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HomeMy WebLinkAboutProduct Approval Florida Building Code Online rage i of ftMness ► Protes-slonalRegotation Florida Departments BCIS Home Log In ; User Registration Hot Topic Submit Surcharge I Stats&Facts Publications FBC Staff ; BCIS Site Map Unks ; Search Busines Professi I � product Approval USER:Public User Regulation Product Approval Menu>Product or Agolication 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 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/l/2015 rlorida building Code Un1me 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: ® FIN RE securit AfF.71tICS https:Hfloridabtiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 7/1/2015 �jFNFRAL NOTES' 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'O TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0CRETE-FLEX.AS MANUFACTURED By IIW/BUILDEX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES("M AND OUT OF THEM(MM). 1/4' &ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WIND LOADS SHALL*BE DETERMINED AS PER SECTIONS 1620(HVHZ)4 IWO(NHVw OF THE ABOVE MENTIONED COM FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A,DIRECTIONALITY FACTOR NOTES, Kd-0.85,USING ASCE 7-10 AND SHALL NOT DTC®THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE AB01E CONDRION.I1LTIMATE.DFSINC WOO COATIS DIETEIBIM PER ASCE 7-10.SMALL.BE FIRST- C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 614 NDS WOOD SCREWS OR REDRICFD TD ASD.DESIGN MINA 1fl106 Ery YULTPLYND THEM BY 0.6 IN ORDER T7)CON AIRE THESE W/WX.(A-%D.) 1/4'0 NDS LAG SCREW'S INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-FOR C7 THRU C4 AND C6 THRU C8 DESIGN PtMMM PAW=INDICATED ON SHEE, iS CONNECTION TYPE,AND 2'FOR C5, OR AS INDICA77D ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS at ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/4'0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. OF FASTENERS IN WOOD. 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&1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. MINIMUM WALL, THREADED PENETRATION SHALL BE ASI NCHORS SMALL BE LONG E14OUGH TO DILATED ON NH THE MAIN SUBSTRATEOTE c-I BEHIND SUCH PANELS (H.ET.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MN.)MATERIAL. FLORIDA BUILDING CODE 2. STAINLESS STEEL.SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE a 10 x 3', 410-M MINIMUM SERIES W/ 173.8 kW YIELD -1/4'0 TTW BUILDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 50GO SERIES FLUOROPOLYMER COATING,AS NOTE& MANUFACTURED BY WH.ITFORD Co, BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D_1)MINIMUM EDGE DISTANCE OF TOW BUILDEX TEX SCREW FOR 6083-TES ALLOY AT SLATS SHALL BE FY-25.9 ksL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 W YIELD STRENGTH ANB 90 W,TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TTW/BULDDf TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLAY WITH ALUMINUM MANDREL. S. 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,CR ASI 304 OR 318 SERIES STAINLESS 5141.N71}i 35 ks1 MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL S1Wl BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER.TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: tp•PRODUCT MANUFJICRIRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN. f'C=3192 PSL WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABII.SHAH BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'OLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. FC=300G P.O. LABELING TO COMPLY WITH SECTION 1710.(12 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FLEXR,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 PLUS ANY NOTES. BUILDING AND ZONING REGUNATIGNS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FL.DL INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUAnoN DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)STALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE.STIE CONDITIONS DEVIATE FROM THE P.E.D. A2) S/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING TLFE SAFETY OF THIS NO EMBEDMENT INTO SR1000 SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE BIU LANG MINIMUM SHOULD STUCCO DUST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSTY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL DE 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 ENGINEER OR.ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE;FOR THE PROPER (B) TD 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.SUILDEX.INC. (E) THIS P.E.D.SHALL SEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGNEER THAT 1/4'0 x 3/4'OLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX,AS MANUFACTURED 6Y ELCO CONSTRUCTION PRODUCTS. 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'. PERMITS IN THE STATE Of FLORIDA MINIMUM OLIDD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO `AA1`11111111LI1RRFAYV /G FLORIDA BUILDING CODE(High & Non High Velocity Hurrirnne Zone) 8.2)3/ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG ` r/ F• ®pots MLIECG INC. 'PAW"9",- MNIIAUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. -�C' '�.'., A.G./LLL 9.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, Is � r FOLDING SHTu�lLcn p CORP. aylo/16 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN MRUCNURE BEHIND SUCH PANELS.ANCHORAGE DALE SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. = t3 K ;*_ Toes NDaTR¢T PLACE TICCIT 7ESTINO Q ENGINEERING COMPANY WEST PAW BEACK R 33413 Avse xW,tou,a sea gym.WI,QL ai.,We2 n Al,m 15-014 9'•. Q: Nn-,(.ml..,-1lx1.rm,(.1.4N1,-ISLE TINT:law-643-6m�+`'. R IDP •'744 • etin.M.RMem6ad e.m .wro m p.eue«ecem DRAWING N. A. 1 WALTERA.MON7J,Pl- F/'//AYYY •'` TE RORIDA U../44197 w.+. r SHEET 1 OF 13 1000• � x011' Seeo- Sara a zea• Pyr �. ism- Ali .sm- .oez' A 9 Py� gg g aes' 2f R 4 4p N Y r.0 ff� dl § e � P� }+ rasa' / . SLAT 19wow 1 F ® � RIOR CE RPI C (TO BE USED INSTAL.0NS 6063-76 ALLOY °v-063-T5- S-r6 ALLOY'" ,WY INCLUDE PERFORA77ONS AS PER (T0 BE USED ONLY FOR INSTALLA77ONS ® 0 C �j G+ 6 - _AUOY - DETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING `6 -AL OY SEE COMPONENTS 20,21 &22 ON yA' SHEET 3.) Soar All .nr 2r3a• ESse' 1a6I- z7(0- sora• aar xmf �_ � �.rm •$�. tsoYr7o- .eJr .r4o' .aro' rsa• _ .oa4• X60 r 8 "w- All' loo' "roa- y arn. s. 17rr z67r © 2" MAX. B.O. ® WALL HEADER �TT L�+r�1��1 rip CEILING ® O O SILL C ® (( 0 M TRACK ADAPTS 6063-T3 ALLOY 51a.". G4Q MACK "..63=T5 A[CDY � `IZOY `60 "AGLflY --1 6063-76 ALLOY s7o• Mesa t2 COMPONENT o b ti t2 ® . " a 2" 5"MAK. 0.725" 0,125 2" 4"MAX. 015" 0.25" _ a 7© 1- 2'MAX. 0.062' 0.062' Ate. ZI +L9LT BOTTON TRACK ADAPTERI © JBOTTON AAMGUAARDI ALUNINUM ANGLES ® 6R 63- HOOD iv =TS ALLOY �- =T6 oCL�Y--- 6063-T6 ALLOY e COMPONENTS t IFj�B" = 1 FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) PENS /9 02015'M7=W_ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM cw'�By° .»e,r F A a © p/r1 fi8�S"V�MBIecBJrL�'ndpLGfI/frJrt ® T 'CENTERPIECfCORNER ; L wW/10/15!3AGET +r // /NGTU17ECO FOLDING SHUTTER CORP. DATE lENGINEERING COMPANY 7M HEMSTREXT PLACE WT P BFML FL 33N� 9 FOR �' "" �•�6f763-T6-ALLOY Ais—ora 7t ® M.1e00-e43-6.r 606J7T6 ALLOY POST • Q"�:�.� e--msEBm�719 � �A. WALTER A TOLIT Jr,PZ FLORIDA U.f 44167 �r �ro R sem a OF 13 ' - T/t/tf1111111iU� '�,L,� I sem• i ' mvaArTaP { (J)ROWS OF I trtaK I 1/A 4 r HOLES I TOuT7rs + in�oe i FSPACED i 000 am I i I-CUP EACH SIDE TABLE 1: SOURCES FOR & 000 i D1REC7T4YS. i ,� OF WN"(SEP TAELF 1) SLAM xwccn,- OPTIONS 000 I ATkICKLE i i 1TT,CAL PROPS sranmvrD S49C LVN VATIVE M) i 000 i (TIP) I AMTIMALl i Pusnc H 000 ' ; ; 2O LLCMVIRIXON J, LwAr 103 RM 000 i = i 19.. ' 000 i L ---J WEHYIIG SPECIFIC GRAVITY ASTM 9792 0.043 tb/In 0.043 thAn 000 Wxcow MErMWA. 1 ` I nAr I TENSLE HELD STRENGTH ASM o038 9,400 p..Lrf7T9,500 pa.t. y Ft137NNAl STRENGTH AT YEW ASTM,7190 12500 P•*.L ta400 P.W. FLEXURA.MODULUS ASIA 0790 3401,000 P.N.I. 345.00DI. _ I I , (11M'J as SNAP-1N END Lam,•�,y pa 1.000 I H n GUP TOPjBOrMAt NOTCHED IZOO ASTM 0250 18 FF-Ih n 17 FF-IE r MAX ' �� i ! OF WINDOW /i /In. E (SEI:'ZIOLf 2) ME BURNING SMOKE DENSITY ASM D2843 47.2 X 89.5 X MUf RATE OF 13LRNING ASM D635 C-1 CLASS C-1 CLASS 1 1 9A II SELF 1CN0ION A5M 01R 29 1040'F 900 T' . i StAr WINDOW Ii y { SLAT fPTNDOW 0.060"THICK mnku ESIyG ASTM C155 U 2 I U S ± I POLYGARSSEF TABLE 1 ON47E WEWAA7 TENSILE SIRLNGTH ARM WEATHERING ASM WINDOW 638 9302 Pd.i. 8810 pal 47 �i 2 r i 2 i 11 TENSILE STRESSBEyt1IiE WDUFIF1aNG ASM 638 8401 P.W. 8000 P..T. 2 1.000' IZ* i I -MAK.(2)W/NDO1Y5 MAY BE IN ONE SLAT SPACED N m i s i A MIWMUM OF 24'APART, K71T7 12"AOA.FROM , €NDS OF StAr TOP&BOTTOM. - st r jEV% 1xsrAU"AaAcENT TABLE 2. SOURCES FDR TO ETNIETTPIEC£S OR NOR AT CORNERS OF PRODUCT, STANDARD AAM 7TTDL CGHP.4fV . I TIPMAL PROPERTIES 1 C'.7 ��..�Ga�• � RETERf74GX' LitAGY NRpV PARI 0000 i r-""' ---T ��,' . i 000 i i ' e- ... /211313VR SLAT'S i 000 I SIAT'S ; I 20 SPECRO GRAVITY ASDL 0792 0.042 tell, ry Xl.R1Ct( ; 000 I KN ' ' NEit7x0 (rYP) ; 0 0H (LMP) I I , WINDOW I Or-,O ' , I i TENSLE YIELD STRENGTH ASTM D63011,500 P.e.L. I (3)ROS OF � ' Ow aD I I " � aasr ax' FUXURAL.STRENGTH AT YIELD ASM D7% t 0i I 15,00 P..tf/4'r HOLES MODULUS ASTM 0790 450,100 peE0Q0 1___ _.fO Et SPACED L y � pAPART mm7BOTH i 1r1d1.prAR,wB i S .orM a NOTCHED IZOD ASM 0258 OA FT-ib/fn 1 tone 1 DZIM;RONS 7--e Tom � I 1dE8YN. 6t fir.1� Ta1L''L�rt� 1�rn COEFFf01 SOF I71F7FMAL tXPAN510N ASRI 4890 55 x TO�inJN"F s�'l A —b* 'r)Q Glsft MEtnHG'iAtPE71ATURE ASPM 03418 500 No - TO BE USED AS AV OPTION FUR ALL LNSTAIGVXJNS �AAT BOOK.Cr2r7'•ATIO N UNDVt LARGE MISSILE./MAY INCLUDE PERR2 77ONS AS PDT THIS OVAL. ma. (2)NINDOWS ALAY BF 183 ONE SLAT SPACED TYPICAL 1A SLAT WINDOW DETAILS/+ MW.24"APART(HAA.EVERT'TO SLATS). W V VIEWING WINDOW & Z CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION LARGE MISSILE 1MPACFLORIDA BUILDING CODE (High&Mom High Velocity Hurricane Zane) d,Q'�y� 02015 TILTE'co INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM AG./11L _ CORA FOLUNG SHUTTER DSI4/1s INC . DAGATE a � TRJM TESTING 8:ENOMCERINO COMPANY 7099 401STM RACE w. .. ass K7r.avx.>A..ss.Sm,t»IWe'A aA•bDel M 01Y. WEST PALM 861171.FL 37413 TEL� :LL Lew r tom ,-,ab.roc:LAiT1a1-1831 PH:1000-843-0171 15-014 OF 1d7 00D0719 mm ....wa41uLtge.ePn WALTEI® tAll171 P.E ►cr aeanat u1r net. aoaena 0RAN111a xe �¢ ,.,:,1.• \ FLORIDA Ua/44187 NMe -3 SHE" J OF 13 Iu...... 11«t� 1 2 3 4 5 6 7 A 7B /-(`2) 2 0' O W/ O3 ,16 , OR 19 4 M t3 W Z USE (2) AT 30' 15 • ''O� 2 ♦ NOTES ON®& LOCKING TUBES®AT 40dQ5. N O O.C. FOR SPANS ' J UP TO 99 n 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER o ( USE(3) ICS AT 30'O.C. SPANS SPACED AT 30" O.C. AT MIOSPAH. COMPONENT MAY BE FOR SPANS'LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENfERPiECES NI '� THAN 99'UP TO 144' DOR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w IJ 2. (2) LOCKING TUBECESS SHA ALWAYS BE USED TOP &BOTTOM AT V) bt(L PRODUCTS CENTERPIE4 OR AT ALL INSTALLATIONS. LOCKING TUBES YOiN 1 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. - OR 1 S (2 EJLLL 1 t t SEE LIMITATIONS FOR®ON SHEEP 2 i V LSEE END CONNECTION DETAILS ' ON SHEET 9 TYP. FULL HEIGHT,FOR 6 O O+ 13 ,O+ 1 6 ,®+ 1 , CONCRETE CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O O © + O 9 + 10 9 + 10 1 9 O+ 11 UNUMFED WIDT TYPICAL ELEVATION N. T. S. 46 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECT ONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECnONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. �� T1L��T�'G,� SEE SECTIONS 7AW, 7BW. BW & 14W ON SHEET 12. FLORIDA BUILDING CODE(High k NHigh Velocity Non gHurricane Z none) 51: \\G E ®2oIsnL1>xoINC. TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM °��i 4167 15 FOLDING SHUTTER CORP. �`�DATE TRI.R TESTING 8:ENGINEERING COMPANY WW PALM BEAM.fL 37!13 t�x.r.aeu..s.,rx.3m,tutrAa,avmo.n.yme 15-014 (�Pm-Ism..rm: rt-tyt Pit 1800-817-8311 oma®tab—t91m�rymlemm oRAM90 Na 4J WALTER A 71Urr Jr.RE �A �j •• ..�11 FLORIDA Lk.f 44167 mna. v SRFTT 1 a 1: POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OPTIONAL RAN HOOD OPTIONAL uRAINen MOOD RETIRED CONCRETE � FROSTING NON TIS HEAD) WAU. COH0I.71ON MOW THICK S.& (NON-STRUCNRLL) REWIRED. 7PoM(DECORATT4E HEAD) (SFE SHE 13) ROLLER HOUSING MON-STRUCTURAL) cm_) $ 1UIN.- 2.300'MIN. MN. E0. NA- +z / (2)NYLON .1 WMIDCIION C2 '� t '.Z, . RAINHOOD $ ROLLERS '��n (SEE SHEET 13) MON-STRUCNRN mm'o(TYP.) Q �i 1 /10 x 3•LO S.M.S.W/ W 1 13 0.773•LONG NYLON 3/18'ALUM. 7/fe'ALUM.POP F3JE75. 1 BUSHNC W/A 0,150' WMT. POP R,VETS, + / B 18'O.C. (2•x4•MAX) — LONG TOP SECTM 0.500• O.11LT•.0.276' O 18,O.C. 1/4.0 RW BIHIDE% 1 CD.AND 0.245•T.d.AND rO.D3o• TAFCON W ADVM7CED 1 0.22.7'IDNC Borrow ULTRAFAB SECTION 0320'O.D.AND wEA7HFR POURED CONCRETE TO CLASS I MIK TION F pR i/4.0 EI.CO 1 . 0249'Le, STRIPPING fA OR CONCRETE BLOCK CONSIRUC110N PRODUCTS 1 1/4'1• 1'TEX STS .) (SEE SCHEDULE i or SCREW OR 1/40-20•x1 3/18'ALI1M. (TSP•) T or WALL REQUIRED ON SHEET I3) 8 CRETE�TD! W/1 3/4' 1 5.5.NS WITH NUT a4 POP RNET^. ®f n� ®f &u KIN.ENBm0.QR O B D.C. I WASHER O 4•O.C. O IB•D.C. 1 Of I ® POURCONCRETE 1 � 1 ED f 1 OR CONCRETE BLOCK MN.SEPARATION WALL REOUINF.D• I or 1 CUSS (O(SEESSGLASS ..®f WSHEET 13) ®f 1 �S +S I NTN.SEPARATION TO TO GLASS 11•� 3 (SEE SCHEDULE POURED CONCRETE 1 ON SHEET 13) OR CONCRETE BLocx j 1 1 or WALL REQUIRED. CONNECTION Cl j 1 1/4.0 x I•Tac ®f W / (SEE SHEET I $ 1 SCREW OR 1/40-20•x1• z % 1 Sa NS WITH NUT k Q I WASHER O P.O.C. 1/4.0 TTW BULLEEX � /fo s•s.s.S.U.S.w/1/" rAawN W AwANL4D a'� l' xl'IDNG NYLON[tU5WNG5 TNRFJDFORLI�CNNL4ALY I x CWlCTIdI CI (Typ.BOROM),AHO 3/4• OR 1/47 A f3L0 (SSHEET 13) LORC(Typ.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRoouc,s 1 13 EE ROLLER HOUSING(T7P,) SECTION 2 CRETE-nEX W/m1 3/4• 1 (2•x4•MAX) MN.E1BAlENT O 6'D.C. WALL FACE MOUNTING INSTALLATION TIT, IT SECTION 1 'n' SPACINGSANCHOR PAM GROUTED BLOCK REWIRED 1.000 2.300 MN. (MIN.Ye-2 W,GROUr)ORMIM, ED. POURED CONCRETE j amTNC NON STRUCTURAL WALL TRIM(DmORAIWE 91.13 0 NQI SPAA CING STAGGERED, ANCHOR P CING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE SECTION 3 MAX,A.S.D.DESIGN PRESSURE RATING +65.0, -90.0 PSF & CONCRETE BLOCK ,77A�' �����}""���,, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) SCALE: N.T.S. `.�Q:;• ENSIF,;✓9$� 02015 111 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS• * E.D. =EDGE DISTANCE ZD/1D/I3 1- MOUNTING SECTIONS CAN BE COA18INm (SEE SPEDGE DISTANCE E SHEEP 13) )))) J 1� E C o INC. FOLDING SHWER CORP.CARP0Ah IN ANY WAY TO SUR ANY INSTALLATION. - - ' •.LUT tiw sa ENGINEERING yjmp�nP1t1q MFSNPNM FL-37413 o' S F r 2Pte. (]Oppf1-I}ID.rm,(1os1x-v PH.im-m-e371 15-014 ' 4L/ a-mat fOOD671Oel.enm nw.M6NshNHem.eom ORAWIN6 Na f SEE LIMITATIONS FOR®ON SHEET 2 G ®-OTUITJ 04f WALTER A TRLr Jr.67 �• � .FLOFOOA Lin/14767 W4m � SNFIT s a i] 111111111 • 1/4'0 x 3/4'TD(S SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK ATION POURED CONCRETE OR ROLLER HOUSING 1 YIN.SEPARATION 1 MIN. CLASS CONCRETE BLOCK WALL 1 TO CLASS 10 CLASS REQUIRED / 1"—(SEE SCHFDUIE (SEE SCHEDULE OPTIONAL RAIN HOOD ON SHEET 13) 1 Or ON SHEET 1J) ®Dr 1ST 0ONNE'DRON 04 �' (NON-STRUCTURAL) 1 3 . (SEE SHEET 13) 1 ®T �w T /10x3'S.S.S.N.S.W/1/2,0 ALTERNA7E 311W ALUM. ALTERNATE 30/16'AOM. `I xOTTO),E EPTNeLA lROLLES POP RIVETS O 5'OL. (Typ.TOP)AND 1•LONG(Typ. A�O 5'O.C. AT RI= 1 p NHOUSIN).NG SEPT AT ROLLER ; 9 •')' • W O.BS5*0 I 1 n 9 1 E0.EO n sJ/1$•ALUM.POP RIVETS0 19 / 1 ALU..POP METS 1 ' ' O IO.O.C.BO1H SIDES OloD.C.BOTH EWES s 7ERN47E 3/16'ALUM.POP TEG&ANCH 8 RAIE75 0 1D'O.C. ORIENTATION /10 x]'S5.S.YS.W/ D.373'LONG NYLON NT.0.163'x I YR1.3/4'PLYW00,[ BUSHING W/A 0.150' 1 NIH SEPARATION 0.270•x0.030' S ��J/4D PLYWOOD 5t 1/2•MM. REQUIRED LONG TOP SECTION OS00'1 TO S ULTWA6 s O.D.AND 0.255'i.d.AND WEATHER /1/4.0 TAPCWdS OR "E 0123'LONG BOTTOM (SEE SCIHEDULE STRIPPING Ek 1 ar R CRETE-FLEX g 1/4'THRU BOLT W/ SECTION 0.320'O.D.AND ON SHEET 13) SDE(fYP.) ®t a ANCHORS 8.O.C. WASHER&NUT O 10'D.C. 0.245'Ld. u EACH SIDE• 1/4'THRU BOLT W1 77 I/4'0 TAPCONS OR 3 POURED CONCRETE OR WASHER&NUT O 5'O.G CRETE-FlE1(ANCHORS 6'O.C. CONCRETE BCOCK WAIL REQUIRED 2'x4'OR 2'x5 x1/6' PaDRED CONCRETE OR S-x3k1/8'6083-TB CONT. 1 Or 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE ALTERNATE 3116'N.UY. ®T ANGLE REQNRED PDP OG AT REARAR m 5 STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING . SECTIOtL 5 INSTALLATION SECTION 6 IMAX.A.S.D.DESIGN PRESSURE RATING= +66.0. -66.0 PSF MAX.AS,D. DESIGN PRESSURE RATING- +66.0. -66.0 PSF W • s� a� W ' 1 MIN.SFPAPATON •z ''1 is 1 o x,BOTH O SIDES TD CLASS g (SEE SCHEDULE g I ON SHEET 13) m P �' .% I ALTERNATE LEC 1 T 'x. W &ANCHOR jE0. E0. ORIENTATION 0011IND 11011 C7 ALTERNATE LEG (SEE SHEET 13) &ANCHOR ORIENTATION W 1/4'0:3/4'iF1lS SCREW W/ POURED CONCRETE OR S/e'WASHER OR 1/4'x J/4' W s CONCRETE BLOCK WALL BOLTS W/HUTS &5/6•WASHER O , REQUIRED 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION (O0�0Qi a o SECTION 4 0 EQ. E0. 1/4'0 x 3/4'TD6 SCREW OR 1/4'x 3/4'DOLTS W/NUTS POURED CONCRETE OR &5/9'WASHER 0 6'O.C. CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. 00 I A (BOTTOM) FLORIDA BUILDING CODE(Kiigh & Non High Velocity Hurricane Zone) •pEN ®2015 TILTECO TNR TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN NITIF FOR COMRMATION OF SECilONS: * E.D. = EDGE DISTANCE : •�� SF 1- 110UNDNG SECTIONS CAN BE COMBINED (SEE SPECIMCATIONS ON SHEET 1� �+ FOLDING SHUTTER CORP. °'1'°1" IN ANY WAY TO SUIT ANY INSTALLATION. 4 IL E C IMC, DA¢ •k 3 J TILLR TESTING tr ENGINEERING COMPANY WEST PALM FL HEMNIMEEr 13 / .�r�� 0.W P.Y]Mh 84 91.J61 WAIN EYtl1FNS.R 9�Bp15-014 A'•• $ C4; nw.(�)en_1m.Fm,fJm7�1-1nN pIk 1800_"3-637, t SEE LIMITATIONS FOR ON SHEET 2 '9 SCG m0M-OD06eeel.eem �w.toiCxgdn6eeecdn DAAWINO Ne 719 WALTER A 11jr Jr.P.E. FLORRY.Lie./44167 9i iESR 6 of 1J 771 •MIN.ED. POURED CONCRETE f REQUIRED (SEE SHEE7 1J) r� 0.060'THICK S.S ROLLER HOUSING OPTIONAL RAIN HOOD (NOM-STRUCTURAL) . 5� (2)NYLON Toil'Ss.SM.S W/ ROLLERS 0.855's(TIP.) x3/4'1DPN)AND aN ("18 I B rmu).E%CEDT AT ROLLER 8 HOUSING(TYP.) /10 x 3•S.S.SMS W/ 3/16•ALW. 0.373'LONG NYLON BUSHING W/A 111S0• POP RNETS. I LONG lOP SECTION 0.500' O 18'O.C. O.D.AND 1124 M 5'f.d.AND CO .0.183'x0.270'x0.03O' b.273'LONG BOTTOM ULIRAFAB WEATHER SECTION 0.320'O.D.AND SfAfPPCLG FA SIDE D'YP.) 0245•Ld. f or ! or mP) ® MIN. GLASS T t (SEE SCHEDULE '^ ON SHEET 13) WIL ARARON I ,� '10 GLASS (SEE SCHEDULEor ON SHEET 13) f T MINT SEPARATION a"ti ® 1/4'•x 1'TER SCREW OR o!x 1/M-20•x1"S.S.N6 WITH (SIF SCHEDULE I (NON-SL.RAIUfGUU� NUT k WASHER O 4'O.C. F, � ON SHEET 1J) f t � I ALTERNATE 3/16'ALUM. 11 POO RRSM O s'0.6 I OPTIONAL RAIN-GUARD AT REAR.AT AL���LEC I b S q ALTERNATE 3/18'ALUM. 19 ii pop RIVETS O 5'O.C. n 33 9 LOGRCN WRH n ri AT REAR. •�a Cj 3 J/16'ALUM.POP RNETS ANCHOR CY n . 9 O 10.O.C.BOTH SIDES (SEE SLEET 13) F 3/15'ALUM.POP WETS O 10'ox.earm SIDES EDGE Wor { EDGE OF / .EQ• G.— N 1 �ISE / SLABAPPUOFF BIE We// . POURED CONCRETE 7I CONIOD,ON REQUIRED (SEE SHEET 13) T POLIRm CONCTETE POURED CONCRETE / - •MIN.ED. REQUIRED •MIN.EEL 'MIN.ED. ` SEE SHEET 13)'% •MRN.ED. 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. FLORIDA BUILDING CODE(Nigh k Non High Velocity Hurricane Zone) `�\\�'�•.••"""••. //G.' a20151LTECOINC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM lm'ND" NOTE FOR �IEIO�� : E.D. -EDGE DISTANCEAC,/Y.E UMINBWED (SEE SPECIFICATIONS ON SHEET 13)AYN. i L E C O�LNe. FOLDING SHUTTER CORP. 53/to/ts GATE * � "k z TTLLIT TESTING h ENGINEERING COMPANY 7M WIDISIREEEf PLACE am ac xa.9.. .303.SROM oxmam n.nta WEST PAW BFACK R.53413 )5-014 T SEE UMTTATIONS FOR®ON SHEET 2 A9, Ei na.•onm t-t no.fm:Om)mt-tat t000 643 eJ7t oi• 0006Caal.txxn ./ddrgehlAfine.aom DRAWING Ne f:D-0006718 X10 0.1[ taKr WALTER A TI 31". FLORIN Ll./4418767 •whet SHEET 7 K 13 4 \ •'f/11111UHT�1`T` POEM Ont mio&lE 6"WAX 51'AN TIDE PFD Sa1H?nr etocx vat RDaeaD (sEE 6omua7 (])ROWS OF 1/4.0 TAPCRe X X -Malden OYP.)P.SfE som*E) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (e)1/4'.3/4•T SVEa --- - --------F7 ALLOWABLE TUBE REO•D ANGLE NUMBER OF ANCHORS AY s'C.C.LONO 09AL. 0 0 0 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE TUBE PRODUCT eoaT-Te Aurn p p o o SIZESPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM Ouy mei` 1/4y,3/4•Tac saMW tn•M,• TUBE TUBE TUBE Yt'a]1J'a4'v Ys 106.0,60' 106.0` 13 8 5d'.1/t1 1EF10111 4511/4•.MON i SFE �MME I� 2"x4'xt/8" 96" 85.0" 17 10 144" 69.0" 1 13 8 3 80' 117.0" 17 10 ]•.4N" IO N °" 2"x4"x1/4" 96" 110.0` 21 12 eemt-m Awu.NVJIE a ®t s 1 nut0 ®T d �1H10 Fa ') 144" 91.0` 21 12 r 9NI nm LEN 80" 109.0" 17 10 SPAN TUBE MOUI,IING INSTALLATION TYPICAL alEVA= (TUBE AT TOP) 2-x5'xt/8` 96" 100.0" 21 12 saac e s SECTION X 144" 81.0' 17 10 sNH N.TS SPAN Tux . 0 let. 8O' 724.0' 21 12 Eo.D.0m.) I PO.NO•WOM1 +Ar Tw. 2'xs`x1/8" 96" 114.0 21 12 a er 144" 93.0" 21 12 Y:a•w Yd a a¢ of *VALID ALSO FOR MIDNEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE ]57.1/a1 IEMdH O1 F� .fit i1 i xSHUTTERS HEIGHT ABOVE St BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN edit-Te NtAt.Et1t1E / SHOWN ON TABLE 1. SaTa�tD a m luta.ANdE 0fE sdlEDulA Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM 1/4•r x]/4'roc sacro o 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REO•D ANGLE NUMBER OF ANCHORS o e'CG ---_-- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE TI(g -H �Pat SCHMU - ------- -- --�•--- YYt".1/41 IFACitI e0 76 A".MOLE 60' 78.0" 13 12 (SFE sam"ET (e)1/4•,]µ•Toa S-MV SaAx T�m saEnlnE 2"x4"x1/8" 96' 60.0" 17 15 e.000•uAx AT r oc LaxmvwAY. a• sP(0 144" 48.0" 13 12 fsFE samy an� a mE (>)Imes of t/4Y Y.poora BO" 87.0" 21 18 RD=mu WAtsen AHaloas�.)(sEE y�Ap TYPICAL ELEVA�NR�BE AT BOTTOM) .eoau nIBE MOUNTING, INSTALLATION 2'x4`x1/4" 96' 79,0" 21 18 SECTION Y Spm Tm 144" 65.0' 21 18 $11la LTS 4 1/t"CA a 1/4.1 Sp'Taa Star 37.4•w Yd v sAa A (ryp BD" 77.0" 17 15 AT Y 6G 1IIJIxnIdW,LLY. 1FMI:M Ylel-m AW W lel1AE PdNO 11D 1%i'Tn'. (u Inas ar,1/�'e (6EE tx:/EAME1 L 2"x5"x1/8" 96' 70.0' 21 18 vansµam O i 144" 57.0' 17 15 OrP.)M setmeltT & 80' 88.0 21 18 ptB a 2"x6"x1/B" 96" 81.0 21 18 •I Z Z 144" 66.0" 21 18 p p p p INSTAUATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4•a.]w tf%6aEr -------------- OR GROUTED CONCRETE BLOCK WALL eoao'wx. e6'aa 0 0 0 --SCHEWLE ----0 0 0 - (�®eat - ---- SOLE N.TS. eoe.1-gyP. m� O O O- O o O T MAX.AS•D.DESIGN PRESSURE KITING-*72.0 P F ti '4•w J5r]'v ] 1/P ]attµ a. eoes-m Hi \\ A FLORIDA BUILDING CODE(Nigh & Non gh Velocity Hurricane Zone) � o8 ( � y�? �GENSF'•.'p � ®�1s nLlEco n+c. * TITAN B FOLDING IMPACT PROTECTIVE SYSTEM Aa L - 11 L E C O Awa. FOLDING SHUTTER CORP. °x/10/f5 HRFH.we t = , = DATE OR CONCREIE I M, TEAMED 3'v1'w]'d v..2'.1/4 •�= TH17f TESTING h ENGINEERING OOYPANY 7089 HOSPREET WEST PAM WJa\FPLACE 9 17 e]a ea sa.s,.t].x],root-u1m0a.n.arae 15-014 (s) .]/4'TElf6 SdRr ( m AtIAL NIxE TYPICAL_ EL_NAITON fflg•BE AT MIOHEIOFIT� 9• . AFL` .Eas1aT1-lex,Fa,cxeXm-,a1 PN:leoo-e4]-esTl a 211411 YxmluoduLY. 1 marl:4Tteroeeol,eam ..r.1aMlnpMultev mm DRAMNO Na SPAN TUBE MOUNTING INSTALLAI,ON % o . OR C�Q WALTm n tt�lJc P.E ���� Z T SEE WRATONS FM ON SFiF£C 2 �� as �� ® '}�• FLOMI.Lib --167 nyN. S"m a A 1] 11 . vwo0r+s/eik3'IE Fx (gE BEET //�-'EIQSnRO cutis ANCHORS O 18'O.C. 13) 77 3TNcsmuetuRE MN.ED. 9758'(TmJ Ex6'IINO (SEE 9EEr 13) EMHS,INO ' STRUCTURE / \ STRUCTURE 3/18•KP Revs ors a 7xRFMEO H �� i/le...1 /itoc o CE1RtERaEL,E POR \ Is"o.csµ•Toes o (TYPJ 1 1 ' / AW10R5 a HB'O.C. 3 or t or I&t or t MIS 0,e•0.6, WALL FACE END CONDITION 90P 1 g s0.,r 90.0• 2 s�` \\ / 90.t7 3/te POP PNvs OR 8 4 SH�WN I. O.C., "7°s° 8.O.0 Ir i OEVERS IRKK+ OROR 5 J EXTERIOR (SEE N°'E') (2)(Da 30•O.C.a (2)@0 30 •TO 99 \ IWSPAtTi°3)0 °3°• O.Ir -0 ° AFOR UP \ HORIZONTAL SECTION 20 °TTI��mm� a SrnT0E1 U AN Wa �'� ' / \ NOMONTAL SECTION .. SUiEW WY 8E INSTALLED (1Fi47s EROERIOR) RWROR OR ExtEtSOR) �EOINTERI OR INTERIOR OR E(maOR) OR /Ie'POP FwErs ran/s•Ca1rt. I an t/4-.3/C ' 3k IM0.Y VAR/AT LAST SAT AT TRAPPED l6TAVJ1TpNS 4 OR 5 boss-T6 uLov ANGLE 4 OR 5 TF36•te•D.C. TAPC°N�CREIE-fLFX SHO ZZMCL SHO ANaoRs o,e•D.D.To \ 3 t SEE LIi9TATKINS FORQON SHFEF 2 ECSTNC s,auer,A� AHCI DOS a IV'STRUCTURE R° / E0511N0 5tRUCNI>E _ — DOMNO S1RIIDNRE 1/2' x•.3•.1/8•COW. BUILD—OUT. MIN 6063-76 ALLOY ANILE END CONDITION E0. EQ 3/18•taP lalEls OR%43/Y'314'TEIS CR w S END LOCK ANGLE 1/4' Rohs w/ END LOCK ANGLE NUTS O 13'O.C. RLY CwA.SEcnam HORIZONTAL SECTOR NOTE-1 T'.2'a 1/8'6061 T° '14 .3/4•TEx OONr.ALU ANGLE Bt}Fr ANGLE SCAEWs AYTAC/®10 OIE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CDIIERP IECE a e•D.c. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE I(v� A ft) °3D O.C.o �'I' EaR ue O.s9' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 2Tax(3)Nie sD 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oT o 4' PrrruuuYYN -up TO 144'SPAN=R INTO R WITH A 0.120' °.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363' DIAMETER WITH �'MAY OE A 0.200' LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM SOA OR°1°°0R) OF THE TIP A SQUARE, 0.475xD.475"x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR5 ALUMINUM LOCKING TUBE ® A 2-PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 413E ' SHOr"` x0 (1)PIECE, 1.375' LONG, WITH A 0.366'4.366' .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" � % NTM)R DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. �- SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 9wx) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (R ) 4 OR(5� SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL J�`\`\`����'A ?rCC/T✓�''�,, FLORIDAON 13UUING CODE(High & Nan High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ W201S71IFCOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N0.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) '* iL EC 0 mc. FOLDING SHUTTER CORP. 0J'MATE RL1N TESTINO h ENGINEERING COMPANY 7089 HEMSTREET RACE �V.Mt. ssem�..Sm,rmu wme,n altm W'E'ST PAY BEACH.FL 33413 15-014 ...:ett -Iron rr,E.nsINH-191 Pit 1800-643-4371 R 81t.oeeod— w.r.rdmlpelu,M.ean DRAWNO No YELLTER AO0LL6f7 4,PE ATE FLORIDA 02/44167 i SHEET 9 OF 13 AWPINIY IM OUT1 PER SECTION{.SNEEr 6 A A AL�MM '� µ ISOof Y.2' µGLE LIED Wr FACE _ AW"FROM OPID" has sNDwN)OR TOWARus �' OPENING NO ANCNORS 'p RETJi11R S RLc m •� 13 19 BULD-our uotmr fGL PEA SECTDN 4•SNEET O CAM 31M POP RNEP• 6 31d' ANCIE EXTERIOR ELEVATION SIMILAR AND PLAN VIEW A—A yWM ONE OF PRODUCT OR WTH MMM �I�I® ® I - OPTIONAL SIDE ANGLE (1)0 t/•'• s/4' IIL•� t 1/Y.t t •t 1/a'Y (NN gcnoN 4.sNEEr el 0•-x' TM OR 3/16•P'OP WIN A1L111 AN 70P B MvErs PER AWCIETWE WrM OR TO WAIL G!REQUMM) Z/4'•TAPrM/ ret= FA f AR= SUB ® '/rApcaicam-FtFx, END RECES WY BE PUT ANCHORS O 7a•O.C. ENO OR L END DO 3/16'POP WIM OR 3 EMMWO STRUCTURE •s�. 1/4• 3/4•TE%5 'b, o r2'OA 3 CORNER POST '� s FLOE OF mNCREUE ISOMETRIC MAB (rYP.AT TOP AND Wr 4 MARS) 2 ENDENDaOR L 1 ETD R L END NBE MT TRAPPED END CORNER POST CONDITION W/ FLAT END NCMZONFAL SECTION FLORIDA BUILDING CODE (High do Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, _ �\GENSF •,: ®2015m'�0 N� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM /ILL CONCRETE BLOCK & WOOD (AS APPLICABLE) - No.44167 = *- I L E C O TMS. FotnlNc stnrM CORP. 'D'A'TE DA/'STE PWT TESRNO k ENGINEERING COMPANY 7068 NO6,FEET RICE rS6 W.Y.3W> S x6 MNOBM a,aR2.R 331'6WTSr PAW W-ASM FL 313413 15-014 Q A�/��Y�- ` rne+.<303)Ql1-1610.ra.(span-tvI P 7 teOD-B{3-= i UfT1�',::�C�I'� s-maEB--0006719�" ••��"7°r"Ate.run DRAWNO No '' 0 WALTER A.RUJr Jr.Ix- °D _ FLORIDA Ue./14167 �+/w. SMELT 4A OF 1: WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) WAIL FINISH o} g a.060'THICK 5.4 110;3'SS.5.11.5.W/7/2'0 13/1' Q 7� ROUEN HOUSRIG LONG NYLON BUSHNGS(Typ TOP) AND 1'LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) o,oso•noa S.S.Ra.LtTl HbL15INc uI (Pn0RAL RAXNOW (2f 1 m5 = _ a (NON-STRUCEURAI� s $S' D.553.0 crW.) 1 6 2'x4'CONT.WOOD ( - J/I5'ALUM.POP 'HEADER RWb. /10 x Y 5S.SMS,W/ 1 0.373•LONG NYLON CONT. RIVETS,O 16'O.C. ��G BUSHNQ W/A 0.1D0' )G :F OOIImmm C1 LONG TOP SECTION 0.500 0.163'x0.270• 1 D.C.AND 0.245 I.d AxD U TPAFAs 1 or 1 CIION LANG BOLTON WEATHER SEC00N O.J20'0.0.AHO STRIPPING N.W. FA 3/I6' POP 1 0.245'I d. SIDE C".) 1'+ <W xJs f NET" O 18'O.0 1I `LGN.SEPARATION B YIN.SEPARATION 27x4•CONT.WOOD TO GLASS MDEIt REO'D. TO CLASS (SEE IAE 1 or 4OTE SCHEDULE1 or ON SHEET TT 13) ®t ON SHEEr 13)� ®t IX 2'x4'CONT.WOOD 1 1 PLATE REO'D. 1 1 1 WALL FACE MOUNTING INSTALLATION Fa SECTION 2W (TOP) I mooR ..�s mill", OONELII011 l:1 , WALL FINISH WALL FACE MOUNTING INSTALLATION_ SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High R Non High Velocity Hurricane Zone) t SEE LIMBATIONS FOR ON SHEEP 2 P:'��GENSF ®x,5 T2TEm INC. TRAN 11 FOLDING IMPACT PROTECTIVE SYSTEM "uN ' NOTE FOR COMBINATION OF SECTIONS: 03/10/15 I— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO = IL E C O INc. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I— MOUNTING SECTIONS CAN BE COMBINED _ = 7098 1f115711EET RACE IN ANY WAY TO SUR ANY INSTALLATION. L a O TIWT TE5nNO R ENGINEERING COMPANY WEST PAW ISL TEL 33N3 ,�.r nm laa as.,y ae.am.Yneeru SNaxx a sa,m 15-014 �'. 1L` I�x.,f m7mer,-15W. Lamb,-,sn, Ptt 1000-513-s"I RIOP �4' ED-0`00°a°716" ...fdm wL.w+A�„ Dwwwe w ZIP .� WALTER A nµrr Jr. �! GATE FLORIDALORIDALin!44167i67B7a+a,• xn SHEET 70 Of 13 1/4"0 x 3/4•TENS SCREW OR 1/4'x 3/4' BOLTS W/NU15&WASIFA O 6'O.C. 4'4'((Mln.)EXISTING WOOD BEAM 5t� REQUIRED STRUCTURAL ADEWACY ::. OF EXISTING WOOD DEAN TO,BE CERRFED BY REGISTERED ENGINEER OR ARCHITECT PRIOR i WALL FlN19H .0.060"TFHICK SS t SEE LIMITATIONS FDR ®ON SHEET 2 1D PRODUCT NSTALLATION. ROLLER HOUSING AMINECTICK WOO 2•X4"CONI. (NON-STRUCTURAL)OPTIMAL <_EC710N D HEIDER OPTIONAL RAN HOOD NOTE FOR COMBINATION OF S: REO'0. EO. EO. (NON-STRUCRAL) `r 1- MOUNTING SECTIONS CAN BE COMBINED COM37GR*Ca g f IOx]'S.S.S.M.S.W/1/2.0.3/4" IN ANY WAY TO SUR ANY INSTALLATION. x! LONG NYLON,BUSHINGS(TYP.TOP) '.,. AND 1'LONG OW.BOTTOM).EXCEPT NOTE1-0 AT ROLLER HOUSING(TYP.) S, OPRONN.RNN H000 y'>. • (NON-STRUCRIRAI� j -:r •'`''"�,``,.,°":' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO +'Y"-'i` 119 • (2)NYLON ` U� BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL a i p ess'r(TYPJ _ _� n n ' 8 I I I r��•I I - 3/16'ALUM, 110.3"S.S.S.M.S.W 0.373'LANG NYLON 8 POP RIVETS, BUS6NG W/A 0.150 LONG TOP SECTION I _3/16'AIUN. ALTERNATE LPG O IB'O.G 0,500"O.D.AND 0.245'IA.AND°.223'LONG POP RNEIS. I LOCATION CBtT. (SEE NOTE•) 0163"x0.270'.0.030' BO7TOY SECTION O.J20.O.D.AND 0.245'i.d. ULTHAFAB WEATHER (rep.) MIN.SEPARATION I TO GLASS I STRIPPING EA.SDE (SEE SCHEDULE (1YP.) 1 or ®t ON SHEEP 13) 1 or®t MIN.SEPARATION VIN.SEPARATION N TO GLASS �^ �,' + (SEE SCHEDULE ( TO GLASS SCHHEDU SEE I ON SHEET 13) or ON SNEEf 1J) _ 1 or ®i v 1 1 or® t ALTERNATE 3118'ALUM ALTERNATE LEG OPf10NA1 RAM GUARD POP R ivETS O 5'G.C, r_ r_,�,,,--_- LOCATION (XON-STRUCTURAL) IALTERNATELOCATION AT REAR. -i I ` CSEE NOTE•) I _ (SEE NOTEi�,i ALTBENATE J/1 s•ALU r�II I L-uj ,i -= .I I i POP RIVETS O 9•O.C.I I II � ,.. i n AT REAR. _I IL_ 'II j .....:._ Y WOOD PLA'I E- -_-.a-__-_r_i II • II II n 9 REO'D. , I �0 i 3 1s'ALUM.POP RNETS \•S I 9 Ci,3 O 1O'O.G.BOTH5106 3/1 e'ALUM.POP Rum W O 10'O.C.BOTH SIDES ED. EQ. 2'x6•YIN.WOODK REQUIRED , EO E0. DECRED w 8 2'x4•CANT. I 1/4'r x 3/470 SCREW (NO FINISH ALLOWED) 1/4'r%J/4'1E16 SCREN WOOD PLATE I - OR 1/4"x 3/4'BOLTS W/NUTS •^ Rmb. &5/B'WA41FR O 6'D.C. 0°NiE0E1DE1 CO W, 5/8•W/91ER OR 1f 1/4'x J/4•DOM W/NUTS& 1I I CONNECTION C4 1 y/8"WASHER O 4'O.C. r I 2•MIN.ED. 2'MN,E.D. 11 I • C3 I wALL Flt°SH Lift wAu E1NI91 BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION AAW (BOTTOM) SECTION 7W SECTION 4W ``�3YYILL�R A`(r AA/rrA4r FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) ° ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �:•''vC ENs�:':;��'� ®2015 nLhco rNG TITAN 11 FOLDING IMPACT PROTEC77VE SYSTEM Ds" AG./Y.L 15 INSTALLATIONS DETAILS INTO WOOD J - L ECOINC. FOL�NGSHUTTERCDRP' 03DATE �/,�,''/.,JCC IP . .'* nvs x..pan a°•m Wa°w wmrw9�,1na1,mH,Y® �9 HEMSITM SCALE N.T.S. T1WTTNG &ENGNEEAR0 mYPAWP FL3M ty 15-014 9 PI!1e0-813-6J, W ° wnrabMNMn-aDRAWING WET-O71 . i,AOrA/ 'O D •`��7E WALTER A.TILLIT J�P.E. FLORIDA U.//44767 e+.r v:w• SHEET 11 or 1J llllllll WNSEPARATION TO CLASS uIN. GLASS SEPARATION or ®T (S1 E SCHEDULE & N GIAA QTc S0N SHEET 13) (SEE SCHEDULE Yn Or al ON SHEET 13) !y i71 OPTIONAL.RNN GUARD I (NON-STRUCURAL) a . i 1/4*0 x 1•TER I ALTERNATE 3/18•ALUM, SCREW OR 1/b-20•x1• POP RNE7S O 5.O.C. •Ta S.S.R WS'MIH NUTS AT REAR. WASHER O 4-O.C. I n 6'ALUM.PDP RNEIS .7 10.O.C.BOTH SIDES • EDGE OF SUB R F APPLICABLE DXE OF SLAB ALTERNATE LEGS Q F APPUCABLE ANCHOR LOCATIOlXlIIM C7 N _ (SEE NOTE•) vT -- - 21x K MIN.WOOD - DECK REONRm (NO FINISH ALLOWED) COIN Ce EDGE OF 2'NN.E.D. . SLAB IF EDGE OF 2•MW.E.D. APPLICABLE SUB IF. APPLICABLE T SEE LWITATiONs FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION -_ SECTION TBW !BOTTOM) 1 MIN.ED. 1'ulN.ED. NOTE FOR COMBINATION OF SECTIONS: � ' 2'xC uRE WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REQUIRED IN ANY WAY TO SUIT ANY INSTALLATION. WIN.SEPARATION (NO FlNSH ALLOWED) ASS FLOOR MOUNTING INSTALLATION PLATE CRm•D.W00D (�SCHEDULE SECTION' TAW (90TTOM) NQS °N SHEET") 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T ' (3)5/16.0 1x1 2• 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN WALL or SCREWS w/2 1/2'MDL - uTN.EO. PRESSURE RNG& SPANS 8 1•x 4'x 1/8' c PENETRMION AT MIDWIDN ATI (2")OF RArrER/061ssEs 6°6}78 CONE. o ALl1u1NUN TUBE ' o 1/4'x4'(6063-TIS)FLIT EXISTING 2X WOOD PLATE W/1/4.0 x1•TO( TRUSSES OR RAFTER 2•x4'MIN.WOOD— SCREWS OOD SCREWS O 6'O.C.IN AT 24.O.C.MAX STUDS O 18.O.C. I $ G 1�8•xETWEEN TRUSSES OR LSCC' :F PLATE W/1/4.0 x1'TEK SCREWS O 4.O.C. FE( IN (2) 1/4'0 TAPOON OR 1/4.0 CRETE-FI BETWEEN TRUSS ANCHORS ON 114 NDS WOOD SCREWS OR 1/4.0 EDGE(IF APPLICABLE) NDS IAO SCREWS AT MMWOMDTH OF EA.SND W/ 2 1/2'MIn.THREADED PENETRATION INTO WOOD STUD 1/4'0 x J/4'TER (ROLLDS /4•IIAX PLYWOOD EXISTING SOFFif E --110xJ•S.S.S.M.S.W/1/2'0 x3/4•LONG _ 0, S.S.BOLTS 1/4-20 x 3/4' °.655.0,,;-) NYLON B1191M05(Typ TOP)ANO 1'LONG 1/C 0 x 3/4•TT( WASHER®6a D urs S I 7 (ryp.BOTTOM).EXCEPT AT ROLLER HOUSING $ SCREW O 6.O.C. !IO x 3•S.S.S.ALS.W/ B C"•) 0.373•LONG NYLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION B'�°W'"°•' OW. INSTALLATIONS DETAILS SECTION IAA OTTOM) LONG TOP SECTION 0.5°0' 0.163•x0.270• D.D.MID LONG L0.AND xT,40; 9 MAX. A.S.D. DESIGN PRESSURE RATINGS +60.0, -60.0 PSF 0.223•LONG BOTTOM uDR.SEPARATION INTO WOOD SECTION 0-32 I•d D avo ( SCHEDULE— UTD GLASS WATHESTRfPP(NG or®T Q� SCALE N.T.S. ```ATA�N1111i�T�1Rl0jArrA FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) (regi ON sNEET 13) SIDE(TTP.) ^ `�� .••••••••... ✓ : ®2015 TILTECO INC. `.�P,•���ENSF•,q TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By'.A.o/M.L 03/10/15 IL E C-0, FOLUA�G SUR CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION �TIr�3✓, *= TUIT TESTING S ENGINEERING COMPMNY 7=1ENLTREET PLACE mm Ns am.x m Ias WAmu a xxr n mlee WEST PALM BEACH. J3 FL 413 15-014 SECTION 863 (TOP) off; STA?E OP ��` wa..(m0 --0006719 9 Apr-,stT Pit}1 DPAWING Nn EB MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF ? 4� WFFLL°Oma DR1 s167 mnem `• SHEET 12 OF 13 Af11111111117F1 CONNECTION CAPACITYSC EDULE CONNE TION CAPACITY SCHEDULE usY1MUM IND PRESSURE (D E•f j (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) AND .CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/F) FOR CONCRETE& CONCRETE BLOCK SLAT'S SPANS S HEOULEFOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE uA1o.Ay 3 A srmm A NOc AtL mM CONCRETE CONCRETE BLOCK STEEL WOOD t Pc9mr "TAM AT� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK L+/-) I'16.4SM FREs7m &BOTTOM TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE (La) p.-) , 30 psf 144.0" 144' 180 Ib ft A B C A C E A C F A B C A C 60.0" so" 88 Ib ft 9 425 LB/FT - �"' 38 . 157 LB F1 134 LB/FT 256 LB/FT 397 LB/FT g 417 l8 FT - 388LB FT - 134 LB/I 35 psf 100.0' 100" 146 Ib ft Cl 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/Fi Ci 6 461 LB Fr - 418 LB FT - 202 LB 744" 744" 210 lb/ft 12 7 LB - 3 LB 1 6 LB FT 142 LB FT 271 LB FT 3.47 LB FT _ _ 60.0 60 100 Ib/ft C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT 334 LB/FT - 142 L0/I 40 psi 100.0' 100" 167 Ib R 6 525 LB FT - 419 LB FT 312 LB/Fi 285 LB/FT 353 LB FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/ 144' 144'. 240 Ib ft g 390 l8/FT - 309 LB/FT 157 lB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/Fr - 419 LB/FT 285 LB/I 60.060.0' 115 Ib ft 9 372 LB/FT - 309 LB/FT - 134 LB/I 80.0' 80.0" 154 Ib ft C3 6 1496 LB/FT - 375 LB FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/I 46 psf 97.0' 97.0' 187 Ib ft 3 1.813 LB FT - 572 LB FT 326 LB/FT 1 304 LB/FT 418 LB/FT 631 LB/FT 3 760 LB/FT _ 572 LB/FT - 304 LB/I 115.0" 115.07 221 Ib ft 9 1466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FTJ 9 445 LB/FT _ 370 LB/FT - 134 LB/I 144" 144" 276 Ib 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' 125 Ib ft 3 972 FT - 682 LB/FT 389 LB/FT 3FT 64 LB/FT 500 LB 753 LB/FT C4 6 561 LB/FT - 449 LB/FT - 202 L13/1LB 8 .0' 89.0" 187 Wit 281 LB/FT - 224 LB/FT fit LB/FT 83 LB/FT 143 LB/FT 103 LE Fr 3 912 LB/FT - 682 LB/FT - 364 LB/I 50 psf1137o 100.0" .208 ib/ft 9 226•LB/FT - 224 LB/FT - 83 LB/F 120.0' 250 Ib It C5,, 4 421 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/1 140" 300 Ib ft I 843 LB FT - 670 LEI/FT 243 LB FT 250 LB/FT 432 LB/FT 311 LS/FT 3 681 LB/FT - 670 LB/FT - 250 LB/I 60.0' 138 Ib ft 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT g 221 LB/FT 251 LB/FT 215 LB/FT - 81.0' 187 Ib ft C64 d ,y1 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LS/Ff C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 55 psi100.0' 229'lb ft 822 LB/FT 975 LB/FT 848 LB/FT - - 414 LB/FT 307.LB/FT 120.0" 275 Ib ft 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB FT 756 LB/FT 646 LB/Fr -134' 330 lb/ft 4 232 LB/FT 236 W-FT 183 LB/FT - 6p.O' 6O O' 150 Ib ft C7 3 358 LB/FT 402 7B/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 3 310 LB/FT 315 LB/FT 244 LB FT - - 80.0" 8.0.0' - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - F60 psf) 100.0' 100.0 250'Ib It 12-A 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FP 691 LB/Fi 614 LB/FT - - 115.0" 115.0' ' 1 C8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 L13/Fr 921 LB/FT 819 LS/FT - 131' 128' 346 Ib R 6 982 LB FT 1194 LB/FT 819 LB FT - - 530•LB/FT 336 LB/ 59.0" 59.0" 160 Ib ft 65 psf 92.0" 92.0' 249 Ib ft 100.0" 100.0" 271 Ib ft MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDyIE RSEE GENERAL NOTE C.2'ON SHEET 1 126" 123' 360 Ib ft ANCHORS ANCHORS MIN, E.D. MIN. SPACING 60.0" 60.0' 175 Ib ft 70 psf 100.0' IOp.O' 292 Ib ft SLAT JHIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC.jC.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEE 121'' 116" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"A TAPCON THREAOFORM TECHNOLOGY HNOLOGY ADVANCED 3.50" 2.50' R N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft 5'-10' 2 1/2" 1' 2 5/B" r 117" 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' 111" 400 Ib ft 107" 104" -a >5'-10" 2 5/8"+ 1" 2 3/4!•} 1/4" A CRETE-RIX 3.00" 3.00' R N/A 3.00' 3.00' N/A N/A 900'.psfat 101" 99" 1 '!447idB ft>i TO 8'-3" I 0 a 120 psi" 94-87" 82" 2 484 Ib ftj _ ' E 1/4' A TIW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00 130 psf 60" 76' 483 Ib ft >8'_3 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74" 70" 484 Ib ft TO 12'-0FX14 NDS WOOD SCREWS OR N/A N/A R N/A N/A N/A 1 2.60' N/A 750 psf 69 66 483 Ib/R 1/4" NDS LAG SCREWS 160 psf 65' 62" 483 Ib/A A AS DEFINED BY ASTM E-1995 STANDARD. A1711111111f1f A7AAAi `�� �A•Tf( �b FLORIDA BUILDING CODE(High &Non Mgh Velocity Hurricane Z0 Atls?ffi + EXCEPT THAT 3 5/8' SHALL BE USED P 'Q''4 ®2015 TLTE[O DC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN e L+:MAXIMUM MIOWAO.E PRODUCT STAN FUR A FOR MOUNTINGS AS PER SECTIONS 3, S�;•'•�\CENSE A.6/Y.I GIVEN POSnM A.S.D DESIGN PARE RATING. .4, 4A & 7A. L-:WAX.ALLOWABLE PRODUCE SPAN FORA - 03/10/1 GNEN NEGATIVE A.S.D.DESIGN PRESSURE I FOLDING SHUTTER CORP, DAN RATING IL ECO�M�. *; * PLACE TIWT TESTING 6t ENGIlIE[RING COMPANY WM P HFLJMr H,FL 33413 FINAL NAXtNW ALLOWABLE PRODUCT SPAN IS :-o'•, S TE OF r C WW. d. y'" Ptt 1600-664-W71 15-01 EQUAL TO THE MINIMUM DEtMWNED PRODUCT S'9 ;'��� PAe"'�° n"t om-`JtEj.l-iSlt 6RAMNG SPAN BETWEEN 1+'AND Z', �''. LO , �� FS-0006719 en< r� enc WALTER A.TAN Jr.P.0 nivi 1 U.1 44167 d'4"' mw 13 0