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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 � . ' -q _. ff �O�C�DepaRfT12(itd BCIS Home I Log In t User Registration Hot Topics I Submit Surcharge ? Stats&Facts j Publications I FBC Staff BCIS Site Map I Links Search I Busines Professi I product Approval USER:Public User Regulation Product Approval Menu>Product or AOpllcation Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation 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 ® 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.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code lt+tr,o•//flnri��l»iilrlinn nrrrinr/"r a"" Atl 7 7/1/7()1 S 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.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,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 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: ®®E secant Aicrx�c� httDs://floridabuildiniz.oriz/Dr/Dr ann dtl.aSDX?naram=wGEVXOwtDav2aBODHDOOe6rl 7,--- 7/1/?015 C3FN ®E,�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. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX.AS YAWFACTURED BY TTW/BU0.DEX, MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(FMM AND OUT OF THEM(N1M2). INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVFI4& 1809 ORAM OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTmim FOR A URECTIONALRY FACTOR !Lugs, Kd-0.85• USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER 10 VERIFY T1£AME OONDIIIGN.ULTMETE DIESINQ WIND 1M]AOS DETIERMNFD 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 W000 SCREWS OR FEDICFD TO ASD.DESIGN WIND LWM BY MULTMVNO THE],BY 0.6 IN ORDER 70 COMPARE THESE W/INx.(A.S,0.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU G8 DESIGN PRS RA7FIGS INDICATED ON SHEET I& CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRO 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 Z INCREASE IN C2) MIMMUM EDGE DISTANCE OF 1/4'0 TAPOON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/4.0 NDS ALLOWABLEIS STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD m 1.66 WAS USED FOR VERIFICATION LAG 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) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1609.13 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TD,REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.). HURRICANE TESTING LABORATORY(H-T-L) &AMERICAN TESTING UAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-20.5,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE (0) TO EJXISTING STEEL STRUCTURE MIN, 12 GAGE, FY=33 KSI(MIN.)MATERIAL. FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATSiQ&®SHALL BE f 10 x 3', 410-HT MINIMUM SERIES W/173.6 ksi YIELD -1/4'o ITV BUIUJEX TEC SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksT TENSILE STRENGTH.SCREWS SHALL ETF COATED WITH XYLAN 5000 SERIES FIDOROPOLYMER COATING.AS �� MANUFACTURED BY WH.ITFORD Co, BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOIGAim ON SHEET 2.MINIMUM YIELD STRENGTH 0-1) MINIMUM EDGE DISTANCE OF RTW BUILDEX TEC SCREW I'. FOR 6063-TS ALLOY AT SLATS SHALL BE Fy-25.9 kal. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksl YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CAR80N STEEL TIW/BUILDEX TEK 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 B.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS)304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PER160S OF HURRICANE 6.ANCHORS TO WALL SHAT BE AS.FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT,OR OTHERS.MUSE PROPERLY CLOSE ALL CENTERPIECES AND DECADE OR LOCK ALL LOCKS. (A) 70 EXISTING POURED CONCRETE: tp.PRODUCT MANUF/YCR1FiER•S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PF;000CT IN ACCORDANCE -1/4'0 TAF'CON W/ADVANCED TdRFADFORN TECHNOLOGY,AS MANUFACTURED BY I.T.W. BULLET(, INC.TO MIN.f•o=3192 Dai. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL.SHALL BE PLACED FOR EVERY OPENING. WTD)SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOUD SEE ANCHORS TO MIN. Fe--3000 psi. LABELING TO COMPLY - 1/4'0 CRETE-REX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fc=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY NOTES' BUILDING AND ZONING REGUTATONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) .THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERG AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHf>:l'13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE,STTE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/07 INTO THE POURED CONCRETE (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTACTORt RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED eMEER OR.ARCHITECT WHICH WILL -ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (e) To EI0STING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE RED.ENGINEER,RiALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX• INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLED SET,AS DISTRIBUTED BY All POINT SOLID SET ANCHORS. PREPARED IT -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NQS ' THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PEEUTTS M THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEEP 13. ` � R(A`LT� MAAA/i�� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 9.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO ••••• EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 4'0-20 SS SCREWS USED SHALL BE 1 1/1/ 2'LONG v 4 �^ \CENs y ®sols EDT¢°rte cn TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ^ MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO- B.3) �••, B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL, C 03/10/15 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAJN STRUCTURE BE14IND SUCH PANELS.ANCHORAGE _ E�•®INC. TMUMING S1IUTfER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. nwT TTsnno ENGNY a INEERING COMPAVoss PLACE'O:,•.� / WEST PAW W-40L 35413 y VUUfII Q ®'° simR',a�o. (3 zw-I.f PW ISM-643-SM DRAWN W �+�' R I DP •'�.�' .-Th Icl-ft coin ...lWmgnu Lo saom rxcAws+O Na �o WALTER TTKUrDOW71 Jr.P.E. y�iAAM'M •,+ lE FLORIDA Uc,/44167 an H. SHEET 1 OF IJ SP00- 2911- aaw aero- 2 zsm• pyo nate• Ilk 1' T� La,s �, d? v g .oe: A P .� 9 ti '4 QG .1 � 1.111• ¢70 a9z' 7 59 A)1. Q SLA , , I- '.LAT EN,D.' .�•,.�- ® SLAT WINDOW ©L—E� i7° © I R CMVTERP1EC _' (TO BE USED FOR ALL INSTALLATIONS, 6063-T6 ALLOY 6067-T5 ALLOY 3-MALLOY- E6 MAY INCLUDE PERFORARONS AS PER (TO BE USED ONLY FOR INSTALLA7ION5 ® INTERIOR CENTERPIECE DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE UFASURED AT BOT70M OF OPENING 6063-76 ALLOY SEE COMPONENTS 20.21 d 22 ON y�5 SHEET J.) aPrLr BTr, 4.)fe- LIJ7— 2�0- 1961' 27� 397' 9.011• 2AeP_ S .6JI .fID- yq0. i. y N F 8 I.9e7 - '� .PSI• - - 2T)6• zsar• a)u• zezr ine• © W,4T.F" HEADERmay'1 CEILING BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-TS ALLOY SIM 11/—�p `K� = -ALLOY 6063-76 ALLOY 606J-T6 ALLOY L 6063-75.ALLOY -I ime t2 .PnP• COMPONENT a b t1 t2 aa2e• ® 2' 5'MAX. 0.125" 0.125" ' .oar .oso• � �, A .mr• n 1� 2" 4"MAX. 0.25' 0.25" 3 .oe9• E © 1' 2"MAX. 0.062 0.062' Ne ® RAIN HOOD �I ALT, BOTTOM TRACK ADAPTER © BOTTOM RAIN GA—LUMN— NGLWS 6067-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY lr =B ALLOY C®A4P®NEN TS a FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zane) ow � EN5 ✓9 ®2015TRTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m1wN AaN� *�+ �!1 S�: N� <3�8"�-4� ACEYA' ' gJgpr/q �}[)�f 2EP9 = IL EC O���. FaLDN SHUFfER CORP. DATE ® LOCKING TUBES/ TIWT TE4NNO h ENOINEENMO COMPANY �9 HEMSrREFr PLACE L s.as ma.Pvm s a a5,ee a 15-014 OR do n - AT CENTERPIECE ® CORNER POST = �/i 4€ (J0511��.• Is51e,_,�, '"�P1800-643-8371"' 1 •,Bleeo00ei<9m ....r w.,ftea a.P DPAW1N0 M" t- '6063=T6 ALLOY` 6067-T6 ALLOY -O Q� �� e--,P ES-0006719 WALTER A TILLY Jr.P.E. °^� eerrar�9c L^•- •----""" 28 112"LONG '�i�i ,, 'yr $IRNA FLmn4 Da.0 14167 aero �` SHEET Tai 1a \\ ` �711(IN1111111N1 r , (J//)ROWS OF �maumn ' i EA4 SPACED i rom O J MART 000 aoR+ j ; 2 a£ACH WE TABLE 1: SOURCES fOR & 000 p/REC7IC9V5. e i ,,,�,,3{� i OF W7N00W(SEE TAB1E 1) . ' 000 ' i i tlp�f4 STAR300 S481G AWOVAUXE Opnow KNUCKLE 000 � KAkACKCE i i k6 TErx4t/SGrFNCE PLASTIC N(trp) ; 444 i (rip) i I 20 UC.A19MMON Jr LDM raT REFR 0 0 ; 000 ' L___ _—J HEW7Nf. SPECIFIC GRLVRY ASM 8792 O.Qi3 tbftn' 4.043 Rfhi � � WINDOW4 ' +uQ,xaerw TENSILE WELD SSRENCTH ASTM 0638 9.488 pe.L 4.500 PPI- D%0.060' FLEXURAL SrRENGM AT YIELD ASTM D790 12AM P.B.I. 13,400 p.&L FLEXURA.MODULUS ASM 0790 340.000 Pal 345.0013 P.P.L SMAP-1N ENO 11� , iNO�tiEO t2 ASTM 0256 18 FT-t6ftn 17 F7-tb/tn2 d$n (SEE rAaLE ) SMOKE OEKSKY AM D2843 472% 84.5%MAX RATE OF SURNMOAMU 0635 C-1 CLASS C-1A SETA 1CNOION ASTM 01929 1040'F 900'OFASLAT WIDOW 01 SLAT W NOOW THICK WFATNLMNf: ASTM 6155 POLt7:AR60K47E 0E1ONG TENSILE STRENCM AFTER NEATIFRCNG ASTM 08 9302 P.J. 8840 P.a1 Y.00O' i �1 i i wwow(SEE 7ARL£Y) TENSILE STRESS SU70RE WEATHERING ASTM 638 8461 P.0. 8880P al. A44X. i _ W i i -MAY.(2)WIDOWS MAY BE sf ONE SLAT SPACED A AUN1MUlA OF 24'MART• WITH 12'UN.FROM I N i fA�DS OF STAT,TOP dF BOTTOM. TABLE 2: SOURCES FOR SLIT MUST 1�EYpt�E INSTAIJ£O A"CEM t ttv '�•• tO ES 4 0R NOR AT CORMS RS OF PROOUCf- ' I ar— I 717gCAL PROPDRRES 5T.4ALAIRD MASTER 700E CO WANY 044 r—` --i (9 SAT R"A (.(Eif(lW .VPaLtStL REfFFEMCEF i BtACX/MQV PARE 00400, ELEUARON =' SLAM ' 00 i (SALTp7) P}tuJJ 000 i SPEOFIC CR.A ORYAS0792 j0.042 e51lb/in' AWIJCK 00 0 KN HEWNG mm"000 WAYDOW TENSILE YIELD SIRENCi}{ ASTM 0638 11,500 P.J. w IZTaME0NLA.tr0%eEoa0Rn'ua (J)'ROWS OF I a g otoFUDWRAL STRENGTH AT YIELD ASM D79D 15,000 r-L OO / A7LE5 FLEXURAL NODULUS AST137450.000 paL t"I ZQ A Nd7TMRNOTCHED 12OD AM D7-% 0.4 FT--lb/'k,I 12'M4A m6lN 1 ADOP DIRECTIONS. EPaE SES% I °'��p oaa• COEFFICIENT OF THERMAL EXPANSION AM 0696 SS x 10 M/m-'E FLANf = 21 �J— +u MAP--W EMOLTP MFITTNC 11�TUPERATURE AM D3418 500UL 94 *F _ro E USED AS AN OPAON FOR ALL 1AWALAT1OM Z AT KWOW 4U"AT10N UNDER 1ARGE ARSS'ILE:MAY INCLUDE PERFOMMAS AS PER THIS DETAIL -ANA: (2)WAAOOWS ANY BE IN ONE SLAY SPACED TYPICAL (1A SLAT WINDOW DETAILS Mw. 24-MART(ANA: EVERY 10 SIATS) W O VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVAr'ION (LARGE MISSILE IMPACT) .11,1110114will, FLORIDA BUILDING CODE (Mgh&Non High Velocity Hurricane Zone) y`p�� •,,.:...,, �9y'�'"r �t2015 TILTECO Im TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMOPAWN Of; Q:V�GENSF 1LEC FOLDING SHUTTER CORP. DATE G3�Tc •a / L 77777 TESTING&ENGINEERING COMPANY 7a89 NDbltgEt PLACE. SBtla R 9a 3�,SIH GMaM m A.11. 11EiT PRIM OEACN.FL 37413 rm,.,tstleT,_,mn.r,a,(.IDeprl-Tan Tot 180o-64,Y-e37t 15-014 s o'', ATE 4F a e- T uterES-0009719 1�n .ram iib LL.«n "IRa Ne WALTER AJr,P.E. ew1 rin r emnaa ave '�! \ FLORIDA U�44167 aa,>.m evrrre a � \alia�aa a SNEEi J Carta �D 8 + 13 IA A 4 2 o W/ OR 19 4 Dq-. I2)T� W 7a"z USE (2) AT 30' A OX FOR SPANS 1'S n 2 ♦ NOTES ON @ d LOCKING TUBES®AT . 4Qd�. UP TO 99' 0 1.TWO(2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED O AT 30"O.C. FOR SPANS UP TO 99'. USE THREE(3)Q''�FOR LARGER w USE(3) 1( AT 30"D.C. a"�$ = F o FOR SPAN`S LARGER SPANS SPACED AT 30" O.C.AT MIDSPAH. COMPONENT MAY eE `9 THAN 99'UP TO IW I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENYERPIECES 4�OR& LOCATION OF g SHALL BE AS SHOWN ON TYPICAL ELEVATION. h J 2.(2) LOCKING TUBES(I�SHA ALWAYS BE USED TOP h BOTTOM AT PRODUCTS CENTERPIECES 4 0R5 AT ALL INSTALLATIONS. LOCKING TUBES * OR S \` ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET S. t'' i t SEE LlMITAIIONS FOR®ON SHEET 2 1 5 SEE END CONNECTION DETAILS ON SHEET 9 TV. FULL HEIGHT.POR CONCRETE. CONCRETE BLOCK OR 6 O. `}' 13 . (2)+ 16 + 13 , Nt000 INSTALLATIONS. 9 + 1b 9 + 10 + 1 9 + 11 NLIMUED WIDTH . - �IC L ELEVATION 4 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 OH SHEET 6_ SEE SECTIONS 7. 7A do 78 ON SHEET 7. SEE SSEE EE 11W&2W ON SHEET 10. SECTIONS CTIONS 4W, 47BW BW A:14W ON SHEET 12. FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) ®,A+S m,Em WC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM Q167 C HG SHUTTER CORP. D TE,J Y s �1.ar!N� FOLDSHURPDATE • �'%///'r� '' �'"TTE•�V.T�[���,`.��`i��:I~A!-L\\\\"a aTtKs.IPruT.....sEerSu6T.rffiaNtmI,aanN3da-:13tJEtMttNae,,Gc.uoIrNtBmaEfoEMo.RLtIe>alloatlsGmkn nrCltSO-iMtisPtAJ!N1Y!! 7w0�"nt EdlgSpTF.EuECTersP•ImACm E 15-074WESTiPAW&WR 33413 -EJTT OPAWM Nr. . EH-000B71R un emMlq ,uY WALTER A TILIff000 9 P.E, I \ T 10A Ua.f 44167 mnan e WIW 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. STRUCTURAL WALL OFMONAL RAIN HOOD REQUIRED.POUR CONCRETE / TRIM(DECORFTNE HEAD) OOMNDMICNI. 0.060•THICK 5.5. (N N-ST RAIN HOOD (NON-STRUC URAL) (SEE SHE 13) r ROLLER HOUSING MON-ST 6 1OOOJJWIN. E 2.5 MIN. MN. ED. Id r- OPTIONAL i (2)NYLON --"``---..s--=•• ag5 OONNITDON C2 1 —== j ��iRUCNRAI) HOOD ROl1ER5 I ��Y+ (SEE SHEET 13) M� 0.855b(i1P.) c /10 x 3'SS S1dS.W/ W /, J/18'ALUM,POP RIVETS. I 13 , OZ73•LONG NYLON 3/76•ALUM. BUSHBIO W/A CAW DDHT. POP I&=. •S � ®18'D.C. (2'aL•MAIL) c I LONG TOP SECTION 0.500' 0.,63•.0.270' O 18,O.C. 1/a•6 RW BINIDf% I GD.AND 0.245'i.d.AND 1 0.223'LONG BOTTOM UULTRAEAB I MRL SEPARATION THREANM 1 1 SETTION 0.320'OD.AND 14E1THFlE _ POURED CONCRETE TO GLASS OR 1/4'0 ELCO 1/4'0 x i•TE1E 0245•i.d. STRIPPING EA OR CONCRETE BLOCK Q COTSIRUC7fON PROWCIB (TYP.) SIDE OYP.) T Or WAI1 REQUIRED. (SEE SCHEDULE T or sj$ �E'TE�LIX w/7 3/a• I SCREW NS�Wlill NUT 2g x1• ppP8R1VElS ®T ON SHEEP 13) ®T ✓•d 8 MIN.EMBEDMENT O 0'O.C. 1 WASHER O 4.O.C. O 18'D.C. ( 0I ORON CCONCRETE ®T CONCRETED° CK YIN.SlPARAlDN REQUIRED. ®To r TO MASSOr (SEE SCHEDULE / T ON SHEET1W h MN.SEPARATION z I TO GLASS (SEE SCHEDULE all POURED CONCRETE + ON SHEET 13) oR caNCRETE � 1 or WALL REOIIRED. % I CONNECTION!C2 5 I t/4"0 1;TEX ®T / (SEE SHEET 13) a, I SCREW OR 1/46-20•.1• W 6 I SS MS WITH NUT h . WASHER O 4•.O.C. •'t 1/4•A TIW BULDE% /1D.3•S.S.S.M.S.W/1/2.0 w ADVANCED .1•LONG KAON BUSHING .c I BDIf6fiCf4L�1 C1 (TVP.BOROIQ,ANtl 3/4' W ($EE 5„EO:T.,,):;� LONC(lyp,TOP),E7fCEPr AT WALL FACE MOUNTING INSTALLATION CONSTRUC1IDEI FROWCIS 13 RC1FR HOU507G(fW) �ECTION 2 MIN.EMBEDMENT O S.O.G CRETE-FLEX W/1 3/4' i (2'x4"MAX) N WALL FACE MOUNTING INSTALLATION QSANWO4 SECTION 1SPACING A"CHDR tn' SPAONo GROUTED BLOCK REWIRED 1,000 2.500 MN. (MN.f PIX1ftEDGROUT) MTIL C ETE EUS OcTsMG NON STRUCTURAL j WALL TRIM(DRORATNE SIW 0 6 ANaoR SPACING STAGGERED ANCHOR PACING p�rnRATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE IMAX.A.S.D.DESIGN PRESSURE RATING = +65.0, -90.0 PSF & CONCRETE BLOCK �5���t j FY"I![//��AAii FLORIDA BUILDING CODE(High k Nan High Velocity Hu 'cane Zane) SCALE: N.T.S. �Q:.•'�\CENs�.:!!���i X2015 ieaLCO INC. TITAN 1I FOLDING IMPACT PROTECTIVE SYSTEM �/w�` NOTE FOR COMBINATION OF SECTIONS: * E0. = EDGE DISTANCE = FOLDING SHUTTER CORP. DTE IL, ECO�Na. °�� 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = 7090 NEESHsir PLACE tILLTT TESTING d:ENGINEERING COMPANY HEST PAW BEACH,R 33413 IN ANY WAY TO SUR ANY INSTALLATION. - •'a / - mss N..am.+'.—Cos Faun rxaars,n.108 15-014 I—,CH-1w T sm.rm:(Aos1mH-1sn il:10E0-sa-6371 0 •Ly`S - al:IOberneeel.Hxm w.vfddigeh.LMsean dUWR7G"e • T SEE LIMRATIONS FOR®ON SHEET-2 �i�©,'� P.'• ®-oros715 3 WALTER A nLur dr.P.E. .ari.u ar.r -FLORIDA U./44167 W¢++ SNEET 5 OF 13 IIIIIIIIH 1/4'0 x 3/4'TUG SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK SS. 1 I MIN,SEPARATION POURED CONCRETE OR ROLLER HOUSING MIN.SEPARADON TO GlAS$ CONCRETE BLOCK WALL / 1 TO CM155 (SEE SCIEDUE OPTIONAL RAN HOOD 1--(SEE SCHEDULE CN SHEET 13) 1 or commamm G4" E0. - (NON-STRUCTURAL) 1 ON SHEET 13) 1 or w ®t (SEE SKEET i7}; 010x3•S.S.S.MS.w/1/YO ®T ALTERNATE 3/16•ALUM. ALTERNATE J/I6'ALUM. POP Po r O 5.O.C. x3/4'LONG NYLON BUSHINGS POP MM O 5'D.C. c OLP•TOP)AND 1•LONG(W AT IMI AT DEAN. 1 BCTTOM),IXCEPf AT ROLLER R HIX15NG n3 1 m (2)HiLCN �----_�Y 1 1 •z tm.7 0.855 .) 1 n rdy ^ 9 I ^ EO-EO F X B z O/10'O G•EtOH sl 6S 1 r? 0 O•ALUM.POP SIDES 3 1 e'to o.a BOTH srors E 3/16•ALUM.POP LEGG&AN B RNE15 O 1B•O.C. 0. 0. ORIENTATION Ila x 'LSON S.YS.W/ 0373'LONG NYLON M.0.16Jk I MM.3/4'PLYWOOD BUSHING W/A D.1S0' I 0.270'x0.030' MIN.3/4'PLYWOOD S 1/2'MN. REQUIRED LONG RIP SECTION OS00•I TO(LASS SEPARATION ULTRAFAR g REQUIRED O.D.AND 0.245•i.d.AND WEATHER ,i/C 0 TAPCIX4S OR $o 0.223'LONG BOTTOM (SEE SRJ1EDVlE STRIPPING EA. 1 of 'Jr CRETE-FEE% � 1/4'THRU DOLT W/ SECTION 0.320.O.D.AND ON SHEET 13) SDE(ILP.) t 8 ANCHORS 6'O.C. WASHER&NUT O 10.O.C. 0.245•Ld. ® "� U04 SIDE (TLP•) xS�^ 1/4•THRV BOLT W( '3 POURED CONCRETE OR W� NUT O 5'O.C. CRETE-Flflf 0ANp10RS CONCRETE BLOCK WAl1 _ 4 1 of REOUIRLD 6063-1E COR ONT. CONCRETE CBLTO ON"PK WALL SALUM.iNGLE OR EENT PLATE ALTERNATE 3/16'NTN/. ®t ANGLE REQUIRED POP RIVETS O 5•D.0 AT1iR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 JMAX.A.S.D. DESIGN PRESSURE RATING= +66.0. -66.0 PSF MAX. A.S.D.DESIGN PRESSURE RATING +66.0, X66.0 PSF W t 10 C9 9 CI tJ 3/16'ALUM.POP mm O1 LIN5 ON 10'O.C.BOTH SIDES — (SEE A SCHEDULE s I ON SHEET 13) 8 df I ALTERNATE LEG 7 or 1 0 ANCHOR ®T 0. 0. ORENTATION (SEE CONNECTION Q &ANC42 LET; (SEE STIEET 13) ��pR ra__� ORIENTATION 1/4'4 x 3/4•TIXS SCREW W/POURED CONCRETE OR E/8'WASHEROR 1/4•.3/4' CONCRETE BLOCK REQUIRED 4"BOLTS WI NUTS&5/8•WASHER O W BUILD—OUT FACE MOUNTING INSTALLATIONCOFPECTION C4 SECTION 4 '(SEE SHEET 13)� EO. E0. 1/4'0 x 3/4'TT06 SCREW OR 1/4'x 3/4'BOLTS W/NUTS POURED CONCRETE OR &5/B'WASHER O 6'O.0 INSTALLATIONS DETAILS INTO CONCRETE C°" BLS & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V11 I 0 A (BOTTOM) FLORIDA BUILDING CODE (IRgh &Non Weigh Velocity Hurricane Zone) ;��P�,.,.•........,•�9ia 2015TILTE00INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: * EX. -EDGE DISTANCE ��;'��GEN8j AaN•� 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SNUfIER CORP. IN ANY WAY TO SUR ANY INSTALLATION. '• 1 L E C O Iw,E •k �� * DLLR TESTING d ENGINEERING COMPANY WEST P MNSTFM'M41J Q�',ice` e»t as xe N a.a+vwsM eNxxxs a snm 15-014 1 SEE LIMITATIONS FOR®ON SHEET 2 �A9 ST t���` ^"'•'�® �6'�J611-tyt PIE 18o�W-0371 e-m06:LTtsmOetl.cem .eO.fdQLigdtdL.ixmn OMWINC No i 1+— WALTER A Jr.P.E. °R RIA Lie.ie.1/44167 1 1mnNa a SHIER BOF 1.3 . fflllllllll{L11N .. . MM.E0. POURED CONCRETE OpR1EL110N CS REQUIRED (SEE SHEET 13) 0.060•THICK S.S. ROUER HOUSING OPROIUL RAIN F1DOD (NON-STRUCTURAL) (z)NYLON10.3•SN S.M.s,W/1/2.1 LONG NYLON BUSHING$ Roams 0.85510(EYP.) (ryp.TOP)apo 1•LONG CiyP. I @_", HBOI DLCEPT AT ROLLER 810x 3•S.S.9.MS W/ 0.373•LANG NYLON 3/16'ALN. BUSHING W/A 0.150' POP RIVETS. ILANG TOP SECTION 0.500' O 1B'O.0. _ O.D.AND 0.2450 Ld.M10 CONT.D.163'x0.270•s0.030' 0273`LONG BOTTDM UL7PAFAB WEATHER SECRON 0.320'O.D.ANO STRIPPING EA SIDE CTM.) 0245'Ld. or OYP) ®t IN.SEPARATION CIor TO AO FE SCHEDULEt N (SEE MN. ARARON . ON SHEET 13) � TO GLASS 1"y (SEE SCHODULE 1 or MIN.SEPARATWN ON SHEET 13) TO GLASS ® 1/4'f x 1'TEK 9CREW OR 1/41"-20'x1"S.s,us YRIN (SEE SCHEDULE I OPTIONAL RAN GUARD NUT&WASHER O 4'O.C. �ON SHEET 13) (NOH;- ALTERNATE NON-ALTERNATE 3/.16'ALUM. I OPTIONAL PAM GUARD POP RNEfs O 5'O.C. I (NON-STRUCTURAL) AT REAR. Aq ALTERNATE 3/16'ALUM_ . ALTERNATE LEC POP TdYETs O 5''O.C. �^4 sg 9 LOrARON WRH r AT REAR. z 3/16'ALUM.POP RIVETS ANCHOR ONION C7 n 9 O 10'O.C.BOTH SIDES (SEE SHEET 1S) O S 3/16•ALUM.POP RUM • 10'0.0 BOTH SIDES r - — EDGE OF / .EO. EDGE OF Q.--� STAB IF APPUCAME / SLOB IF . POURED CONCRETE OQ�ET.IIQI d APPLICABLE REQUIRED (SEE SHEET 13) POURED CONCRETE REWIRED. POURED CONCRETE / - MN.ED. REQUIRED . •MIN.EFA. 'MN.ED. ( ) •MN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. 1 ti� AAAA FLORIDA BUILDING CODE(High k Nvn Fligh V.I..ty Hurric a Zone) `�\\�•� J��' 0201s WECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °RA". NOTE FOR COMBINATION OF SECRONS: * E.D. - EDGE DISTANCE ,,�yaQ,•' ENSF UNT 1- MD WING SECTIONS CAN BE CGMBWED (SEE SPECIFICATIONS ON SHEET 13) CC FQ(DI I R CORP. as/tD/ts IN ANY WAY TO SUR ANY WSTAl1ATI0N. _ E I L G b®IMC. D'4h JJJ •.* TILLTT TESTING R ENGMEERNO COMPANY W.Sp�FL 33413 4 KC.� g 519 MN 6YmFl4 n.AIa 15-014 t SEE LIMITATIONS FOR ON SHEEP 2 ArA/ �` b..Cpm 1ls of.Poa f HmU5r1-191 1800 613-e3/1 L•NteoOaN.eom .FeldBq[AulMemn OP.lWIN6 Na ®-DOW719 eut xM r WAlTE31 A.TILW Jr.P.E. FLORIDA Ua/44167 SR- 7 t1F 13 ' h�1111i111111��1\` • 'Poum coNo6,E OR lROUfED LarA3afTE 6.000•..." a SPAN TIKE POt 9fJEL11E aDaE 1Rut REPURED (2)BOAS a 1/Pr TAP'CUG X X ,weals DYP.)fsfEtA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (� 1/4'.3/4"T0059T -'--`-`- - o o`o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS (Aana IDWARgNNLT. C O O MAXIMUM SPAN LENGTH EA. END PER END OF TUBE mN TUBE PER SCHEDULE -- ------"'---- - TUBE 6087-76 AILM o 0 0 o SIZE PRODUCT ' TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM ox f mei 1`ti. r hx sOxw SPAN _ 6•oa ,/rnP. TUBE TUBE TUBE 1 Y.4'a 350•a n'a 35J> 80' 106.0' 13 8 5d".f/4•.IF7IDIN 11/41 UNo1N i TTs Aunt ANQE 6 A3UU.ANOM 2"x4'x 1/8' 96' 85.0" 17 10 u (SEE S31EOlx» SE Samar) f! ANGIE144' 69.0" 13 8 a•a 350•« g�7g' 80' 117.0" 17 10 3Yt:l/4'•Lamm �.5 2'0"x 1/4" 96" 110.0" 21 12 6067-T6 AW AMGE p,FLVAf .PEMNO ®f E0.1IifP.) (SE SCHEDULE) �� • 144" 91. 21 12 SPAN TUBE 80" 10 9.0" 17" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEVATION (TUBE AT TOP) 2"x5"x1/8' 96' 100.0' 2t 12 e w L S SECTION Y 144" 81.0" 17 10 rxe M.'a SPAN TUBE 4 I/r laL 80' 124.0 21 12 ED.Ow.) �, +n m2"x6`z1/8" 96' 114.0 21 12 a$ p* 144" 93.0' 21 12 ER VALID ALSO FOR MIDHOGHT TUBE INSfALlA11ON ONLY WHEN THE SU14ATION OF THE //iy 7nafN * SHUT.U?S HEIGHT ABOVE&BELOW OWN ON NOTE3LE CED THE MAX.PRODUCT SPAN mm motil(� 60 Ta MULL MULE (SEE tq samu yy TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) MAXIMUM 1/ar:3/4•roc SCREW o o O o TUBE PRODUCT ALLOWABLE TUBE REQ•D ANGLE NUMBER OF ANCHORS o e•on ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE SPAN TUI£'PER SCHEDULE - ------- -- -----"� ' 3C.1/411EN07N . (tom AHE 60" 76.0' 13 12 GMQ�TG ALLOY pcHamn (6)1/4.13/4•TM SCEP SPACM SMN neE PER SCHEDULE2'x4"x1/8' 96• 60.0" 17 15 d AT r nc.EnNanimTrur. 16aaas mPJ 144" 1 48.0" 13 12 pwalb anr�faCONNOVE (( MPS 4( sn�EKW 80" 87.0" 21 18 TYPICAL ELEVA�BE AT BOTTOM] SPAN TUBE MOUNTING INSTALLATION oufm 2'x4'x1/4' 96• 79.0' 21 18 SECTION Y •Sm TI.m w 144' 65.0' 21 18 (6),/C.3/4•ym Soc. a r 4 I "ars //tS�E0, Af O.C.1DMEInOx MLY. L 3 O°.YaY a 35611/4' plv,) 80" 77.0" 17 15 LTx 6067-Te Awu.A1�E Pu6Ea Eo ,/r M. CB R0#3 ar I/r. (69E L 2"x5'x1/8" 96' 70.0' 2t 18 WDORS ANCHORS DiP•)Ism 9C14D1AE) a p t 144' 57.0' 21 15 BO' 88.0" 21 18 ptN a 2'x6'x1/8" 96" 81.0" 21 18 ZZ 144" 66.0" 21. 18 o O 0 o INSTAMATIONS DETAILS W/ SPAN TUBE_INTO POURED CONCRETE 60or7fAx. 046"-0.0°/"` ° " 0 0 0--------------o o o OR GROUTED CONCRETE BLOCK WALL ISTE soauttlWAN TUX SCHEDULE -'---"'---------- SCALE N.T.S. 6X3- A O! O O o O O O S'AN TIDE f4N E MAX.ASA.DESIGN PRESSURE RATING 172.0 PSF •{'a313'a 3 1/4' IIINin14 � `� � FLORIDA BUILDING CODE(High &Non High Velocity Hur1(cano Zone) pf (SEE S y�?•' ENSF'•.9 02015 rLYWO mc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM p°A"HkC. V- IMC. FOLDING SHUCORP. °'/10/15 TTER POIRm eoNOatE _ ' DATE 610Q M u. ACE 314•a 3%r a 3.1211/C iRLJf 7F3TNG R ENGINEERING COYPAKY pQf%LI FL M414 (6)1/4'.3/4•hlt6 BREW STM 6663 76 u1°E A![AE TYPICAL ELEVATION (TUBE AT MIDHEIGNTI :(�` 6155 La aan.x s..36+.v44s4A atmos n.12,412Pit I800-4U-a37f 15-014 11 2 C.C.IONGNdiGLLY. (� ) ��"Tiis '�,. tr : leave �.n�67I:11Rteeo06elmT�_1�I -./.q*dt..sce.n DRAMNG Ne SPAN TUBE YN11N0 INSTALLATION WALTOI A TLLf 7J OU .P.L QCr.'.fuw 7 T SFE WRA710N5 FGR©ON S7frET 2 J1•. , ILOWUA Ll/44167 - STET 6 of 13 1 1'TMCON9/CR'7IEE-RZX (SFE ST —OSTM "'ASS ANCHORS a 18.O.C. 1J) D j. j ----" --------------------- ----- -----= sT0m Sn1cTURE ION.E0. •� 5758'"J — E7R911NG (5fE Shw T3) E%CTING 1 $ y STRlICR/1E SBn1C1,1fiE 3/BY iNRFADm xolt� �� T 1/4.0..1 3/4• \ 3/19'POP RIVETS OR /CRETE-Fm / 1N•.3/4•TEICS u (TTPJ ANCADRS a 18.O.C. / 1 ie•O.C. 1 1 1 1 /,Lr POP3 1 or t or 1�t or 1Q0 r a OR 1/c•�/4' I or TETE 0 1e 0.4 ALL FACE I END CONDITION18 s0.v 90.0 2 � 90.0' 9(10' J/th'POP R11'ES lx1 \ // 8 4 SH WN /4•.., 1E75° �- ('SEE NOR:1) (2) O 30 O.0 O J 1 EXTERIOR a)ry®3�° O.C.e �'�+CSP � TA7,)$P,Nr'Oa rose' SPAN a(-)',be 70• rTEKS \ 0.1161" R UP E 6 UP o•m iW SPAN(1NUTF8 1 HORIZONTAL SECTION 20 �1.14e NM- sSCREW 09 )\ BE "nRaR OR (LE34S NIETSOR EIORRONPC SECTION MTERIOR OR OOERIOR) Q3.T10S E7RFR ) CR FIR79dE) f9YEi5xa'.I/B•CORE. a• WY VARY AT W'7 9AT IIT TRAPPID NS(AWITKm 4 OR 5 6w-'e 1L1D1'""� 4 OR'0.G I ' TA ca/caEnE Lux SHO v / _ SHO t SEE L9�TADONS FOR©ON SIIEEr 2 ANa Ir arc T°� ANa�oas a Fa'o.t:To \ 3 / E70S71NC STROME _ _ EXISTING STRUCTURE F� x.211/8•coNT. BUILD—OUT 1/2' 8063-T9 ALLOT ANGLE END CONDITION E0. E4 3/18'FOP RNLI" D=m STRl10ENtE OR I/1•.3/1V lExS LR END LOCK ANGLE N'ms o'12" O..C..t5 W' END LACK ANGLE NORQONTAC SECnm HORaCIR M SECTOR NOTE-1 2'.2'.1/8•60&1-Te13/4 TIX CONE ALUUMU 9111T ANGLE SCREWS A:0"ro CM ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CEMmPRCE a 9.0.4 INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (z7®e 30 M e TTII Mp(2) FTIR U rose SOLID THERMOPLASTIC P MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, srAR a(3) RE 30' 0.357"x0.357 AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.To c o 1n1sP Foa UP INTO IT WITH A 0.120" O.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363" DIAMETER WITH 'MAT INSTALLED A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INIEIOCR oR Fx ETaoa) 4 OR OF THE TIP A SQUARE, 0.475'xD.475x0.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 5 ALUMINUM LOCKING TUBE @ A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE �+ ' SHOV (1)PIECE, 1.375" LONG, WrM A 0.366-4.366%0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE A 0.684" DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. eo0 e SOLID THERMOPLASTIC TIPINSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 1 IMA L7 HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( � 4 OR5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL. MOWCWAL SEenCN FLORIDA BUILDING CODE(High& Nan High Velocity Hurdeene Zone) END INSTALLATION DETAILS INTO CONCRETE, _ 0201STLTECO INC. TRAM II FOLDING IMPACT PROTECTIVE SYSTEM ` No,44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) _ `* IL EC®uye. FOLDING SHUTTER CORP. °"T;h'° T1LN TESTINO a ENGINEERING COMPANY 7089 1ESS1REtT RILE J 44 wsT Nr.RAA n xe TnoFa oucors.n xtlee WEST PALM BEACH.FL 33x13 15-014 •,/ `` \ Re+:('J05 -16ID.rn:(]SSpn1-1 u, Pit 1&°0-943-8371 • ;, \�\\�\\` EIB-f R.0.6.d_m .EdEMgdRNma— DRAWING 11. 72 WALTER A 1.1 Jr.PE ll1/, ', Alt FTORIDA U. 44167 m+w. a SLEET 9 OF 1J .z•.t/6' � ALLMTAN AN(4E BULLD-OUT ItlllNf PEA SECTION 4.SHEET a A A 1 12" (2)3/16-POP RIVETS. ALWIN6M 'M1f.LE µIEC OF 2'•2' AN(0.E LEC MAY FATE _ AMY FROM OPENING d� (AS SFAOITQ OR IONAfa15 OPENING NO ANCNOF6 REOODTED TO HOST .S STRUcIrm 1 19 PER SECTION 4,SRFfT O (2)7/16'POP RIVETS. FMA LEG OF 25d' ANGLE SIMILAR AT EXTERIOR ELATION AND SILL AND BOHTH SIDES PLAN VIEW A-A UOUNNT FOAIJERNAR OHEV NE— OF PRODUCT OR BORT ANGUS f OPTIONAL SIDE ANGLE (2)/1/4'.:3/4' U/'' •®� (FOR SECTION 4.SHEET B) TENS oR 7/18'PlP 1 1/2-t i 1 1�6. 0•_2• RIVETS PER AN(2E TD '•LL '"'^ TWE BOnOM OR TO WAIL(2 REOLIDIFD) (a)t/4• ANCHORS dFk ANGI TO SLAB IFA ANGLE To SLAB 3/4. RIPCOIb/CRETE-FLE%� 2 O EEND ND RELES MAY BE MT N1T310RS O 78'0.C. l 00 yO L END 3/1V POP RIVETS OR EOsTING STRUCRP♦E • 1/4 3/{ TEIlR 3 `�l• • O 12-O.G j. 3 ,/r 1@L W CORNER POST � r. �E OF CONI'AETE ... ISOMETRIC (TVP.AT TOP AND BOTTOM SAM) 1 9 �P6CFSdWr BE FUT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END MRIZONTAL SECTION FLORIDA BUILDING CODE(High &Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ENSF -_. ®2o1sTnTBo M. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM aX� CONCRETE BLOCK & WOOD (AS APPLICABLE) No.441 s7 = 63/,x/,7 *= I L ��®�„� FOLDING SWMR CORP. BATE • � TILLET TESTING R ENGINEERING COMPANY 7069 1�blFEkT RACE ®Rr.7Etl s a x6 vRmu sans n ssly wEar PAW BEAON.R 114!3 15-014 iq �tSi� •.�����: eua,.•(sEm1-Iva.F..:(anen-1vt ��PFI:1BOa-6�3-6771 R 6R D6719 Lean w..Y.Mtbngd^Mtlasan MINING Ne •. EH-0006719 ` WALTER A 11UjrJR PT FLORIDA UC-/44167 w.oA. TTI SHEET SA OF 13 WA11 FINISH .,' OPTIONAL RAIN HOOD . (NON-STRUCRIRAL) WNL FINISH phy: 'd'• O.l)Ti0'Tli1cK S.S tt0■3•Ss.SNs.w/1/2'e z3/4• v.•Z ROLLER HOUSING LONG N1tON BUSHINGS(Typ.RIP) C2 AND 1'LONG(TM BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) d p'� 0.060•THICK S.S.ROLLER HOUSING OFM\ PATH HODD i Y.j,�'1v ':�j (2)NYLON '�--, ONALSTRUCTURAU RO I 6 CONT.*'00 2'Y4• 0 'HEADER REDID. e10 z Y 55.SMS.W/ 3/16'PLUM.POP 0.373'LONG NYLON CONT. RNEfS,O 1B'O.C. !., F SUSIINC W/A 0.150' 0.163'.0.270• LONG TOP SECRDN 0-1:00" �. vt O.D.AND 0.245'Ld.AND xo.ULTRAFAB 0.223'LONG BOTTOM 1 Or ;.: SECTION 0.320'O.D.AND OZ45•I.d. 4E�(Iyp,) ® t I :{; 3/16•ALw.POP (YR) �W 4.44 IVLTSa te•O.C. TION MN.SIPARATt 2•.4'com.WOOD I , biGLASS �(NmSgt E 1 Or OGLASS HEADER,REQ'O. SCHEDULE1 or ON SHEET 13) ®t ON SHEETET113)) ®t 1 I 2'x4'CONI.WOOD I PLATE REO'D. 1 WALL FACE MOUNTING INSTALLATION g SECTION 2W (TOE') I t&w�acrloBF C WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD ``\`AAdN1LAWT�TF)ryAAPAi FLORIDA BUILDING CODE (High d Non High Velocity Hurricane Zone) f SEE LIMITATIONS FOR©ON SHEET 2 P.•'• GENS' 8 2015ITLTECO S� INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DA" A.&/LLL NOTES: NOTE FOR COMBINATION OF SECTIONS: 03/ID/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO FOLDING SHUFTER CORP. I1AR BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T- MOUNTING SECTIONS CAN BE COMBINED _ 7099 HEWSTRE'ET PLACE N ANY WAY TO SUR ANY INSTALLATION. C3 �` TILLrr TESIINO a ENGINEERING COMPANY WEST PAW BEACH R&3413 •,• .�Er'-,r mat lar. WIpNA mmne a.1. 15-014 .Fm 1(30s 71-1.1 F4h t60D-e4J-BJ71 e ; YL -mail: oeeOaW.oam —.fdn pndit— DRAWING 9. • �D'•,,�'L RIO •• �I EB-0Lll006719 _ WALTER A 11"f Jr.PX FLORIDA Line 44167 m1 aiOyR re• STREET!0 Or 13 1/4'o x 3/4'TEV9 SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6"O.C. 4'x8' n.)E10SRNG WOOD BEAM Z:w REON STRUCTURAL ADEWAIY _;. OF EXISTING WOOD BEAM TD BE ',• CER'TIFED Br REGISTERED ENGINEER OR ARCHITECT` WALL FINISH .0.060'THICK S.S t SEE LIMITATIONS FOR ®ON SHEET 2 TD PRODUCT INSTALLATION. ROLLER HOUSING 2'24'CONT. 14MVEMM C4 WOOD HEADER OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'D. EO. EO. (NON-SIRUCRIRAL) r?=' 1- MOUNTING SECTIONS CAN BE COMBINED ti' 8 PG,N1570N.B1Mi5SF11FKs(TypeTOP)4• IN ANY WAY TO SUR ANY INSTALLATION. MleiBC116N AND 1"LONG(ryp.BOTTOM).DxEpr AT ROLLER HOUSING M.) !!DIES: f(N1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO - u g p•��'-IL-•-- (2)NYLON BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL >_ i 8 3/16'ALUM. PP /10.3'SS.S.M.S.W/0.373•LONG HriAN BU90NC W/A 0.150'LONG TOP SECTION 3/16'ALUM. AtTERNA7E. O 18.O.C. 0.500'O.D.AND 0.245'Ld.AND 0223'LONG PoP RWEIs. (SEE NOTE J 0.163'x00"x0.030 BOTTOM SECTION 0.320'O.D.AND 0.245'Ld. a 18'O.C. ULTRAFAB WEATHER Com•) MN.SEPARATION I STRIPPING EA SIDE TO GLASS ctw•) 1 or®t (SEON s EErTO1 1519 f or®t 9r gt 2S MIN.SEPARATION uINT EPARAMGLASS N aIN �CSTO GLASS EE SHEET 13) J �_ (SEE SCHEDULE ON SHEET 13) f or JJ�� ON SHEET 13) ... ®t I I 1 Or® t RIM 3/18'ALUM ALTERNATE LEG POP POP RIMS O S'U.C. _ _ LOCATION OPTIONAL RAN C. ALTERNATE TEG AT PFi117. NOTE•) CNON-STRUCM7A1.) GTIO LON (SEE NOTE•)-1 I I� 1 I I -T1�r ALTERNATE 3116*AWA! L_ J i li` T I I I POP RIVETSO 9'O.C. I I J I I I n . AT REAR, woon x .'ATE I ==- -i-----T 1�i - . 1 8 "a. RED D. I I 1i _>:. 1 •o b z 3/fe'ALUM.POP R0 10"O.C.BOTH Sf>ES w =.'��;-:,<�.•1�1. U? � 3/18'ALUM.POP RUM c O 10'O.C.BOM SIDES W EO E0. 2•x6'MIN.WOOD d DECK REWIRED 8 2'k4'CONI. I M 1/ao x 3/4'lIXs SCREW (NO FINISH ALLDWED) 1/4.9 x 3/{'TEICi W/5/B• WOOD PLATE OR5y x 3/4. 3oLts w/NUTS WA91Qt OR CON/ESN. 6CB I - 1/4•x 3/4'BOLTS W/NUTS& .I CONIMIM 04 1 5/5•WASHER O 4'O.C. 2•MIH.ED. 2'AIN.ED. C3 WALL FINISH •�• WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W -SECTION AAW (1OTTOM) SECTION 7W ```L``L�LL1111T�TIN.4iiAAAAp� �R A FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE 70 WALL SHOWN DOTTETI �:.•'vC E�s�.,.v�yi ®2015 mTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AcN. INSTALLATIONS DETAILS INTO WOOD / l ��®�„� Fotnlr� SHUTTER CORP. 03/DATE /10/5 SCALE N.T.S. TILLIT TESNNG&ENGINEERING COMPANY WEST PALM BECK FL 33413 :' ew N..See.9w sl.3n.vxxaw 9Name;a S71w 15-014 • 'f 1'•• ✓'�` pxw:Ompn vE,fm t QmJBTI-191 PM 1800-64d-0.711 i�••. P `- 9-moEB-OON771 01tnm M geht�lete.mm IxtA141Ne X. WALTER A 7410 Jr.P.E.�i/AAA sp" `L TE ftaPoa U0.1 44167 x` s11EET TT 613 noun uw.SEPARATION TO GLASS MIN.SEPARATION d1'"�(SEE SCHEDULE TO GLASS Or®t � � [—(SEE 5{iEET f3)3) 1 (SEE ON SHEET 13) W or Dl OPTIONAL.RAN GUARD I (NON-STRUCTURAL) 1/4'0 x 1'WK ALTERNATE 3/16"ALUM. SCitLIY OR 1/40-20•1' POP RIVETS O 5'O.C. ' ii S9.MS WRH NUT 8 7 AT FEAR. n 9 WASHER O 4"O.C. n 3/16'ALUM.POP RNETS n O 10'O.C.BOM SIDES offll p EDGE OF SLAB F APPUmr• P _ ._ —EDGE OF SLAB ALTERNATE LEC 8 q '� C01 IDN �— IF APPLICABLE ANCHOR LOCATION (SEE NOTE 'i \\l DECK MIN.W°°0 DECK REQUIRED - `- (NO FINISH ALLOWED) COIftIET.710I4 Cfi EDGE OF �� 2'NN.E.O. . SLAB IF D1GE OF 2'MW.ED, APPLICABLE !� SLAB IF. APPLICABLE t SEE LIA1LrAnoNS FOR©ON SH£Er 2 ALT TRACK ADAPTER MOUNTING INSTALLATION -_ SECTION 7BW (BOTTOM) I MIN.ED.—•- 1'MIN_EO. NOTE FOR COMBINATION OF SECTIONS: 2'x6'MIN.WOOD ' DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO SEPARATION FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. Mw. FLOOR MOUNTING INSTALLATION 214•COWW WOOD m GLASS NOTES: PLATE RED•D. (SEE SCHEDULE ON SHEET 13) SECTION' 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL (3)5/16'0 LAG 2- ALL FINISH W/2 t/2"MIN. I MN.ED. 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D.DDESIGN or t c PENETRATION AT YTDMDM PRESSURE RATING & SPANS - I•a 4'x 1/6' (2-)OF RAFLER/TRUSSES �� ALUMIN 6 COM. o I ALUMINUM TUBE 1/4'x4'(6063-T6)FLAT EXISTING 2X WOOD g PLATE W/1/4'0 x1'TEX TRUSSES OR RAFTER 2'x4 AT 24'O.C.MAX. STUDS'MIN.WOODC. STREWS O 6'O.C.INBETWEEN TRUSSES OR wo* ®IB'O �� I PLATE W/1 0 4:1'TEL SCREWS O 4"1 IN (2)1/4'0 IAPCON OR SORE CRETE-FLEX BETWEEN TRUSSES ANCHORS an}14 NDS WOOD SCREWS OR 1/4'0 m 8 mGE(F APPLICABLE) NDS LAG SCREWS AT NIDIROTH OF EA SPUD W/ g 2 1/2'LOn.THREADED PENETRATION INTO WOOD SND 1/4'0 x 3/4'LEN 1/4'MAL PLYWOOD EXISTING SOFFTf _ (ROLLERSE O` SS BOLTS HYLON SCREW OR 1/4"-20 •NUTS 85/4' O.ewo(EYP.). N1LON BUSHw05(TT>TORI ANO/1'LONG 1I4'0 x 3/4*70( �)BOTTOM),EXCEPT AT R0.1FR HOMING SCREW O 6'O.C. WASHER O 6 O.C. 0.373'TON X10.3'SS. .M.S G S .W/ I Y MOUNT TO WOOD STUDS MOUNTING INSTALLATION _ 0.150 BusTOP W/A6.0.50 DLR. INSTALLATIONS DETAILS O.D. TOP SECTION D.50D' 0.163'x0.27U• SECTION 1.4W (BOTTOM) O.D.AND LONG La,AND x0,ai0' ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0• -60.0 PSF DTION 0920 B.0.A uw.SEPARATION INTO WOOD SECTION 0-320*O.D.AND ( TO SCHEDULE— OWE Ep � ® p� 11111111111111LlFAAArrA FLORIDA BUILDING CODE (High& Non High Velocity Hurticane Zone) oz4s'H.a. or t o SCALE : N.T.S. T ON SHEET 1J) SIDE(EYP.) `.�Q� "EN• �9,�' ®20,5 OL,Eco INC. DRAWN Bk TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM A9/ILL. L E C O�Lwl. IU/10/,5 FOLDRVG SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION TILLTT TESTING 8 ENGINEERING COMPANY 7088 FFHiREET RACE SECTION SW (TOP) - �R�,���-,xi I. WEST PAW LEAD/ 833413 TS-D)4 �' TATE OF ;��` `""r'n�°,oii'aSOlao „I"_,y, Re1,eG~6+3-LT71 EB-°°06719 DRAWING Mo MAX. &S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSP �! WALTER A TiLLT Jr.P.E. �A ,ssc v 'DAA a' FOCA U.1 44167 m,sm a,nom SNOT 12 of 13 Uf 111111111H1 usYTMtlu WI D PRESSURE (,osf:) SONNECTI CAPACITY SCHEDULE f'ONOWABL N CAPACITY SCHEDULE (MAX. ALLLOWABLE REACTION TOP & BOTiOM LB/Fi) �D.CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE& CONCRETE BLOCK SLTS SPANS SCHEDUL. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A, 2 1/2' FOR 8 & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE ma4>ovue sws SPAMA mwr.wSmE°nuCONCRBTE CONCRETE BLOCK STEEL WOOD PR WIND REACTION CON. ANCHOR ANCHOR ANCHOR POSrIM1E MrA°e AT TOP ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (+/-1 rTasmRa FRLSM &°arum TYPE. SPACING TYPE TYPE ANCHOR TYPE ANCHOR TYPE (1.4) M1 TYPE SPACING 30 psf 144.0" 744' 180 Ib ft A B C A C E A C F - A B A C 60.0" 60' 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT g i 417 LB - - 38 - 134 LB FT 35 psf 100.0" 100" 146 Ib ft C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 m - 461 LB/FT - - 202 LB FT 744' 144' 210 Ib'ft 12 '387 LB FT' - 334 LB 1 6 _ FT 142 LB FT 271 LB/FT 347 LB FT _ _ _ 60•.0 60 100 Ib ft C2 g 456 LB FT - 362 LB FT -25-6-03-7-F 190 LB FT 318 LB FT WEI LB FT 12 375 LB/FT 334 LB/FT - 142 LB/FT 40 psf 700.0' 100' 167 Ib ft .6 525 LB/FT - 419 LB FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT = 362 LB/FT _ 180 LB/Fi 144" 144'. 240 HIM 9 390 L8/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/FT 60.060.0' 115 lb/ft 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 lb/ft C3 6 496 LB/FT - 375 LB FT 236 LB/FT 202 LB/FT 298 L8/FT 405 LB/Fr C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 pk sf 97.0' 97.0' 187 Ib 3 .813 LB FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT y 760 LB/FT - - - 304 LB FT 115.0" 115.0', 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 113/FT 134 LB/FT 256 LB/FT 393 LB/FT ( 9 445 LB/FT - X370 LB/, - 134 LB/FT 144' 144" 276 lb/ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 60.0" 60.0' 3 972 LB FT - 682 LB/FT 389 LB/Fi 3fi4 LB/Fi 500 LB FT 753 LB/FT C4 - 561 LB/FT - - 202 LB/FT 89.0" 89.0' '187 Ip,ft 3 912 LB/FT - 682 LB/FT 364 LB/FT 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LS/FT $0 pg( 100.0' 100.0' .c _ _ - 9 226'LB/FT - 224 LB/FT - ti3 LB FT 120.0' 120.0' 250 Ib R C5 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 05 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144' 1 140' 300 Ib/ft 3 843 L13/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0' k 60.0' 138 Ib 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0' 81.0' 187 Ib it C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT I - 55 psf100.0 100.0' 229'16 ft 3 822 LB/FT 975 LB/FT 648 LB/FT I - - 414 LB/FT 307 LB/FT 120.0" 120.0' 275 Ib k 4 269 LB/FT 301 LB/FT 183 L8/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT - 137 134' 330 lb/R4 232 LB/FT 236 LB/FT 183 L8/FT - - 60.0' 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/Fi - - 152 LB/FT 204 LB/ C7 3 310 LB/FT 315LB/FT 244 LB FT - - 80.0" 80.0" 200 Ib ft 2 - - - - 305 LB/FT 12 388 LB/FT 465 LB/FT 409 LS/FT - - 60 psf 100.0' 100.0 250'Ib ft 12 491 LB/FT 596 LB/Fr 409 LB/FT - - - 265 LB/FF 168 LB Fr C8 8 582 LB/FT ,691 LB/FT 614 LB/FT - 115.0" t15.0" 288 lb/ft . C8 B 736 LB/FT 694 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/Ff 6 777 LB/FT 921 LB/FT 819 LB/FT - - 131' 128' 346 Ib/ft 6 1982 LB/FT 1194 LB/FT 819 LB/FT - - 530•LB/FT 336 LB/FT 59.0' 59.0' 160 Ib ft 65 psf 92.0" 92.0' 249 Ib/ft 100.0' 100.0' 271 IbIA MIN SEPARATION TO GLASS SCHEDULEANCHORS SCHEDUy_F RSEE GENERAL NOTE C.2'ON SHEET 1 726' 123" 360 Ib ft ' 60.0' 80.0' 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psi 100.0 100.0 192 Ib R SUIT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. CA3LOCK WOOD STEEL 121• 110" 374 Ib k SPAN HURRICANE ZONE HURRICANE ZONE 59.0' 59.0 .3 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50' 2.50" R N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0' 100.0' 313 Ib ft 5'-10" 2 1/2" 1' 2 5/8" 177" 114" 387 Ib/ft AS LESS B 1/4' A x 3/4" SOLID SET 3.50' 3.50' N/A N/A 3.00 3.00" N/A N/A' 80 psf 113--A- 111' 400 Ib ft 90 psf 107' 104' 424 lb/ft >5'-10" 2 5/8"+ 1" 2 3/4�} C 1/4° 0 CRETE-FLEX 3.00" 3.00' R N/A 3.00' 3.00" N/A N/A 100 psf 101" 99' 447 Ib/ft TO 8'-3' _ 110 pal 94" 90" 468 Ib ft 1/4' m fTW-BUILDER 120 psf 87' 82" 484 Ib ft >8•_3" E N/A N/A N/A 1.00" N/A N/A N/A 2.00' 130 psf 80 76' 463 Ib ft TO 12'-0' 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74" 70' 464 Ib ft - F f14 NDS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib ft 1/4- NDS LAG SCREWS 160 psf 65' 62" 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. SSSSSSSLIR A HT�t FIAAA11 FLORIDA BUILDING CODE(High &Non High Velo 4 Hurricane Zone) AHCr + EXCEPT THAT 3 5/8' SHALL BE USED `` Q' ���' ®2015 TLTE00 Dr- L+: II FOLDING IMPACT PRDTEGTIVE SYSTEM CRArN 9f: L+;wAxIMUM ALLOWABLE,PRODUCT SPAN TURA FOR MOUNTINGS AS PER SECTIONS 3, y>; .�\GENS'F A.a/WL GIVEN POSITIVE ASS)DESIGN PRESSURE RATING. A, 4A & 7A. ' L-:MAX.ALLOWABLE PRODUCT SPAN FOR A - �T-1 03/1°/15 GIVEN NEGATIVE A-S.D.DESIGN PRESSURE ;.*_ FOLDING SHUTTER CORP, DATE RATING. 700 HEUSTREET PLACE *V6. �• {�'' TIWT TESTING d ENOINE[RING cOYPANY NETT PAW 004CK R,33413 FINAL MMrMUd ALLOWABLE PRODUCT SPAN IS '' S T�Ur Kr. a.R.a4,wau v+ana.n m,eePtt 15-014 EQUAL TO THE MINIMUM DETERMINED PRODUCT 5 'tV�� PAe""e�rt,o1L•1® L-1-,�, w,i.'f"1 e m ORAMING% SPAN BEWEEN'L+'AND'L'. - tQR10P,.� �.� m, % ' WALTER A.TILLG Jw PIt /44 •®A gl_r°.M FLORIDA U. 16 �N. SNER 13 or 13