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HomeMy WebLinkAboutProduct Approval JL %-vuc viiiiiic i d�C 1 Vl L Business 1 1 Florida Deparmtd BCIS Home I Login I User Registration Hot Topic I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Busines Professi IProduct Approval R USER:Public User Regulation Product ADDroyai Menu>product or Anolication Search>Aoolication 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 RS COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpl-QQe6r 1 Z... 7/1/2015 i'iu1.tua ij uiiuilir, %_,uuc; viulii�, r agc/_ ui 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.Ddf 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: 99 securi JsETRICS https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1Z... 7/1/2015 GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.TMS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/+'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1J4'0 CRETE-FLEX,AS WNUFACTURED BY BW/BU&DDC, MAY BE INSTALLED AT MGH VELOCITY"HURRICANE ZONES(MIFi7�AND OUT OF THEM(NFMTL). INC d ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY.OR/ 14 Nps WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS sHALL BE DETERMINED AS PER SECTIONS 1620(RAM&1808(MMO:) OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A,DIRECRONALJTY FACTOR NOTES: Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAX"A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET I& IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIRC WIND LAMS DEFERMIFD PER ASCE 7-10.SHALL BE FII2ST. C.1)MINMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO ASD.DESIGN WW LOW BY MULTPLYNG THEN BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SWILL BE 1 1/2'FOR Ci THRU C4 AND CB THRU CES DESIGN PRESSURE RATNBS NDIMED ON SHIM 13 CONNECTION TYPE AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WNL 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS.A DURATION FACTOR CD 1.60 WAS USED FOR VERIFICATION G2) MINIMUM EDGE DISTANCE OF 1/4-0 TAPOON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. LAC SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1620&1809.13 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.ET.I.). HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE Cl ABM TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1818& 1604 OF THE (0) TO EXISTING MUM.STRUCTURE:MIN. 12 GAGE FY-33 KSI(MM.) MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEETMETAL SCREWS USED AT SLATS Q&®SHALL BE d 10 x 3'.410-NT MINIMUM SERIES W/ 173.8 kai YIELD -1/4'0 ITW BUILDEX TEX SCREWS,W/FUR.THREAD PENETRATION. STRENGTH&187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN SODO SERIES FUIOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD 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 RW BUILDEX TEN SCREW 1'. FOR 8063 T6 ALLOY AT SLATS SHALL BE Fy-25.9 W. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 w YIELD STRENGTH AND 90 IST TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ItW/BUDDEX 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 114E SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AM 304 OR 318 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. UNIT MUST BEAR PERMANENT LABEL IN A OF HURRICANE G.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH NGS HOME OWNER TENANT,OR OTHERS• MUSTIT PROPERLE PLACEY CLOSE ALLITHGCDUERRELESNOTE. GANPD ELNGA;E OR LOCK ALL LOCIM (A) M W ONG POURED CONCRETE: tp,PRODUCT MANUFACTURER-S LIBEL SHALL BE LOCATED ON A READILY VI913LE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.Ee=3192 psi. WITH SECTION 17108.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Ea-3000 P.I. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLET(,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN, f e=�3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PLDs ANY NOTES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TD. A7)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CREFE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) •THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED TTY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT; Le.WHERE THE_STTE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4'SOLID SET ANCHORS SHAM BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SEEECEION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO-SOLID SE INTO SfiS S SHALL BE PERMITTED. DE 07/ I 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 DOST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFER'AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE DCISTING (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 SMALL 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) TO[EXISTING CONCRETE BLOCK WALL'ASTM C-80. 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.BUILDER.INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLD)SET,AS DI57RIB1.11E0 BY ALL POINT SOLD SET ANCHORS. PREPARED IT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. t14ffi: ' THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. FEWrTS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. \\\\11HM1HLWNt//gyp . B.2)3/4'SOLID SET ANCHORS SHALL RE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT.NO FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.5 SCREWS USED SHALL BE 1 1/2'LONG d °� 4 0'019 M1ECO INC. ORAKN BY: MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. : �,�CENs�.•..9 IRAN II FOLDING IMPACT PROTECTIVE SYSTEM "ALL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, aT/t0/ts ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE _ = 1:71 ECO 1111:. SHUM CORP. DATE SHALL BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE. = 3 •,•.� /,1 TRllT TESTINGEANG d ENGINECOMPO 1 T E Uf- eose x�,as,.a.ea.�.�nasl ai,moes n.n,m Wwr PALM WAX EL 13413 15-014 Pme•,(JmJRn-TESL.ro. GWe�11-1sal PH:iBDD-613-6371 29�� •� P :•ACrQ e�na4 utecoftU"m twlol�geRu1lNfco,n aaARtfIG pe WALTER A TILER J,.P.I- F1D16111 Ue./4{187 MY.e � 9f�T 1 OF I3 e.0m• Im- 38m• �• �'� '� ,AJC" 2 zsm" LC75' '�, 3 L . A P• � fPAb' � 9 4 to 4 4Q N E' I.Ma" � �y ©sw Y SLAT WINDOW Q L—END / F T E ® Q XT RIOR CE ERPIEC (i0 U7 BE USED FOR ALL INSTAL110NS, 6063-T6 ALLOY 6063=T5'AtL B06J-i5 ACLO �-�---�- � MAY INCLUDE PERFOR477ONS AS PER (TO BE USED ONLY FOR INSTALLA77ON5 ® 0 nrC B ALLOY OETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE MO£ l• MEASURED AT 801`70M OF OPENING 60 COY SEE COMPON£NIS 20,21 &22 ON SHE-J.) .zev" .n1r. .rrr EI32' EIDe' 1961' z71C" aar P.0r1' EBSY 8 b.rao' .a,r .rm• �• A" .aeY ans za73' ® WALL HEADER p>r'm MAX. B.O.p ® CEILING ) ® O SILL ?RAC ® �O O1NMf TRACK .gPTE 6063-73 ALLOY Sddrle (iK °�- - ALLOY iso ;X-[L'o"Y— ze9e t2 AW" COMPONENT a b ti t2 2" 5'MAX. 0.125" 0.125" N ,Oql• ti 1® 2" 4'MAX. 0.25" 0.25" _ .Deaf" 2"MAX. 0.062' 0.062' asle• , , ® RAIN HOOD ©1 ALT BOTTOM TRACK ADAPTER © �BOTTOIIf RAIN GUARD J l�JtJ ALUMINUM ANGLES 6063-75 ALLOY 6063-T6 ALLOY - 3=T6 ALLOY 6063-T6 ALLOY COMPONENTS a FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) M- ,� d,9 02oIs]area we TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ow``N W. © 3"0-16 ACETAL ® LOCI PUBES IL ECA INC. FOLDRrG SHUTTER CORP. DATE ��pp��p X71 g/ �f TIWT TESi1NO k ENOINEEMNO COMPANY 7009 M WJZI1 PIAL£ Td3. a lJSCdi.U'I7S * v.xn. sa s>.neaa� M1 sl,m N6T PAW aMl FL JSN� EB FOR 4 & IAT CENTERPIECE CORNER POST) o�� q€ �.�. I�" ',� P s-ot a 19006719Lwm ...ldm�gMa�Ex�mn OxAw,NO Nn 'L-6063-T6-ALLOYI''- ALCOY P WALTER A7t4"'16p7-F_ r,P.E 28 112"LONG �4 , $SNA \ FLORIDA Uc/14187 wero R 4437 2 OF 17 ' rluuuuntpL\ i 1mnlArrop j (/3)ROWS OF i 2ro10 HOLES elAr,ap 1 i P.1.4 SPACED i Inoe 1 0 0 0 j r---_w-� 1 Z-cuP EACH SIDE TABLE 1: SOURCES FOR & 0—0 � tNREC7X1N5. � � r: i ( ) OPTIONS OF WINDOW SEE TABTE f Suns i 00 i SOTS ' ; �tlO ; i TYPMAC Pfi7P£R1ES SARVIRO S48A:FORMATIVE A?VU=E ; 000 1 ; ; R7Pl4t/soEVCE AYu7c (TIP) 000 I (TY�) LtoAwa17 Jr LDW lay RsmY `1•R 00000 i 20 d d d ; ' i 14E11ING SPECIFIC GRAM ASTU 0792 0443 IbA,% 0.043 Q,1T r 000 z L... �_J WINDOW lIF331At£G6L: ' 0 TENSILE wnm STRENGTH ASN 0638 9.400 pe.L 9.500 P-L FLEXURAL STRENGTH AT YIELD ASTM D790 12ZM p.n.L 13.400 P.KI. 3Ar FLEXURAL.LOCULUS ASTM 079(1 3 kow P.-J. 345.000,p..3. 2y , p2 p 1 , t (EEOC)ptp SNAP-IN ENO IA£dLL• NOTCHED¢ap ASTM 0250 18 FT-lb,-.. 17 FT-ro/Irt (SEE TABLE 2) _ CO AURNwc dt�.N:tEn iam— SUFTIRE DENSITYAS1Y 02843 472% 84.5%LAX AL1 1 RATE OF OIRiNING AMU0835 C-1 CLASS C-1 CLASS 1 i I 1ASELF IGNTION ASTU 01924 1040'F 980 IF Li i i SLAT WINDOW �'i ; ' SLAT WINDOW 0.060'THICK WATHERINt,: 15111 0193 U i i U i PO OW WINDOSErWVIERNif TENSILE STRENGTH AFTER WEATHERING AM 638 9302 p.al. $840 P.¢L TENSILE STRESS BEFORE WEATHERING ASTM 938 8461 P.M. 8890 PAs,. 7.000' AM(2)WINDOWS WY DE IN ONE SLAT SPACED 1.F to i AUX. w i A MlWMUA1 OF 24'APART,87TH 12'MN.FROM N j i 14 1 ENDS OF SUT TOP&BOTTOM. T BA SLST MUST NlSTM/ AVEROS TABLE 2. SOURCES FOR ' ' I TO FIEY`ES a OR XOR ATT CORNERS OF PRODUCT,wr STMENRO AAM TOM CWPANY 00MILON PART d00 { r--- ----� O�• rsPw'AE PROPERII6 figmis r M/2O419A� D Odd (EI.EVAROil1 Odd0 SLATS 4 0 d i SLATS i i SPE C STM GRAM AD702 0.042 Ue/W XNUC Odd NNUCXLE i i 14Ew7NO _ WINDOW TENS"YIELD STRENGTH ASTM D638 11.500"1. i 0d0 ; (3)RONS OF a apsp' cro• FLEXURA.sYNENGDI AT YIELD AMU 0790 15,000"L 000 i f/a•r HOLES FLEXURAL LOMAUS ASTU D790 450.000 p.eL 0 i EA.SPACED i3/18*APART L_-__ ,-J ; 1ld�GL• 1iom�Ar i try1 i IrUML�AK""� i .nrs' NOTCHED REED ATM D258 0.6 FT-tbjfi N BO MOOG toNwreorTPM { If1E5; DIRECTIONS Fn[a9 nzm• $Mp' COEFFICIENT or T1kmm EXPANSION AST(D698 SS r tb~Mft1=f 2i Z-CLOP SNAP-W END ClipuET t NGI EaIPERANR£ ASTU 03418 SYW 2F ��r MOW ; r E R15ED AS AN OPTION FOR ALL ANS7AtUTk7NS �h'.13A+LE•'< O{f ELEVAT,RON UNLIER URGE M15• ..MAY INCLUDE PERFOR47KUNS AS PER THIS DETAL -"a. (2)WINDOWS MAY BE IN ONE SLAT SPACED TYPICAL UA SLAT WINDOW DETAILS MNL 24'APART(M4A:EIAERY fD SLATS). W O VIEWING WINDOW & Rl 2 CLIPS TYPICAL ALTERNATE PE11-1 RFORATED (SMALL MJSS/LE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (High&Nan High Velocity Hurricane Zone) �����•..• "" •.• J9'�y� 02015 TaTEa2INc TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM St.. FOLDING SHUTTER CORP. 03/10/,5 •...� MMC. OATE •a TILM7 TESTING$E14GME[RINC COMPANY 70>M N1361REET RICE 4115 KW.1 sL �,NksfA fYMt4Nq R Altn WST PALM BEC9.FL 33413 'x*:• :¢ r4�.:� i-,Sm.FW:(m5 eF1-,n1, PRE IGOD-643-e371 `15-014 o'. AXE 4F 1 ED-000o a�n .w.fo enM huttasnam 6719 ORAMNG Na WALTER A=If Jr.P.f I I4aF FLORIDA Un 111 44167m Isae Wvl� SREEf 3 OF 13 A11}111• H/..Ilo1o414{4444 . n n 2or@3wtt3 ,16 , 17 OR @ (2) zd z USE(2) AT 30' on 15 0 D.C. FOR PAM • + NOTES ON @&LOCKING TUBES AT - 1UP TO 99". 11 - I. 1.TWO (2)@ SHALL ALWAYS BE USED AT PRODUCTS MIDSPAN SPACED w AT 30'O.C.FOR SPANS UP TO 99'.*USE THREE USE(3) (13 AT 30-D.C. E3)T ,G.LARGER a FOR SPANS LARGER SPANS SPACED AT 30- D.C.AT MIDSPAH. Col BE THAN 99'UP TO 14,V SCREWED 11 1 (V.TA,%P NOCAII0ORN OR RF T!R4'-ARLL=91!AS ST(O'WTAPPED TPC?(ArLE",PLtECES,,,,. 2. (2)LOCKINGTUBES ! RPIE H USED ,(n CENTERPIECES 4)'ORIAALTWAALYLS 1'4ESrALLPATITOOMPS.&LII'COIQTTN'OMTUAITIES W r." BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR J8 (2: t I SEE LIMffA7IONS FOR @ ON SHEET 2 u [SEE END cvNNEcnoN DETAILS ON SHEET 9 Typ.FUHEIGHT,FOR CONCRETE, CONCLL RETE BLOCK OR 6 T+ (C6 WOOD INSTALLATIONS. + + @ UNLIMITED WIDTH TYPICL �� amnom 46 NOTE; SEE SECTIONS I THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 09 SHEET 6. SEE SEdTIONS 7. 7A & 79 ON SHEET 7. SEE SECTIONS IW& 2W ON SHEET 10 SEE SECTIONS 4W, 4AW & 7W ON SHEiT 11. SEE SECTIONS 7AW, 7M SW 14W ON SHEET 12. FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 4 02015 MIXEDO M TITAN It FOLDING'IMPACT PROTECTIVE SYSTEM AajML 06 FOLDING SHUTTER CORP. T,79 s 0 Im.- \ C' TILUT TESnRO ft CHOINCEMN4 COMPANY 7099 HOWREIT PLACE - 3C:M SM ft WW PALM BEACH,FL 33413 S PH,1600-043-4VI 4 1 5 1 _fddbV.*e...— oPAWINO Me dav�nI--I FIMOA U.1 44167 FIN POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAIN HOOD POURED CONCRETE TRIMDUSTING(D NW(DECORATIVE HEAD) WALL OPTIONAL RAIN HOOD (NON-SRtUCTURV.) REQUIRED. TRY(DECCtL1TP1E HEAD) oommomm 0.060•THICK S.S. (NON-STRUCTURAL) y (SEE SHEET 13) j ROLLER HOUSING B 1.000 2.500•MIN. 9 YIN. ED. R— �z / C! ( I �v ( EI.7IOY OPTIONAL II RAIN HOOD N CON .p (NON�SIRUL'NRN 0.654'r(TP.) 1 U/ SEE SHEET 3) 10 x 3•S.S.SAI.s.W/ d 3/18'ALUM.POP RIVETS. I 13 0.375'LONG NTDN B.ALUM. I ` BUSHNG W/A 0.160• O 18.O.C. (2•a4'MAX) g CONT. POP RNEfS. I 1 LONG TOP SECTION 0.500- 0.163•.0.270• a 18.O.C. 1/4'r ITw BUILDETI I �� at).AND 0.245•i.d.AND xD.D90• � // 1 0.223'LONG fiOf10M ULIRAFAB 1 SECfDII 0.320'O.D.AND WEATHER POURED CONCRETE 1 'ro SON OR 1/4 0 ELCD 1 1/C 0 x 1'TE% 0245•Id, STRIPPING EA �j CONERUCiRNI PRODUCTS 0R CONCRETE BLOCK (SEE SCHEDULE / Or 5 SCREW OR 1/4e-20'x1' 3/18'ALUM 1 (Tw-) SIDE(TYP.) / or z1 wALL REWIRED. ON SHEET 131 B CRETEBEDME W/1 3/t- I S.S.MS WON NUT A POP R11M. MIN.EHBkD1.Q4T O B•D.C. I WASHER b 4.O.C. O 1B•O.C. --<D Or 1 ®t 1 ORCONCRETECOONCRED RJ1.3) R1 1 1 YIN.SEPARATION WALL REQUor(SEE SC MULE trtON SIFET 13) .' I NM.SEPARATION 1 TD CA55SEEPOURED OR C EfE BIWCIc (ONHT1) or WALL REWIRED. 1(( TCK t/SCREYI R 11/4x-20'x1'6 i S.S.US WASHER 0 4'UT 81 / 8 1/4•r I1W1 BULOETC ir •�• /10xJ'S.S S.Y.S.W/1/2'/ rAPCON N/AwpNCFD xl•LONG MTON BUSHING 7HRE/DFOfW TECHN0.0GY 1 I(SEX,SHEET 3) ' ONc(T�TTOOPi FJfCEPTAT WALL FACE MOUNTING INSTALLATION ODNSTRl 1 `1 1 13 "` RO1FR HOIISNG(TwJ SECTION 2 MIL EMBEDMENT O 8•J0. r. ' (1•x4.12AX.) WALL FACE MOUNTING INSTALLATION LPSANO+OL 1/2• SPACING ANCHOR SECTION 1 SPAONG GROUTED BLOC(REWIRED 1.000 1300 MN. (MIN.C PWIml GROCWUT) MIN. EDS - ENISTNG NON STRUCTURAL j.ETE WALL TRIM(DECOPAIIVE SRL) 0 6 AN010R SPACING STAGGERED ANCHOR §PACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX.A.S.D.DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE B LOCK �����T i N`I /��AA FLORIDA BUILDING CODE(Nigh m Nan High Velocity Hunicone Zane) SCAT£ N.T.S. P •''GEN ✓q/y ®2ols TaTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Bn NOTE FOR COMBINATION OF SECTIONS: AT E.D. EDGE DISTANCE FOLDING SHUTTER CORP. /10/1S SEE SPECIFICATIONS ON SHEET 13) ) = IL E C O IMt:. DATE 1- MOUNTING SECTIONS CAN BE COMBINED ( :a! = nwT TEsnMD 4L ENGINEERING COMPANY Epi pp�RLiM13 IN ANY WAY TO SUR ANY INSTALLATION. A.• �S. F .• nws k �7 +s+JO°o. (°�Noii�'+ii+91°4 �+1800-143-0J7f 15-014 A4 e-mat.1111ee•fbel.mm —fd6gehulh— tlUWINO Ne t SEE LIMITATIONS FOR®ON SHEET 2 NALTERA•TR11f/Ur.P.r g�• .NDRIOA Lk+44167 W+d'+ SHEET 5 of 1: VI 1/4'd x 3/4'TENS SCREW OR 1/4•x 3/4• T BOLTS W/NITS G WASHER O 6'D.C. 0.060'THICK SS, I I MIN.SEPARATION 1 POURED CONCRETE OR ROLLER HOUSING I MM.SEPARATION ro Gtr COACRETE BLOCK WALL % TO C1A555t SEE SLT4:DUNE �� OPIIONN.RAIN HOOD ("(SEE SCHEDULE:0"0 t or i y ( wz �t OONlEL•OOW O4 EO• (Non—STRUCTURAL) I ONSHEET 13 ON SHEET 1J)(SEE SKEET 13) 3•S.S.S.M.S W/1/Y/ ALTERNATE 3/16•ALUM. f ALTERIEM1TE 3/16•ALUM.LONG NYLON BUSHINGS Pop MVMO 5'O.0 PDP METSO5.LONG(Typ. AT REpp, AT REAR. AT ROLLER(2NAw0 895''o(iY7.) I n y •ALUM.POP Po1£TS I RYEIS sroEs .O.0 BOTFI SIDES -3/16-ALUM.POP ORIFNTATKM B RNEIS O 18.O.C. Q• O' /10 x Y SS.S.U.S.W/ 0.373'LONG NriON NT.0.163'x I MM.3/4•PLYR000 BUSHING W/A 0.150' [ 1pN.SEPARATION 0.270'E0.030• MIN.3/4'PLYWOOD 1/2•MM. REQUIRED LONG TOP SECfbN osoo'I .SEPARATION ULTRAFAB $ REQUIRED \. O.D.AND 0.215'I.d.AHD WEATHER 11/4•d TAPCONS OR 0.223•LONG BOTTOM �( SO4ON �� STRIPPING(A t ar �� �E_LLpL 1 1/d•THRU BOLT'W/ SECnCJ'0.320.O.D.AND SIDE(TYP.) ®f 8 ANCHORS 6.O.0 '� WASHER i NUT O 10.D.C. 0.2ry45Ld. 1/4EACH SID E (TYP.) ' / /TIPCONS ORNASTER& Nlti O 5'O.C. - IPOURED CONCRETE OR CRETE-FLEX ANCHORS 8'O.C. CONCRETE BLOCK WALL t Or REQUIRED 2'x4'OR 2'x5•X1/8- POURED CONCRETE OR S-kni/B•8063-TB CONT. ALTE7RNATE 3/18•AWA, 6083-TOT.CONT:ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR MIT PLATE. POP RIVETS O 5.O.C. ®f ANf.LE REQUIRED AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, —66.0 PSF w MAX.A.S.D.DESIGN PRESSURE RATING +66.0• -66.0 PSF W 9 3/16'ALUM.POP RIVETS O !ABN.SEPARATION 'T f0'O.C.BOTH SIDES +F �IE ' I (SEE ON SHEET 13) 8 - ALTERNATE LEG t or k ANCHOR f 0• ORIENTATION 710N Gt ALTERNATE t (SEE SHEET 13) . &ANCROR OMENfATW7S.HEEr 4 x 3/4'lEKS SCREW W/POURED CONCRETE OR 5/8•WASHER OR 1/4'x 3/4•CONCRETE BLACK WALL BOLTS W/NUTS&5/8•WASHER OREQUIRED 4.O.C.BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4 E0. E0. 1/4•I x 3/4•TEKS SCREW POURED CONCRETE OR OR 1/4•x 3/4'BOLTS W/NUTS CONCRETE BL 8 5/8•WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE REOUTRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V11 ` ON 4A BOTTO FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zane) ;�P�,•..•�'••"•.,• 6D2015TILTEODINC- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: * E.D. — EDGE DISTANCE �;' \GENSF••.,•. -� 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) I IL E C O I FOLDING SHUTTER CORP. Do/'D/16 IN ANY WAY TO SUR ANY INSTALLATION. `N IIATE •h' J •* 71LLR '�• t/ ST0 ` exn T.bEtSe1.nNe1G N®Q,sEaHtGI.NmE9ERtINO>a„COMPANYe fwmPFL&U1J f SEE UMNATIONS FOR ON SHEET 2 �11 15-014 DRAWING Tb WALTER A TlUJT Jr.P.E FLORIDA Lie./44167 tr tA+Am SMELT B OF 13 .. t111tI1111N11�� .. •uIN.ED. COTINEL'iA001 to POURED CONCRfIE '(SFE SHEES REDu1RED a,r 0.060•THICK S.S. RORER HOUSING OPTIONAL RAIN HOOD (HON-SIRUCNRH) 5 (2)NYLON 10.3 S.S.su.s.w/1/2'0 ROLLERS 0.655.0 C".) x3/4'�)LDNGX% BOTTOM),,EXCEPT AT ROLLER 8 HOMNG(TYP.) /10 x 3'S.S.S•MS W/ J/16'A110A. 0SHIN LONG NYLON POP;ALLIM BUSHING W/A 0.150• LONG TOP SECTION 0.500' a 18'O.C. 0.0.AND0.245'Ed.AND CONE.O.te3x0.270".0.0"0" D.W..LONG BOTTOM ULTRWAB WFAIHER SECTION 0.320'O.D.AND STRIPPING EA SIDE DYPJ Or 0245•I.d. w�4 (TV.) ®t �3a MN.SEPARATION ®t TO GLASS a N 4.R T11 GLASS I v (SL SCHEDULE 1 or .,^��S MINS GLASS N I 8 ON SHEE!13) ®t 3 1/4'0 x 1•TER SIS I (SFF SCHEDULE 5j or 1/40-20x1'5.5.NS WITH ON SHEET 13) f or OPTIONAL RAIN GUARD NUT At wASHER a 4 7 A3,t I (NON-STRUCTURAL) I '(7 ALTERNATE 3/16'ALUM.---,,,, OPPMAL PAN GUARD POP RIVETS O 5'OltI (NON-57RUCRhMI) AT TEM. I Si Y�3 e ALTERNATE J/16•ALUM. .N 3 ALTERNATE LEC .�• POP RIVETS30 5'O.C. n 9 LOCATION YRTH �1 ri AT REAR. ' n 9 �j 3/16'ALUM.POP RNEIB ANCHOR p " O 10.O.C.BOTH SIDES - (SEE SHEET 13) F /1e'ALM.POP Sm r - RUM O 10.O.C.BORT SIDFS / EDGE OF / APPB IU FBE / SLE POURED / POURED CONCRETE 008 REQUIRED `(SEE SHEET 1S) 7v O• RREOUIREDCONCRETE POURED CONCRETE CMDEMM a REQUIRED SEE SHEET 13 MIN.E0. MIN.Em NM.E0. ( ) •MIN.E.D. TRAPPED MOUNTING INSTALLATION_ ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 79 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. "11,0000,11- FLORIDA BUILDING CODE(High k Non Ftlgh Velocity Hurrieone Zone) ......•.,• J�i� ®2015 TITEOO INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dom"' NOTE FQg Q!2MBINMON OFsECT10NS: * E.D. - EDGE DISTANCE \�:�Q;••���EN,S'F•.�''� I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) z FOLDING SHUTTER CORP. /10/15 IN ANY WAY TO SUIT ANY INSTALLATION. -_!_ - n E C®INt. DATE•;'IL TiLLR TESTING k ENGRiEERMC COMPANY 7069 HEN'RIifLT PLACE WEST PAW WEACN,R 33413 15-014 1 P913eJ7t Ne DRAVA T SEE LIMITATIONS FOR ON SHEET 2 A�1 ^ "TenMn-1sa rm'f�m7t-LVtPW - -n1a1:Iola o0ad.mm �.tdI)AultS"I NO v EB-0006719 WALTER A TLLTT 3r.P.E FLORIDA U./44167 MNm sr SLEET 7 6 13 ffl/IltiulElllll\ • 'PdYSD CACEIE OR GROUTED macre e.oao'uAx •'.,PIAN TIxR:txTl mmNE m=vWLL NEOLIRED (tg PamUtF) HEDU ' (x)Nass OFSCX X uealons ITP.))(SFE sOEs~W / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (°)'l{•']/`'1°6�-" --- -- - -_------p o-o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS Ara nn taWtm.Oewrr. 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE SPAN um PER l�IlE -- ------------- - TUBE i°ALLO1' 0 0 0 0 SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1 1�RWia 1/ati.JH'>a sacrr 1�lm SPAN _ e e•01r. TUBE TUBE TUBE YN4•«]53•a 4'a 3'.T• t 60' 106.0 13 8 5d'.1/a x LFT101M a Tfl A axA,H 10 1°AWLL AN(xE m A1L1L ANGLElj 2"x4"x1/8" 96` 85.0" 17 (SEE sO1EDU, gE SOEmum ANCLE 144' 69.0' 13 6 Gm mr 4•a J51J•>' 80' 117.0' 17 10 M m � ®" 2°x4"x1/4' 96° 110.0' 27 12 ANGLET al O T 4eno Fa nP.) tl 144' 91.0` 21 12 �I VAN LLIDE W. 109.0" 17 10 4pAW TUBE MOUlITING INSTALLATION TYPICAL FLEVAD9 L TUBE AT TOP) 2'x5"xl/8' 96" 100.0' 21 12 ace�s SECe .-x 144" 81.0" 17 10 YMP N.TS SPAN TE1CUDIO a t/a•1eL80' 724.0' 21 12 Eat(-.) 1 Pttwo I/r»P• 2`x6"z1/8" 96' 1 4.0" 21 12 144" 93,0 21 12 - *VAUD ALSO FOR YIDMGHT TUBE INSTALLATION ONLY WHEN THE SUMITION OF THE Y:P a 3Y]'v °f 100 Sr SHUTFERs HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN ]5rz'n/ati unclx OT '.1/4. mea-.Te AUxL ANC1E i5� mSHOWN ON TABLE 1. YMAXIMUMt/p,,yo Loi SaLv 0 TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS e• ------ ------- SIZESPAN SPAN LENGTH EA. END PER END OF TUBE T e{•a]5a•> . SWJi TUff Pitt SOtm(xE - --•�---- - ---.•--•-._•• 3'x11/44 IEF1°TH cos3-ts A, tie AtaNxa.E 60" 76.0" 13 12 (e)t/4•.3/4•rots susv a. y�,� WAW Tlt�PER SCMDIAE 2"x4'xl/8" 96' 60.0" 17 15 e000•uAr_ a r oa Ln+anmuNAr. MI' myJ 144' 48.0' 13 12 (sE SOatE) OR GROUTED OO.0 ETC (z)izxrs 1)i t/4Y 7AL`Cel✓s80" 87.0' 21 18 , aux WALL REWIREDANtll°RS GUT'.)CSTE SOEDLLID TYPICAI-EIE1l �(13'B A� T BOTTOM) DM2'x4'x1/4' 98" 79.0' 21 18 SPAIN TUBE MOLNG INSTAU TION SECTION Y ,S�nra L 144" 65.0° 21 18 AT 1/4.1 3/4.mE SCREW e.c M.Ts 4 1/x'Fes. AT Y O.C.L°NaNdNALLY. J Loa]'d er 35x1'AN (^p BO" 77.0" 17 5 121e°tll eo6)-Te Atw.Ni°1E Pn4nC 110fµ 1/S TP_ �F��e �acsoEDut7 � � 2'x5'x1/8" 96" 70.0' 21 18 Cny.)m smEGIJ'1 p T 144" 57.0' 17 15 BO" 88.0" 21 18 pT � a 2"x6511/8" 96" 81.0" 21 18 .I Z Z 144' 66.0' 21 18 5 o , o o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE /,..]/a•,TxEOEN -------------- OR GROUTED CONCRETE BLOCK WALL e000'tux 0 Sael-Te 3 0 0-------- -0 o 11ESCAM-N.T.S. MAN MEE =n ��1i 1SaDxE am O o o UXA.S.D.DESIGN PRESURE R ATING-172.0 /Y14a 3 PST FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Tone) p*aALIAL ANGLIZ �EDU1D y�Q �GENSF'•.� ®�15 TATECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Le " � A.a °' FOLDING SHUng CORP. "°/" 1� 1 pT IL ECA�N4:. DATE aaOC WOR CONCREM Wt ay RaUpkD 31{'a]'d a]'x11/{' 71lilT 7ESTINO Q ENGINEERING IbYPANY NnsT P ACE GE/1aL ASTREETR 57{13 (e)1 a•.]/4•TOE saelT LDCM soar-Te ALLY.AM3E TYPICAI ELEVATION (TUBE AT YIDHEIGIITI ,�' ( mw as>a1.a.s.Nle,Toe+cNmoa.n.aloe 15-014 I (SFE SOC AAE) Iy ��9• w , \ \ PEvr 1(>do-'-IL Ult-0-1 m�p°ml'lell Pit 11 7e1 DRAWING Wu R 2 nn TU9E M011NTINO M ALLATION T SEE WRAIIONS FOR ON SHEET 2 i o ' QR1�C`''S�\\ WALTER .T1WT'Jl.P.E ®1°e1 SECTION Z ® 11.- •• FLORIDA Uc I a1e7 wlw x SHPT °OF 13 erxe s A � ( 1/4'A■1 3/4' MIN E.D. lAF"RS/CRETE-Fl EX 'SEE SHEET �EIOSnNG GLASS ANCHORS O 18.O.C. 13) smsc STRUCTURE 7/.k0118/`4 F EXISTING P](FTINO •� ,5, 6758•(7YP.l STRUCTURE / STRUCTURE 3/18•POP RNEIS OR Oto"RE"E TN� t/4*�..1 3/4' 1/4•i 3/L'TIXS O (TIP.)Is*G.C.3or1�t or 1�t orUrtEND CONDITION 90a . . 2 t3 90.a 3/16'POP W4ET5 OR \ i/ (REPS ROQ60R 4 SHAWN 84 1C3/C hXS O CR EXTEIRDRI C NOTE,) A@ l Na O EXTERIOR (G) O 3I0�'G.C.O NDSPAI DP©TG 99• / WSP TDR 1I1�(t�TO GY SPAN (31A@ a UP / O.C.O MMSP FM UP O.ro Oµ•SPAN U3 HORIZONTAL SECTION 20 ro RY SPAN(HUWB a SCREWMAY BE INSMAUM SC1R4Y WY BE NSTA= F]fTDllOR) RITEROR OR CMCRI t ES env" vR) HMONOL SECTION wroa0R OR ExIE1a0R) CR 6W-T6 COtif. WY VARY AT IAST SUR^r 7RAPPEO NSTALLATONS 6063-Tfi AL1DY ANCIE Toa o 1c•4a 4 OR 5 4 OR TAPCON CRETE-FM TAPCON/CRETE-REX W I\ 3 t SFE UMITA ONS FDR©ai SHEET 2 ANCN�a16�ac�ro SHO ANaLus o IV O.C.TD SF{0 F1asmTC STRUCTURE E0Sm10 SIRUC INE BUILD—EUI +n 9211-TB ALLO!A1x' NGLE END CONDITION YIN. 60633/16•�RIVETS FQ E4 m 1/P 1 3/1'TENS OR oamw smuc,1RRE 1/4.1 3/O WILTS N/ ENA LOCK ANGLE NUTS o12'O.C. END LOCK ANGLE NOTE "1 CNTAL SECTION HORQONTAL SECTIDN NOTE.1 7':1'•1/tl•fiO0.1-Te 'I w 3/4•TEx CONE.AWYIWII'6TNT ANGLE SC.A AL/®ro ONE ONE LOCKING TUBE, PART {( SHAH BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR Rl 030 O.C. CEARRP,ECE o V oc INTERIOR CENTERPIECE®ORIQ , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A Faa D ro.0 SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN (3) 0 30- 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.c o WosP FDR UP TO 144•SPIN(1NUY9 INTO R WITH A 0.120' A. HOLLOW PIN. THE BOTTOM 1.100'OF THE TIP SHALL BE 0.363' DIAMETER WITH SCRDf WAY6E 6nTAum A 0.200• LONG SM-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM J�oR OR WMDR) /� OF THE TIP A SQUARE, 0.475'xD.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE OR 05 ALUMINUM LOCKING TUBE x0 A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE NFA' SHOWN (1)PIECE, 1.375' LONG, A 0.366' .36ex0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE (T. THE TOP OF THE PIECE MUST INCLUDE A 0.684" � lR 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 (WNL.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR5 SHO AIT+at„T,nn)pA� ALTERNATE LOCKINGSLATCORNER LOCKING DETAIL � •. ✓ �� FLORIDA BUILDING CODE(High de Nan High Velocity Hurricane Zone END INSTALLATION DETAILS INTO CONCRETE, _ �s ��D'gn� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAB.' _ No,44167 "`�^'` CONCRETE BLOCK & WOOD (AS APPLICABLE `* I1. EGO.Mc. FOUNNG SHUTTER CORP. °'DATE Tll11T lESRNO h ENO NEEPoNO COWPANY 7080 HDIST REST RACE \�4 wv Nv.3�91.sa..]m.awu oumrs, —11 PA rt s3,a W 8PX7i.FL 33M3 75-014 (>iGpf1-,.t FTI:160)-6/3-6371 '�� .. .•:`(�'�\\Q -meR tllteeo0ool.oem ..Y.TdEMGOTYtten.mm ORANINO Ne TRALTE7R A�11R71il PE ATE F1DfaM LTa/44167 ,a+NA SHM 9 Cr 13 ' AILKWAY ANCIE ---_ PER 5ECOON 4,SHEET d A IF A (2)a/Is•PCP RIVEM IENGR LEG u NINUM t� ANCLE or z x ANGLE tER MAY TAO£ AWAY FROM OPENING ARDSp. (ASOSEgM�)NNOO ANC HORS 1,D F Nd 18RIIO1E71 TO NOV 2 v srauc"'RE � BULn-our MotmT PER SECTION 4•SHEET d tz)a/Id-POP mm EAW LED OF TW ANGLE MOUNT FOR WAIL Huff,;S(AttLAft AT-HEAD PIAN VIEW A—A R B7T A OWE EXTERIOR ELEVATION AND SILL AND BOTH SIDES O«BozN ANDS•"�,. �..,,%'� �� OF PRODUCT (2),t/A•a=a/4• ,.r'' ®? OPTIONAL SIDE ANG aim s N/A'Ncsac Two /z'=s 1 x t �•-2" (MR swnON 4.SREU 6) (()) TUBE BOnOM OR TO WAIT.(2 ROWIRED) CRtTE/`RE%TMJ TA.ANGtE 7o SiAB 1/4•fWcam/c EM- 7' FLEX END PIECES MAY BE FEAT � y 'DO END OR LEND ,'� 'fib- �p ...•. 3/16"PDP Rvas OR IYLtiRNc"WORE x 3/4 TM 3 cy• o tT oa 3 WL CORNER POST IS IIt --EDGE of OONCREM SLAB (nP.AT TOP AMM WTOM suss) 19 .v� Y eE FLAT 2 END TRAPPED END DR"ER POST CONDITION Yfj FLAT END NOR7.ONBL SEMN FLORIDA 8UltDiND CODE{High&Non High Velocity Hurricane lane} END INSTALLATION DETAILS INTO CONCRETE :''L\BENS -� 02015laim INC. TITAN U FOLDING IMPACT PROTECTIVE SYSTEM DRAWN ft _ _ AO./W.L. No.44167 o3/ID/15 CONCRETE BLOCK & WOOD (AS APPLICABLE *_ TTE C O mc. FOUING SHMM CORP. _ DATE ..•U T1WT TESRNO Q ENGINEIERING COMPANY 7049 EIE767EEET PLY'E '-- ry/���`�'� xxe NM Jxtl. Sb]te,vRcxw 6l.OBt♦"Il 33tex KIST PALM BEAd{.R 3}p3 BRKCagtl. EB- Iedtl IA111� 1 BRAN710TNe 0006710 A WALTERA RtUr Jr.PIL ar.r xar a=.x. nfgenta ant AA �•LL FLORIDA U..1 44167 as taro xvnyu SHEET 24 OF 13 WALL FINISH .V,.' OPTIONAL RAM HOOD (NON-STRUCRIRAL) WALL r8J6H }. c. 0,0 0 THICKHOUSING AND LONG ss.S.M.S.w/1/2Y.]/A• CONNWTION C2 LONG NYLOH BUSHINGS(Typ.TOP) AND 1'LONG(Typ.BOFI ,E%CEPT AT ROLLER HOUSING(TYP.) 0.060'THICK S.S.ROLLER NDUSING () -- z a OPTIONAL RAN HOOD ROLLERS , (NON-STRUCTURAL) •SS}" O.e55.0(PYP.) I - 6 2k4'CONT.WOOD I 3/167 ALUM.POP "•. 'HEADER REO'D. 010.Y Ss.SMS.W/ :•. 0.373'LONG NYLON RWETS.O 10.O.C. :- y- BUSHING W/A 0.150• CONT. ... 00ElRL'DON C LONG TOP SECHON 0.500' 0.163•x0.270' O.D.AND 0.245'IA Fr D .0.030,0123'LONG 60TTOM X_ =ER 1 or , SECTION 0.320.O.0.ANO SDDPPING EA t �i, ® S 16'ALUM.POP 0.245'I.d. SIDE(TYPJ a �d 4�.7: NEM O 18.O.C. 1 (rm.) •. MN.SFPARA7ICN 2'L4'CONT.WOOD I , U.N.SEPARATION8 TO CLASS HEADER REO'D. TO GLASS (SEE SCHEDULE 1 or �6SCHEDULE 1 or ON i+ ON SHEET 13) ®T ON SHEET 13) ®T 27x4'CONT.WOOD PLATE REO.O. I WALL FACE MOUNTING INSTALLATION g SECTION 2W (TOP) - WI.ECRQI c WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 1 SEE LIMRATN7N5 FOR©ON SHEEP 2 P•:•��pENSF''•.,; �' 0 2015 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �/ALL NOTES, a NOTE FOR COMBINATION OF SECTIONS: c ■ 03/ID/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TD = �- IL E G O IMC. FOWN SHUM 'CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED _ = 7089 HOUSTIVEr P� IIN ANY WAY TO SUR ANY INSTALLATION. - (3 (,�S TTLLR TEmNo ENGINEERING COMPANY WEST PAW WACH.FL&H3 ,p•. eu1 N>.,aew m.sT..>a4.xeaat roamer a m1m 15-014 •`4r rod..7=71 1 ra..EM-11 PH,Te00-e1.T-e371 ®-OOOF6719-� ddd'rdd! DRAWING H. 9•. F R pq. �� �� WALTER A.RLUT Jr.P.E. a.1c ® m�a.a ea ry"Yh� ��•• DATE FURCA Lia:111 4167 w.rv1. SHEL7 10 Of 13 1V N 1/4'0 x 3/4•TEXS SCREW OR 1/P a 3/4' BOLTS W/NUTS h WASHER 0 0'O.C. 4'I{B'(Ain.)EXISTING WOOD BEAM REOUIRFD.STRUCTURAL ADEQUACY :2 OF EXISTING WOOD BEAM TD EE ;I y CERTIFIED BY RMSTERED EN NEER OR ARCHITECT PRIOR WALL F41ISH .acso'THICK ss Y SEE LIMITATIONS FOR ®ON SHEET 2 TD PRODUCt INSTALLATION. ROLLER HOUSING 2'x4'CONT, a WOOD HEADER> OWIONAL RAIN HOOD NOTE FOR COMBINATION OF GECTION4: REQ'O. 'r E0. EQ. (NON-STRUCTURW 1- MOUNTING SECTIONS CAN BE COMBINEDcowffmft #104 S.U.S.W/1/2-0e S.S.M1.ON,BI/SF41NG5(Typ.TOOP)P) IN ANY WAY TO SUIT ANY INSTALLATION, � 'fit LON •} AND 1'LONG(TSP BOTTOM).EXCEPT .kry AT ROLLER HOUSING(ITP.) /P°CNAL RMN FivOD �' 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO °N- � s i,+'',." (2) )OLLER5 fffm RSBE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL .,y.. _ • J I I I r T i _ 3/16ALUM. POP pyETS +10 a 3'S.S.SM.S.Wf 0.373'LONG NYLON pL7ERNATE.LED O 10'OC BUSHING W/A 0.150 LONG TOP SECTION I 3/18'ALUM, I LOCATION Cow. 0.50°'O.D.AND 0.245'IA.AND 0.223'LONGPoP RIVETS. (SEE NOTE•) 0.103x0.270•0.070' BOTTOM SECTION 0.320"0.0.AND 0.245'Ld. O 10'O.C. ULTRAFAB WEATHER �-) MN.SEPARATION I STRIPPING EA.SIDE TO CLASS 7 or ®T (OON SHSCHEDULE 13) J or®Y YIN SEPARATION uN.SEPARATION N TO CLASS m TO GLASS (SEE SCHEDULE I O (SEE SCHEDULE ON SHEET 13) t fr& ON SN AT 17) ® •}� 4RIJN';.U)1.11.D ALTERNATE 3/18•ALUM ALTERNATE LEC oPOP RVEIS O S'O.C. rLOGIIONALTERNATE LEG ATPEAR (LOCATION J I�(SEE NOTE•) I Imo_____—,1 11Ir ; �_,__ I-__—__�___ I I ALTERNATE 3l L�iuJ I I "- I I -_T i i t POP R VETS I I I . AT REAR LWOOD PLA RED'D. 3/1e'ALUM.POP RNEIS77FoO to•O.C.BOTH SIDESIO 3/10'ALU%L Pop Rws 0'0.a BOTH SIDES EO EO. 2k0'FON.WOW DECK REWIRED 2•x4'CANT. I 1/4Y x]/4"TEKS SCREW (NO FINISH ALLOWt/4•r x 3/4'TENS SCREW WO00 PLATEREAD. IOR1/4'x J/4'BOL75 W/NUTS R 5 0'WASHER G O.C. SON COwS/0'WASTIFR OR 11/4'a3/4'BOLTS W/NUTS d: COM EGGION C4 /0'WASHER 0 4'O.C. .ED, 2'MN.ED,— C3 0. C3 WALL FINISH wAL ENISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW (BOTTOM) SECTION 7W `1�gLIHl�II(4�((rpAA A' NAY ER � Ai, FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) NOTE r =ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED •'•��CENS•'' ��% ®2015 nLTEco INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM Acs�" N. INSTALLATIONS DETAILS INTO WOOD IL ECo�N�. FOLDING SHUTTER CORP. °DATE'° nm xr.xe.a51.,81.]0!,WLM p•Imel�R]Iteb IMP 6TREET PLACESCALE N.T.S. 1TT TFSONG h ENCINEV4NC COMWEST PAW FL 15-014 -9 Lr Plc.:(�i)I-Ism.rm:I fxa)rvl-1EA1 R.10043-0.371 O'��'• CP ` TE is tTro7betsan rraM�lingWRlen.aern DRAWING N R IILLff sxiET 11 OF 13 u^y num °I NWON T GLASS (SEE SCHEDULE • ON SHEET 13) w of OPTIO94.RAIN GUARD a I (NCN-SIRUCrUPAL) a 1/4'0:1'TEX j ALTERNATE 3/16•ALUM. �y SCREW OR 1/10-20'x1' POP RMS O S'O.C. S.S.MS WRH NUT&� 7 AT REAR. g WASHER O 4-O.C. m `� n 0'10 ALUM,POP RIVETS n O 10'O.C.BOTH SDLS • EDGE OF SLAB R .o F APPLICABLE EDGE OF SLAB ALTERNATE LEG& 00?!l1E�11 �- F APPL1CALiE Q ANCHOR LOCATION F .� (SEE NOTE•) l 2'x8'MIN,WOW DECK REQUIRED - __l�yfL__ (NO FINISH ALLOWED) COWIELiION C8 EDGE OF 2'MIN.ED. . SLAB B EDGE OF 2'MW.E.D. APPLICABLE �� SLAB IF. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) I PIN.ED. 1'MIN.E.O. NOTE_FOR COMBINATION OF SECTIONS_: 2'x6'MIN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MLN.SEPARATION LASS FLOOR MOUNTING INSTALLATION PLATE REVD. (SFE SCHEDULE SECTION' 7AW (BOTTOM) NOTES ON SHAT 13 ) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL " '-'.v:.;•�;_:� WALL FINISH SCREWS w%2 to//2'MRL G i�— MIN?ED. 2-SEE SECTIONS SW& 14W FOR MAX.A.S.D. DESIGN S or®T b PEHETRAT1aN AT i110WIDTH I PRESSURE RATING &SPANS LED614�x�/rte' (27 OF RAFTEA/,RLISSES - m a ALUMINUM TUBE 1/4 14'(6063-16)FLAT EX6TINO 2X NOW g PLATE W/1/4.0 x1'TER TRUSSES OR RAFTER 2'x4"MIN.WOOD SCREWS O B'O.C.IN AT 24'D.C.MAK. STUDS O 18'O.C. II 1/6'xETWEEN TRUSS063-TE SOT .500' , PLATE W/1/4'0 x1'TEK SCREWS O 4.O,C,IN (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX BEILBE7:?!!TRUSSES ANCHORS aR/14 NDS WOOD SCREWS OR 1/4'0 m 8 EDGE OF APPUC/�" NDS LAG SCREWS AT Mm%flOTH OF EA-STUD W/ g 2 1/2'MIT,THREADED PENETRATION INTO WOOD E1 4'WX,R.YWWD EXISTING SOFFIT SND 1/4'0 x J/4'TEN (2)NITON / --- SCREW OR 1/4'-20 x J/4' (R Rs • G' SS.BOLTS W�NUTS& �—/10x3'S.S.SSMS W/1/2'0 x3/4'LONG WASHER O 6 O.C. O.B55'0(ITP.). NYLON EA79RWG5(Typ.TOP)AND 1'LONG 1/4'0:3/4'TIX al0•3'S5.S.N.S.W/ IAT ) )BOTIOLQ,EXCEPT AT ROLLER HOUSING - $GREW O 6•D.C. 0.373'LANG IM.ON I _ MOUNT TO WOOD.,,STUDS MOUNTING INSTALLATION RUSHING TOPW'A0.1� INSTALLATIONS DETAILS LONG TOP SECTION 0.500• ONL SECTION 1.4W BOTTOM) O.D.AND 0.245'Ld.AND 0.183'x0270' o.w"LONG Bermm uW.SEPARATION �I.0pJA0F� MAX. AS.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF BECKON.245' O.D.AND 1D.1 Eli t o a INTO WOOD dommlQIUIp . D2 ;d. (SE SHEET 1LE STRIPPING EA I" �N\, •I AAAA FLORIDA BUILDING CODE(High& Non Nigh Velocity Hurrimne Zone) or®t b SCALE N.T.S. (TTP') `�� J : 6'.O 2015 TIUECO IHC. OR1 ��yP.•���E�s�•.9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.AWN o/TLU w/1D/1s IL E C O�N�. FOL. N SHUTTER CORP. nATE HEADER TO TRUSS MOUNTING INSTALLATION n*c3f/ :*_ T,LL,T TESTING& ENGINEERING COMPANY 7Das�T1� SECTION 8W STOP) �; K�»h• NSA n„rte WEST PAW L6AOL TL ST4,3 15-014 IM .'�• Aar.(At,-1.0.Fa�tR1An-1Sn m 1800-613-&TAI ��� At, MAX. A•S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSI= 'g 1 WALTER A.nwr J,P.E.KIM ®�, �•+� o• '+Y ;. RIXADA Dr:1 4.4167 m,s� mown x` SHEET 12 or 13 f1�IIILIIUII\ rONNECTION CAPACITY SGHEDSlLE coNNE TION CAPACITY SCHEDULE MAXIMUM WIND PRESSURE (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) AND ,CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) FOR CONCRETE h CONCRETE BLOCK SI AT$ SPANS SCHEDULLE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" 2 A. 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE WNO suis ssra A Ma wma CONCRETE CONCRETE BLOCK STEEL WOOD PwEMJAEtON CON. ANCHORANCHOR ANCHOR CONCRETE CONCRETE BLOCK (+/-f PitpogmE PNEMUM R aTwe assimucTTTYPE SPACING ANCHOR TYPE ANCHOR TYPE TYPE TYPE CONNECTION ANCHOR TYPE SPACING ANCHOR TYPE ANCHOR TYPE R M1 M7 30 pe 144.0" 144' 180 Ib A B f C I A C E A C F A B C ^ A C so.0' eo' 118 Ib It 9 425 LB/fT - 157 LB/FT, 134 LB/FT 256 LB/FT 397 LB/FT 9 417 LB FT - 388 Fi - 134 LB f 35 psf 100.0" 7017" 146 Ib ft Cl 6 473 LB/FT - 418 LB/FT 236 19/FT 202 LB/FT 383 USM 432 LB/FT Ci J 461 LB/FT - 418 LB FT - 202 L13/1 144" 144' 210 lb/ft 12 387 LB/FT - 3 LB 166 LB/FT 142 LB/FT 271 L0 FT 347 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/1 60.0 60 100 lb/ft C2 9 456 LB FT - 362 LB FT 250 LB fT 190 LB FT 318 LB FT 380 LB FT - 40 psf 100.0' 100" 167 Ib k 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 - 190 LB/I 144' 144'. 240 Ib R g 390 LB/FT - 309 LB/FT 157 LB/Ff 134 LBJFr 257 LB/FT 329 LB/FT 6 502 LB/FT - 479 LB/FT 285 LB/I 80.0` 80.0" 154 Ib ft 9 372 LB/FT = 309 LB/FT - 134 LB/1 C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/Fi C3 6 469 LB/FT 375 LB/FT - 202 LB/I 46 POT 97.0' 97.0' 187 Ib ft 3 .813 LB FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/Ff 631 LB/FT 3 769 LB/FT _ 572 LB/FT - 304 LB I 115.0' 115.0' 1 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 l8/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 L.B/FT - -370 LB/FT - 134 LB/i 744' 144' 278 16 it 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 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB FT 753 LB/FT C4 6 561 LB/FT 448 LB/FT - 202 lB/I k 8b.0' 89.0.` 187 Ib ft f 1 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT 364 LB/I 50 psf 10ox" 100.0' .208 Ib ft 9 226'LB/FT - 224 LB/FT - 83 LB/F 120.0" 120.0' 250 Ib R C5 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/I 144` 140" 300 Ib ft 843 L.B FT - 670 LB/F7 243 LB FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/I 60.0" 60.0' 138 Ib ft �- - 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 ft C5 f 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT C6 6 332 L8/FT 378 LB/FT 323 LB/FT - 55 psi 100.5 100.0' 229'Ib ft 822 LB/FT 975 IB/Fi 848 LB/FT - - 414 LB/FT 307 LB/FT 3 683 LB F7 756 LB/FT 646 LB/FT _ R 120.0' 120.0" 275 Ib 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT - 137 134' 330 lb/ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 4 232 lB/Fi 236 LB/FT 183 LB/FT - 60.0' 60.0` 15 - -ft 3 310 LB/FT 315-LB/FT 244 LB/FT - �� 80.0" 80.0" 00-lb 2 - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 60 R J 100.0." 100.0' 50'Ib 12 491 LB/Ff 596 LB/FT 409 LB/FT - - 265 LB/FF 168 LB/Fi C8 8 582 LB/fT .691 LB/FT 614 LB/FT - 115.0" 115.0` 288 Ib ft . C8 9 1736 LB/FT 1 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 LBJFr 921 LB/FT 879 LB/FT - - 131' 128' 346 Ib ft I; 982 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" 920' 249 lb/ft , 100.0" 100.0" 271 Ib.ft MIN SEPARATION TO GLASS SCHEDULE g�('HORS SCHEDU-LF OSEE GENERAL NOTE C.2'ON SHEET ' 126' 123" 360 Ib k 60.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 60 70 psf 10.0* 70.0, 292 Ib ft SUti HIGH VELOCITY HIGH VELOCITY TYPE DESCRIPTION CONC.C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEE E ZONE 121'' 118' 374 Ib ft SPAN HURRICANE ZONEHURRICAN 59.0" 59.0' 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4'A TAPCON W/ ADVANCED 3.50" 2.50' 0 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- 117" 114" 387 Ib.ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" N/A N/A 80 psf 113' 111" 400 Ib k r140psf 107" 104" 424 Ib R >W-10" 2 5/8'} 1" 2 3/4!+ r C > 1/4" 0 CRETE-FLEX 3.00 3.00' 0 N/A 3.00" 3.00" N/A NIA 101 99" 447 Ib ft TO 8'-3" - 94' 90' 468 Ib ft 1/4" 0 iTW-BUILDDC 67 82' 484 Ib/n >g�_3• E N/A N/A NIA 1.00' N/A N/A N/A 2.00 BD' 76' 483 lb/ft TO '-3"12'- 3 1/2" 1" 3 5/8" TEK SCREENS 74" 70" 484 Ib ft F $14 NDS WOOD SCREWS ORN/A N/A 0 N/A N/A N/A 2.00" N/A 69 66 483 Ib R 4" NDS LAG SCREWS 65' 62" 483 Ib ft 0 AS DEFINED BY ASTM E-1996 STANDARD. ````1�1011111111�("AfAAA FLORIDA BUILDING CODE(High X Non High Velocity Hurricane Ze Am9m + EXCEPT THAT 3 5/8' SHALL BE USED P •..�,9"/� ®sats TctsoD slc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dran1 E L+:MAXIMUM ALLOWABLE,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �; �,\CENS'F AA/1J (AVEN POSMVE AS.D DESIGN PRESSURE RATING. .4, 4A& 7A. FOONG IyI,E CORP.L-:MAX.ALLOWABLE PRODUCT SPAN FOR A CC/� FOLDING SHUT ICR CORP03/10/ATE GVEN NEGATIVE A.S.D.DESIGN PRESSURE _ I L 'G C Q IIMC, DATE RATING. J * `�' * TIWT lEST1NO R ENGINS[RING COMPANY WE5T P � 1S FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS �-o�; �ml E�F , ;�` �°"r.J°� "9:to Y a--6, n i1e° PSE dmph t% 15-01 EQUAL TO THE MINIMUM DETERMINED PRODUCT ��c" ``` �"'�r e�ma0-0009719 I-rA11 .N1 A��a. DRANINO SPAN BETWEEN t+'AND'L-". /i tomoI , D}-00067ts /d,� ' ®� WALTER OR,A. i1DRI0A "LL"Jr.PPZ 'qpm,_tl Ul 0 44167 enN. SNE17 1J 0