Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 BvisJness rofession 91 ° -qtt �OfldaDepaMMtd BCIS Home Log In p User Registration I Hot Topics Submit Surcharge ( Stats&Facts Publications FBC Staff 1 BCIS Site Map Links t Search Busm es 3usin si I s+ Product Approval USER:Public User Regulation Product Approval Menu>Product or ADDlication Search>Application List>Application Detail • FL# FL17080-R1 Application Type Revision Code Version 2014 �� �P3 y � 2. Application Status Approved r I( Comments St. Lucie Counfti, L Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 767P edh@foldingshutters.comPaM rAuthorized Signature Ed Heritage COP'%\ 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 m 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 FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf 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... 7/1/2015 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 FL# 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.15-014.1)df Created by Independent Third Party:Yes E-5-1 Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: ®® t SCCllrit Ttr.]7ttCS' https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDav2aBODHDOOe6r1Z... 7/1/2015 Icastle is, V Impact Windows FACTORY DIRECT SINCE 1969 �� c COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33493 800.643.6377 Property Information Building Information Owner: HAYES,WAYNE Wind Zone: 160 MPH. Address: 6606 GAVIOTA Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Risk Category: II —Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) 1[ Pressure(psf) 1 Int 38 65 7 32.3 -35.1 2 Int 54 58 7 31.8. -34.6 3 Int 27.5 39.75 7 33.5 -36.3 4 Int 27.5 52.25 7 33.5 -36.3 5 End 27.5 52.25 7 33.5 -44.8 6 Int 112 58 7 30.2 -33.0 7 Int 54 39.75 7 32.6 -35.4 t, AUG 0 , -01? PtliWn1TTu%iG St. Lucie County; FL Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Customer: HAYES WorkOrder Number: 06222017002 N0301 'Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -35.1 38 65 46.75 69.5 66.25 9"o.c. 9"o.c. 2 -34.6 54 58 69 63 59.75 9"o.c. 9"o.c. 3 -36.3 27.5 39.75 40.25 44.75 41.5 9"o.c. 9"o.c. 4 -36.3 37.5 52.25 51.75 57.25 54 9"o.c. 9"o.c. 5 -44.8 27.5 52.25 40.25 57.25 54 9"o.c. 9"o.c. 6 -33 112 58 132.25 63 59.75 9"o.c. 9"o.c. 7 -35.4 54 39.75 69 44.75 41.5 9"o.c. 9"o.c. 1I , vt AUG q e 01 pr-r". I-Cir G ct. Lucie GOUnty, FL GENERAL NOTES• 1.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 MIN. COAIPLUNCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM - 1/4'o TAPCON W/ADVANCED THRDMRM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS NANUFACIURED BY IIW/BUQDEX, (F MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES &M AND OUT OF THEM"M). INC&ELco CpNsmuanON PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM(KAM do 1009(NHOM OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A.DIREO IONAIJIY FACTOR Lain, Kd-O.B5,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 C@CIIIM ULTIMATE DESING WPM LOADS DETERAINta PER ASCE 7-10 SHALL BE FIRST. C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4"0 CRETE-FLEX OR 014 NDS WOOD SCREWS OR REDUCED 10 ASD.DESIGN MIND lOA0.S BY MULTPLYNO TIM BY 0.6 IN ORDER TO COLBrAIE THESE W/MAX,("IL) 1/4'0 NOS.LAG SCREAMS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2"FOR 01 THRU C4 AND GO THRU CB DESIGN PR69IE RATINGS lmw m ON'MET 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 PANT OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.0,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C2) MINIMUM EDGE DISTANCE OF 1/4"0 TAPCON OR 1/4"0 CREIE-LEX OR X14 NDS WOOD SCREWS DR I/4b NOS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL 13E AS SHOWN ON SHEETS 10 THRU 12. . FOLDING IMPACT PROTECTIVE SYSIEN 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&1608.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH T0,REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.L), 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 C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1816& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY=33 KST(MN.)MATERIAL. FLORIDA BUILDING CODE 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL 13E d 10 x 3", 410-04 MINIMUM SERIES W/ 173.6 W YIELD -1/4'0 JTW BUILOE X TEN SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES' MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. 7. 3.ALL ALUMINUM EXTRUSIONS SWILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF ITW BIULDEX TTIC SCREW 1 FOR 6063-TES ALLOY AT SLATS SHALL BE Fy=25.9 ksL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 Toa YIELD STRENGTH AND 80 kat TENSILE STRENGTH OR 7.ANCHORS S1W1 13E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL.rrW/BULDDX TE K SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4,ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 0.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 SHLTIER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR 5.BOLTS TO BE ASIM A-307 GALVANIZED STEEL,OR AIM 304 OR 316 SERIES STAINLESS STET WITH 35 k5l MINIMUM YIED STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9 WARNINGS HOME OWNER,�TENANT,OR OTHERS,MUSTACH UNIT musir BEAR PMANENT LABEL IN AS PROPERLYLE CLOSE APLACE WITHLL LNGCRNTERPIEC6 AND ENGAGE OR LOCKNOTE.DURING PERIODS OF LOOM (A) TO EXISTING POURED CONCRETE: 10,PRODUCT MANUFACTURER'S USF].SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCQN W/ADVANCED THRFiADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC.TO MIN.f'e=3192 PSL WDH SECTION 171UZ OF THE FLORIDA BUILDING CODE ONE LABEL.SHALL BE PLACED FOR EVERT'OPENING. -1/4'0 x 3/4'SOUD SET,AS DISTRIBUTEE)BY ALL POINT SCUD SET ANCHORS TO MIN. Fc 3000 psi. LABELING TO COMPLY WITH SECTION 1710.x2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Pe=133M PSL 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHAD.COMPLY WITH SPECS INDICATED IN THA$DRAWING PWS ANY Notm. BUILDING AND ZONING REGUVMOHS PROVIDED BY THE JURISDICTION WHERE PERMIT LS APPLIED 70. A1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4", 12.(A) •THS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SMALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE.STIE CONDITIONS DEVMTE FROM THE P.ED. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED(X)Nf32EfE (B) PRODUCTCONTRACTOR ON THIS ONSIBLE FOR THE PRODUCT EVALUATION DOCUMENTN,PURCHASE AND PROVIDEDPROVIDED HE/SHE:DOES INCLUDING LIFE NOT DEVVATE FROM OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2" CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONIF}AC,OR'S RESPONSIBMY. LONG MINIMUM SHOULD STUCCO EXIST. A3) 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 SHALL BE LONG ENOUGH TO.REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS STALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE. BECOME THE ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED THRFaDF'ORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDIX,INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFF3510NAL ENGINEEi THA - 1/4'0 x 3/4'SOLID SET,AS DISTI6BUfED BY ALL POINT SOLD SET ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TTM ' THIS DRAWING SHALL ONLY BE USED TO OBTAIN &1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 T/4". PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE CE BE AS R SHEET 13. B.2)3/4 SOLID SETSET ANCAHORS SWdLEe ENTIRELY EEIMBEDDED(7/87 INTO THE CONCRETE BLOCK DNR.NO ��.` IAe .,, FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS SCREWS USED SHALL DE 7 1/2'LONG \C ENS'�.'•.r���� ®its mlF.co Ma TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OPAW" DR MMUM SHOULD STUCCO DOST AND 1'MINIMUM FOR WALLS WITH NO STUCCO- AL B.3)IN CASE THAT PRECAST STORE OR PRECAST CONCRETE PANELS BE FOUND ON THE[XISDHG WAIL, = ryH F1' LyLIRr[p CORP. oylo/16 ANCHORS SHALL BE LONG ENOUGH TO RUC H THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �Fs 1"VLY JTIYF 1 GR YR o�EE SHALL BE AS INDICATED ON NOTES 0.1 &0.2 ABOVE. 3 .. nLur TESIINa e:ENOINEsxiNO coYPANY 70M HERTI ET PLACE - eme A ym.s.sw m%%mmII soman,n.9104 LtEST PALL!IEAOM FL 33413 15-014 Q• Ree,1(CmA-1616.F..(>o R-1331 PTI:IBM-643-Wn %��'. RIDQ`,.•''�� ®mem s1 d`o�" ...te�o.ma..�m WAIVING X. WALTER A.TRLR Jr.P.E. /,���',• A TE F10WOA Ue.1 441671 o SHM 1 OF 13 !r , dA' X941 .cam- 2 �, � y, 4�. .g 1715• �. t� ,� b q � 3'ate•t 7� 111' S � 3 ©6JALL INSTAWTIONS� ® T fYI11rDOiY © PLAT END '"° © RIOR CENTERPIEC O BE USED , 6063-T6 ALLOY 6063-75 ALLOY -T5 ALLOY Y INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FDR INSTAU-47ONs ® �j�T-TERMOR CENTERPIECE 6 ALLOY DETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRAD£ MEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SEE COMPONEN75 20,21 3 22 ON SHEET 3.) ao67' d71• .7Ja' Zar tote• 1'9�- z71� tort• A Q.JTO 4G. �°7• 4 1daY .61I .12D' �. rte, b.120• - '. ti .00 �• `��. � �• � oN .OAT .G.0BeM r- -1" 2719' 2'° MAX. B.O. © SPALL HEADER ® CEILIlVG ® FOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-75 ALLOY S= I CK 6063-T6 ALLOY 6067-116 ALLOY 6063-75 ALLOY 2696' f2 �- COMPONENT o b t1 t2 e• ® 2• S•MAX. 0.125• 0.125- .ow' .at0' j� � i. .961' K 2• 4'MAX. 0.25- 025' 0g = .om' 9E © I' 2"MAX. 0.062' 0.062" aue• ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ALUMBVW ANGLES ® H 6063-T5 ALLOY 6063-T6 ALLOY 6063-76 ALLOY -6 ALLOY r� COMPONENTS e `\`, �IfIG6flll3�8r = 1 FLORIDA BUILDING CODE(Nigh &Non High Velocity Hurticane Zane) ENS •''/ ''TO I ®201.57R.1EC0 91G TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0RiwN W- LGALL FOLDW SHUTTER CORP. °'"°"6 © 3/�8"0—�16 ACETAL �E���r� �}�y1 2W6• IL E C O�Nc. DA7E 11aVm�D5D ® LOCllfl!•G TUBES -• TICCIT 7ESIINo a ENGINEERING COMPANY 70M HEMS7I✓�T RACE 1 LIVduL7►7 � A C NTERP CE ® CORNER POST =* �� F ;'L� 6�°"""'�"s°*"'e0''"'"n"' "'"'w'°° "'�P'"1 W"""""' 15-014 FOR n�v/ 6063—T6 ALLOY 6067-T6 ALLOY =A'• Qt ' 01'0006r71Y ,-,�' o Re,_ �I L•t6teeoeael.eem anidsmtlut0.- DRAWING Ho 28 f12-LONG i�ih • \ WALTER F1ORM U. 44167 eyoti en SNfEf 2 Of 13 \ t • T1fNnnu11�t1\ !r 1TAwl ( 1�YlL U/sG ; j Fi4aae TFf44 SPACE "'SLATUP �° 1 O J APART i 000 ; �nrL ; j 2-CUP EACH SIDE TABLE 1: SOtjRGES FOR & DIREC7TONS. ' I aF WINDOW(SEE TABLE 1) SLIT'S { OOO ' SLAT'S ' i '" ; lYPM,C PM0.9:'Rl,Q S`�D SAM RMVY�Mr KVUCALE� 1 000 i F(Fk/CKLE ; i REF'ERF11gE, 000 MIN I i 20 u�xNamom Jim LDW 1a Rms 000 LCL 000 I L. i � uPECIFIC�nrr am M2 Dim w14 0,043 MAW pXq ' 'TER^54E lima StREN9M ASW 0639 9,480 pa.L 9,500 P-L rF fo FLEXURA.STRENGTH AT YIELD ASM 0790 12AW P.J. 13.400 p.aL FIFXUlK MODULUS ASM 0790 340AM P•el 3450800 p.sL Itig2$ � i :� r at.p SR4P-1N ENp IlddGC or q� i r.o00' t z i i n CTlP rOP/aomom "leo AE4K. ^� SEE NDOW 2 NOTGiFp OQp JSRt 0250 16 fi-fbR !b/!n a 17 fl- . )ABLE n i ( j SMOKE DETISRYY ASTM D2843 47.2% 94.5%MAX a WA.1E OF eURNINC ASTM 0635 C-1 CWS C-1 CLASS 1A SELF MUDION AM DIM 1040 7 900 F f sear wWDowIQ` I Sur WWOw a.Obo^TUCK 1 64B81tlR ASM c1% POLYWOCIVA NEIHNNG TENSILE S'1RRl0M AFTER WFATHERNO ASM 630 9302 p.e.,. 6040 p.d. WINDOW(5'E£TABLE 1) TENSILE STRESS BEFORE WFATHERN0 ASM 930 $01 p.td. 0000 P.nL + F1Bt2 M = 1.000' (2)W7AiAOWS MAY BE AV ON£SLAT SPACED ASV i F i ; A ABFMMUV OF 14'APART,*W12'MIK FROM . EA'DS CF STAT TOP aC BOTTOM. sur ML.srywA RTsrmim AaHcmr TABLE 2: SOURCES FOR craw rO £NTERPTECESV DR NOR AT CDRNERS OF PROCUDT, SMMYJW MAM IVOL COMPAW err A ye`2t &ACK WON PART i BOO r ----; 'Sul! (aEVA � 40-B X PFNSICN.. REFrREMCE' j2a5f8t+8 SLATS i 000 SLAYS ; + 2�} 9PECWC CRAWY ASTM 0792 0.042IbAl. i•4KNUCKLF— i Opo i KN i i NEIWAAG . (XTP) f 000 ; , i i IPlNLYlW b TEFSLE YIELD SIMMOTH ASM DOM 11.5W Pma. + 000 ; (J)RUMS DF ; ; Nail Dm ; {{{8° FLENURAL STFU CM AT YEW ASTM D790 15,000 RsJ. O 0 i FA Q HOLES ; ; r' Pdl FLEXURAL.MODULUS ASTM D78O 450,000 pst t-ItQA , Jd SPACED 1 L__..- + TlAiN. i 3fB'APAA7' i ir1Pp.GE1W,ICH .ors• aP� NOTdQD 1ZOD ASTM 0256 0.6 FT-,bfar TaAnJvwrtm i W tA?T1T I mwArmtrnw OIRECROW i foae a� aaSP' COUTTCTFNT OF TnMM&L WMSION ASM D690 55.1b l'A-F 21 Z- �'+� FLAYYA87UTY LR.94 00* AWAP-IN END CLIP MdI1NG TEMPO ANRE ASM 03416 E &m BE USO As AN OPTION FOR ALL.TNSPIUAT06 � SUT MOW EI"AT�ON UNDER BE NtM MAY INCLUDE PERFO nOW -. rT,TsL>DOW T PIC L to SLAT WINDOW DETAILS -ANN.•(2j NIADOWS MAY 8E Di ONE SLAT SPACED MW, 24 APART(MM;EWWY 10 SLATS). W 0 VIEWING WINDOW & f CLIPS TYPICAL ALTER Ali TE PERFORATED (SMALL MISSILE IMPAC (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE(High&Nan High Velocity HMMcene Zona) J�YAi�� 02DI5 ULM=FK'— TTTAH H FOLDING IMPACT PROTECTIVE SYSTEM e �GENISF •� 1 L3 C O iwa�\ FOLDING SNUM D CORP. °'jDAU 5 •�a •: TW7 TESnKQ R ENOMEFRINO COMryry,P,AW T089 N ' T PLACE the i> �16�A. A19'JlAtal WWPAM 180o-M3�-8�br•X'7413 15-014 tuwm I" 19 WALTER A TKLyT Jr.P.E a+:a army os AAS r oonwnA w. Aaa jalaa fl.ORIDA tip¢4418r r mea mnara SNFA 519 a � rusaa.autu11111 2 or Q3 W/ Q3 .16 , 1© OR 19 4 p 5 8 (2) M nil It w 7d"z USE(2) AT 30' 15 p ♦ NOTES ON®&LOCKING TUBES®AT 4Q&Q. w O O.C. FOR PANS n Z w UP -0 99' 1 1.TWO(2)®'SHALL ALWAYS BE USED AT PRODUCTS MIDSPAN SPACED AT 30" D.C.FOR SPANS UP TO 99". USE THREE(3)�S FOR LARGER a USE S(31) ®AT 30'O.C. SPANS SPACED AT 30" O.C.AT MIDSPAH. COMPONENT bZ3��MAY BE cwzi ( FOR SPANS LARGER 1 STALLED IHTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES y THAN 99" UP TO 144' 4 pR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. N aea10 2.(2)LOCKING TUBES SNAL ALWAYS BE USED TOP&BOTTOM AT q PRODUCTS CENTERPIECES 4 OR US AT ALL INSTALLATIONS.LOCKING TUBES SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. DR 18 (2 1 t 1 SEE LIMITATIONS FOR®ON SHEET 2 I 1 END CONNECTION DETAILS ' ON SHEET 9 TYFULL HEIGHT.FOR 6 I O t O+ Q O+ 1 6 ,®+ 1� , CONCRETE.CONCC RETE BLOCK OR WOOD INSTALLATIONS. O+ + + 1 O O O O 9 10 910 @ � + 11 NLIMITED WI TYPICAL ELEVATION N. T. S. 46 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 79 ON SHEET 7. SE SECTIONS 1W & 2W ON10. SEE SECTIONS 4W, 4AW & 7W ON�SHEET 11. TIQpMj , FLORIDA BUILDING CODE(High & Nan High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W" BW & 14W ON SHEET 12. ;rya. 02015 TILTEDO M TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM AAALL 4167 k IL ECOtNc. FOLDING SHUTTER CORP. ��DATE .•11,, TRlfi TESTING h ENGINEERING COMPANY Wi1 p IIEACI•IL 33411 ,�• /. am xtc aae.e4 sra m,w�A Darr✓,.n 9fE! Pit faro-ea-ant 15-014 • \� PM+i if-ISL.Pot:DDf)Q/1-191 DRAWING No trmaa:mteco®aolmn .r�.id�pYwYamn ��i !(•,�, "�?\\\\\ EH-0008719 �a WALTER A PLLD Jr.P.E n•�' FLQi1M Ek./44187 moon a SHEET 4 OF 13 ! 1 POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OD POURED CONCRETE EXISTING NON STRUCTURAL WALL OONfEMICN 0.050•THICK SS OPTIONAL RAIN HOOD (NOON SSTTRUCCNRNJ REQUIRED. TRIM(DECORATHE HEAD) (SEE SHEET 13) VOLUER HOUSING MON-STRUCTURAIJ y • ) 5 1MIN. 2500'MN. MDL ED. ui _ OPTIONAL •z =—�.� _ RNN HOOD (ROl1FIS (ODNfL710N CZ �3 (TION-mucruRAL) SEE SHEET 13) 0.B55Y(17P.) 1 ' 010 x 3•SS.S.Y.S.W/ g /19'ALUM.POP RIVETS, 1 13 0.773'IONC NTLDN 3/1B'ALUM. - 1 $ BUSHNG W/A 0.150' CONI. POP WVEtS, y B 18.O.C. (2•x4•WAX) LOMO TOP SECIIDN 0.500' 0.1 6'a027W ®1e'O.C. C.D.AND 0245 I.a.A1O • 0.223.'LONG Borrow ULTRAFAB TAPCON w/AWN> SECTION 0-320'O.D.AND WEATHIR _ POURED CONCRETE 1 To G1wss ON 1T/E40'Pf10lDg�C� I 1 4•r x 1-TIX 0245'Ld. STRIPPING FA fy CO1b'ITOX.'ROI4 PRODI1Ci5 I / ( .) SIDE( •) I Or �� WL CONCRETE BLOCK (�SCHEDULE J or �5 7E,�1D( w/1 3/4• SCREW aR 1/40-2011' 7/Le•ALUM. ON sIffET 1J) I B.S.us WITH NUT a POP tOVEi". 1 ®T $w ®t MN.EMBEDMENT O D•O.C. . I WASHER O 4'O.C. 0 18'O.C. I or D7 POURED CONCRETE 1 ®t OR CONCRETE BLOCK I Y MN-SEPARATION� Tor WALL REWIRED. I J or aas(oSNE�sWSs ® ®t t 1 NN.SEPARATION 1'o 1 70 GLASS POURED CONCRETE OR CONCRETE B1DCN �s (SEE ON 9RS E�ti'7�1J) WALLREDLITRED. I I or G2 I 1/4.0 x 1'TTX ®t F (SEE SHEET 13) j I SCREW OR 1/40-20•x1' W j % s I W9i�04�N0C& /IDx3'SS.sus.W/1/z•1' 1/4-0 ITV BULDIX TAPWAI x ATNANCED , x W LONG NYLON BUSHINGS THfF18PDTtM OOiECIdI Cl (Typ.BORON.Fl/D 3/4' OR 1 a r EltO uR 0iEE SHEET 13) LONc(IyP,TOP),[OLCEPT AT WALL FACE MOUNTING INSTALLATION m1aTRLIGTIaf PRDOIICIS I + ROVED Houswc(IYP.) SECTION 2 CIM-FLEXE-FLEX W1 f 3/4' Mi (2-x4•IIA%.) N. BEDMENT O S'O.C. WALL FACE MOUNTING INSTALLATION DP3ANCHOR 1/2 �"®G ANa SECTION 1 D SPACING GROUTED BLOCK REQUIRED 1.000 2- • (MIN.r GLMCROR(.TE MIN. �/ DOSINC NON STRUCRIRAL POURED OOI4 j WALL TRIM(DECORAdE STW 0 6 AN0 0R STAGGERED ANCHOR 5PACIN9 DECORATIVE WALL TRIM TRAPPED DETAIL FOR (6) MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE u ?AAX.A.S.D.DESIGN PRESSURE RATING - +65.0. -80.0 PSF & CONCRETE BLOCK ����o) jH �7AAix FLORIDA BUILDING CODE(High &Nan High Velocity Hurrcone Zone) SCAM, N.T.S. �P••'�GENs•• ✓,p�� ®2015 nTEOO INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM • _ �x1E ET��►►E1//���LE'�p Map NOTE FOR COMBINATION OF SECTIONS: * E.D. -EDGE DISTANCE = FVWI17Lr JTEVIIN WM. °S/DATE13 SEE SPECIFICATIONS ON SHEET 13 IL EC O INC. 1- MOUNTING SECTIONS CAN BE C06181Nm ( ) mep �PrA� IN ANY WAY 70 SUR ANY INSTAII.ATTON. '� / I�R4. 3�m.GivnvniraacW,nPsnw WEST PAW t£AfJ4 it x7413 15-014 =•O S F ` .i pmprI' .t:a (xelm�-,51, TME 1500-!43-8711 4-mac 12tae0ael.om wrrf.Iddil8ehu5an.ean DRAWNH nn T SEE LIMITATIONS FOR ON SHEET 2 �� OP 1°FRL O -14,`W7 �'` °�" `" ® a� �N- RAIL011 lk./M767 >a •�� a SHEET 5 6'I7 110111111 1/4b x 3/4•IVIr CR 1/4'x 3/4' B01.TS W/NtlTS a WASNTi O e'D.C. 0.060•THICK S.S. I 1 POURED CONCRETE OR ROLLER HOUSING 1 IN.SEPARATION�ON AIN.TO.CLASSsEPAPATON CONCRETE BLOCK WALL (SE SCHED E REQUIREDOPTIONAL RAN HOOD 1�—(ON SCHEDULE OCINEC1101 O4 LR. Mon-STRUCTURAL) 1 ON SHEET 13) 1 or ON SHEET 1J) or s (SEE SHEET 13) ®t '�'^ t /IOxr SS SMS W/1/2•{ ALTERNATE 3/16•ALUM. POP RIVE 3/16'SWM. x3/4'LONG NADN BUSHINGS POP QTS O S. O.C. POP AR. O 5.OD. AT REAR. 1 BTTOYCEXCEEPT7 A RROL ERR AT R'.1R.1 HOUSING(TP.) I I' 1 1 / (RO IIs _ • W ��%' osm'0(1Yti.) I n y xi 8 I _ 3/18•ALUM.POP RIVETS0. % I 3/16'ALUM.OTH 6 POP RIVETS 1 11 O 10.O. BOTH SIDES •_ �% 3 3 O 10'D.C.B510 3 16'ALUM.POP ORIENTATION B RIVETS O 18,0.C. Q. 0. �IOxY55 SYS W/ 0-173-LONG NYLON U.16]S MIN.3/4'PLYWOCO BUSHING W/A O.1S0' I MM.SEPARATION G.2705D•030• S MIN.3/4•PLYWOOD 4WALL 1/2'MIN, REQUIRED LONG TDP SECTION 0.AO•I TO GLASS ULTRAFAB C REQUIRED C.D.AND 0.245'Ld.AND WEATHER /1/4'4 TA'CONS OR ry 0.223•LONG BOTION (SEESC HEDU E STRIPPNG EA 1 Or ORETE_�K I 1(4'THRU SOLI W/ SECTION'0ON SHEEP 1]) SDE(TYP.) t ANCHORS r O.C. FW�AASH EIDENUT O 10'0.GOS45'Ld 'RUSHER a NUTTO 5'O.0. 1 4.0 TAPCONS ORPOURED CONCRETE OR C1tETE-ELDL A7ORS 8'O.0.CONCRETE BLOCK WALL � � 6063-TG CORT.ALLUUM. CO NALUM.G E OR SENT PLATE. ALTERNATE 3/16'AM ®t ANGLE REQUIRED 'POP RIVETS O 5'D.C. AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 IMM.A.S.D.DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX AS.D.DESIGN PRESSURE RATNG= +66.0, -66.0 PSF s 5 a 9 1 m 3/16ANY.POP PoVE15 o MIN.SEPARATION TO CLAS^ Z 10'0.C.BOTH SIDES (SEE SCHEDULE zl jQ I ON SHEET I3) U4 I ALTERNATE LEG ! Or W a ANCHOR ®t y ORIENTATION CON EITIM C3 ALTERNATE LEE (SEE SHEET 13) &AMM c ORIENTATION 1/4'{x J/{'lIXS SCREW W/ •3 POURED CONCRETE OR 6/B'WASHER OR 1/4'a 3/4' CONCRETE BLOCK REQUIRED 0.W/NUTS a 5/8'WASHER O W I 8 BUILD—OUT FACE MOUNTING INSTALLATION OOIIECIM u 10 SECTION 4 ( SHEET 13 ) �. �• 1/4•s x 3/4'TDCS SCREW OR 1/4•x 3/4•BOL15 N/NUTS POURED CONCRETE OR &5/8•WASHER O 6.O.C. CONCRETE INSTALLATIONS DETAILS INTO CONCRETE B`�UIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. ON 4A BOTTO FLORIDA BUILDING CODE(High k Non Kiigh Velocity Hurricane Zone) ``�pP� •,.•�•'••..,••�9r��' 021115TILTECOW- IRAN II FOLDING IMPACT PROTECTIVE SYSTEM G AA.AL�` NOTE FOR COMBINATION OF SECTIONS: * ED. —EDGE DISTANCE 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �- FOLDING SHUTTER CORP. � IN ANY WAY TO SUR ANY INSTALLATION. �i I L ECO IMC. DATEDATE�' RILR TESTING a ENGINEERING COtIPANY WEST PAMFL X13 els xa Asn a4 a.Fut,1ecrM n.alae 15-014 1 SEE LIMITATIONS FOR®ON SHEEP 2 y'p�,,1 $T o •,�` R"O'•0p°M11''y°.�'Om'Sn IeaT PIk teDo-blS-es71 muMNG Ke e-moa4)00671tl.tem nn fa gdu8re n i WALTERF A.TIL671Jr.P.E.U. Ope E FLORKA. t 44167 MA.x ax .. 51ER BOF 1J !!!lIIIIIH11Nl •r •MIN.E0. POUREDCONCRETE CONNECTION CS 9MUIRED (SFE SHEET 13) 0.060•THICK S- &-ROLLER HOUSING OFTKINAL MIN HOOD "-STRUCTURAL) 5 (2)NYLON I..SO.SMO.w/1/210 NGS ROLLERS DAWO(TYP.) Cryp.TOP)AND LONA NYLON BUSHOLGS WIITO10. CEPT A ROLLED I B HOUSING cw.) /10 It 3'S.S.S.MS W/ 0.373•LONG NYLON 3/16•ALw. BU—c w/"0' also• POP RNEIS, ILONG TOP SECTION 0.500' O 18'C.G O.D.AND 0243'W.AND COM.a163'sa270'a0.030' 0.22.1`LONG BOTTOM ULTRAFAB MTHER SECnON 0.320'O.D.AND SLRIPPNG FA SIDE Cry.) o245"Ld. 1 or T or e IN.SEPARATION ®t TO CLASS LE- YN. AMnONO W (¢SHEET �. TO GLASS G (SEE SCHEDULE T or MIN.SEPAfUTION ON SHEET 13) ®T - E CHER aaixe 1/a• x 1'TES SCREW OR (SEE sCNmUIE t/Tr-20'Y1•SS MS MDN ON SHEET 13) T Or OPTIONAL RASL Guam NUT k YtllSTER O 4'D.C. 7 ®t (NON-SIRUCNRAL) @--- ALTERNATE 3/16'ALUbL I OPTIONAL RIM CUM POP IOVETS O S'OC. I (NON-SMWILRAL) AT REAR. I h S g ALTERLWE 3/16'AI ULL I ^ R 5 9 • ALTFANAIE LEG I T3 AT REAR. 0 LOCATION MRN Cj a 3/16'ALUM.POP RNETS ANCHOR CONNEDIKIN C7 n 3/16'ALUM.POP RUM O 10'O.C.BOTH SIDES (SEE SHEET 13) Ci• 0 10.O.C.BVRi SKIES EDGE OF OF SLAB IF F�� EDGE SLAB F POURED CONC1ElE7 00th(b APPLICABLE REONRm (SEE SHEET 13) . POURED CONCRETE • ftEOIIIIZfD. POURED CONCRETE / IDONECTION m •MIN.ED. RECLRHFD (SPE SHEET 13) . •MLN.Ea 'MIN.E. •MRL ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM_ SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) ®2016 TILW=NC TITAN 11 FOIDING IMPACT PROTECTIVE SYSTEM NO FOR OMBI TION OF SECTIONS: >IC ' ;y 3110115 .15 E.O. = EDGE DISTANCE ,.�yaP���CENS�c•�'.' �� 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. 03/'E IN ANY WAY TO SUR ANY INSTALLATION. __ IL E C O FMc. °"" (-- • 7W9 HEUSTREET PLACE *= nwr TLSi1N0 a ENONEERINO COMPANY MP..T PAW UFACH.FL SM13 am w0. s0.s.3m,Vraaa n•®4 n.ansa f%1800-e!3_Iun 15-014 T SFE uMITATIONS FOR®ON SHEET 2 'O'. �1^1""' �'���•t�• a-malEB-002671g WAITER A.TL1 Rr.67 PF FIDRIM U./0.{167 0.•u+ � SHEET 7 OF 13 .............."1\ • 'Poukm 0oN6c,E OR ptwlm moElE 6.0of MI. Sm TWE PIR StllEanc BLDG(3PIL Rvxmm (gE somuc) 12)I=W 1/rr rAPcoa X X ANo,asOa'J(s¢s6,muD / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (a)yr'•310M"9CF" ------ - ----------- ALLOWABLE TUBE REQ'DANGLE NUMBER OF ANCHORS a s na 310 M" 0 0 0 0 0 0 TUBE MAXIMUM SPAN LENGTH EA. END PER END OF LUBE -- --------- - PRODUCT e2-7 AUM E o 0 0 o SIZE SPS TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM o•» 'n6"� x/41..3/r rot soca1R.TM. TUBE TUBE TUBE o a Or- Yx4•a 316'ar4•.3v = 60' 106.0' 13 8 �t/A!i NOIRE TS ALLLL MMIC g� (SEE soanulo s¢ � &,q 2'.4'x1/8' 96' 85.0' 17 10 NxSE 144" 69.0' 13 B 3 Bn1OW. 5�.i/rr�oimN � 80" 117.0' 17 10 3 (ME saes=AMMU pf Pnra 2'x4"x1/4" 96' 110.0° 21 12 J 144" 91.0' 21 12 r am ns 80 109.0' 17 10 TYPICAL ElEYA710N fi11BE AT TOP1 2'x5"x1/B' 96' 100.0' 21 12 ,SPAN TUBE MOUNTING INSTALLATION sAe w s SECTION X TIS SPAN 144" 81.0" 17 10 YJIE N.TS . �� 8(1' 724.0• 21 12 POiNo',uun '/r TIP. 2'x6`%1/8" 96' 114.0 21 12 144" 93,0" 21 12 r.s•n 3'L3'r 3•.a, 3,�, $VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SURATION OF SHE 31¢•.1/14 tEN41N p t ® mt/ / SHUTIIIS HEIGHT ABOVE& TABLE 10EED THE MAX.PRODUCT SPAN (sI spm6suA IH O»=scNlouLA SHOWN ON Y y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 7� �p MAXIMUM o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o/4Y,3/r mc3�Eae•aa - ------ ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE • SPM TBA - ------- -- ------ 3.211% IFMWN 6o63-m(s¢ LnA au E-Ax3c 60' 76.0' 13 12 -(.),y4.3/r mq wea, �• tl SM M PER 2514'x1/8" 98' 60.0" 17 15 eom•uAx. a . im+anxo x �01oas DIPJ 144" 48.0" 13 12 ano (g (( E ,1�r(z p TYPIM ELEVATHNI [3UBE AT BOTTOM) BO' 87.0' 21 18 SPAN.TUBE MOUNTING INSTALLATION 2'x4'x1/4' 9B' 79.0" 21 18 6PAM t�1nw11 144" 65.0' 21 18 (6)1/4"Is 3/4•MM ser ..r 317•or 3101,p• /1 JF'0' BO' 77.0' 17 15 M OA LONCTUDMLT. �� Ile ra. 2'x5 zt/8' 96' 70.0' 2t 18 i _ 1/4.0.1 3/4• NN.FO. MWON6/CFEE-FLEX (SEE STEE1 FX6fIN0 6IA55 A'IOgRS O 18•D.CI 13) snNo 511111CITIM WR.ED6 F20SIIN0 (gE 51✓f2T 13) FJ6R7ING 1 `&,y b.7 ' . SIRUCnJRE / STRUCNRE 31WO THRE411MH �� T 1/4•...1 3/4• / 3 r PDP RM:75 OR a COGEMECE FOR TAPCOS/CIRIE-Rm 1 \ e4 a.c3/v MIS a (T+p.) ' 1 1 / o Nr D.C. � 1 I / OR PDP te'POP 3 1 or t or O t or �t OR,/.•ten' + or T 1 FAC t 9� os o 1e o.a SND CONDITION BD. sav 3/1 SID-Or e90Vz Q 8• NYEts \\ i// c1�Y�8lalw, 4 SHAWN 840.03/4'706 �/r DR ExTODaR) 8 E 1 ERIOR m Nam Q (2)_®e 30•D.D.a MEAN EWi�•TO 99 / MIDSPN+EVNl(I���to De• SPAN a(3) a 70• \ oc o MaD( F.-Up. OR Up 18 sca 1u r sue 1, 1 \� HORIZONTAL SECTION 20 ,D I44 SPAN(THUMe HDRBbND1L SECnON 501W MAY BE INSTALLED (IEYQS FXiB80R) RDFI80N OR BCIEJB" E mmm) / /18'POP fdlE15 - - wmT lm OR EKImm) ON 1/4•:3/a• Y,25A/e'caNr. I Toe;I.,e•o.c *MAY vmr 117 Mor sLAT AT TRAPPED NSOIUATIONS 4 OR'---" 6oe3-Te AE1or ANetF 4 OR 5 TAPmx/DRE�E�Rix SHOWN -�( SHO \ 3 t SEE UWAMM FM©ON sHIfT 2 Damm S a ,wcE0 a 1a•o.0.To / f7051NC r O.r.TE _ F OMM STRUCTURE 24211/8•COIT. BUILD—OUT „ eDeJ-Te A110Y ANaE END CONDITION 3L+e P'J/4.3/840< X/oR Exsnrxl s1m+0ruRE ENO LOCK ANGLE Nuns a 12'O.D. END LOCK ANGLE H=0NM SECTION HaNQORAL SECMN NOTE•1 2'.2•.1/8.0083-78 AV v 3/4 TBC COMr.ALUbM"BFM ANQE SCNEWS AITACIOP TO ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR cEMrEnPECE e e oc. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A (z) o so ToO. o MosPAN EOR u To se• SOLID THERMOPLASTIC TIP MU BE [WALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, sAN a(J)�o so' 0.357x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc o Mose FDR UP 7D 144•SPAN(THUMB INTO IT WITH A 0.120' o.d. HOLLOW PIN,. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH sawn MAY eE eaTUEFO A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TDP AND ROUND BOTTOM 1NIZVOR OR EXTE38OR) OF THE TIP A SQUARE, 0.475"xD.475'x0:085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 1190 SHO (i)PIECE, 1.375' LONG, WITH A 0.36674.36ex0.630' 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" 4p� t DaElR) 2 DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. se0• e SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DIRILLED ON THE OUTER 1 OA) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. vosR)aR 4 OR5 SHOVT 91T'I:RNATE LOCKING SLAT CORNER LOCKING DETAIL ON ��`���P%01111�T'Ct/T✓����� ORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. r ®z010TR3TCO iHO AN It FOLDING IMPACT PROTECTIVE SYSTEM fly No,44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) `* IL E C O INC. FOLDING amErr R CORP. °'a 18 • I1lLT TESTING a I:HOINEERINO COMPANY '��T PLACE Mv.JMR w.]04 v.atA ovaxa n sstm 6EiT PAW BFJG 0.r13 15-014 'i / A"N,a30l 18J0.Tm„ID31871-1ss1 PH:1600-94.7-8371 CO067 od.mm �.htBn2elNHen.mn DRAWNO Ile HALTER AOi 0671Jn Pt. a■ .m ,v.r o®.a TE FILMDA jca 44167 14 11 _ • SAEET 9 OF 73 s it [2'ru1,tTi111i 1 A� • A PER M 3/16-POP WETS, YwYw,/T R—H EEO OF 2'wY AURd1NWE ANOEE µ4C ANQ E UM WY FLEE AVAY ir-OAEtttN. ¢. aTOWMIUS P N,NCO mccN F d RLOUOIFDTO� q mY 19 �� mnD-our Mmw PER SECTION 4.SHEET 8 (2)7/16'POP RNM Fral LEC OF 2W mm rn o""N EXTERIOR ELEVATION ��SI.MILAR ATH PLAN VIEW A—A OR I771I1µ4s \h AND.TST AND BOTH SIDES ISS OF PRODUCT ® (4)/1/4•.w 3f{' OPTIONAL SIDE ANGLE WTES Tm WR/q+aE 1p�0 UN. w 1 r 'w,eMP a' (FOR SECTION 4.SHEET e) OO TOM riDM OR TO WALL(i FXWM E* /Y.YN•OON/ . -rr..u#pina TX AROIE to STAB � 1/4•.w 1 7/4• . DO PIECESDR L Q WY 8E RAT /p�js• , y `9' 3/16•POP METS OR Emvm 51R xnm 3/4-WICS :. ,• F9 rY o.c. 3 r/Y MOL CQRNER POST `:4•:�'. �� ISOM IC ST.�OF COBE (RT.AT TOP AND DOTTOM Suss) E70 PELs D EtAT 19 n END OR E END 3$APPP.M END CORNER POST CONDITION �/ FLAT END NOR WAL SECTON fill. !' !!, T FLORIDA BUILDING CODE(High & Non High Velocity HurTiCOne Zone) END INSTALLATION DETAILS INTO CONCRETE ='�� �`�E � ��°'g"' INC. IL FOLDING IMPACT PROTECTIVE SYSTEM 01Ern CONCRETE BLOCK & WOOD AS APPLICABLE) N°' *_ FOLDING SHUTTER CORP.44167 ACAT 07/10/,5 I�TTL DA,E 5 +. zT 73XXMG 6 ENGINEERING COMPANY -014 15 Na 7M R Sb SeS TRn14r WEF/C.R JJfk REST PNM R 73413 '� , URtV`;.•'"����~ N�». awn cm. �T'`'sE' w:�:tmm°}� 1PAw>Kow EH-.000 ! WFLOM A U. 1.Ir.67 +p.r w.amT oP. A+c r MR 1/ ' t RORtOA Uu/44,67 w asua ww 311EET Si OF,3 '4t WALL Fam oP ml.RAW HDDo (NON-STRUCTURAL) d<.<. WALL FINISH „rg 0.060•TMCK SS. 910A3'S5.S.MS.N/1/2'�x3/4• CONNEM ON C2 ): n ROLLER HOUSWO LONG NYLON BUSHNtS(Typ.TOP) AND I•LONG ft.BORON).EKCEPT AT ROLLER HOUSING(IYP.) 0.060'THICK S.S.ROLLER HOUSING \2 (NO-S RAN HOOD (2)NYLON _ i; - w� (NNSMUCTURAL) ROLLERS 0L .853'0 OW°) B r: 25.4'COM.WOOD J/16'ALUM.POP 'HEADER REOT). 910 z Y S.S.S.M.S.W/0' RNEIS,O 18'O.C. 0.373'LONG NYLON CONT. BUSHING W/A 0.15 OMIT"CI LONG TOP SECTION 0.900' 0.183'x0.270' 0.0.AND D.245'L1 AND .0.0330- T Or 0.223'LONG SOTTCM wE1TNER ". SECTION 0.320'O.0.AND STROPPING FA ® t 7g �'. �R/ Auk,',, P 0.245'I.d. ' 510E(TTP,) aY� T+W NW.SEPARATION 27x4'COM.WOOD I �. GLASS TO CLASS ' or ItEAOEit RFA'D. ��SCHEDULE ! or Iy+ (�(ON SCHEDULE 13E ON SHEET 13) N 1+ ON SHEET 13) ®t ®t _ 2W CDNT.WOOD t PLATE REWD. . WALL FACE MOUNTING INSTALLATION e • CZ, o SECTION 2W (TOP) R 1 �";y OONEE:IION C1 . WALL RNM WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) i SFE LIMfTATIONS FOR ON SHEET 2 •�Q".•��CENSF•.• �� ®2D1S � TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN AG NOTF FOR COMBINATION OF SECTIONS: Q ? n1 nLun nneo 07/t0/t5 1- FOR WOOD FRAME CONSRRUCRON:WOOD 'EMBERS TO _ - O INe. FOLDING SHUTTER CORP. w11: BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T- MOUNTING SECTIONS CAN BE COMBINED x = 40� EEtaNa coMPANY app �yHOSTREEr�33413 IN ANY WAY TO SUR ANY INSTALLATION. a ,�'ES ¢� �at GHmR 0.mf15-014 m„Tamptt-�ss1 FR!teOD-M3-e31t .p•, R OP ;'�, —mm: OD06Caa.omn ...rdaT oaAwNe NO D , WALTER A. PJ oti �^A •� �� •� �fhAY �t V SF�-Y , wTE RMOA Lin 9 44167 1� w�W SHEET to or iJ LYf1r N SCREW 1/4'r x 3/4•7M. OR 1/4'x 3/4' . A. BOLTS W/NUTS h WASHED O e'D.C. 00..TT &)EMSTING WOOD BW REQUIRED.srm CTURALPAL ADEQUACY of EXLSTING WOOD Bum ro BE CENRFIED tar REGISTERED EN NEER OR ARCHITECT PRIOR FINISH .0.060'THICK Ss t SEE LIMRATIONS FOR®ON SHEhT 2 ro PRDDucr NSTALIATKIN. ROLLER HOUSING 2's4'COW. C4 D HEADER ~ E0. E0. OPTIONAL RAIN HOOD NOTE FOR I= COMBINeTION OF SECTIONS: • N- 001lEP.IIdN CD IN MOUNTING SECTIONS IN BE COMBINED "I LONG"""m BMU519NC5 1(TYI.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. AND 1'LoNO(Hyp.BOTTOM),EXCEPT o f4 AT ROLLER HOUSING(TYP.) r.R OPTIONALN-` '+?,-a,`,-°%�1 (2)NnoN a x WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO �-F fUl1EIS E A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL r. 1 18 •yrs' X10 x 3'SS.SM.S.Wf.O.S/3'LONG NriON BU9UNO W/A 0.150 LONG TOP SECTION 3/18'NLM. AL7ERiN11E.TEG O 18.O.0 0.500 O.D.AND 0.245'Ld.AND 0223 LONG I PoP RIYE15, (SEE NOTE) 0.16rxL1�SA.03O• O 18'O.C. BOTTOM SECTION O.J20'O.D.AND 0245'H.d. .SEPARATION ULTRAFAB MTN �') M TO CLASS STRIPPING EA SDE (SFE,SCHEDULE ') Of®t ON SHEET 13) T Or®t C MIN.SEPARATION ;e MM.SEPARATION yW F ToGLASS uTO CLASS (SEE SCHEDULE (SEE SCHEDULE E G ON SHEET 13) I � ON SHEET 1J) ... ®t � I 1 Or® t ALTERNATE 3/18'ALUM ALTERNATE LEG OPRIX/N.RAM dUTa) POP RIVETS O 5'G.C. r- f—,T---- rS£E NOTE (HON-STRUCRIRAI) ALTERNATE LEG AT REAR. I I I-1 f 1I ( ) LDCAHON { iI L JJ II II (SEE N ) I 1� I 1ALTERNATE iJJT { �- { .I i X 0315•D.C.� M 1 I i I 11 xS AT REAR. 2'x4'1bNT.i E_— __J'�_____r-� { . {`ice PLATE �ti=r:=+L+.s>.. L o ;A WOOD HEO'D, I I n 9 w.;v,:t.< h J/16'ALUM.POP RIVETS oIt 3 O 10.O.C.90TH STIES 8'ALUM.POP RIVETS • g O to'O.C.BOTH SIDES 00. ED. EO 0. DECK REWIRED 's 27.4'CONT. (NO MASH ALLOWED) WDOD PLATE 1/4Y x 3/4' 'B TS W 1/4'0 x 3/4.1EKS SCREW RECI'm I OR 1/4'x J/4'BOLTS W/NllfS W/5/8'WASHER OR l 3 5/6.1tll5NER O 6•D.C. OONEL'lIO1 M T/4r■3/4•sous w/NUTSIIr a4 �1 1 5/D'WASHER O 4'O.C. 1 2•MM.ED. 2'MN.ED. 0.1 WALL FINISH WNL FINISH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION CAW (BOTTOM) SECTION 7W SECTION 4W `1Y�11111t11LOMrl,A ER A,]'� AAAj'i FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) NOtE+ :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ,• ,`.�Ns••, v�$ ®2015 TILTECO MC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM am"ffr. 15 INSTALLATIONS DETAILS INTO WOOD = IL ECO.NC. FOLDING sflOm CORP. Ds/CkTC SCALE N.T.S. �: a�J l z7089 HEMSIRMT PLACE TMILIT TESTING Q ENOINRCLNO COMPANY WEST P IEICL FL W41J ew N�.Imo,,a.sl.m wlPw aN®s rL mtae 15-014 •. '�` I+m+:Pmm t-Iso.r3I pm10I-um RE 1000-6/3-637L oRAWRW w %�.t''•., C 1F.1Ut�711MBd� W.aItlJn9.AIAfeaeom 11 OF 13 •@ ®' FLOMCIh Lie./44187 wlati M M. SHEET 1111111 m 9 MIN.SEPARATION TO CLASS N.SEPARATION or®t (SEE SCHEDULE ON" 13) TO i �(SEE SHEETSCHEDULE3) ON SHEET 13) i W Di OPTIONAL RAIN GUARD ., I (NCN-STRUCTURAL) 1. 1/1'I x 1'TEN ALTERNATE 3/16•AU1M n SCREW OR 1/4►-70'at' POP RIVETS O 5.O.C. S.S.MS WITH NI1T h AT REAR. • 9 WASHER O 4'O.G3/16'ALL%&POP RIVETS n O JIAL 10.O.C.BOM 90FS EDGE OF SLAB �-- b F APPLICABLE— EDGE OP SLAB ALTERNATE COMtL7Cicy F APPUr.o,- ANCHOR LOCATION h _ — (SEE NOTE•3�m1 - 21ve'MIN.W000 DECK REQUIRED — - (NO FINISH ALLOWED) COIREEiION CB EDGEIF �� _ 2•MN.E.D. . SUB IF EDGE OF 27 MBI.ED. APPLICABLE SUB IF. APPLICABLE 1 SEE UMITATWNS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING.INSTALLATION _—VA SECTION TBW (BOTTOM) I Nm.lJx 1'MIN_ED. N07E FOR l_UMBINARON OF SECTORS: 210'MRN,WOOD ' DEC(REGUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLATE cow.wow (SEES CLASS 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 ;..'.'ti=:{9 WALL FINISH t (3)5/t B•a LAG 2• 2- SFE SECTIONS BW h 14W FOR MAX.A.S.D.DESIGN or®1 0 SCREWS w/2 t 'MRL Mw.ED. PRESSURE RATING &SPANS �' ^:' 1'.4'A 1/6' b PFJ/ETRATION AT GIDWIDIN '<' 6063-TB CONT. (2)OF RAFTER/IR ssEs ';< ALUMINUM TUBE a 1/4 14'(6063-T6)FW EXISTING 2X WOOD ui ui PLATE W/1/4v a1'Ta TRUSSES OR RAFTER 2'x4•MIN.WOOD SCREWS O 6'D.C.IN IO 24.D.C.MAX STUDS O 18.D.C. 1/R mETWFEEN CTRUSSESORR SOD' Y3 PLATE W/1/orox1•TEK (2) 1/4.0 TAFCON OR 1/4-0 CRETE-FLEX SCR O 4'O.C.IN ANCifORS OR/14 NDS WOOD SCREWS OR 1/4'0 m B BETWEEN1TN1aSE5 EDGE(IF APPLICJJX.E) NDS UG ScREMS AT MIDLWOM OF EA SND W/ g 2 1/2Mtn.THREADED PENETRATION INTO 00 WD '+ ()NYLON 1/4'VAXPLri/00D EXISTING SOFFIT STUD0• SCREW OR 1/20 x 3/4' 2 RotitRs r —/fOxJ'S.S.SSMW/1/2•I x3/4•LONG SS BOLTS w!NUA VIASHER O.855'e(TYP.) NYLON BUSHINGS(TRP•TOP)AND 1•LONG • 1/a'/:3/4•TET( O 6 O.C.R I B )WITOM),EXCEPT AT ROLLER HOUSING $ SCREW O 6.O.C. �1D.3 sT.sns w/ MOUNT TO WOOD STUDS MOUNTING INSTALLATION a.373•LONG N1LDN B '"at.°' LONG TOPTOP SECTION 0.500• °� INSTALLATIONS DETAILS SECTION 1.4W (BOTTOM) 0.16310.270' O.D.AND 0.243'La.AND M. ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 PS 0.227'tDNG BOTTOM MPT.SEPARATION UL AB INTO WOO D SECTION 0.320.O.D.AND TO GLASS WFA�FA T Q y EtrA1,AAA' FLORIDA BUILDING CODE(High h Non High Velocity Hur Toone Zone) 0245•Ld. (SEE SCHEDULE STRIPPING FA or®t o SCALE : N.T.S. oR Ls HEET 13) SDE OTPJ `�\�Q�,••\LENS.• ,��� ®2015 mTECO NNc M" n: ...p TITAN II FOLDENG IMPACT PROTECTIVE SYSTEM AG.AtL FOLOING SNUGGER CORP. CAN HEADER TO TRUSS MOUNTING INSTALLATION 3/J :*� TILUT TESTING Q ENGINEERING COMPANY '�91 rPR'� �s-o�4 mem Ra]6P.91..SN]ol l4mu vaoFM6 R Sl,4E WEST PNM BEACH FL J3413 SECTION 8W (TOP) °�;• �{'°"G :�`` "'- trm®,>o,�M�mP,tF1800-m-� .�.� N11uwONO tb v MAX. AS.D. DESIGN PRESSURE RATING +60A, -60.0 PSI• gyp_ • •"T-d`T WALTER A TIWf Jr,P.E 9 FLORIDA Um.f 44167 oaam artm• a� SHgf 12 or 13 JAI a�liuiulnRT . M MUM WAND PRESSURE [e.s.t.S CONNECTION CAPACITY SCN D I F CONNECTION CAPACITY SCHED 1 F AND,CORRESRQNDING MAXIMUM (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 do CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) rra Y+ suOSPAIs A 1146lb/ft AE THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONCRETE CONCRETE BLOCK STEEL WOOD PDQ Pvsmc amahc CON. ANCHOR ANCHOR ANCHOR T+7't PF&SYJ C PP ANCHOR TYPE ANCHOR TYPE TYPE TYPE TYPE SPACING CONNECTION ANCHOR CONCRETE CONCRETE BLOCK' TYPE SPACING ANCHOR TYPE ANCHOR TYPE: 30 Ref 144.0" 144" ft A B C A C E A C F 60.0' 80" t C1 9 425 LB/FT - 388 LB/FT 157 LB/FT iJ4 t$/FT 256 LB/FT 397 LB/FT A B A G 35 psf 100.0' 100" 6 473 LEI/FT - 418 L$ 236 ($TFT 202 L FI383 LUM 432 LS/FT Of 9417 LB FT -144" t44" ft 12 387 LB FT - 34 1 6 FT 142 LB FT 2 1 EB FT 3.47 LB FT 461 LB/FT - 4 - 202 LB FT 60.0 60 100 lb ft C2 9 456 LB FT - 362 LB/FT 250 LB FT 190 LB FT 318 tB FT 380 LB FA 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0' 100' 167 Ib ft 6 525 _ 419 L8 FT 312 LB/FT 285 L8 FT 353 LB FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 ib it LB/ Fr 60.0 9 390 LB/FT - 309 LEI/FT 157 LB/FT 134 LBfFT 257 LBfFT 329 L$/FT 6 502 LB/FT - 4t9 LBjEf - 285 LB/FT 80.0` 80.0" 154 lb/ft C3 6 496 LB/FT - 375 LB FT 236 LEI/Fr 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 L13/FT - 134 L6/FT 46 psf 97.0" 97.0" 3 .813 LB FT $72 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LS/FT - 202 LB/FT 115*' 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT BT 76 - 304 LB FT 144' 14+" 278 Ib ft 0 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LBfFT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT 134 LB/FT 60.0' 60.0' i25Ib .3 972 LB F7 - 682 LB/FT 389 LB 3.64 IBM 500 LB FT 753 LB FT C4 561 LBjFT - - 202 LB/FT 8 .0 8910"00.0 187 Wit / 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 1000' 100.0" 208.208 ib ft 9 281 LBfFT - 224 LB/FT 81 LB/FT 83 LB/Fr 143 LEI/FT 103 LBjFf 120.0" 120.0' 250 Ib ft Com` 6 421 LB/Ff - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226-LB/Fr - 224 LB/FT - 83 LB/FT 144" 140' 300 MAL 3 - 843 LB FT - 670 t.8 243 LB 250 LB/FT 432 LB/FT 311 LB/FT 05 6 339 LS/FT - 334 LB/FT - 125 LB/FT 60.0' 60.0' 13816 ft 9 273 LB/FC 325 LB/FT 215 IBfFT - 138 LB/FT 102 LHjfT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0" 81,0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LBfFr - 55 Psf 100.137 tt30 100.0' 229`16 tt 3 822 LB FT 975 LB/FT 648 LBjFT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 L8/FT r 275 Ib ft - 153 B/FT 3 663 LB F? 756 LB/FT 646 LB/FT 131 13 330 Ib ft 4 269 WFT 301 LB/FT 183 LB/FT 114 LB/FT L C7 3 358 LB/FT 402 LBfFT 244 LB/FT - 152 tBjFt 204 LB/ C7 4 232 LS/FT 236 LEI/FT 183 1/FT - - 6pA' 60.600" 150 Ib ft - - 80.0" 8-mO" 260 ID ft 2 305 LB/F• 3 310 LB/FT 315 L8/F7 244 LB/FT - 60 psf 100.0" 100.0 25016 it 12 j21194 596 lB FT 409 LB/FT - - 265 LB/FF 168 LB/F7 12 388 LB/FT 460 LB/FT 409 LB/FT - 1150" t15.0' 288 fb ft . C8 8 894 tBjFT 614 LB/Fr - - 397 LBfFT 252 LBjFf CB 8 582 !9/FT' 691 L$fFT 614 LB/F7 - 131 128 346 Ib R 6 LB/FT 819-L$ FT - - 53D'LB/FT 336 Ls/ 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0' 59.0' 160 Ib ft 65 paf 92.0" 92.0' 249 Ib/tt - 100.0" 100.0' 271 lb 1t MIN SEPARAT101t TD CLASS SCHEDULE 126" 123" 360 lb ft AttCt'IORS SCHEDULE ASEE GENERAL NOTE C.2'ON SHEET 1 60.0' 60.0' 175 lb ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 Paf 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121" 118' 374 ib ft SPAN HURRICANE ZONE HURRICANE ZONE A CONC.C.$LOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 59.0" 59.0" 187 Ib ft I ZONE 1.23 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 350• 2,50' A NA 4.00' 4.00" N/A N/A 75 psf 100.0" 100.0' 313 Ib ft 5'-10' THREADFORM TECHNOLOGY AS LESS 117' 114" 387 Ib ft 2 1/2" 1' 2 5/8 ft " 80 psf 113" 111" 400 Ib 8 1/4' 0 x 3/4" SOLID SET 3.50" 3,50' NIA N/A 3.00' 3.00" N/A N/A' 90 psf 107" 1104* 424 ib ft ' "100 psf 101 447 Ib R TO 8'-3' 2 5/8"} 1" 2 3/4'} C 1/4' 0 CRETE-FLED( 3.00" 3.00' n N A 3.00' 3.00" N A N A 110 1>'f 94' 468 itr ft1 0 pf 87 484 Ib ft 1/4" m fTW-BUILDERt3D psf sD` 483 ttr ft }8'-3" 3 1/2' 1" 3 5/8' E TEX SCREWS N/A N/A N/A 1.00" N/A �N/A N/A 2.00'140 Pst 74" 484 Ib ft TO 12'-0' ,150psf 69 483 Ib ft F X14 NDS WOOD SCREWSORN/A NIA A N A N/A 200" N A 160psf 65" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. 1111{1111011 If"" 1 4" NDS LAG SCREWS / / AtL47E� >>>�1111R A-T14 �y FLORIDA BUILDING CODE(Kigh&Non Kgh Velocity Humiccne Zone } EXCEPT THAT 3 5j8`SHALL BE USED ) L+:MAXIMUM RSOWAME,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `y�? CENS p'% ®2015 TF°0 INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM aaAn+sn tawA PaSRNE AS.D DCSIGN PARE RATING. .4, 4A& 70. _� ••'•; ' h.¢/V.A L-:MAX AUDWA9EE PRODUCT SPAN FOR A a1£A 1�t'wl1tVE A.s a,aEStGN PRESSURE "E +Q ttttc. OA FOLDING SR1tTTER CORP. b3A RI11MG = FINAL MAXIMUM A1.E.OWALILE PRWUGT SPAN 15 *t - TIWT TESaNa!ENDINECRING COMPANY 7a8A fEI45T W PLACE EQUAL TO THE Jdt81�DETERMINED PRODUCT %^4 T� :Q= �s~b� t�: I��la�m WOr PP>PH,�1 TL�a1413 15-014 SPAN 9EIWF.EN 1+'AHD t-•. % LQR14P,•'�`� ` s-mu1L 4ReGo0ooLrnm vPrf 1800-6 -wt C 0 4 WALTER A.11U.tC Jr,P.E "m.r qtr OTR rte w ee"ep dR nmaa um!44IeT oo.e an... . sxEcr 13 of 13