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HomeMy WebLinkAboutProduct Approval WMA111k H611MA Castle Impact Windows FACTORY DIRECT SINCE 1969 L COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: MARSHALL,MARTIN Wind Zone: 160 MPH. Address: 8104 ALISTER PLACE Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 45 ft. Mean Roof Height: 16 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) IL Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 57.5 104.5 7 30.8 -39.1 2-A End 48 122 7 30.8 -39.3 2-B Int 340 143.25 7 26.2 -29.0 3 Int 142.5 120.5 7 28.5 -31.3 4 Int 189.75 126 7 27.7 -30.6 5 Int 33.5 104.25 7 31.9 -34.8 6 End 26.25 38.5 7 33.9 -45.4 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 • Customer: MARSHALL WorkOrder Number: 03282016012 N030.1 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 49:1_ 57.5104.5 57.5 104.5 101.25 3"o.c. 9"o.c. 2-A -39.3 39.75 120 43.75 120 116.75 9"o.c. 2-B -29 340 143.25 340 141.25 138 6"o.c. 4"o.c. 3 -31.3 142.5 120:5 165.125 126 122.75 9"o.c. 9"o.c. 4 -30.6 189.75 126 212.75 128.5 125.25 9"6.c. 9"o.c: 6 -34.8 33.5 104.25 41.75 106.75 103.5 9"o.c.• 9"o.c. 6 -45.4 26.25 38.5 40.25 43.5 40.25 9"o.c. 9"o.c. Honda 13uilding uoae unitne 1 ar:,�, 1 ul o o ' -go Florida D2paRln2ntof SCIS Home Login f User Registration i Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff 1 BCIS Site Map Links c Search Busines Professi I *USER:Product Approval Public User Regulation Product AoDroVal Menu>Product or Aoolication Search>Application List>Application Detail FL#. FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 1v1111Q i,u�iuiug vuc v11111ic 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.udf 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: ®� eCheck an seCurlt m-n ICS https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 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 THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MRM AND OUT OF THEM Oma). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ITW/BULDOX, INC R ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. •DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820(HVHZ)&1809(NHYM OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A,DIRECTIONALITY FACTOR NOTES: Kd-0.85,USING ASCE 7-10 AND MULL NOT EXCEED THE MAXIMUM A.S.D. S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION.U1711LUE D®NG W!®LOADS OlOORMINED PER ASCE 7-10.SHOBL.BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4.0 TAPCON OR 1/4'0 CRETE-FLEX OR 1114 NDS WOOD SCREWS OR REDUCED 70 AS.D.DESIGN WIND LOADS BY tMTPLYNG TEEM BY 0.6 IN ORDER TO CCIFPNIE THFS7:W/YAK(A-%D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THOU C4 AND C6 THRU GS DESIGN PRFS9IRE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D,AS TESTED,WERE NOT OVERSTRESSED,A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS TOOL USED IN THOR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION G2) MINIMUM EDGE DISTANCE or.1/4'0 TAPOON OR 1/4'•CRETE-FLEX OR 1114 NOS WOOD SCREWS DR 1/4'0 NOS OF FASTENERS IN WOOD. LAG 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 IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1828&1009.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO.REACH THE MAN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.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 CA ABOVE TAS-202 AND TAS-20.3,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1816& 1604 OF THE FLORIDA BUILDING CODE (0) TO DCISTING STEEL STRUCTURE MIN. 12 GAGE:,FY-33 I6I(MN.)MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE 11 10 x 3', 410-HT MINIMUM SERIFS W/173.6 kW YIELD -1/4'0 RTW BUILODX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kei TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHESTER PA. 19381. NOTES: 3.ALL ALUMINUM DaRUSLONS SNAIL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDDX TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE"5.9 kei. , 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 I®I YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL LIW/BUILDEX TOK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 50.52 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.BLOCK OR 5, BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9•EACH UNIT MUST BEAR PERMANENT ABET.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CQHT MECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE= LO 10•PRODUCT MANUFACEUfffR'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX, INC.TO MIN.fc=3192 Tat. WITH SECTION t7lOAL3 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.1`b3000 pat. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 1/4'0 CRETE-FLEX•AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO Mu fc-3350 psi. 11•FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY per; BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. A1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) -THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SIAL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE,STTE CONDITIONS DEVIATE FROM THE P.E.D. A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSULLA110N INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STICCO 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 LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE COSTING (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. ANCHORAGE SWILL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B)- TO EXISTING CONCRETE BLOCK WALLASTM 0-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE PFD.ENGINEER•SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAP ON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER.INC. - 1/4.0 x 3/4'SOLID SEL AS DISTRIBUTED 13Y ALL POINT SOLD SET ANCHORS. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL S61.AND SIGNATURE OF THE PROFESSIONAL.ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. Mom- THIS DRAWING SMALL ONLY BE USED TO OBTAIN &R) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FILED INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE BE AS N SHEET 13. B2)3/4 SOLID SET ANCCHCORS SDHALL BELENTIREY EEMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO ��•�``'�(ER NA`I ,� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2-LONG • . \CEN ' v �% `T ®2015 TLIEDO we 1M'RII m: MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WAus WITH NO STUCCO. '• V. s '•.9 y TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM PAWN 8.3)N CSE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, rncYU1 nn o3/to/tS ANCHORS SHALL BE LONG ENOUGH TO RUCK THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE E•w 'L C Q INC. I �� CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. - L3 * ;71• fVW .••.(// ' TI WIT TESTING ESTIROQ EHW�NEERIsNoOmCaOWePANY 7Ov HEZTRaPLACE w BEACK FL aura 15-014 vim.,asPf -uo.r-,X.namN-1>7A PTk teoO-w-dn 7 G6Oad.com �xfaml�fP.AW-cMcem mas,o mt DRAWING K. LA000 WALTER P.E. F1ORIOA U2144197 cm+e a- s1¢Xr 1 XA 13 JD00- .eA' EWi• .TBeO• law, 2 2500' ay� - t �9 aa' /.A1e- e ati� � per. � I.m• '�,, �' g .oer tf q 9 qp ,�� 2' Lou• � �. 7C _ p SIJAT WINDOW END ©,' ((��O BE USED FOR ALL INSTALLAAONS, ® 6065-T6 ALLOY 606J-75 ALLOY —T5 AL LO _ ® 4 RI7.OR dfA Y INCLUDE PERFORATIONS AS PER (7O BE USED ONLY FOR INSTALLATIONS - 6b ALLOY DETAIL ON SHEIFT J) 30 FEET OR HIGHER ABOVE GRADE ® •aO. C MEASURED AT BOROM OF OPENING SEE COMPONEN73 20,21 R 22 ON 11� SHEET 3.) 300.7' .tur• .7IS EIJY Ede• _I jar 2718'• 2,017- g /20' .BBF• of �' 4G` 1.89Y 2dT F T .ad• _ 5 .1 8 .r -�• � .eet'.mB w � - � � •;.081" .ata• ' .1 2.17Y 2•�' Jlt3- 011 WALL HEADER p/�-� fir,__ ..— ® !CEILIIJG HEADER ® ` ALLOY SILL C7TOM OY RCK _ P _ A 6063-73 ALLOY T 0=3`6-ALLOY 305 zda t2 g '0°0• COMPONENT a b tl t2 V Js1e ' .oar' .030- _. 2' S'MAX, 0.125• 0.125• oar' i - 2' 4"MAX, D.25" 0.25' .aro• 3� © I' 2•MAX. 0.062' 0.052' 41M- RAIN RD 1 ALT. TRACK CK ADAPTER BOTTOM RAIN GUARD �r`� 4LUMIN7IM ANGLES © 606J-76 ALLOY © 6063-T5 ALLOY 6063-T6 ALLOY r� 4 COMPONENTS Moo FLORIDA BUILDING CODE(High 8 Non High Velocity Hurricane Zane) .ata• f p \�\•\ ✓ 7. 02015 Td1EE0 INC.r„n �GENSF':9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MkWN ` 03/10 1s 16, ACETAL FOLDRrG SHUTTER CORP. E y n1�r a.LOCI�vc TirBEs- _ - IL ECO.MT:. G�,E l T SClIL!Ws ®E• i*' TIWT TESTING h ENGINEERING COMPANY —�R7 P� sero = F A7'-.CENTL'RPIEGEt CORNER POST �?�i q��F wa.,.,� 9.,n,.�, a n af® 1VQT it 1 ffAOI R.&371 1 s-014 m s fdo,r4 t f-fn. RE teoo-aa-nnI J D A e-mai:WlacoOaolsan awJdAnpwit— DRAWING Na 710 LIT IN. 28 1/2"LONG �� WFLORIDA Ur:/ALi1R A IT,Jr.PZ 44187 vua" SHEET 2 OF 15 �/g111t111111H� I I ' I { (J)RiO1IS OF 1 ,r TO TP i 1r{. HOLES i m th EA I 0 0J/18 APARTI i -, Z-CUP EACH SIDE TABLE f: SOURCES FOR & I 000 DIRETIONS. i ; I OF wrxaaw(SEE TABLE 1) Op"Dw rT , D 51r POWAXAME PLASTIC SIATIS rTPAK PROPERTIES wvis 7F24L/sols 00yF KNUCKLE 000 (Tm) LLOJAVOTDON Jf LOW 10 RESIN(1YP) I00N 0 20 000 1 I ; WEIMAIG SPECIFIC CRAVRY ASPM U792 0.043 Ib/fn 0.043 IbIV 000 i 1-- —_J WINDOW lLffdlAFlfdl: 1 000 i , 1 TENSILE MEW STRENGTH ASN 0538 9.400 psi. 9,500 D.al. L nq- FLEXURAL STRENGTH AT YIELD ASN 0790 12,500 F.J. 13.400 pall. I� FLEXURAL,MODULUS ASTM 0790 340.000 P.AX. 345,00D i—L { i x3 i I r pne un VMP-IN wD Il�dGL• I.17p0" I 2 j i a. � m�TTOM NOTCHED IZOD ASTM 0259 IS FT-ro!e 17 FT-Ib/Ie. qgo I AUX. 1 I I IlkSMOKE rABLE 2) �RfnurtB�•a �^,^�: R 2 I 1 .8 V SMOKE DENSITY ASTM D2843 47.2% 84.5%MAX $ , , y 1gi I ; y,X RATE OF BURNING ASTM 0835 C-1 CLASS C-1 CLASS (1 A SELF IGNITION Am 01929 INO'F 900 F s ' S : i :",r CK ATHFTBNn; ASN 0155 y ; SLAT WINDOW Li�i1 I I MAT WINDOW NAFE WELHNG 7ENSILE SmmwH AFTER wEATFFZBNG ASTM&l8 9302 pa.T. 8840 PaL WINDOW(SEE'rALRE F) TENSILE STRESS BEFORE WFAIIREWNO ASN 938 8401 p.e.l. 8080 p•^A. 1 1.000" i 2 I �hA(2)WINDOLYS MAY RE IN ONE SLAT SPACED .�N 1 ALAR 1 w I I A MVMUM OF 24'APART, WAN 12'UK.FROM N 1 I FFJDS OF SLAT TOP&BOTTOM. N 1 ! TABLE 2: SOURCES FOR ®sur MLLST INsrAIIFn AIAYIcwr pry_ TO CENTER rl.4 OR Sf NOR AT CORAFERS OF PRODUCT. MA9FR TOOL COMPANY or sAr , rYPT"1L PIMPERD6 pazRSTANAIRO RIACK NYLON PART 0_0 r--- --- ® SLAT WII1TDOiP_DETAIL °` >•2as1s1.B 1 000 i EZEYATON 000 I i I 20 sPEcRAvm ASTM D7se o.osa b/m• H� I 0000 1 STAT K I WEWINP MECKAIIM N.(LTpJ I 00 (TYPI 1 / 1 1 WINDOW TENSILE YIELD STREIGLN ASN D630 II.SOD P." 0 O i 1 LXn , y aL,BC tao' FLEXURAL SFFEN M AT YIELD ASN D79D 15.000 P.e1 000 I (JJ ROWS OF 1 000 1 T/f" LNC 1 1 '. arm FLEXURAL MODULUS ASN D700 450,000 p.e.L 4(] 1 EA SPACED 1 L__-- :-J afTPN-iVL4 3/B MART I uMaarAlaxc9 I .aH• aa°� NOTCHED IZOD ASN D25B nB FT-Ib/In ' To-1 ' DIRL:L7r0A1S i TDBwT9afip, 1 11 $ eo0e nt�P- �. COEFFICIENT OF THERMAL EXPANSION ASN D695 5.5 a 10 in/Il-'F 121 Z_Clg' Q SNAP-W END CLIP Mam�NG 17�EAPERATURE ASfY o34He �F I I . Two s£USED as w DPnoN FOR ALL msraturwNs ® UT WINDOW RMEW UNDER LARGE AOSSR&MAY INCLUDE PERFORITrONS AS PER TOS DErAR.. TYPICAL 1A SLAT WINDOW DETAILS -MV.. (2)MTNDOWS MAY BE IN ONE SLAY SPACED ILIO. 24-APART(ww.EVERY 10 SLAM WZ ff0) VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION o(LARGE MISSILE IMPACT) X11 /Ii FLORIDA BUILDING CODE (Mgh k Nan High Velocity Hurricane Zone) d,9�i�� ®w1s mTECG nc TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ASML' ENSF IL ECO iMo. FOLDING SHUTTER CORP. 03/10015 3 � TWT TESTING Q ENGINEERING COMPANY , P,MN DASTREET X13 Ane%X 31 A..,Aa gym,,MbIM aA.tla1L n=IN 15-014 - ATE^� Nw..(F!)nl:'�Mm�Oael�mn�,-NI RE 1613-637, 4 ';j�(/` .r�fa7 ulteataln DWM1N0 N. WALTER J.P. 000871 E. e.� menar FLORIDA u 44167 ey yle a SNMI J OF 13 "i.,•` \ A 2 Or(�)W/ .16 OR 19 4 D 5 8 (2) M t nil 11 11 W cn cn USE(2) AT 30' 11j 4 NOTES ON®8 LOCKING TUBES®AT 04&50. o O.C. FOR PANS '� $ j UP TO 99' c AT o 1. " D.C.®RSHALL SPANS UPALWAYS TO BE USED THREAT E(3) '..1N SPACED LARGER USE= o FOR SPAN AIARG[3L D.C. SPANS SPACED AT 30' O.C.AT MIDSPAH. COMPONENT UAY BE THAN 99'UP TO 144' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES 4Q OR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. N a 2. (2) LOCKING TUBES S ALWAYS BE USED TOP do BOTTOM AT oy PRODUCTS CENTERPIECES�OR(5,.AT ALL INSTALLATIONS.LOCKING TU13ES ®SHALL BE SECURED W LEVE72S AS SHOWN ON SHEET 9. OR 18 2: M411t 1 SEE LIMITATIONS FOR®ON SHEET 2 L IS., END CONNECTION DETAILS ' ON SHEET 9 TY ' FULL HEIGHT,FOR 6 . O. O,� 13 . O+ 1 6 .®+ 1� CONCRETE, CONCCRETE BLOCK OR F WOOD INSTALLATIONS. O O ' O O © ' O O 9 + 10 9 + 10 t 1 � + 11 UNLIMITED WIDTI 1 ' TYPICAL ELEVATION N. LS. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10.SECTIONS 4W, 4AW 7W ON SHEET 11. �1RP,TIL(/j'��i�� SEE SECTIONS 7AW. 7BW, 6W & 14W ON SHEET 12. ��� .•• ✓ $ FLORIDA BUILDING CODE(Mgh &Nan High Velocity Hurricane Zona) F 02015 nLnzD rt+c TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM /f = 4167 *' aT/,D/fs I L ECO, FOLDING SHWER CORP. mm :.C# •, E, :ZC/ TD17T T671N0 8 ENGINEEfUNG COMPANY 70f9 .T PIAS • ! om 11f.aa.a>_ray Jm,111✓OG tMmO4 n urea ►[sT PAW FAG,,R ixw 15-014 y' Sn�.; wm.i Pm7�1-1st..rm:LmJnhtsn ..1800-643-Mi� 0• ���+' 1��`QS t-mtEd'�t,7fem6ttLcvn —n.7dLbgrluas*.mm DRANINO Ne I F Y\ WALTOi A ,J`P.E �.Y• '^� �a •„1 Ft..Ut /44167 oanw+l n SHEET 4 Of 13 POURED CONCRETE OR CONCRETE BLOCK w RED. r OPTIONAL RAIN HOW OPTIONAL RAIN NOW POURED CONCRETE � DCSTINC NON STRUCTURAL WALL I 0.060•THICK S.S (NON NAL RAIN HO yp (NON-SIRUcnwi) REWIRED. MM(DECORATM HEAD) L SEE SHEET`3)It. R04M HOUSING •) B AQ 1.000 2.50'MW. MW. E0. x (2)ROl1ER5 ' g CONNECTION C2 _ i •�^3 j OPTIONAL PATH HOW D.&95-0(TVP) 1 (SEE sHEfr 1a) (NON-STRUCTURAE) —!) t 1 J1IT 0J73•LONG NYLDN/ W 3/16-ALUM.POP RIVETS. I 13 BUSNMG W/A 6.150• 3/16•ALU81. MAX) CONT. POP RIVETS• O 18.O.C. I _ LONG TOP SECTION 0.300• 0.163•.0274• O 18•O.C. (2•a4• O.D.AND 0245•I.d.AND x0.030• 1/4••TIDY BUIIDEX 1 (.223'LONG BOTTOM ULTRAPAB 1APCON W/ADVANCED ' S7:TIOR 0320.OD.AND WEATHER I WN.SEPARATION 7FWEAOPdM lEO1NCL. I . 0245 d STPIPPNG EA. POURED CONCRETE ro cus5 OR 1/4' T].CO (TIP.) SIDE(IMP.) fJ.' OR CONCRETE BLOCK (SEE SCHEDULE / or WNSTRUCIION PR40LICI5 I 1/4•.&1; NIX 1 or j� WALL REQUWm. 4N SHEET 13) QEE'TE�iEx W/1 J/4' SCNEW /40-tan• 3/1e•ALUM. T D ®T v°f MOL EMBEDMENT O fY O.C. I SS.NS WITH NUT 8 PoP RIVETS. WASHER O 4.O.C. O la•O.C. 1 or D7 POURED CONCRETEOR O�DNCREFE I I ®t 1 YIN.SEPARATION ... WALL REBUIRED. TO GLASS (SEE SCHEDULE— or ON SHEET 13) E NW.SEPARATION 3GLASS POURED CONCRETE QQ 1 ro SCHEDULE/ $ '1 (SEE SCHD%AE WALL�TRED. % I ON SKEET 13) I at.W Q$ (SEE�S¢ETT 13) a ; 1/4.0 x 1•TEK ®t .6 SLEW OR 1/40-20•x1• SS.MS WTIH NUT& . WASHER O 4•-O-C - /1a3•SS.GMC.W/1/2•0 "L r 1Aile 0%AwtNCED ^ a .a-.. xl•LONG NYLON BUSHINGS TM�JCFGta T/ECWOL06Y I 11. X (mrsccnG�r`cT-- n'P'B0fT01n'AHD 3/4 WALL FACE MOUNTING INSTALLATION coHSTRIiL;Toi`rRToaE�cTs ,3 SEE.SHEET 13) �1�FiO MC IX(IM) AT CONSTOREYEftrxUcn w/1 UCTS I - . SECTION Z MN EMBEDMENT O 6.0.G I (2'x4'MAX) WALL FACE MOUNTING INSTALLATION OF 50 CHCR SECTION 1 tn' SPACING ANOKR SPADNO GROUTED BLOCK REQUIRED 1.000 2.3000 MN. (WN.r—2 kat GROUT)OR POURED CONCRETE MIN. ED WALL IT NON STRUCTURAL WNL TAM(D(ZXIRATNE SILL) O 6 AN GN SAACNG STAGGERED ANCHOR C G DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION 3 ` II)MµMp'///, MAX.A.S.D.DESIGN PRESSURE RATING - +65.0, -90.0 PSF \�1 & CONCRETE BLOCK H. 1![ h FLORIDA BUILDING CODE(High &Man High Velocity Hurricane Zone) SCALE-, N.T.S. ®2015 TSTECO INC.'Q�GENSF"••,9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORIONAA-N A. MGM FOR CCMBINATION OF SECTIONS: * E0. EDGE DISTANCE w/1O/1s /7T7107-EC FOLDING SHUTTER CORP. 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ))777 = 70%1 E16STI ET PLACE IN ANY WAY TO SUR ANY INSTALLATION. :a� 1 TILLN TESTING&ENGINEERING COMPANY 6161 Nom. w m, I.s0.Hua R WIN WEST PAW BEACH.ft I v.... c°�°b Ex,IBM e43-es71 15-014 %�Cj'•, P,:'.�4•,a` •-ma®m1�ea>voL� ....re�.am,.Nan.raDL DRAWING Lb t SEE LIMITATIONS FOR®ON SHEET 2 O"U'R �, WALTER=itLI-- Jr_P.E oma® Na o.r Nn �RATEM l/c/44187 an.m SHEET 5 W 13 luairH 1/4Y x 3/4•TENS SCREW OR 1/4'x 3/4' J BOTS W/NUTS&WASHER O e•O.C. + THICK S.& POURED CONCRETE OR RO 6lLER THOUS 0 I MIN SEPARATION I FOAL SEPARATION CONCRETE BLOCK� j 1 TO GLAD EQ, OPTIONAL RAIZ HOOD (SEE SCHEDULE— st (SEE SCHEDULE — ED.O4 11, (NON-STRUCTURAL) I ON SHEET 13))0. 1 Or s ON SHEET 13) / or (SEE SHEET 13) `^ T /10x3•SS SN.S,M/1/Yd ALTERNATE 3/16'ALUY. ®T POP IW ET 3/16'ALLI.. r or_ x3/4•LONG NWDN BUSHINGS POP�S O 5'O.C. POP I71VEfS O 5.O.C. 1 Cryp.TOP)AND 1'LONG CA' A-REA. AT REM. BOTTOY),D(CEPT AT RClltTt HOUSING(Trn.) 1 1 (Yq NWYULON -"tee-��z�•m'- 1 W0995'A( .) 1 n' 1 "4 EG-EO 9 6'ALUM.POP RIYEISO 10'O M BOPM 90E5 0'O.C.BOTH SIDES lE LEG&AN 3/16•ALUM.POP G. /10Ys5.SYS.W/ G• ORIENTATION 8 .NETS O.C. x 0.373•LONG NYLON W.0.163' I AIN.3/4'PLYN000 BUSHING W/A 0.150' I YIN,SEPARATION 037Ok0.030' MIN.3/4'PLYWOOD •� 1/2•RUN. REOURM LONG TOP SECTDN OS00'1 GLASS ULTRWAB So (�OURED O,D.AND23'LONG T.d.AND ON SHEET 13) WEATHER 1 4'A TAPCONS OR $ 1/1'7HRU 601T W/ 0323•LONG BDTTON (SEE SCHEDULE- STRIPPING EA 1 Or / WASHER&NUT a 10'O.C. SECTION 0.320'0.0.AND SDE(IYP.) ®T �p ANCHORS B'O G ! �S� 14 0.245'Ld x"' �q5 1/4•/TAPCONS OR LSI WASHER&&NUT 4-THRU T0 5.D.C. - POURED CONCRETE OR CRETE-RDf ANCHORS e'O.C. CONCRETE BLOCK WALL Or REQUIRED 2 x4'OR 2'WXIIB' POURED CONCRETE OR 5'St3511/B'6063-Te CONT'. ALTERNATE 3/16•ALM. ®T 6063-16 CONE ALUM. CONCRETE BLOCK BL CK ALUM.AGE O7®R PLATE. POP RIVETS a 5.O.C. ANS REQUIRED"T T STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 d 'MAX.A.S.D. DESIGN PRESSURE RATING- +66.0• -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING® +66.0• -65.0 PSI` 9 1 •f rt 101 D.C.am SIDES O __MIN..ECS N (SEE SCHEDULE ri, 1 ALTERNATE LEG 1 0! ALT a 1 &ANCHORCOMMEMION ®CREMATION 'a T C7 ALTF3LNN17E LES (SEE SHEET 13) &ANCHOR ORIENTATION 1/4'4 x 3/4•lIXs SCREYI W/ POURED CONCRETE OR 6/B•WASHER OR 1/4'x J/4' •3 LAS CONCRETE BLOCK WALL BM73 W/NUTS&5/6•WASHER a W a REQUIRED 4'D.C. •3 a�S BUILD—OUT FACE MOUNTING INSTALLATION Garrd,Nl>pu s 3 SECTION 4 ISM Sim 73) a Eq. E0. 1/4'4 x 3/4'706 SCREW POURED CONCRETE GR OR 1/4'x 3/4•BOLTS W/NUTS CONCRETE BLS &5/B'WASHER a 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V11 1 0 A (BOTTOM) FLORIDA BUILDING CODE(Wgh &Non High Velocity Hurricane Zone) `��``P� "'•••.• �� 02015 TILTECO INR TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRA6N Be NOTE FOR COMBINATION OF SECTIONS: * E.D. -EDGE DISTANCE `.�; �\CENs 9 �� F 1-MOUNTING SECTIONS GIN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) � z In/16/t5 IN ANY WAY TO SUR ANY INSTALLATION. 1 L ECO,Nc. FOLDING SHUM CORP. DATE `k•!• J �j '* TILLIT TESTING&ENGINEERING COMPANY PHEMSTREEr X13 T SEE LIMITATIONS FOR ON SHEET 2 A'••/ $Tr �t'Z R alae 15-014 F4.n.. Hao,vm f(aexm-Tai PI!iBW-6f3-6371 ® �,,r�j�• !'1A�` e-m40:EB-OODU719.com .n.To19n9eAIAEatlmm OMMNO Ne ' • FL WALTER AAITU R 4{16P.E eA r m4ea� s a< em4� mmff 6 or 13 �lIIIIIIIIIp11l .. . •MIN.E.D. POURED CONCRETE CONNEETLION CS REOURED (SEE SHEET 13) 0.060•THICK S.S ROl1ER HOUSING OPTIMAL RAIN HOOD . (NDN-STRUCTURAL) 5' (2)NYLON 10x3•s3;,sM.s,w/1/zo ROLLERS 0.655'/f".) x3/4'LONG NYLON BUSHINGS (TyP.TOP)AND 1•LONG CW. B BOTTOM).EXCEPT AT ROLLER HOUSING(TTP.) #10 x 3.5.5.S.YS W/ 0.373'LONG NYLON 3/18'AUIL BUSHNG W/AD 0.150' POP RNEIS. I LONE'TOP SECTION Q500' O 18'D.C.O.D.AND Q243'I.d.AND CONT.0.163"x0.270•x0.030• 0.22.3"LANG BOTTOM ULTRAFAB WEATHER SECnOH D.3W Q0.AND STRIPPING EA.SIDE(IYP.) 0243•Ld. ' Or 5 (tom) ®t A� MATS GLASS f ® � (SEE sT21EDu11: MIN. ON '� ON SHEET 13) TO GLASS LE - (OSN SHEET 3) ®t I ' MIN.SEPARATION �� 1/4.0 x 1•IM SCREW OR - TO GLASS B 1/M-2041'S.S.MS WITH (SEE SCHEDULE I gVON«USIRUCTUWILUA NUT k WASHER o 4.O.C. ON SHEET 13) f or ®tom ALTERNATE3/,6'ALUM. POO RA'ETS O S'O.C. RUCR OPTIONAL RAIN GUARD AT REAR. I (NON-SiATAL) ALTERNATE6•AWLL g VmTE� I F i A _ AraP 7/10 s^o LOC. ,• '�s 3/16'ALUM.POP RNEIS ANCHORSy +OOEI®C11CN C77 } n 9 O 10.O.C.BOTH SIDES '(SEE`Shm 13)' 3/16'ALUM.POP RIVETS O TO'O.Q BOTH SIDES EDGE OF 0.... SU1BU Imo£ EDGEAPPSLAB OF F POURED CONCRETE .'.? Go 5 APPLICABLE REOUIRED "•�(SEE'SNw 13 POURED CONCRETE POURED CONCRETE /. REQUIRED. •ION.ED. REQUIRED Cq�IR1 m •MIN.E.D. 'MIN.ED. (SEE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. FLORIDA BUILDING CODE(High x Non High Velocity Hurricane Zone) NOTE FOR coMBINATK)N of•$ECTlONs• * . �.�.•''••'•••"• d ®2x15 TLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Dm*Nw- E.D. - EDGE DISTANCE :�Q;.• �ENS 9 , 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEWICATIONS ON SHEET 13) F IN ANY WAY TO SUR INSTALLATION.INSTAITION. =- ( IL E C O iM�. FOLDING SHUTTER CORP. D3/DATE TILMT TESTING Q ENGINEERING COMPANY 70W HEMSTRW 7�C L3�/ xr.JAI.9..%aaa vram araal.n.S1I! WEST PP FL 33413 15-014 t SFE LIMITATIONS FOR®ON SHEET 2 �,Q.• C Ur •;�` Imp..es.T.lam.ra r Cmlen-tmt PTE IB00-u3-aAt ntal•0lteeo0ad.mm �./ol800- l-W71 aRAVATIG N. EB_ Is i 9 III „xill �1 \ FLo7RIDAu�%u,ei 1 sTRLT 7DP13 'PODUD GONOtE,E ( S' MAX BLOCK xE1 a'xx t9xL YFAIAAD QROUICC YEmi21 Aoea ff t14•�rAPLvOs X SPAN 7119E P6!SOIFa11E X ~itl1. DTP.)(SLE5Q�4 TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # AY -]/uxicmLCK"y�. 0 0 0--- - -_---'•--- - ALLOWABLE TUBE __ 6-0 o REO.O ANGLE NUMBER OF ANCHORS tSWA�AGc� --------- - TUBE PRODUCT SPAN LENGTH EA. END PER END OF LUBE earo-ie Aum PRODUCT 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM e a oc/4 ra 1;TIP.. TUBE TUBE TUBE J•.Y a ria•°' 4•er 3•s 60" 106.0' 13 8 ;f a a>.1/4t LENOtH (sE SCHOLM ss��A I 2"x4"0/8' 96' 85.0" 17 10 ANILE 144' 69.0" 13 8 Z (nr. 4•>]b•d 80" 117.0" 17 10 31rd/1'.IFN01M 'y r /r � OAMOE 147 MN A7 E41F 2'x4•xI/4" 96' 110.0' 21 12 T, ,VAN RISE144" 91.0" 21 12 ffi1CALELEVATION (TUBE AT TOP) 80` 109.0" 17 10 ,SPAN TUBE MOUNTING INSTALLATION so.c�s 2-x5'x1/8" 96" 100.0" 21 12 SECTION Y 144" 81.017 10 mu n NT3 Spm 7Lt3F ♦1/3'to rte.myl W. 724.0" 21 12 -PENN". V7•rm. 2"x6"x1/8" 96' 114.0" 21 12 p 1 144' 93.0' 21 1 12 "r *VAUD ALSO FOR LIDHEIGHT TUBE INSTM.ATION CNLY WHEN THE--.NN OF THE rN'" ria 3'1Q•.114ti IFNLiH eaes-ia wr. Q1 S .241/4•.Isnolx 9{tlilERS HEI.A80VE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN (s7E sexmuFl W N SHOWN ON TABLE 1. ,t Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHf) 73 y5 3 /4•r.J/4•MKsomT o 0 0 o TUBE PRODUCT TOWABLE TUBE REO•D ANGLE NUMBER OF ANCHORS o e•an MAXIMUM SIZE SPS,( SPAN LENGTH EA. END PER END OF TUBE SPAN MSE PER SCHEDULE - - - - -- -- Ya'.1141 IENOD, 6OaS-Is!40( Cow-"Al m ANOE (Om 60' 76.0" 13 12 <e)114•-J/a•TDq SUCE, 4• 3PA0� SPAN 11�PFR Z"x4'x1/8" 96' 60.0" 17 15 a000•MAL a r OL u7NiA Y. lsa SCIomA mP3 144' 48.0" 13 12 oG, oot (�F9,p5 Or,/4Y rAPCl17S IAAdf IAtI.IQAIITltD ANS1OYs(IYP.)ISFE SCIFDIALI TYPICAL ELEVATION A2BE AT 6oTTOM1 80' 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4-x1/4" 96' 79.0' 21 18 SECTNIN (e)t/e,]14'Loa seer Y g"`E'krs 4 0 ev. SPAN ILeE 1 1 44` 65.0' 21 18 AT r ac Ia,rrluDomm s•.4•.r ria'v]''°1014' LEN90(0-T8Ov'J _ 80' 77.0" 17 15 OTN AD I.ANGLE (3)�9r 0/Ire (SOLSOED�9E) 2"x5'x1/8' 96' 70.0' 21 18 stiIEalac) _ 0? 144" 1 57.0' 17 15 pt EE 80" 88.0' 21 18 � A 2"x6'x1/8" 96' 81.0' 21 16 Z Z a 144" 66.0" 21 18 o 0 0 o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE 1/410 3/4•lrx S=6 _-_���� 1I ( � acct o 0 0_--- --ro 0 o OR GROUTED CONCRETE OLOCK WALL ------•-------- SCALE N.T.S. WW"78�E4➢IAE O O O O O O TAN IM IIA SCMDIAE MAx.A.S.D.DESIGN PRESSURE FRAYING-t72.0 PSF ]5O1t/4• ENLENGTH^DINI-m p /A FLORIDA BUILDING CODE(High& Non High Velocity Hurricano Zone) �GENSn 9%y ©IDIS TILTEDO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DMWN m: G LMALL FOILED W,t01EE �� o* IL E C O ENC. FOLDING SHUTTER CORP. °'/„/15 moo,WIAl J1a• 3%r ]11•.0/4' /�EF'? 71L1lT TESTINO a ENCINEE16HO COMPANY 7099�T PACE �� (e1 1 4'x 3/4•TFxS 50" IHA71H 9119]-79 ALAL A712E / OYEST PAIL�"t FL 9413 /// Q` lOss N.t JM SM 9..]M.-EN--I.b190 1 TYPICAL ELEVATION [TUBE AT YIONEIOHTI re,,,(o-m 0-,atA,r...Cff) 1_ta f PIC 1900-ea3-J7t 15-014 AT 2 as WNO9UDNNIY. (SEE`' i1 �' •��� 14 tlt-Oo I-m An1IgEN19efWke2mn DRAMYD No SPAN TUBE TUBE MOUNBNO�ALLATIO L • DRI�P.� ��� 12-0009719 T SEE LIMITATIONS FOR®ON SHEET 2 WALTER A.LM Jr.P.r. �'• °°�+' mA A,L i o�,Y ul[ SECTIM Z • FLORIDA Lle./44197 anyi. a a.rs SIEEf a OF is • N • 1/4'..7 J/4• ION.Ed. TMOOf15/CaEIE-RFT( (SEE SHEET E7°5 m 0-S'ANCHORS O/a'C.C.. 13) St —_——_ �� —. —_ -- ele STRUCnlaE YN.Ea _. 8756'MV.) DUSTING (SFE SHEET 13) OMNI) 66 SRiUCTURE / SLRNCWRE D 14 .J/4•TEHs® 3/a'1 THREADED H / \ J/,°•POP RIVETS OR o CONTERPPECE DDR01� 1/4•.._+3/4' eoc (TYPJ TAPcaa/acre-. � ,� ANOTOPS 6.0o 1 .c.C. I /,e'POP P}Vfl" OF OF �t OF �t 5 TE 1/{'r3/4' lTELC;o,e•o.a�j �I-I- FgCE OF '�' �� END CONDITION 1 s0.v 90.v 2 >ts \o-t8 / OD.Q' 00.0' 3/10'POP HLhET••oa 8 4 5H WN /4 •J/4"TDxs° r / OR85 \`J_ EXTERIOR (2))@°30'O.C.° () 1�AFORSU \ uwr F°a ro ea- SPAx a G SPAN a(3) 030• O.C.0 HORIZONTAL SECTION 20 °�°N SAN 1a 3�.'w� °D HORIZONTAL SECTION SCOTER WY SKI= (1�s EUEEIIOR) INMODR OR TIMOR) (LEVERS��) /1a'POP RNE,S INTERIOR OR DMERIOR) OR OR 1/4•aJ/4• ' rdd/6•CONT. TENS.,e'ae. *WY vAw AT L W SLAT AT TRAPPED NsrAUATrons 4 OR 5 6a63-Ta AAOY AMU 4 OR 5 f * ice- SHO SHOWj \ 3 t SEE ummom FUR©aN am 2 ANI+ to BUILD—OUEXISTING STRUCTURE T ,n• ''�"'+�'�• NN. 608]-76 ALLw ARaE END CONDITION \ 3/16'FOP RIVETS EO. E4 . OR 1/4•A 3/4•MG CE E=N3 STRUCRIRE .END LOCK ANGNUE'O 12'O.C.LE ,/4•t 3Boos w/ END LOCK ANGLE 12. NOTE1 HOMONTAL SECTION HORIZONTAL SECIM 2'.R•.1/e'a061-Te 1 P.1/4'TIX ONE LOCKING TUBE. PARI SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CONE' ewr ANGLE scaElNs APIACOD ro ONE (2) 0 3O.O.0.0 CENTERPIECE O a'0.0. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®' A TOR ue ro Te• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, sPAn a(J)C,�°30• 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc o uosPAAuttYYYETR uP INTO R WITH A 0.120' °.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAY eµµins A 0.200' LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DITERIM /� OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR`5J ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SHO (1)PIECE, 1.375' LONG, A 0.366'x0.368'x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.684— (IiwLs IMMIO)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 1 COX) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETA HOF42MAL SECTIONL J```\``�+��R P T'<<�T✓'''�., FLORDA BUILDING CODE(High & Non High Velocity Hurt(eane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ _ 020f9n�`°" TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OA.' 14o.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE `* IL EC O�M�. FOLDING SIMITER CORP. aJ/DUE TLLIT TESTIN°a ENGINEEM.COMPANY ��a w,Nnv..,.,]'�° o.nsEanmnm.waaN(].1NJmpTflI-,nv1atm ° HISMS E NfSieRACE WEST Pn: 15-014 ��i ''. , .•,=`Q �� Q fFlb„eOad.mm ...r•Ia1m.a.1luNanao,n ouvmo N. \` WALTER AITILLIT TJr.P.E. .n. m1v iv.r �a wn FLORIDA LIB.1 44167 SHEET 9 OF 13 z•[2'. i 1/e•2'M ANL7E GUILD 40W YOI1M PER S£CIM 4.SNEET 6 A A (2)3/16•PCP W&75. Ar1.U1DAD1 A'NfSE EACH lFO of Y i 2• ANOIE ANGLE lta my FACEAWY FROM OPE)UIO (0G Edi o ANC�H °i RD7UWE0 To NOSE �i '9 ' snNlrnrHE i; BULB-OOr Nouml" PER SEC"4,SHM 6 (2)3/10•POP RWM FAM LEO OF 2b• ANGLE AT ALTNATE WALL EXTERIOR ELEVATION xAND SILL IAD BOHTH SIDES PLAN VIEW A—A UOUNT FOR ER OR BOTH ANGLES �., OF PRODUCT II ®I OPTIONAL SIDE ANGLE (2)/1/4 .i J/a• 1 1/2 i 1 1/2•.I/6•K o•-Y• (FOR SECTION 4.SN6S e) 106 OR 3/16'POP My,µMpNUM MOILS TOP R RNEI9 PER ANCIE 7D Bum OR TO WALL(2 RETNIIRED) . . TWE . C2)1/4• FlFJ/T./ EA.MME SUB ® 1/4•A i 1 3/P TN C O S 0 16'PEEK END gEC9EW ANCHORS O 18.0.0 „Ipl 00 p� END OR l• •5.._• KS ON p(<S11Na SIRUCRIiE •�• S3 3EDGE Di OONCRE1E ISOMETRIC SLABAT TOP AND BOITCM SLABS) 9L ENDT 6E MT TRAPPED END CORNER POST CONDITION W/ FLAT END NOMZONFAL SECTION FLORIDA BUILDING CODE(High & Non High Velocity Hurcieane Zone) END INSTALLATION DETAILS INTO CONCRETE. =�:' ��CENSF .': ®p'J'IL=M TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 °'DATTE10 CONCRETE BLOCK & WOOD (AS APPLICABLE) •*_ IL E t-0,, FOLDING SHUTTER CORP. ��. A ENGINEERING COMPANY 7089 NEWSTREET PIKE QT1LLZ'TS[SZ1ae Jos vRvr cvaDeA M1 JJ1E! WESr PMH BE" Fti ST4I3 15-014 A—,(JE]dlI-law,ra v(m18 15" PN:logo-613-6371 O . 0, ,:�`Zs� • ES-0006719 19— w..Sa1� �9.MNefean DRAWING No ' WALTER A.rUJrVL tR ^a FLORIN U..I+4167 eeeim. ww �• �'� '� SIIET.T 9A OF 13 q}j WALL FINISH =.i A�"• OPTIONAL RUN HOOD (NON-STRUCTURAL) . � WALL itOSH $c�. n THICK SI& /10X3'SSS.M.S.W/1/2.0 x3/4' 0.060- ROLLER ROLLER HOUSING LONG NYLON BUISH.1N (Typ.TOP) CONNIIRIDN C2 .�} AND 1'LDNO(Typ.OOTI'dQ.EXCEPT AT ROLLER HOUSING(TTP.) 0.060'THICK SS ROLLER HOUSING \3 5{.ti%��l " �• '21 OPTIONAL `► - OPTIONAL RAN HOOD O 0.�,L RS (NON-91RUOTURAI) 6 20x4'COM.WOOD ;•; 'HEADER REOb• i /10 x 3'SS S.LLS.W/ J/16'/LUAI POP b;.• ` 0.373'LONG NYLON CONTRNETS,O 18.O.C. BUSHING W/DA 0.190'CoMmopm C1 Vs 0.163•x0270' yy,, LONG TOP .245'10.AND Y: uaj ► �1 0.0.AND D.245'i.6 AND �'�� 0.223'LONG BOTTOM ER Q1 or ' SECTION 0.320'O.0.AND STRIPPING Ek 0.245•I�. SIDE(IYP.) ® t 9 'v' 3/16•AUJ4.POP (TYP.) o ^W y a NET$O 18'O.C. MIN.SEPARATON 2'x4'COM.WOOD I MIN SEPARATITO CLASSGLASS ON II (SEE SCHEDULE ULE T Or HEADER REWD. SCHmULE \--O or +� 1 ON SHEET 13) ®t ON SHEET 13) 2'x4'CONT.WOOD I I iX PLATE REW!. 1 5 WALL FACE MOUNTING INSTALLATION a SECTION 2W (TOP) 1 aNNE=m C wALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD TA:`Tr� (� �/ � FLORIDA BUILDING CODE(High & Non Ffigh Velocity Hurricane Zone) T SEE LIMITATIONS FOR ON SHEET 2 .`Q'r . ®2015 TILMOD INC. RAWN W. �\CENSjc'•'.: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.&/LLL NOTES, NOTE FOR COMBINATION OF SECTIONS: 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBQtS TO - - /► FOLD9�IG SHUTTER CORP. /10/1e BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED _ c '� C 0 tNC. a,< IN ANY WAY TO SUR ANY INSTALLATION. C3 Cr TILLR TESTING a ENGINEERING COMPANY 7oea HEySTf�ET PLACE•, esY ae Fn.n.x 5oA WAWU aNsorA n.- WEST PAW BEACH.FL 33113 15-014 t •<l/ iM,{.mMn-,nso.fu,(3af)!/,-,m, PN:Isoo-113-e37t 90•, ! I�p. '��` -®S-0006718 .•./a mryahA axcun DRAWING ua WALTER ATWT P.E. P. �' �a •a FLORIDA 44167 �1~ onaA. ea S1Q:ET'Tp of t3 1/4'0 x 3/4'TENS SCREW OR 1/4'It 3/4' BOLTS W/NUTS 3 WASNFA 0 6'O.C. 4•x8• m)OWNS WOOD BEAM REQUTI((ANSTRUCTURAL ADEQUACY rya OF EXISTING WOOD ILW TO 1£ CEKnFIE BY REGISTERED ENGINEER OR ARCHITECT PRIOR i WALL FINISH .0.000'THICK SS t SEE LIMITATIONS FOR ®ON SHEET 2 M PRODUCT INSTALLATION. ROLLER HOUSING 2•x4'coNr. C4 POOD HEADER OPTIONAL RAIN HOOD N OF SECTIONS H '0. E0. EO. (NON-STRUCTURAL) ROTE FOR COMBINARO 1- MOUNTING SECTION CAN BE COMBINER CT16F11� $ Flow SS S.Y.S.W/t/2'e x3/4' IN ANY INTI TO SUIT ANY INSTALLATION. NANO NYLON.BUSHNGS Q, TOP) ;f AND 1'LONG(TLP BOTTOM).EXCEPT F `14 AT ROLLER HOUSING(TMP.) H4IE5. mPTIONAL RAIN HI000 �� ''Ta•�.iFL�•:I (NON-STRIICTARAL) (2) LESS a ' 1- FOR WOOD FRAME CONSTRUCTION: 0.46 MEMBERS L TO I i 1 RIN11:X BE HAVE A MIN.SPECIFIC DENSITY OF 0.48 OR EQUAL •�L- L7 I I �(TIPJ 1 f y 1 r-__ ----1-� j�• 1 i it _ 'i 11 I 8 8 3/16'ALUM. �f0 x 3•S.S.S.M.S.W 0.373'LONG MON T N J POP RIVETS' BUSHING W A 0.150 LONG TOP SECTION ALTERNATE LEG a 18'O.C. OS00'O.D.AND 0.246'Ld,AND 0.223'LONG I POPBRIVETS. I LOCATION lX1Nf. (sL1=NOTE•) G,t63•xo.27D',a.a3o• BDrrou SECTION 0.320'0.0.AND 0,245•La. 0 18•D.C. U5IL PP NG Flit WEATHER (n'P) Morro t�510N I or t (SEE SCHEDULE H5 ON SHEET 13) I 1 or®t MIN.SEPARATION MIN.SEPARATION a TO CLASS e. TO CLASS ly (SEE SCHEDULE zd u (SEE SCHMULE—S M7 113) ON SHEAT 13) f f 'W ALTERNATE 3/16'ALUM } Or®t v ALTERNATE LEG ® POP mus O S•0.0. _ _ _ LOCATION OPLIONAL RAIN GUNGI ALTERNATE LEG AT REAR I it L J II _ �NOTE•7 (NON-STRUCTURAL) _ ON (SEE NOTE•) I 1 -------I ~� II I 1 t t ALTERNATE 3 L /15"ALUM LPOP Os'O.C. AT REAFL 2•x4'COW. t-4==-------T-- I �j WOW PLATEI I I I m 7•=+:4=}" p 8 3 REO'D. r l 1 n .9 I C i 3/I6-ALUAL POP RIVETS - 7 CiY a 10'O.C.BOTH SIDES JAte'ALUM.POP RNETS or Pi is5 c "! O To"O.C.BOM SIDES Fb, fL. g ETO— 2•x8'YIN.DECK N000 Fl 2'h4'CANT. I (NO FINISH ALLOWED WOOD PLATE 1/4•t x 3/a•1�6 SCREW ) /4'TTM SCREWI .. OR 1�4'x 3/4'BOLTS W/NUTS W/5/8'WASHER OR REOb. 1 R 6/8•WA91ER O 6'O.C. ppNNECIgH CS _ r/4 :3/4'BOLLS W/NUTS& B11AI ION 7/e•WA41ER O 4'D.C. f a j 2'Nor.E.D. 2'MN,ED. © WALL FINISH .�• WALL ETISI1 BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW (BOTTOM) SECTION 7W `````IRAN H I I I I{I l(AAj/AAA �y6T � FLORIDA BUILDING COBE (High &Non Mgh Velocity Hurricane Zone) 14ME 0 :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED '•. ya:.•'v�E��, d�L� ®zols RL3EC0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °AlIA.o'tN B?'� ' /LL INSTALLATIONS DETAILS INTO WOOD �9'., �•� 1 : _ e619 lmco-ie„ FODNG SHUR CORP. /O1T0E SCALE N.T.S. z TIWT TESTING R ENGINEERING COMPANY7M HEMSTREIT PLACE Kw.3MR316WEST P BEACH,FL 33413 -ImwAn- n rx 1900-64aFan 15-0/1 t64 i Off'•'•.C4 DA .•'61� E&-0006712 1�aLalaYgalwtmsme IXiAt11NG No WALTER A 7LLR Jr-P.E. ••� �xw ////AA�•" `` FLORIDAAle 44161' mnN SHIER 11 6 13 1111111 MN.SEPARATION JC YIN.SEPARATION A TO GLASS rZ TO GLASS or ®t 81 y{ (SSM UL SCHEDULE 1 ON SHEET 13) a OPTION&RAIN GUARD 5 I (NON-STRUCTURAL) 1/4.0 x 1'TEK ALIERWRE J/IS-ALUM.. SCRELY OR 1/40-20•x11 POP RIVETS O 5'0.0. na SS.ILS WRN NUT el AT REAR. , � WASHER O 4'O.C. tO 9 r J/16'ALUM.POP RIVETS r%I O 10.O.C.Bm SIDES •g EDGE OF 57A6 �• ALTERNATE LEG TION 4, F APPLICABLE _ ._ ANCHOR LOCAI COI�'Igll Cy EDGE STAB F APPLICABLE (SEE NOTE•) 14 _ 218'MIN.WOOD DECK REQUIRED rf_ (NO Fam AVOWED) CoNmemm OILEDGE OF SUB EDGE OF 2•MN.ED. APPLICABLE �� SLAB IF. 2'UK ED. APPLICABLE ?SEE LIIAETAnoNs FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 WN.ED. 1'MIN.E.D. NOTE FOR COMBINATION OF CFCTIONc: SECTION 78W-,(BOTTOM) 2'a6•MRL WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED IN FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTAUATION. MIN.SEPARAT1on FLOOR MOUNTING INSTALLATION 2*xeNOTES PLATE CO WOOD (msCLAM m, LE SECTION' 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION:W90D MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL (3)5/t6'0 LAG _ WALL FINISH 3 SCREWS W/2 1/2'MRL M0/2 E0. 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN o or®T .° PENETN W/AT YDWIDN PRESSURE RATING & SPANS 1'a a'x 1/8' (2)OF RAFTER/TRUSSFS w 6063-TB CONT. ° .�[ AWYINUY TUBE 1/4 14•(6063-TB)FLAT DUSTING 2X Wow g PLATE W/1/4'e a1'TER TRUSSES OR RAFTER 2'x4'MIN.WOOD SCREWS 06. D.C.IN AT 24'O.C.MAX. STUDS O 16•D.r- y. BETWEEN TRUSSES OR ,300• �� I 1/6'x4'(6063-76)FLAT RATE W/1/4-0:1•TEK SCREWS O 4'O.0.IN (2) 1/4'0 TAPCON OR 1/4'0 CRETE-SBU BETWEEN TRUSSES ANCHORS OR/14 NDS WOOD SORE.OR 1/4'0 8 EDGE(IF APPLMABLE) NDS LAC SCREWS AT MIDWIOTM OF EA SND W/ 2I/2'Lon.THREADED PENEIRATION INTO WOOD I (FI2IfdDN 1/4'MAX.PLYWOOD ID(MT°NO SOFFITsmD 11/5/4!0 OR t/s E 20 x 3/4' S �.�- Nox3•sS.s.Ys,w/1/2.0 xJ/4•LONG ETI. Q. S.S.QTS W/HUTS& O.B55.0(ILP.). NYLON BUSHINGS(Typ.TOP)AND 1'LONG WASHER A 6`O.C. )` (Tm LTOIT0/Q,EXCEPT AT ROLLER HOUSING 1/4'0 a 3/4•TIX &10 a 3•SS S.Y.S.W/ I 8 (TIP.) SCREW O 6.O.C. 0.373•LONG Ftt. _ MOUNT TO wool ,V•STUDS MOUNTING INSTALLATION BUSHING W'"°'5° LOTOP SECTION!0.500* INSTALLATIONS DETAILS SECTION 1.463 (BOTTOM) NG 0.18Ta0270' O.D.TWD 0245'Ld.AND ��. 0.227'LONG BOTTOM MIN.SEPARATION LEA. MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECTION 0320'O.D.AND 70 GLASS WEATHER T o. INTO WOOD INUg1lupUr 0245'Ld. (SEE SCHEDULE STRIPPING FA ON SNFM 13) or SCALE N.T.S. \ASA1A. •rl AAAA/i FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) (nP•) SIDE(TLPJ ®T o ...... . t/ 4 ®2015 TILTECO INC. ' LENS '••'�'� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM I"° HEADER TO TRUSS MOUNTING INSTALLATION fOID SNUiIER CORP. �/'°"6 IL ECO�Ir C. DATE _'y��•, F P �,: nun TESTING a ENGINEERING COMPANY 09 T ACE WEST PAM WACKL M4 3 P!1600 64J-63I 15-014SECTION SW (TOP) m5 mmb® AW —fwbgwub-- DRATAN0 K. ED-00087 MAX. A.S.D. DESIGN PRESSURE RATING +50.0 -60.0 PSF WALTER A.TILLTJ0. P.E.Alm �a 0 99a ` FLORIDA LF--0 44167 um cam, SITO:T 12 W 1J ttfllllllllllll M�XiMUM WIND PRESSURE s.f.I CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE {p (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP do'BOTTOM LB/FT) FOR CONCRETE& CONCRETE BLOCK SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2' FOR A,S2 1/2" FOR B & 2 1/4" FOR C ANCHORS) 1HAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE sAls SPIM a MAX AUGNME CONCRETE CONCRETE BLCCK STEEL WOOD PRs¢ posp� N7.vIE em" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK C./-) F+z� PRCS51m a acnam iYPE SPACING �, TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE M) (�) 30 psi 144.0" 144' 180 lb/ft A 8,e / Q'. °) A C E 'dA`C F� A B C A C 65.0' 60" 88 lb/ft (9', / 425 L8/FT - FT 15 LB/FT. 134 LB/FT 256 LB/FT 3 FT g 417 LB FT 1 388 LB FT - 134 LB FT 35 sf� 100.5' 150" { 473 LB/FT - 418 LB 236 LB/FT 202 LB/FT 383 WM 432 LB/FT Cl _ P,,,, � 6 461 LB/FT - 418 LB FT 202 LB FT 144" 744' 210 Ib'Ri 12 387 LB FT - 334 1 6 LB FT 142 LB FT 271 LB FT 3.47 LB FT _ _ 60.0 80 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 LB/FT 40 psi 100.0" 10D" 167 Ib ft 6 525 LB FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB/FT C2 9 417 LB/Fr - 362 LB/FT - 190 LB/FT 144' 144'. 9 390 LB/FT - 309 LB/Ff 157 LB/Fi 134 LBIFT 257 - FT 329 LB/FT 6 502 LB FT 419 LB/Fi 285 LB/FT 60.0 60.5' X195'16 ft, 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0' C3 6 496 LB/FT - 1375 LB FT 236 LB/FT 202 LB/Fi 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 P ti 97.0' 97.0' 187 Ib ft 3 .813 LB/FT - j 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 3 7� �/� _ 572 LB/FT - 304 LB FT 115.0" 115.5'. 221 Ib ft 9 466 LB/FT - 1370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 �/� _ 370 LB/FT - 134 LB/FT 144' 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/Ff _ _ 60.0' 60.5" 125 Ib ft 3 972 LB FT - 682 LB/FT 389 LB/FT 3.64 LB/FT 500 LB Ff 753 LB/FT C4 6 561 LB/FT 448 LB/FT _ 202 LB/FT 8 .0' 89,0' 1B7 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 W/FT 3 912 LB/FT - 6132 LB/FT 83 LB/Fr 50 psi 100.0" 100.5" -2Q8 Ib ft g - 9 226'LB/F7 - 224 LB/FT - 83 LB/FT 120.0" 120.0' 255 Ib ft C5 I 421 LB/FT - 334 LB/FT 122 LB/Fi 125 LB/FT 214 LB/FT 155 LB/FT C5 6 339 LB/Fi - N244 T - 125 LB/FT 144' 140' 3GG Ib ft 843 LO FT - 670 LB/Ff 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB Fr _ - 250 LB/FT 60.0" 60.0' 138 lb/ft �;,_ E 1 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT - 81.0' 81.0' 187 Ib ft r,'6� 410 LB/FT 487 LB/FT 323 LB/Fi - - 207 LB/FT 153 LB/FT C6 6 332 LB/FT 378 LB/FTT - 55 psf 100.0 100.0' 229'Ib ft 822 LB FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB FT _ 120.0" 120.0' 275 Ib ft 0 4 / 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 683 LB F7 756 LB FTT 137 134' 330 lb/ft t 4 232 LB/Fr 236 LB/Fri - 6P 0' 60.0" 150 Ib it 1'C7 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 3 310 LB FT 315 LB FT - - Bur 80.0" 200 IDR 2 - 305 LB/FT 12 388 LB/FT 460 LB/Fi 409 LB/FT - 60 psf 100.0' 150.0' 250'Ib ft 12 491 LB/Fi 596 LB/FT 409 LB/Fr - - 265 LB/FF 168 LB FT C8 8 582 IB/FT .691 LB/FT 614 LB/Fi - 115.0" 115.0' 2B8 Ib R C8 B 736 LB/Ff 894 LB/FT 614 LB/FT - - 397 LB/Ff 252 LB/FT 6 777 L13/FT 921 LB/Fi 879 - 131' 128' 346 Ibla 6 982 LB FT 1194 LB/FT 819 LB FT - - 530 LB/FT 336 LB/FT 59.0" 59.5' 160 Ib ft 65 psf 92.0' 92.0' 249 Ib/R 100.0" 100.0' 271 Ib.R MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2'ON SHEET 1 126' 123' 360 Ib ft ' 60.0' 80.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 7o psf 150A' 100.5' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121` 118' 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.Q" 59.0" 167 Ib R ZONE i 2,3 ZONE 4 A 1/4"0 TAPOON W/ ADVANCED 3.50" 2.50' G N/A 4.00" 4.00" N/A N/A THREAOFORM TECHNOLOGY 75 psf 100.0" 100.0" 313 Ib ft 5'-10 2 1/2' 117" 114" 387 Ib/ft AS LESS 1 2 5/6" 1013 , 1/4' 0 z 3/4' SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00" N/A N/A' 80 PST 113" 111" 400 ID R 90 PST 107' 104" 424 Ib ft >5'-10" 2 5/8"+ 1" 2 3/4•+ I;f``C 1/4" 0 CRETE-FLEX 3.00" 3.00' 0 N/A 3.00' 3.00' N/A N/A 100 pef 101 99' 447 lb/ft TO 8'-3' 110 PSI 94" 90' 468 Ib ft 1/4" 0 iTW-BUILDEX 120 psf 87' 82' 484 Ih ft E N/A N/A N/A 1.00' N/A N/A N/A 2.00" 130 psf 80' 76' 483 Ib ft >8'-3. 3 1/2" 1" L ---I3 5/8' TEK SCREWS 140 psf 74' 70' 484 Ib ft TO 12'-0' F X14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib R 1 4" NDS LAG SCREWS 160 psf 65' 62' 483 Ib ft 0 AS DEFINED BY ASTM E-1996 STANDARD. mmo P IT'l FAAAA�Ah FLORIDA BUILDING CODE(High &Non High Velocity Hunicane Zone) aBQgg; + EXCEPT THAT 3 5/8' SHALL BE USED ., � Q' CEN '••� 02015 m1Ea0 DIG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �N�. L+:UMMUM ALI.OWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, -,-:%N GIVEN POSITIVE AS.O DESIGN PRESSURE RATING. .4, 4A & 7A. �F�� ly1'mCp f�f�pp 03/10/15 L-:MAX.AUDWABLE PRODUCT SPAN FOR A - - FOLDING SU ER CORP. 017[ gVEN NEGATIVE A.S.D.DESIGN PRESSURE _ I L E C O vNa. RATING. *;(� /` ..����''' •* TILUT TESTING R ENGINEERING COMPANY REW P 9Fi15i N,J3NJ FINAL MAXIMUM ALLOW/�E PRODUCT SPAN IS %_-O S' T�Ur Nv'37 Q'•ei "�n.1. PI!1e00-61J�-8T71 1 rJ-014 EQUAL To'THE kltllNUM DEIER"M PRODUCT . 'EV vb..,po"�-IO t.D 1(.IDlp)1-A71 �.A 1r�com OWING Ib SPAN BETWEEN'L+'AND'L-'. %__�'', LOR10P,••'A�': ��"oeailJ PX yy^� RATTER A 0057 Jr.PL :®r ma as r Darn. FLOWM Ue 14187 ��• SMELT iJ Oi 13 e