUT�ER CORP. DATE SHALL BE AS INDICATED ON NOTES 0.1 &B.2 ABOVE70M NEURREET PLACE '• (� * TILT iF3TN0 Q ENGINEERING COMPANY o' m1e R!1800-6xa s1a 705 vomm 49nn A. W6T PUNT 0-8 u-67)1 0.aura > s alto 15-014 i J'',� •Q Tum,RmMn-1510.Fa,L�Mn-1NI •�O'V,'`. p`.•'��' ` ES-00 91 Ol- xwfalegMWMmm� DRAVAN0 NO </ AAL WALTER TI Jr.P.E. w �� O0• e• ��/��AAA A`• FLORIDA U.111441!7 a` SHEET 1 OF 13 1000• dJa' 1911• 5860' 4 lr'00• �'� ''a 1.AA' b �� e Y� .•� IJA' 'th � �• b o � � �.OBZ A dg_ •d ^0 .as1�'• N p� r.1s1• py� fel• PIP 1 Aw ©�S "�'195r 63--M ALLOY ® SLAT WINDOW ©L—END © FLAT FND EXTERIOR CENTERPIECE (70 USED FOR ALL fA1ST NS 6063-T6 ALLOY 6063-75 ALLOY 6063-T5 ALLOY MAY l AS PER (y g£USED ONLY FOR/NSTALLA71ON5 ® INTERIOR CENTERPIECE ` 6063-T6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE'GRADE MEASURED AT BOT70M OF OPENING 606J-76 ALLOY SEE COMPONENTS 20,21 &22 ON 0; SHEET 3.) SoeY .s,r- na' z13Y zvie• 19e1• z71e' .3ar z0fa• z�. o .rzo "4w 19nY a5r +z0 mn .1m• - •06.1' 9s0 �r 8 .ro/• a a �.091• .am' d N •�' -O _ _ - oef' � /oat) �. .eel• ,eaY zrn Zw ' fill .600 5.715' 26 2" MAX B.O. ® �iTALL HEADER �r}�* �,T �l�D A ® CEILING HEADER ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY �.TIRK4D TRACK 6063-T5 ALLOY 6063-T6 ALLOY 606J-T6 ALLOY 6063-76 ALLOY .soo' zees t2 .ow• COMPONENT a b ti t2 2- S'MAX. 0.125• 0.125' 2• 4"MAX. 0.25' 0.25" 1© 1' 2"MAX. 0.062' 0.062' aae' D�nr i ALT. BOTTOM TRACK ADAPTER �2 BOTTOM RAIN GUARD ALUMINUM ANGLES ® 6[3LSL�1 HOOD 6063-76 ALLOY 6063-T6 ALLOY 606.3-76 ALLOY COMPONENTS �n• d \\\\ (111511, = 1. FLAPoDA BUILDING CODE(High & Non High Velocity Hu one Zone) c�\Q�' ........ 1 J�'i� 912015 RLIEco RIC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �Ni' ..r7av N4.' ANG F © �6"O-16 ACETAL ® lab IL E C O m., 63/+ods LOCKING TUBES' `— _ 144557 TES„NG e:ENOINEE G Coupon FQ�� $Al R ��• DATE THUMBSCREWS AT CENTERPIECE ® CORNER POST =* �� �€ rL "�`PP �'N3 15-0�a 6m lot]6R A 9b.d09,YVIOM aWtEfe.R Sl,® FOR n,m.:L�,e>',-lmo..u,i�le1,_,y, Rt,600-813-B7T, G,atvefa N" 6063-T6 ALLOY �A�• Q. `�.� M-00067ter WALTER A.lilt Jr.P.E ' TLOPoG\1 1 44167 mne/� SHEET 1 OF 13 VAL. jAl�lkx \\ 111N11IIt11111\\ , 1:rstr+rA>nwrE f (5)ROW OF ; ,>•MH i Wx111T10P ; '/ TOHATT� f mae ! Eta SPACED 000 ; ES IN BOTH Z-CUP EACH SDE TABLE 1: SOURCES FOR & 00O aiRECT1ONS. T OF WINDOW(SEE TABLE 1) aPrxawLs SLAM M ate f 00 SLAM t SSNNCM ' ; � i I r17WAL PROPER= SrAMVM � 45MC IMWA10W (TLP) i 000 kETmolr /SMVD: P44M 14 flop I (Irr) 2� U� QY31 LE)m lay RESIN i 000 I ; Egli f YIEIWNG SPECIFIC GRAVITY ASTM 0792 0.047 Ih/In' OM43 IT/iW i 000 } �___ __1 tWNDOW ' 0 Prl �� ' TENSILE VmD STRENGTH ASTM usm 9.+00 p.xL 9.500 P.I. FLDNRAL STRENGTH AT YIELD ASTM 0790 12,500 V.J. 13,400 p-L Vt FLEXURAL MODULUS ASTM 0790 340.000 P.at. 345000 p..T. Z p ' t (Aw Ma SAA—IN END fly i / � 2 ; CLPRAP/BOJTOM NOTCNEO ROD ASM 0256 18 rr-ID n 17 OF WINDOW /' n (SEE TA&E 2) SMOKE DENSITY ASTM D2W 47.2 X 64.5 S MAX i 1i r 1A M 08 RATE OF BURNING ASM C-1 CLASS C-1 CLASS �q( s" i , SELF IGNITION ASTM 01928 1040•F 980'F SLAT WINDOW %2 1 ; SLAT WINDOW 0.060•THICK ,' AStu 0155 v ' f Zi'S i POLYCARBONATE HEWINGAFTER WINDOW SEE TABLE 1 SLE STRESS B FORE MATTERING ASTM 638 461 ..I. 8840 Pa.L ( ) TFT451tE STRESS BEFORE Y/FAINAING ASTM 838 6461 p.nl. 8580 pal. I'000 � i ; -A14%(2)WINDOWS MAY BE IN ONE SLAT SPACED C4 MAX. N i i A 111 OF 24'APART• WITH 12'MIN.FROM a m £rias OF SLIT row&BOMA TABLE 2: SOURCES W FOR SLAT MLST 1Nu^7ALLEa ADNCENI' CET7ERP1£CE'S 4 OR NOR AT CONNERS OF PRODUCT. MAS TYPO-4t PROPERDE5 STAAZVRb 00 O ---� £ BLACK N VLCN PART { 000 IF.V M) j21ri'fA+/L1 000 i i i PHYSKAL- SIA75Oa0 SLAM i 20 SPECIFIC GRAN" AIM 0792 0442 lb/In' N KNU i OOO ii 140aft; ucr.Malar_.:. i 000 ' (>-) r i WINDOW TENSILE YIELD STRENGTH ASM DGM 11.500 PA.L 00d ; (3).ROWS OF = t;aYd— i N } c FLEXURAL STRENGTH AT YIELD ASM D79D 15,000 �sLnO /HOLEFNR.MODIUTM P790 W P.I. EA SPACED K ¢ODRUAIM 0258 a6 FT-iblJ18 PART 1 lOmATPPrtCM i AA BOTH TOtiAi OP'rtari I DIR£CRON£ Eax ; a� - COFk71EFT .. t o,Nm- TCtENT OF iftERMAL EXPANSION AIM 0698 SS:ib tnJtn-'F I Sl Z—CLIP —LN ENI? CMSMEITING IT xPERATUNE Asst o3+:8 50V0'F E USED AT AX OPRON FOR ALL IWAUAROAS +�SLAT ��ELEVATION No UNDElF LARGE M55TLE.MAY INCLUDE PERF MIIOAIS AS PER DETAIL - _TYPICAL (1A) SLAT WINDOW DETAILS 044X.(2)2)MINOOWS MAY 8E M ONE SLAT SPACED AM 24'APART(MAX EVERY TO SIAAITS),, w,/ VIEWING WINDOW 8r 2I 2��2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) l SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (High h Non High Velocity Hunicone Zone) ��'���,•"""'••. , 02075'71.IECD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: FOLANG SHUITER CORP. 03/10/15INC. DALE TIWT 7E5T1N0 At ENGINEERING COMPANY 7080 ATE QF • = x,i.04q.�s�:p(..��LT,6fSiw-ts. 0EET PLATE vfi (OD1Ti YST PNM4 01PO4,R 37 1) P 1800-64-1-M -a1 aam pI-tT i A•'. ,:L4A fi e-ma9:411opo0od.8om xnx,Tn,r1TA4phuttx cwn ORATING Ne WALTM A. '* PE reww u�xx oex er.x. ao ,••A•••f PLDRIA U�44157 Mv�a SHEET J OF 13 1 Z 3 4 4A 5 8 7 A B 6 O' ®' ®+ 13 A 2 or Q3 W/ O3 ,16 , 1© oR 19 4 OR 5 8 (2) n w w T in 7d z USE(2) AT JO' 1 rj o ♦ NOTE ON®& LOCKING TUBE®AT a o O.C. FOR SPANS "� 20 w w luP TO 99' 0 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIOSPAN SPACED X AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER w USE(3)R'li AT 30'O.C. SPANS SPACED AT 30" D.C.AT MIDSPAN. COMPONENF MAY 9E FOR SPAN�y"LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECE - yTHAN 99"UP TO 144' 4�OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBESHAS ALWAYS BE USED TOP &BOTTOM AT u om a PRODUCTS CENTERPIECE!'(I.R AT ALL INSTALLATIONS. LOCKING TUBES Nrn 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2:Ll 7 t SEE LIMITATIONS FOR®ON SHEET 2 tL I JL— I 1 IS., END CONNECTION DETAILS ON SHEET 9 TYP.FULL HEIGHT,FOR CONCRETE, CONCRETE BLOCK OR r WOOD INSTALLATIONS. O O + +O © O 9 + 10 9 10 1 9 O+ 11 UNLIMITED WIDT TYPICAL ELEVATION 4, 5. F NOTE, SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. \ NPIWJu�� / SEE SECTIONS JW & 2W ON SHEET 10. `�tN ,TIL fpA SEE SECTIONS 4W, 4AIN& 7W ON SHEET 11. ���ILFI•., .TJ // FLORIDA BUILDING CODE(High & Non Kgh Velocity Hurrieone Zone) 1 SEE SECTION' TAW, 76W, BW & 14W ON SHEET 12. :S\:=\\G F ©its TITAN II FOLDING IMPACT PROTECTIVE SYSTEM `"w" 67 5 eIL E C O�Ne. LL FOLDING $NUTTER CORP. GATE • e{�E, .•LL/ TRIIT 7E571No R ENGINEERING COMPANY ,� / '\•(,,fQa e�N1eomn.,r�:t,.aeraeLrtlmwst3ea-:trtan 7089�gTintro PS0�-GFL -GSS413 15-014 REEF, 5-014maEat —fd ft hp tt,awn DRAWW Ro E9-0006719 WALTER A.11LLrr J,.P.E. may, nD,,.Lio/41137 ® mnwn a SIffEt ./tN t3 POURED CONCRETE OR CONCRETE BLOCK _ POURED CONCRETE E7(6tMG NON STRUCTURAL WALL OPTIRAIN HOOD CONIfLTIOR(C 0.060'THICK S.S. OPTIONAL RAIN HOOD (NDN-STRUCTURAL) REWIRED. TRIM(DECWtATNE HEAD) (SEE SHEET 3) ROLLER HOUSING MON-STRUCNRAL 6 1.0002.500'MIN. MIN. f NN. E.D. // % (2)"YLONr `--s- (SEE 1C2 � 7 "�13osm'A(TYP.) D q 13/10x3'6.6.SKS W/0373'LUNG NYLON3/16•ALUM. 3/18' O.W.POP RNET••.BUSHM W/A 0.150' PDP PNETS. ' o 18'0.G (1'x4'YAk) LONG TOP SECTION 0.500' 0' O 16'O.C. 1/4'•ITW 8 U6DDX 1 0.D.AND 0245'Ld.AMI TAPCOI W/AE✓ANX�D 0.223'IDN BOTTOM IWIN.SPFARATIONSECTIO0320'OD.AND PWRm CONCRETE TO G1/55 OR I/4�A QCO 1/4'4 x 1'TEC ).216'Ld. A OR CONCRETE BLOCK CC6RSIRl1C110N PROOl1C15 1 SIDE(TYP.) I or WALL REQUIRED. (SEE SC 13) 1 Or zd CRETE-+TE)X W/1 3/4' 1 Ss�E115 wlllOR i NUT20�:1' 3 6'* ON SHEET 13) m uIN.EMBEDMENT O e'O.C. 1 WASHER 0 4'O.C. 0 Te'O.C. I or POURED CONCRETE OR CONCR113) MIN.SEPARATION T Or WALL NZA 1 or zd EE ON SHEET 3) ®Y gp TION I TO CCASS I ���An POURED CONCRETE (ON SHEET 3) W CONCRETE LL REW RIBLOCK I 1 or CON1/4'•x V TERY SEE B 1 SSCREW OR 1 40-20-x1• m % i WASHER o 4.0.G •Z f 8 1/4'0 TRV BUEDE( . xS n /1Ds3'S.S.Sus.W/1/2•► TAPCON W/ YA1JlV+� x1'L0 NYLON BUSHINGS THNFAOFDRM SEdiNOI 0-f CEJE SA- N C` j WX yp.7 G,ANG EXCEPT WALL FACE MOUNTING INSTALLATION CONSIRUCIIO.Ve.OCCOTS 1 + (SEE SMET 3) I HOUSING(�•) AT CRETE-FLEX W/1 3/4' 1 ROLLER SECTION 2 MIN.EMBELMETTT 0 6.0.6 I (2'x4'""") WALL FACE MOUNTING INSTALLATION DF ANCHOR "OR SPAONG AN SECTION 1 1�' SPAXTNO GROUTED BLOCK REGUREA 1.000 2500 MIN. (UN.r2. .TCONCRETE OR �• E.D. D. DaSTG NON STRUCTURAL POURED j WALL TR14(DECORATIVE SILL . O 6 sPACNGAaec STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE IMAK.A.S.D.DESIGN PRESSURE RATING = +85.0, -90.0 PSF & CONCRETE BLOCK I !!I "'AAS., FLORIDA BUILDING CODE(High &Non High Velocity Hu 'Gone Zone) �� 1/ �i 02015 7Lh3:0 INC. ORAWII BY: SCALE: N.T.S. `�P.•'V��ENSF'•.•y �� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Aa/wL NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE - = FOLDING SHUTTER CORP. D3i16/,6 SEE SPECIFICATIONS O0-( SHEEP 13 ■1LIEC0.lilt. DATE 1-MOUNTING SECTIONS CAN BE COIR®Nm ) 700 H��T PLACE IN ANY WAY TO SUR ANY INSTALLA110N. .a / 1 a�a mpMa COMPANY m WEST PN11 BEVnR'FL 33413 1$-014 •O'• ,S1C'GI' PTnl�t-Ism Em rc,.(xOen-1ml PN:1800-e(3-6371 �CORI rman:Wfe06719 n w�.(N6n4�uBem.mn DTUYMO No F SEE LIMITATIONS FOR ON SHEET 2 ` � UJ7T1LL`•Ps' ��� mn�•s oo. �.� ® yy��gR ET.ORIOA Lim/44167 �^.� SKEET 6 ar 13 x+,111111{N 1/4'0 x 314'TOM SCREW OR 1/4'x 3/4' �.___ BOLTS W/NUTS AI WASHER a 0'O.C. 0.050'THICK SS. POURED CONCRETE OR % ROLLER HOUSING ' M01.SEPARATION CWGREI�E SOCK WALL I REWIRED . - Zb Ct1L5S MN.SEPARATION I TO CLASS OPTIONAL RAIN MOOD M'—(SEE SCHEDULE g (SEE SCHEDULE RO C4 CO' (NON-STRUCTURAL) i ON SHEET 13) 1 Of •' ON SHEET 13) / Or /1093'SS.SMS.W/1/2h ALTERNATE 3/16'AOM. ®t ALTERNATE 3/16'At jr x3/4"LONG NYLON OMINCS POP N4£$-5*O.C. POP RNET5 O 5'O.C. T N B�OYTTOM)p EXCEPT AT RROLLER AT RENLI AT REAR. HOUSING{ITP.). I W �-•, / (2)NYLON �i m I •� S" •Z o % O.BSS'A(IY¢.) .,,x I ` 3� '9 I ^ E0.EO9�Ej ..�93J16'ALM,POP RNETS I 3/14•ALUM.POP WETS O 10'O.C.BOTH SIDES O l0.O.C.gm WES LEG/ &OPoTQ� AN 8 RIVETS//16'NOM18'O.C. O }10 x 3'S.S.S.MS.W/ 0375 LONG NYLDN NT.0.163.1 ISUSHING W/A 0.150' I MIN,SEPARATION 0.270"xO.DW LONG TOP SECTION 0.500" MLN.3/4'PLYWOOD 33/40'PL O.D.AND 0.245'IA.ANDI TO GLASS WEAT ER S REQUIRED / i/2'MRI. 0323'LONG BOTTOM �(SEE ON 5 SCHEDULE- SECTION STRIPPING EA. 1 or �'' �tJ4'd�� ti 'qv 14 . SECOOR 0.320.O.D.Arm( SIDE(LYP.) ®t y ANCHORS 6"DLC, K 1/4"THRU 8011 Wf 0.245'i.d. WASHER k NUE O 10.O.0. •) EACH SIDE T �N 7J4'iMRti 80LT Wj � - POURED CONCRETE OR WASHER d NUT O 5'O.C. 4 1/4'0 TAPCONS OR i CONCRETE BLOCK WALL CRETE-FLEX ANCHORS S'O.C. Al"TE 3/16'A UM ,�1j�tlf REQUIRED 2'x4'OR 25S'x1J8' POURED CDNCtETE OR 5'13"xt/B•6063-T6 CONT. •POP�t SS 5'O.C. +(y t 60�COM.ALUM. CONCRETE BLOB-, ALUM-ANGLE OR SENT PRE AT i UD STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTIO-N5 INSTALLATION SECTION 6 R , F.2� MAX.AS.D. DESIGN PRESSURE RATING= DESIGN PRESSURE RATING= +66.0, X66.0 PSF In 3 ^ 9 ' le z Y: D.C.ALUM. UM.POP RIVETS O N.SEPARATION g 'L 10"O. BSIDES70� 1rA SEE SHEET 13) ULE r 13) ON SKEET ALTERNAE LEG l or COFrEOTION C3 ORIENTATION t W (SEE SHEEP 13) &ANCHOR LEG OFMCAPONa t/4'f z 3/4'TOM SCREW W/ POURED BLOCK WNL 6/0'WASHER OR 1/4•x 3/4' POI . tT K WALL DOLTS W/NUTS h 5/8"WASHER O W 4'0.c BUILD—OUT FACE—MOUNTING INSTALLATION •� $ i SECTION 4 cam+) ED. ED. 1/4'0 x 3/4"TEKS SCREW POURED CONCRETE OR OR 1/4'x 3/4•BOLLS Wf NUTS CONCRETE BLOCK U &5/8"WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BU ISD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. ,, > O 4A BOTTO FLORIDA BUILDING CODE{H gh& 000 Wigh Velocity Hurricane Zone} I MjTJNATION OF SECTIONS• * �� ;•••••••• • 0 4015 RL7ECO M�E(a :yam IRAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 01 '++O• DATE ED. 11X E DISTANCE :' \\ St''• * !T!��► �� �nRnn A.4./MS.MOUNTING SECTIONS GAN D£COMBINED {SEE SPEGIflCATRONS ON SHEET 13} T F■C MaFOtuRNG SN� CunP, 03/10/5 NY WAY i0 SUR ANY INSTALLATION. ` ) 77 ''"� L}// �y�y S 1-1 1T: —4 ENGINEERING COMPANY 7050!@]STREET PUCE M��:/ ST as ,�r.w'� 683 R%.7.tx.>�;s.VN?A Rs" WEST PNM SEJRI,I7.33413 1 SEE LIMITATIONS FOR ON SHEEP 2 v w+n,cwewn-tan.rm,pin° 6'n-tmt RI:16a-u3-0371 15—OLA ® `. ` ►-ma@Olteog7 ool,0pm �a6eom DRAWING Ne � ;I WA1TiR A itL(tj S-.P.E xn.r moxma, eu a w aoefas am ELOT00A Lta/11187 6y.y,e STEET 6 OF tJ A��NHHIHgN1� •MIN.ED- POUFED CONCRETE CONNELIQI CS . REWIRED (SEE SHEET 13) 0.060'THICK S.S. ROl1FA HOUSING ONRAIN HOOD (NON-ST-ST RUCRIRM) '• 10.3-SS.SM. W/1/2b (2)NRDH x3/4'LONG NYLON BUSHINGS ROLLERSO.B55•I(TYP.) (Typ.TOP)AND 1•LONG(Typ. 8 BOTTOM)•EXCEPT AT ROLLER I HOUSING(119.) p10 x 3'S.S.S.Ms.W/ IF t 0.373•LONG NYLON3/16'ALUM. 11.1;W/A 0.1511' POP RNEIS• ILONG RW SECTION 0S00' O 1R'O.C. O.D.AND 0245'Ld.AND CONE.0.163'x0.270"x0.030" 0.22r LONG BOTTOM ULTRAFAB WEARIER SECTION 0.320'O.D.AND STRIPPING EA.SIDE(TYP•) . 0245'TA. 1 Or 9 1 Or 8 (TYP) ®T o MIN.SEPARATION ®T N u m i TO GLASS y } ,m ON I 9 ulN ' (oN�sH53) I} (SEE SCHEDULE J Or I :�^�, MIN.SEPARATIONS ON SHEET 13) ®T 1/4'I x 1'TEK SLREW OR TO GLASS N tltiv 1/4~20'x7'Ss.MS WITH (SEE SCHEDULE I OPTIONAL RAIN WARD NUr 3 WASHER O 4'MC. ON SHEET 13) ®Tr (NON-STRUCTURAL) 7 ALTERNATE 3/16'ALUM. I OPTIONAL RAIN CUARD POP RA2T•34/16' 0.0. I (NON-SIRUCNWU.) AT REAR. - s ALTERNATE J/16'ALUM. 'o - POP RNETS O 5'O.C.��9 ALTERNATE LET'. LOCATION n ri x YRTH AT REAR. ��g5 i 3/16'ALUM.POP RIVETS ANCHOR 3/16' N G7 ni • 9 O 10.O.C.BOTH S10F5 (SEE sMEET 13) /16'ALUM.POP RIVETS o t0'O.C.BOTH SIDES r EDGE OFSLAB / . EDGE OF APPLICABLE r/l/r I / APPUCIF ABLE . POUR.CONCRETE Opp GO REQUIRED (SEF SHEET 13) !--EU. POURED CONCRETE REQUIRED. - PWR.CONCRtZE �. fid)W - •MIN.E.D. REQUIRED `—.MIN.E0. MIN.ED. (SEE SHFEf 13) •WIN.EA. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 71 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. FLORIDA BUILDING CODE(High do Non High Velocity Hurricane Zone) `��� 02015 TLIECO Wr MAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAM In' NOTE FOR COMBI TION OF SECTIONS: * ED. EDGE DISTANCE Q•••' EN s�.• �\C Seo'•. I- MOUNTING SECTIONS CAN BE COMBINED FOLDING SPEGFlCATIONS ON SHEET 1� s FOLDING SHUTTER CORP. 03/70/15 IN ANY WAY TO SUR ANY INSTALLATION. - y, I E C O INC. °A'� ':R ROUT TESTIN11 h[NtlNEERINO COMPANY ST P M BEACH. WILE *�3�i c tTxl Nt.xxx 91.se..110>,wxanA 1tl.mfl6i R 111!6 ttfsr 1PH 8011-643-1.37 u13 15-014 1 SFE LLMITATIONS FOR®ON SHEET 2 %,Q ti"' 1T01•�"1Ot rEB-ODD87t9 X1°'7-1a1 ��` a tnlxe000d.mm x...TNdlnOsmtte..mm DPwW1Nc N. i WALTER A.TSL1E Jr.P.E. m r 6•a ax r FLORIDA U.0 44167 wane sNER 7 aT 73 .1 NtutM�u►1H\\� ' tudem eaNOa1E aN cJ+eutm rmatE emo•Nuc swx n@ PFN SOtm1nE elnc%aNL RmUAm (S�SamuA (z)R4P6 a tH-r name X X ,wads 0w.)(SEx snmNx.O / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) +k (0 t/4•.]/4•los S[ta]A -- - -------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS 2 ---- --- u ac t0Na17oNNir. o 0 0 ___-----o _o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 1-9=1= TIRE PER Soao+aE -- TUBE PRODUCT moi°IxE9T o 0 0 o SIZETOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 7, 1/4y.3/4'7Ex 1xALYr + Tm SPAN o S•oc TUBE TUBE TUBE J•:4•a]'.]'a �•v]�• 60' 106.0' 13 8 5Q•:1/af ItNCEN 5d1f/C.LE10tN g rs A.AN0.0 n Asa AaE g 2"%4'x1/8' 96" 85.0' 17 10 (SEE SoanlxE3 ISM Saab= ANE:LE1 144" 69.0' 13 8 ♦•a]�]•d 80' 117.0' 17 10 r3 A-W pt st IlNC4 1/4' 96' 110.0" 21 12 Dg saaaxA O td FENM Ea Nf PJ 144' 91.0" 21 12 T lua 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATH)N TYPICAL ET.EVAWTTOd�I{TUBE AT TOPI 2'x5"x1/8" 96' 100.0' 21 12 aSECTK)N x 144" 81.0' 17 10 sue ma SPAN TUBE { 2 1//•�wIOL 80' 124.0' 21 12 ED.,..•.) FaOm.ven +/XW. 2"%6"%1/8' 96' 114.0" 21 12 T 144" 93,0' 21 12 YP4•o 3W e *VALID ALSO FOR M10HEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE �Ei ]'.a'a]'u•w SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN Te ANLLTMiAOE Qt y"J SHOWN ON TABLE 1. (SEE SaEDwE) Y Y r LE TAB2: MAX. SPAN TUBE LENGTH ON (TUBE AT MIDHEIGHT) MAXIMUM f/4•r ]/4'7EX Soaw 0 0 o O TUBE PRODUCT ALLOWABLE TUBE REO•D ANGLE NUMBER OF ANCHORS 0 r ---- - --_ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE 77-7-1 .nr�l nIEE rEA samws - --1- ---- lljXWlHSSSS-1suEnr 60" 76.0' 13 12 _(G)1/4•,3/.•Tua SE SPAN TIME 7�sa+En++tE 2'x4'%1/8' 96' 6D.O' 17 15 Ar r or.Ea+on+mwAr. °wom iMA,(nPa 144' 48.0' 13 12 fsLw�rtm _ (z)Imes a-+/4•r runic TYPICAL ELEVA�(TUBB(TUBE A� T BOTTOYI 80' 87.0' 21 18 snot.Au mnl,v:m ANotxs fPrPa(sEE soEDUEf SP<u TIKE YOUNTTNG INSTALLA310H 2'x4'%1/4' 96' 79.0' 21 18 SECTION Y swE nfEE 144" 65.0' 21 18 (s)tµ•v]H-IEM SfxEW �.•K7Ss44•a ri]•Q]5a4+/a• t ItPj�' 80' 77.0" 17 15 AT r O.a L.DMUDINPLLY. EFNcm eom-m usa I00fE PFNm (])Rvas or t/ar (6EE staauE) 2"x5'xi/8" 96' 70.0' 21 18 mp-)j(SEE sm-E) T j O t 144' 57.0' 17 15 �E7 w � 80' 88.0• 21 18 7 Oa 2"x6"0/8' 96" 81.0' 21 18 yy -]:±i Z ag 144' 66.0' 21 18 3 a 0 a INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE m�i� /I•W(SMW o 0 0--------------0 0 0 OR GROUTED CONCRETE BLO 1L0E0 WL CK WALL (OD sowEq -------------.-• SCALE:N.T.S. 600-75/iE PER �E O O O O O O WAN 71.0E PER ScHm= MAX.A.S.D.DESIGN PRESSURE RATING a 2:72-0 PSF FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) ENEIIL.ANGLE OT (SEE SmtomFa `.�\Q;.••�\CEnJS,F•.,iP�!y ®zals nLmca INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m ` v 05 FOLDING SHunut CORP. °3/D;ATEI poOROR comeRETE `A 0� %tkl TILUT TES(1N0 Q ENGINEJRINO COMPANY 70119 IF]ISIT�Ef MILE m000 WALL 1mpm+m 314 :J•n•o]•a•"+/P .Q= WE3T PAVE ADaL 0.1741] 15-014 NW.Sm A.m.ae,eEou rt a+ae (S)t/4•%31e 1Exs ScKv LE)CM rom-te AWN.NNE TYWC-!L ELNATION !VIBE AT MIDHENK:M 4r�� Pea.,�)Sratm.ra,(.aS°�en-'+e+t Pit leoo-eu-ea7t (SEE SCHEDUA y -maft t1t.0-L n �JaldfngntNEssmn DRAWINO N" A7 z•as YUBE MOUNTING MSTALLA710N <Ve`� ®-0008719 mE SPAN T SEE UMRATIONS FOR ON 9=2 WALTER A TRW Jr.P.E. SECTION Z ® h "'y )LOIUIM Ue a 44107 .nw 6 9EII E OF 13 11 1/4'0■1 3/4• YR ED. UPOGNS/CPEIE-FLLEX (SEE SIM -D115"GLAIS ANCHORS O 1B•G.C. 13) EOOSOIC STRUCTURE - IIDL EA S73ey'(T1P.) EJOSTING (SFE SHOT 1J) EIOSTING ' T STRUOTIM STRUCTURE3/9•.TN!✓fMFD M� �� O CINIQBELE FOR 1/4'A.z 1 J/4' _311V POP RIVETS OR /Ifi POP Rf1 m 3 or , or or 1 or W TINS 1 OR 1/4•z!/4• u o m ac I ' WALL FACE 18 so-a• 90.0• 2 END CONDITION \\ / 9D•Q 0-°• J/16'POP METS oR 8 4 SHWN i/4 ,3/4-rocs o / (%M= 0R 5 ®Ia 0' /�I EXTERIOR NOTE t) (2)@a 3w G.C.O RX�AfI F>%i"0•0.r- (BEE 9v'• 7AN FlIR U 10 BTI' SPAN a(J) 3 O r \ SPAN a(3)1 O 30• O-a o YOSPup HORIZONTAL SECTION 20 aro 11%SPAN mg 18 SCROW'W O S('FM 'S - \ -HORIZONTAL SECOON .. STFLa1 OR rSMOR) ��ExR� RROLOR OR FxRRDiQ (�INTERcERMR)R ,N,TsaoR OR 0R06dt) POP fiIVElS T5d•,1/9-CONT. aR 1/4t3p- 1 *MAY-!AI°(Ar LAST SLAT(IT TR*M q(STALLAl10N5 4 OR 5 6oS&'B AUD•F ANGLE 4 OR rJ TEIS o,e oc. ' ,MCGH/Cf&,6_FF,Exx SHO F„plpN/p�_� SIiO t SEE UWTMX NS FM©fN SFMF=tT 2 ANGORS o 19.O.C.10 ANOMS O 1e•0-a TO \ 3 EX SIR1O SURL-IRE DOSRN0 STRICTURE EUSTIHG STRUCTURE 1/2 31211/8'DONT- BUILD-OUT ' 6G6J-m Auot ANG1F Eo. Ea END CONDITION J/16'foe� OR 1/4•Y 3/4.106 OR E70'T7N6 SIRICRA2E .END LOCK ANGLE 'mm 0 12. O.C.v BOLTS"/ END LOCK ANGLE HORUONFAL SECTION HORRONM scanoN NOTE-1- z•.2• 6aeJ-1s , 4•.a/.-,Ex CONT.AUAONUY BFM AX. SCREWS AT�ACNID 171 ONE ONE LOCKING TUBE, PARI SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR cEn,rnPD cE o s oc. INTERIOR CENTERPIECE I OR%5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE a A (3)�S o 3G oD:O FTmsa�yj'wR v ro vB• SOUD THERMOPLASTIC TIP MU BE INSTALLED- THE TOP 1.100" OF THE 11P SHALL BE SQUARE, SPAN a(J) e JO- 0.357"x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oT o 4-SP FTM UP lO IK'SPAN(TIAfUP INTO IT WITH A 0.120" c.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW ANY EE WSTA= A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM N'M"OR EMROR) OF THE TIP A SQUARE, 0.475•x0.4755(0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE (R A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 4SO 1 SHOWN (1)PIECE, 1.375' LONG, WO A 0.366U.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684' gP ) DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. m. SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 NA1f•) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. ( MMR 4 OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 0R 111 TIL(j . 1 AWimxw A.[2'4 r PDBEwnR uoDNr T SrlOON 4.SHEET B A A (Z)3/16-PGP RNM, µlywyy ti•/CLE IF EACH AN(%EIEC OF R•r Y AMLEG PLUOOPFNIN,G TOWARDS y d3 (AS 13=tib ANCHORS 8 .5' RE011QrES TSIRVCN�RE '4 v �9 BUILD-=Lotw PER MCBON 4,SMV 6 EZ) EG POP RNE75, ANLL LEG OF 35d- ANGIE NM-SIMILAR AT HEAD AllERNXTE VDRL EXTERIOR ELEVATION AND SILL AND BOTH SIDES PLAN VIEW A-A MouNT F%NF OF PRODUCT OR BOM ® 1 OPTIONAL SIDE AN (Z)Tm/1/4' t 3/4• (FOR SECTIONSECTION4.SHEET 8) oR a/te•PGP 11/2'.1 7 's 1/6• 0'-2- RNETS PER IN(SE To NxxEi 7oP a TUBE DvrTOM OR TO WALL(2 TEGURM) M/4.0 TAPCVN/ -I=ANCHORS EA ANGLE TG SLAB 1/4'•:1 3/4- ® - TA7COtS/GRETE-ftD! UJO PEAS MAY BE RAT ANRIORS a 18.O.C. l ED OR L DO`((Q• Do 3/16'PGP oR exmiNc s�mle Tus nRE e 12'D.C. '. 3 ,/z M� CORNER POST `' .�la��/�Lm���LLp��/�� •..:b, •: QBE aP CONCRETE (M.AT TOP AND l MASS) 9 END PBiCES MAY BE MT 2 END OR L ETD TRAPPED END CORNER POST CONDITION W/ FLAT END HORZONTAL SWDON 01111% 114 FLORIDA BUILDING CODE(High & Non tfigh Velocity Hurricane Zone) 2CHDRAWN W. END INSTALLATION DETAILS INTO CONCRETE. ' ���ENSF' ® SmG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE) N°'aa1 s7 * IL E C O me FOLDING sHttrrat COW °'/a tg 7089 HEMSTREET PLACE z TTLLIT TESTING a ENGINEERING COMPANY yT yRyyN3 A ma Na Tan.a.st.pat vaapA errmeNc a tutee 15-014 ( t-Impryro7TTt-tmt PN:1800-047-41371 un�eo6vd.can M.tol6npdaRtmmm DRAWWO No %i o �Il t•'••'��V�� EB-0006710 \ WALTER A YU rr"'P.E to �� FLORMA L1a 4187 0 4 " /T \ .' WALL FINISH ="a .�� OPTIONAL RAIN HOOD (NON-sm-TUTAU s".. WALL FINISH . /l W'S5.S.M.S.W/1/2.0 n3/4' 0.060''NICK S.S DOM✓F1:110M Q ROLLER LIOUSMD LONC NYLOn BUSHINGS(TYP•TOP) AND 1"LONG "BOTTOM),IXlfPr AT RMIa HOUSING(TYP.) 0.060.1HICK 55 ROLLER NDL6IND OPTION&RAN HOOD = e,' .;ti•%: v (2)NYIDN r —� J3 (NON-SIRU TURAIJ HIT .) 6 0 2k4"CONE.W1K10 J/16'ALUM.POP 'HEADER RET. #10 x 3"SS.S.ILS W/ RIVET",O 18"O.C. 0.373'LONG NYLON BUSHING W/A 0.150" CONT. S LONG TOP SECTION G%e 0.1635_A270" I O.D.AND 0245'L.d.AND x0'RD ' 0.213"LONG 801110M WEARWM i of SEC ION 0320'0.0.AND STRIPPING Ell ® t 0.245'Ld. SIDE MV.) j 3/ UNET$,O 18'D.C. MASS NIK.SEPARARON a 2"s4"CONT.WOOD I MN.SEPARATION B TO CLASS i of HEADER REO'D. +� TO SCHEDULEor (SEE SCHEDULE II ON SHEET 13)13) i t ON SHEET 13) ®t I ®t 2"N'CONT.WOOD PLATE ROWI I WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP Si w COMMOTION C11 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ��\``1LPeNLTrr �7,f. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 P•.•'�\GENS'F ®2015 Tn3EC0 Mo. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR'"9" Aary.l. Nom' NOTE FOR COMBINATION OF SECTIONS: 2 _ 07/10/13 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMS TO FOLDING SNIFTER CORP' DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = _ nun 7E571N0 t ENGINEERING COMPANY 7080 HEwsrR ET PIAT£ IN ANY WAY TO SUR ANE'INSTALLATION, C3 Ct mss Ma s1r.O..e.a,vixw c�aoa.n.anm WO PA@ MCK Fl.3341) 15-014 A••. •'AC7: fbw I CDIIP,-ISL.Pa.(i!)011-,ss1 Pit HIOD-1143-6771 • T 6ltoco0ooi.rom �w.rdd6gdLRensan DRAWING Ha ar44167 Io oT 13 1/4'0 x 3/4'MM SCREW OR 1/4'x 3/4' BOLTS W/TANS b WASHER O G'O.C. 4'x8'(Ain.)EXISTING WOOD;BEAM OF EXlSrM WU06 SEUL TO BE CERTIFIED BY REGISTERED ENGINEER ARCHTrECT EEIW .O.Ow THICK ss T SEE LIMITATIONS FOR(aON SHEEP 2� PRODUCT OR ROLLER HOUSM 2'x4"CDNT. C4 HEADER OPTIONAL RAIN HODS, NOTE FOR COMBINATION OF SECTIONS_ EAGER REO'CL +' EO, E0. (NON-.SiRUCNRALI • S T-MOUNTING SECTIONS CAN BE COMBINED CGOW06 DSN CB /10x3'S.S.sA.S.w/tfYr x3/4' LONG NDN.6us6NGS(ryp.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. ,,}' AND i•LOHO(TVP-wT1OM}.top) swk AT RD4}FSt HWaNG(TTI'•) NOTES. OPTIONAL RAIN HOOD 2)NYLON 1- FOR WOOD FRAME CONSTRUCTION: WOOD MENBERS TO ITY z ari::uy-..ter,i ... ati^, tNa+-sD+UCRtRA1J ( BE HAVE A MIN.SPECIFIC DENSOF 0.46 OR EQUAL a x /10.3'Ss.S.M.S.W/0.373"LONG NYLON LOCATION Comm. ., .8.O.C. BU51iMc Wf A 0.150"tfltiG.TOP SECTION I .._3J18'ALUM, ALTQdLOC O 1 0.500'O.D.AND 0.245'i.d.AND 0123'LONG •—.. 0 A 0 BOTTOM!SECTION 0.320"0..AND 245'Ld. POP RNEI^. (SEE NOTE•) 0.153'x0.270'x0.030• O 18.0.C. 1171tAFAB WEATHERr (I--) LOW SEPAf7AROfl 5 }9Lg T Or�1 t (SEESNwI 4RE zd sj ON sHat 13) y MIL SEPARATION T Or i o TO CLASS ASS Mil. GLION &s TO GLASS {SEE SCNEDIRE (ONE HEFT 13) ON SHEET 13) ¢>`�Or v' ON seffET 13) 7 or®t .. `-'i � � ALTERNATE 3/16'ALUM ALTERNATE LEG Or ® T �-- OPTIONAL RAIN GUARD ALTERNATE EO AT REAR.pop F&MO 5'O.C. i_+-�-_L�j -1-� _- - t tgL NOTE Rte.} (NON-snwCRnm) t I 11 ~~ / ` ' E I SEE NOTE'} 1--=M__:_1''f_M M1 11 ALTERNATE 3/16'ALUM 1 I L�JJ 1 I 1 I i j POP RKTS O 5.O.C. AT REAR. VK70L REO.O. ..,V --- ^� V ei r _ :. I o _i1•"' 3/16'ALUM.POP RIVET" o 3 —`-�--- v I 3/16'ALUM.FOP RIVETS •y,�':^,'o_: N �`i,s O 10'O.G. BOTH w n �z O 10'O.C.BORT Soo8E ix s JI7Z 2 x K MW.WOOREQUIRED _-.J,....Q4-_• ...-- 2 C011G i DECK REAIAALU WOOD PUDE 1 ' 1/4S x_3/4'TENS SCREW (NO FINISH A7207iED) 51/14*0.x 3/4.7E1US SCAEW RE}TL AR5f 4 WASVm O L6'OWG N= CIMOEY.'110N M9'WASHER DR ' 00MINIMIM C4 5/8'tVA4fFR O 4.O.C. 2'MN.E.O. 2'MIN.ED. e CS WALL FINISH Ii WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUB' FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW (BMW SECTION 7W FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO'TE r'AL717iNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED y�`�,::•�\C RNs .:day dj 2of5 TUTECO LNC, TITAN II FOLDING IMPACT PFtOTECSIVE SYSTEM DR ft INSTALLATIONS DETAILS INTO WOOD ""'� DATE '� !L EGO FOI.uINc sllurtF.lt CORP.cotsGATE SCALE : N.T.S. roeo flELcrREsr P Ac, TIWT TESTING h ENGINEERING COMPANY . ,$}•� �5"lA1R-�%Q` aw Nr.am.s ss a.rlranl gyp,rL arlea 110.sT PAW 6EAO1,EL Js4t3 5-014n ean.:C -t :Cm3.0-tasi NC 7600-a43-9x71 i•Qom. Ai`�O VP ' •�4V`` Neam rvo uu werma1�0:4YM7}NuK.msmm ON1WN0 Ne WALTER A s7ET Lr OF 1 3®OOOVlA FlORtOA tiai 4P7 NBHH11 uw.To GLASS AAiION A°µ"'l s� (SEE SCHEDULE To oN or®t ye IOFrIONAI. oN sNEEr t3)(SEE smmUE or ON SHEET 13) RAN GUARD I (NON- (NON-STRUCNRAL) ? 1/4'0 x I'TEK I ALTERNATE 3/1 e'ADM SCREW OR 1/40-20x1' POP RIVETS O 5.0.0. WITH AT REM. 9. WASHER 'D.C.a I �. 3/16'ALUM.POP RIVETS O 10'O.C.0001 SIDES I EDCE OF SAB ' IF APPLICABLE _ EDGE OF SLAB ALTFAIUTE LEG k ONION �- IF APPLICABLE ANCHOR LOG71(N! (SEE NOTE') 2 i6•IAN.WOOD Lx DECK REQUIRE - (NO FINISH ALLOWED) DOHEYION m EDGE OF 2'MN.ED. SLAB F EDGE OF 2'MIN.E.D. APPLICABLE - - STAB IF. APPuaaE t SEE LIMTIATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING.INSTALLATION SECTION 713W (BOTTOM) t MIN.ED. 1'MIN.E.D. NOTE FOR COMBINATION OF SEC71ONS: 27x6'IAN.WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REQUIRE IN ANY WAY TO SUii ANY INSTALLATION. MIN. GLASS noN (NO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION PLAT•COM."°°° ,D CHER ZlS2� PLATE RE0'D. �(SEE SCHEDULE 113) SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ',.`..,'�;? WALL FINISH / or®t ba (3)5/16'0 LAG 2- 2-SFE SECTIONS BW& 14W FOR MAX.&S.D. DESIGN SCREWS W/2 1/2"MW. R91d.E0. PRESSURE RATING&SPANS w t•.4 x 1/B• c PENETRAI AT YDWOn1 r;K 6063-T N 7118E (27 OP PAFIFA/ON556 w 1/4 x4'(6063-TIS)F1Ai2'x4"MRL WOOD NC 2X 1NDOD PLATE W/1/4'e xt'TEK TRUSSES OR RAFTER STUDS O 16'OX- SCREW C. e SCREW O 6'O.C.w AT 24.O.C.MA)L 1t 1 I $ 1/B•xBETWEEN (! 6)FLAi 11 . PLATE W/1/4'0 xlTD( (2)1/4.8 TAPODN OR 1/4.0 CRETE-ALEX SCREWS O 4'OL.IN ANCHORS aR/14 NDS WOW SCREWS OR 1/4Y 6 BETWEEN TRUSSES ECE(IF APPUGBLE) NDS LAG SCREWS AT IA0ITIDTN of EL SND W/ g 2 1/2'Min.THREADED PENETRATION INTO WOOD . SND 1/4.0 x 3/4'TEK �� 1/4'MAIL PLYWOOD EXISTING SOFFIT SCREW OR F/a'-20 x 3/4' NYLON 5.5.BOLTS W NUTS 3 /10x3'SS.S.M.S.W/1/2"0 x3/4'LANG 0.Swo(TYP.). NYLON BUSHINGS(Tyy.TOP)AND 1'LONG 1/4.0 x 3/4-TS( WASHER O 6 O.0. .)BOTTOM).EXCEPT AT ROLLER HOUSING $ SCRM o 6-Or- �10 x 3'S.S.s.MS.W/ MOUNT TO WOOD STUDS' MOUNTING INSTALLATION mmnNO W/A 01050' I I LONG TDP 6ENON 0.500• M' INSTALLATIONS DETAILS SECTION IIAW (BOTTOM, 0.163•x0.270• O.D.AND 0245'La Mo LLiR F,� ' MAX A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF 0.273'LONG BOTTOM MIN.SEPARATION INTO WOOD 0111111111" SECTION 0.320"O.D.AND TD G1ASS WEATHER 7 Q rn \ A� .'� AAAAA' FLORIDA BUILDING CODE (High& Non Ffgh Velocity Hurricane Zone) 0245 L0. (SEF SCHEDULE SRBPPING 9A. cf®T a SCALE : N.T.S. ON SHEET 13) I SIDE(IYP.) ��� �, .••"" ,/ ®2015 1UTEDO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 1mAWN Elf. ENSF'.9 03/10/t3 IL E C O tN�. FOLDING SIILIITER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION #3//l c*= = �!. >,� ,4D9tx6 WEST 7080 T�nLiTETNGnF+GtNEErHceGMPANY PAM�A2FL 33413 4 ,3 Ts-oT4P!1, -I31OF —rEdA?re*AtaDUWINO NoSECTION SWOm E WALTER A nLllf.k.P.r �.r ®o etrt m.r mtxrouu MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF FLORIDA Lia./4411n d>w wAAa,. .a SHEET 12 Or 13 l41111111111HA MAXIMUM WIND PRESSURE {p.s_fa CONNECTION C�APAC17Y SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING tiAXItdUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK rmn tLVOWN 6ws sPARs A uAc AunraE FOR SHORTER TEHDAN(MIN. E.D. HOWN"ON ANCHOR2SCNEDULER C ANCHORS) CONCRETE CONCRETE BLOCK STEEL. WOOD PosrmlW4K A�� CON. ANCHOR ANCHOR ANCHOR fet«% P F*I=RE ' TYPE SPACING ANCHOR TYPE ANCHOR TYPE TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+ae (L-) TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 PSI 144.0' 1 144" 180 Ib ft A 8 C A C E A C F 60.0` 60" 88 ib ft 9 425 IBB/FT - 388 L8 FT 157 LB/FT 134 LB/FT 256 t 8/FT 39? LB/Ff A B A C 35 psf 100.0" 100' 148 Ib R Ci 6 473 LB/FT - 418 LB/FT S44' 236 LB 202 LB/FT 383 UB/FT 432 B/FT 417 LB/FT 388 LB FT - 134 LB/FT 144` 210 ibft 12 387 LB/FT 334 LB FT 16 461 LB/FT -142 B 271 LB/FT 34? -B FT - 202 L8 hT 60.0' 60' 100 Ib ft C2 9 7M-L-87-FT - 362LB FT 250 LB FT 190 LB FT 318 LB/FT 380 LB/FT 12 375 LB/FT - 334 LB/FT - 142 IB/FT 40 psf 100.0" 460.0' 167 td ft .6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB C2 9 417 LB/FT - 362 LB 144' 240 Ib R /FT 353 L0/FT 443 LB/FT / /FT - 190 LB/FT 60.0 t15 Lb ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/Ff 80.0' 154 Ib R C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202'LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 pSf 97.0" 970" 187 ib ft 3 .813 L.B/FT 572 LB FT 326 LBjFT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT- - 202 LB/FT 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/FT 3 760 LB/FT - 572 LB/FT - 304 IB FT 60.0 144' 276 lb/ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FF 357 LB/Fr 483 LB/FT 9 '� LB/FT - 370 LB/FT - 134 LB/Fr 6D.'" 3 972 LB/FT - 682 LB/FT 389 LB/FT 384 LB/FT 500 LS/FT 753 LB/ C4 - 6 561 LB/FT -- 448 LB/FT - 202 LB/FT 890" 89,0' 187 ib ft 9 281 LB/FT - 3 912 LB/FT - 682 UB/FT - 364 LB 50 psf 100..' _ / 224 LBB/FT 81 LB/F7 83 LBB/Fr 143 LB/Fr 703 LB/Fr /�' 12..0" 120.0" 250 Ib R C5 s 1421 LB/FT - 334 LB/FT 122 LB./FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226"LB/FF - 224 LB/FT - 83 LB/FT 144' 1140" 300 Ib R 3 184,3 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 L8 FT 311 !B/FT 05 6 339,-LB/FT- - 334 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 681 LB/FT - 6 - 250 LB/FT 81.0' 81. DOD" 187 ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0' 100.0' 229'16 ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT CB 6 332 LB/FT 378 LB/FT-3M-MM - _ 12x0' 120.0' 275 Ib/R 4 269 LB/FT 301 LB/FT 183 LB FT - - 114 LBjFT 153 LB FT 3 663 LB/FT 756 LB FT 646 iB/FT 137' 134" 330 Ib R / / - 60.0" 60.0` 150 ib ft C7 3 358 LB/FT 402 LB/FT 244 LBJFT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236�LJ3 /FT 183 LB/FT - 80,0' 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 !BJFT 315 24LBjFT60 p 10..0' 10D.0 250'ibjR 12 497 LBjFT 596 LB/FT 409 LB/FT - - 265 Lg/FT 16g LBJFT 12 388 LB/FT 460 /FT 409 LB/FT - 115.0 t15.0" 288 Ib ft . CB 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT CB 8 1582 LB/FT _691 LB/FT 614 L8/FT - - 131' 128' 346 Ib ft 6 1982 LB/FT 1194 LB/FT 819 iB 530•L$jFT 336 LB F7 6 777 C$/FT 921 LB/FT 819 LB/FT - 59.0' 59.0' 160 Ib ft 65 psf1,92.0' 92.0' 249 tb ft 100.0" 271 Ib ft MIN, SEPARATION TO A - - 6NCHORS5_CHFOLILE OSEE GENERA!. NOTE C.2 ON SHEET 1 123' 360 ib ft 60.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 PSI 100.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTIONCONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD SfEEt 118' 374 Ib R SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 187 Id ft ZONE 1 2 3' ZONE 4 A11/4C TAPCON W/ ADVANCED 3,50" 2.50" 9 N/A 4.00" 4.00" N/A N/A 75 psf 600.0' 3113 Id ft 5'-t0" THREADFORM TECHNOLOGY 117' 114' 387 Ib ft 2 1/2` 1" 2 5/8" 3.50' 3.50' N/A N/A &OD" 3.00" N/A N/A' 80 psf 113" 111' 400 lb/ft � LASS 8 1/4" 0 x 3/4" SOLID SET 90 psf 107" 104" 424 Ib ft >5'-70" 100 psf 101" 99' 1147 Ib R TO 8'-3" 2 5/8"} !" 2 3/4"--f• 7 1/4. 4 CREFE_F2EX 3,00" 3,00" S? N/A 3.00" 3.00" NIA NIA 110 pst 94' 90" 468 Ib ft ��••+ 120 psf 87' 82" 484 Ib ft 1 130 psf 80" 76' 463 Ib ft >8-3. 3 1/2" 1" 3 5/8` E TEK SCRL�NS N/A N/A N/A 1,00' N/A N/A N/A 2.00" 140 psf 74' 70" 484 Ib R TO 72' 0" #14 NOS WOOD SCREWS OR 150-psf 69 66-_ 4B3 Ib ft F 1/4" NDS LAG SCREWS N/A N/A 0 N/A N/A N/A 2,00" N/A 160 psf 1 65' 1 62" 483 ro ft A AS DEFINED BY ASTM E-1996 STANDARD. ``TytITAIIHHef j1AA Ano=- �A.Ire Ai FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone + EXCEPT'THAT 3 5/8'SHALL BE USED ) L+:MNOMUM ALLOWABLE,pROOUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ,,.`y�Q;= \CENSF''•.;5.'' Q20T5 TaT6n0 0rc. TITAN H FOLDING IMPACT PRO7ECnVE SYSTEM a �`• CIVEN PCSRIVE ASA OESXTC PRESSURE RATING. .4, 4A& 7A. •` L-:MAX,ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP. al�lnn6 RATING. ' INC. w0. FINAL MAAMUM ALLOWABLE PRODUCT SPAN Is *' f/`p{'" 7089 IEItBIPEE7 PLACE EQUAL TO THE A{LN1MU}d OEFERMtNID PRODUCE "'0•� el CU TIWT 7FST1N0 Q ENOINEERWG COMPANY SPAN BETWEEN INI AND F'. : F �` aralu.am,s0..s0..m+vmeaa wma N sa=me TlEST PNM aEAn1.FL 30473 tammlm+-amso.c:tam)en-/071 Pie 1600-643-4071 15-014 R19P �cta a-awx��Pmm ....tm�m0et�t«.omn 06A1IN0 Nm WALTER A.In Jr.P.E •n.W mr� o n wmnm FLMOA V "1777i-87 f +so. wiwa as SetiS'T 1 3(F 1 3 1