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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 a l f�Z � W BCIS Home Log In User Registration f Hot Topics Submit Surcharge Stats&Facts I Publications ` Contact Us BCIS Site Map,I Links Search bProduct b Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Apolication List>Application Detail •g' •_'I� �_ FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved r� Comments 6� o `�� Archived El ✓®� Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 101 r�' 0 p4"p xa (561)683-4811 Ext 7675 t Md �y u edh@foldingshutters.com f¢y Authorized Signature Ed Heritage ' �\ edh@foldingshutters.com Technical Representative Ed Heritage ® Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 �q (561)683-4811 Ext 7675 G. 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 12/31/2028 Validated By Troy Bishop,P.E. CSI Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 I Equivalence of Product Standards Certified By i Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/20119 Florida Building Code Online Page 2 of 2 • I I Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 1 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 #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF 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 Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,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: �f ®Ed M Credit:Cafd i Safe..' i 1 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGP-VXQwtDgv2aBQpHpQQ... 2/12/20119 GENERAL NOTES: I.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 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY TTW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR# 14 NDS WOOD SCREWS OR 1/4"0 NDS LAG SCREWS. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D.) 1/4'0 NDS LAG SCREWS INTO'THE WOOD FRAME UNIT SHALL,BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THISP.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 R INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ---- ---- ALLOWABLE STRESS FOR WIND LOADS-WAS NQT USED IN THEIR ANALYSIS.A DURATION FACTOR CD- 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14'NDS WOOD'SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHAUL 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 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.Q. 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-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY-33 NSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O& ®SHALL BE B 10 x 3", 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITW BUILDEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi 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 EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDIX TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 ks',. 4,.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi 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 ITW/BUILDIX 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. 8.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSUREPROPER 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 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. S.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS' IC.PRODUCT MANUFACTURERS 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. BUILDIX•INC.TO MIN.f'c-3192 psi, WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOUD SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. ('G=3000 psi. LASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4"0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Vc=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7) 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.)-SHALL BE AS PER SHEET 13, INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE-FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND,INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SNE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEREDINVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Ai &A.2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL-ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE RED,ENGINEER. SHALL SUBMIT TO THIS LATTER THE;SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON 4' C ADVANCED THREADFORMDISTRIBUTED TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDIX, INC. (E) THIS P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED Bl'ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES- THIS II,FF f IYNYi'Ai THIS DRAWING SHALL ONLY BE USED TO OBTAIN I GSA 8.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX IMIS O CONCRETE BLOCK UNIT 1 1/4'. PERMITS IN THE STATE OF FLORIDA 1,1 �•S ����"^� MINIMUM EDGE DISTANCE (E.D.)SHALL BE AS PER SHEET 13. A71��` •••�C EN•., B.2) 3/4"SOLD SET ANCHORS,SHALL BE ENTIRELY EMBEDDED (7/8") INTO THE CONCRETE BLOCK UNIT. NO AA SF•••'•.9 FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zona) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20.S.S SCREWS USED.SHALL BE 1 1/2"LONG =•• �•4�16� S = ®2017 TILTED)INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° N A'' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM.FOR WALLS WITH NO STUCCO. ,; 4 O ILL. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND.ON THE EXISTING WALL, � mom)/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �I 'L ECO FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. Q ..'�0[ 1 � jplyn • lA TINT TESTING&ENGINEERING COMPANY 7T P HF]BEACH.T LNI �••!l77..(( ��AA e}S!x11.NN.54 Sm.]m.NRouM R 5110E 11rc5f PALM BEACH.FL�]3411 _ vEa.,tausmml-Isw.w.C. r Atml R:1800-643-6371 17-082 �IUAL E_ - ° - 6;8'°m^ ...l0 6nga uHensms DRAWING N0 WALTER A.TINT Jr.P.E. x17.x. 0ora.gl en SL'AC�SIt;iUiLRE/DATE __- ROR100_De.-e_H16] 71-1 SMEEi-1-Oi`1]- -__ Sam• .en• 2wr• >em• led.* •�, M1,y ��,. 'n� iJl]• y, A� , - .aha• - .osz• off• rz7.s- i.u1• - 6 • ti odti _ ^2 ov as .u• I.7W g� .el.• � 7' 1.765• R .�• 1330• ©SLAT I.]0' 2730• T .6ee'I.ve• 6063-T6 ALLOY -----®-SLAT WINDOW Q L—END © FLAT (TO BE USED FOR ALL INSTALLATIONS 6063-T6 ALLOY 6063-T5 ALLOY 6063-T5 ALLOY © EXTERIOR CENTERPIECE MAY INCLUDE PERFORATIONS AS P£R (TO BE USED ONLY FOR INSTALLAAONS 6063-T6 ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE ® INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20, 21 &22 ON 13 SHEET 3.) low, 1961' .Nr• 1.713• 8N7' 2696• 271e• .397• 120 2010 pp pp �• 1.997' 0.637' g�g .�. G ti �./70• .831 .100• .6m' d �_ .o6z• .090 r 8 .im• .062 .aez• ^0 .09s• .a+o• X62• �_ IIy9,6�Y1 .09]' _ -:060• "� 061• �i.bm .681• • � zn3- z3Tr� ' 1119 267]• .8m• U� zne• 6Q WALL HEADER © 2" MAX. B.0' ® 6063-T5 ALLOY SILL/HEAD TRACK CEILING HEADER ® BOTTOM SILL TRACK 1� BOTTOM TRACK ADAPTER 6063-T6 ALLOY -- 6063-75 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY _s00.8 2696 n " -I r2 .ago COMPONENT o D t1 t2 0.060• 0 13 2" 5" MAX. 0.125" 0.125" I -7..ve• .m3• .oso• � y asr © 2" 4" MAX. 0.25" 0.25" .069• 5� G Q 1" 2" MAX. 0.062" 0.062" LIIe•� ® RAIN HOOD 01 ALT. BOTTOM TRACK ADAPTER 02 BOTTOM RAIN GUARD 13 61� ALUMINUM ANGLES 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-76 ALLOY f-r.e,To• F ,,C.CJ., P0NEN TS y _ f ' ,.•• L FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) '0� �J �,• - 02017 TILTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN BY: .3781 �.` •,Iy WL \ a7AO1l7 �5 3/B"0—I B ACETAL 7.000 ; I L E C 0,,,. FOLDING SHUTTER CORP, DATE THUMBSCREWS ® LOCKING TUBES Q. � TILUT TESTING @ ENGINEERING COMPANY 7089 NOISIREET PLACE 6Tss Na,x..11 si.:Ue aura a+nm s,n anw WMT PAW BEACH.R 33417 FOR n& (5� AT CENTERPIECE CORNER POST ' gyp'•, ���` a"''°a'-r»o. :p5s167r-/151 PR teoo-643 6771 ��-oe2 _ .o CO P `� ®G9Ga9anrmeLpaftuttan.eom DRAWING N. 6063-T6 ALLOY 6063-76 ALLOY 1A1N. 28 1/2"LONG WALTER A.TILUT 3r,P.E. F,JEITE— - _- FOR'0A-U.-(i_44167 13- trxivaL�D T1FAinaAPe+cE (J)ROWS OF tr Tosu FDGE 1/4'0 HOLES FDGB O FA SPACED 0�0 IN 807H o JIB-APART Z-CLIP EACH SIDE TABLE 1: SOURCES FOR &Q OO O0 DIRECTIONS. r lam. OF WINDOW(SEE TABLE 1) OPROAS k SLAYS 00 SLATS I atD TYP.'GIL PROPLR7/6 57ANa4RO 64 54BIC NILOVATWE 2q KNUCKLE DOO6 KNUCKLE REFERENCE U47MU/SCIENCE PLASTIC NlTT'RJ 080 (TVP) 20 U-CMIKROLON 31 LEXAN raj RESIN ` OVVV 00P1MI.L• 0 VIEWING SPECIFIC GRAVITY ASTM 0792-----0.043-ID -0.043 Ib/in-- _____ _O 0___ _____.__.__ /id__ 00 0 WINDOW MECHANICAL• pnq ryti TgpppT TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9.500 P-. FLEXURAL STRENGTH AT YIELD ASN D790 12,500 p.s.i. 13,400 Psl. FLEXURAL MODULUS ASTM D790 340,000 p.s.T. 345,000 Pal C 1.000" O i p� T CUP TOP/BOTTOM T.f4.Y Z NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FT-Ib/in OF WNDOW $ � 2e (SEE TABLE 2) 'EI RNRNING CHARAGTFRISttC9• G.2 R CAV2 _ SIdONE DENSRY ASTM D2843 47.2 R 64.5%MAX y y W ''% RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS g �A SELF IGNITION ASTM 01929 1040'F 980'F tsn SLAT WINDOW fit SLAT WINDOW 0.060'THICK WEATHERING /stM C755 V 2 U POLYCARBONATE VIEWING TENSILE STRENGTH AFTER WEATHERING ASTU'0638 9302 p.a.i. 8840 p.a.i. 2 W 2 h 'WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING. AStM 0638 8461 p..L 8880 P.s.i. 1.000' NO MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED 01 MAX. N A MINIMUM OF 24'APART, WITH 12'641N.FROM ENDS OF SLAT TOP&BOTTOM. ° TABLE 2: SOURCES FOR T SLAT MUST EVER E INSTALLED CORNERS O curl G' 70 fNTERP/fC£S�OR( NOR AT CORNERS OF PRODUCT. 0 Fp �. TYPICAL PROPERTIES STANOARO MASTER MOL COMPANY ON PAW 000 — ® SLAT WINDOW DETAIL REFETTENCE &LACK los 9418 k O O (ELEVAnoN) 0P ICAL• SUIS /• 0000 SLATS / 20 SPECIFIC GRAVITY ASTU D792 0.042 Ib/m' h KNUCKLE 000 KNUCKLE VIEHING MECHANICAL (TVP) 0000 (IVP) WINDOW p TENSILE YIELD STRENGTH ASTM D638 I I.SDO P.31 000 (J)ROWS OF (rN+'J ata g apaa p.aw' dFLEXURAL STRENGTH AT YIELD ASTU D790 15,OOD p.sl. TIDO 1/4'o HOLES amFLEXURAL MODULUS ASTM D790 450.000 p... ,?0 FA SPACED j IMPACT,1r AYN / H nr Nw:txFArultrl: L u- 1 - TG4UieoTTYd IN BOTNR r4' a'060 NOTCHED IZOD� ASTU D256 0.6 FT-Ib/ in cme DIRECTIONS. To LME t%t a THERMAL PRDPERnE9t osw• pyP. COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x 10 In/in-'F 21 LITY UL 94 v- Z—CLIP ©2 SNAP—IN END CLIP MMEELTILNG AB ITEMPERATURE ASTM 03416 500?F two - TOO BE USED AS AN-OP77ON FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFOR477ONS AS PER THIS DETAIL. TYPICAL 1A SLAT WINDOW DETAILS -MAX. (2)WINDOWS MAY HE/N ONE SLAT SPACED MIN.24'APART(NAX.EVERY/0 SL775). Wf (20� VIEWING WINDOW & IY 7) . 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE (I)SLAT WINDOW ELEVATION G(LARGE MISSILE IMPACTS 11 11 �V �.� 1SF�'•.•9 v FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) '- ,No.44187 '; L 02017.TILTECOINC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWL OV. '�- MK�v. IL E C OAwa. 20/17 FOLDING SHUTTER CORP. °'ATE/A�. + MTE-V'1t TIWT TESTING h ENGINEERING LONPANY 7069 HEI6CTREtT PLACE V tt1 Q nv.ESITS su.xs.�accA rJuva.n a1ta4 WL51 PALM BEAM,R'33N] 17-082 ..... in..,(�mm t-tom. •(JW1aYt-LOLL PW LBW-643-6371 _V L1� `�', 11:61benOa4.com w fc9d'mgentrtan.Wm DRAWING N. QNQ1_ EB-0006719 m. WALTER A TILLR Jr.P.E ,n.w rnasr� AHa an.w mnvmt wrz P.E-'SFAA/6MXIAI1 RE/DATE- FLORIOA_lie._8"167_- _ t. an txH_a�An a______-._ _ sTIEET�T=GF-i3=- -_— ®+ A 4 2 or•3 IV/ 13 O 16 17 oR 19 r OOG O �J (2) - w w Icy oN OSC. FORL 530�* xf1J ♦ n 20 ♦ NOTES ON & LOCKING TUBES C81 AT(a)& SQ. X J UP TO 98• 0 1.TWO (2) @5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE (3) AT 30°O.C. AT 30" O.C. FOR SPANS UP TO 99". USE THREE(3) FOR LARGER o FOR SPAN' LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY RE (moi, 1O THAN 99'UP TO 144° INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CENTERPIECES 400R®. LOCATION OF ®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w vwi Lt 2. (2) LOCKING TUBES p6 SHAL&ALWAYS BE USED TOP & BOTTOM AT N q PRODUCTS CENTERPIECES'(j4]0R 5 AT ALL INSTALLATIONS. LOCKING TUBES I SHALL BE SECURED WTI) LEVERS AS SHOWN ON SHEET 9. * OR 8 (2 T SEE LIMITATIONS FOR®ON SHEET 2 I 1 [SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, FOR 6 1 O 1 O+ 3 , O+ 1'6 ,�p,+ 1 3 , CONCRETE, CONCNC RETE BLOCK OR WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION N. T. S. 46 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECT OHS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. (loll•SER A• TI(Z SEE SECTIONS 1W & 2W ON SHEET 10. (1 t2�• 6,-t. SEE SECT ONS 4W, YL 4AW & 7W ON SHEET 11. 1CEN• •••.✓ - SEE SECTIONS 7AW, 78W, SW & 14W ON SHEET 12. t _••J S FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zona) IVO,44167 02017 nLTEtD mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DwTm BY.r FOLDING SHUTTER CORP. °'ATE :. I L E C O�N.. DATE 7089 NFMSIREET PLACE •(,�(.F tl T1WT TESTING!ENGINEERING,COMPANY-uw. 17-082 • , `v 11 Y "=$—xn s,nt w, ' wm,�s,t aa,ee WEST PRIM BFACH.R SHt] glemrm:(awP��-�e�. Plc tBDO-847-6]71 E7 ••••• 6� , EB-0006719 0006OaaLcom wn.foltlingaftuLLem.wm DRAWING Na �ONgL EN R A TILUrJ �'•� ' YIALTER A .. f Jr.P.E. co w r.r ar.r camnm ua -P.E•SEM/.✓jNYfAIIIRE�DATE__- FLORIDA Dc.-B 44167 POURED CONCRETE-� OR CONCRETE BLOCK \ WALL REQUIRED., OPTIONAL RAIN HOOD OPTIONAL RAIN HCOO POURED ED.CONCRETE EXISDECORATG NON STRUCTURAL WALL CONNBCfKIH'c / 0.060'THICK S.S. (NON-STRUCTURAL) (SEE SHEET 13) %/ ROLLER HOUSING (NON-STRUCNRALJ 6 1.000• 2.5CO'MN. b 7 MIN. ED. _w (2)NYLON ('� aoLlERS II z -'�Y as' CONNECTION L2 / I��—_L � v�(SEE SHEET 13) ^ RAIN No(NON-STRUCTURAL) I ' O.B55'o(TYP.) � 3III •i /10 x 3`S.S.S.M.S.W/ ti -- ' -OJ7J'LONG NYLON - -- 3/16'ALUM. w / 3/I6'ALUM.-POP RIVETS. 13 BUSHING W/A 0.150' COM, pop RIVETS, •z / O 18.O.C. (•• $ L LONG TOP SECTION O.S00• 0.163•x0.270• O IB•O.C. Z //// ' I 4 MAIL) O.D.AND 0.245'Ld.AND 1 /• (1 x0.030' 14 o IIW BUflDEX 0.227'LONG BOTTOM ULTIWA9 1 iAPCQY W/ADVANCc'D ' SECTION 0.320'0.0.ANO WEATHER J MIN.SEPARATION I THREfOFORN TECHNOLOGY ' 0.245•i.d. STRIPPINO EA. _ POURED CONCRETE TO GLASS OR 1/4'0 ELCO (TYp.) SIDE(7YP.) �y OR CONCRETE BLOCK (SEE SCHEDULE Jr CONSTRUCTION PROWCIS I 1/4'o x 1•TEK I Or �g WALL REQUIRED. ON SNEEf 1J) �Or a� CRETE-FLEIf W/1 3/4• S.S.LLS WITEW H NUT x1• 3/16'ALUM. f & / 1 MN.EMBEDMENT O 6'D.C. 1 WASHER O 4•D.C. O 1B'O.C. 1 or POURED CONCRETE ��f I OR CONCRETE BLOCK MIN.SEPARATION ' Or WALL REONRED. ( I 1 Of ' IS TO SCHEDULE t / �:f yl ON SHEET 13) �� I 1 • j I MIN TO SEPARATION ON POURED CONCRETE 4 f —(SEE SCHEDULE OR CONCRETE BLOCK �S II ON SHEET 13) WALL REQUIRED. 1 or (SEE ECTIDSHEET 3) % ' 0R I'TEK 6 4 o x1' f •Z WASHER.0 4•D.C. S.S.MS WITH NuT dt /1w-S.S.sM.s.W/1/2'd_ % 1/a o ITw BuaDTx 1'LUNG NYLON BUSHINGS YJ AOJNiCm COP0=113eP�111, (Typ.BOTTOM) ANO 3/4• THRFAD-O R 1TECHNOL Q(SEE TION LLS M�S�GEx( ) AT WALL FACE MOUNTING INSTALLATION ON P DD��Ts 2 eAN.EMBEDMENT 0 O.C. ' (2'x4'MAX.) SECTION WALL FACE MOUNTING INSTALLATION w50 x OR / (� SECTION 1 1/2— SPAONO AHHOR / SPACING O O -GROUTED BLOCK REQUIRED 1.000�, 2.500 MIN. (MIN.f-2.kai GROUT)OR MIN. E.D/ -STWG ON STRUCTURAL POURED CONCRETE j YIALL TRIM(DECORATIVE SILL) O 0 O c6,1 ANCHOR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 II,„AA..r,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE 111111 Q`��`�'A I/Z4��e MA%, A.S.D. DESIGN PS�CR IONyG - +65.0. -90.0 PSF & CONCRETE BLOCK ��CE SF ''�9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) .SCALE: N.T.S. ' Q, ®2017 MUTECO NC. DRAWN BY, . ,* 4167 ; TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM M.L NOTE FOR COMRINATION OF SECTIONS: * E.D. = EDGE DISTANCE * ' 07/20/n 1 L E C O,Nc. FOLDING SHUTTER CORP. DATE IN MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = O 1• TICCIT TESTING -ENGINEERING COMPANY WEST 0�BG5�CH.FL JD3413 IN ANY WAY TO SUIT ANY INSTALLATION. s „ C••�``4'tr� WhyµN.]NµSu.SY.Tal.YafD.+. 6up_M1 J]tw 17-082 ..R:Iva.r..:faun-,v, PH:1eo0-647-W71 d:4lteco0col.com >mruok6ngaNUUansam DRAWING Na ES-0006719 t SEE LIMITATIONS FOR®ON SHEEP 2 WALTER A TILUr dr.P.E. ua —_ _ P.E.aw�ml;gATURE/DATE_ ___ ______ �RId1 lia.8 44167 m/ml,> :SNEEi__5.-0!IS_ - 1/4"0%3/4'TEKS'SCREW OR 1/4'a 3/4' BOLTS W/NUTS&WASHER O B"O.C. 0.060"THICK S.S. 1 POURED CONCRETE OR ROLLER HOUSING MIN.SEPARATION I MIN.SEPARATION CONCRETE BLOCK WALL 1 TO(LASS I i0.GLASS REQUIRED 1"-(SEE SCHEDULE (SEE SCHEDULE E0. EO. OPTIONAL RAIN HOOD ON SHEET 13) T Or 'a CONNECTION 04 (NON-STRUCTURAL) .1 ON SHEET 1J) 1 or aid (SEE SHEET 1J) gra].1 !g ®t /10.3'S.S.S.I.S.W/1/2% ALTERNATE 3/16'ALUM. ALTERNATE J/16'ALUM. 3/4'LONG NYLON BUSHINGS POP RWEB O 5'O.C. PCP fl1VETS O 5"O.C. 1 ,t ayp.TOP)AND 1"LONG(Typ. AT REAR.1 AT REAR: 1 n BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) I 1 i/ 'W ( NYLON ' ROLLERS di__ / B50(TYP.) ��n+ I a. +3 I E0.E0- 5 s nr1a _ __ ._ 3/16'ALUM.POP RIVETS 1 n 5 0 16'ALUM_PCP SIDES 0 O 70'O.C.80TH SIDES 5 // RATE � O 10"O.C.BOTH SIDES LEG h AE 3/16'ALUM.POP ORIENTATION B RMETS O 18'O.C. E0. E0. #10 a 3'S.S.S.M.S.W/ 0.373'LONG NYLON ONT.0.163", RUSHING W/A 0.150' I / / MIN.3/4'PLYWOOD LONG TOP SECTION 0.50!1AN' MIN.SEPARATION 0.27010.0`A' MIN.3/4'PLYWOOD c 1 2'MIN. O.D.AND 0.243'I.d.50' TO GLASS UaiwoB $ REQUIRED / REOUIflfD WEATHER 1/4'o TAPCONS OR 0.223'LONG BOTTOM (SEE SCHEDULE STRIPPING EA. 1 or °J / CRETE-� Qx SECTION O.J20'O.D.AND ON SHEET 13) SIDE ,� 1/4'THRU BOLT W/ 0.245''d. �') t AT ANCHORS 6 O.C. WASHER&NUT O 10'O.C. Oyp) a V i7 g EACH SIDE. 1/4' NOLT W/ / a.W 1/4'-0 TAPCONS OR WASHER &&NUT O 5'O.C. I POURED CONCRETE OR - CRETE FLEX ANCHORS 6'O.C. CONCRETE.BLOCK WALL or REOUIRW 2'a4"OR 2'a5'x1/8' POURED CONCRETE OR 5'a3'a1/8'6063-T6 CONT. ALTERNATE 3/16'ALUM, ®t 6063-T6 CONT,ALUM. CONCRETE BLOCK RLL ALUM.ANGLE OR BENT PLATE. POP IWETS O 5"O.C. AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION � ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 DESIGN PRESSURE RATING° +66.0, —66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING= +66.0, —66.0 PSF i - W �a % s •i n 5 �3/16'ALUM.POP RIVETS OI MINSEPARATION = 10'O.C.BOTH SIDES TO GLASS O (STEE SCHEDULE j I ON SHEET 13) a w m>: ALTERNATE LEG T or . '- - E0. EO. I ORIENTATION t w CHOR (XN11 C3ORIENTATION LEG (SEE SHEET 13) dt ANCHOR c I' / ORIENTATION 1/4"0•3/4'TEKS SCREW W/ POURED CONCRETMOR 5/8'WASHER OR 1/4'•3/4' o CONCRETE CLOCK WALLIRED BOLTS W/NUTS&5/8"WASHER.0 w n 4'O.C. <a3 BUILD—OUT FACE MOUNTING INSTALLATION s e 3 0 SECTION 4 ( �� 8 1/4'0 R 1/a 3/4'TEKS SCREW POURED CONCRETE OR�j E0. EO. &5/84•WAS ER O 6'3/4'BOLTSO.C.NUTS CONCRETE BLOCK WALLINSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUI D"O" MOUNTING INSTALLATION `. SCALE N.T.S. 411 {,.a BOMW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * No 44167 ®Zan mreco INC. TITAN II FOLDING-IMPACT PROTECTIVE SYSTEM DRAWN�` E.D. = EDGE DISTANCE W.L.. 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C 07/10/17 IN ANY WAY TO SUIT ANY INSTALLATION. ' E C Q,„e, FOLDING SHUTTER CORP. DATE 7089 X6RlREET PLACE 1 TIWT TESTING&ENGINEERING COMPANY ? SEE LIMITATIONS FOR®ON SHEET 2 =__� .,,� „ '4 6At Nr.W.-ta.-.;a WU!A aaDeNe n wI t WEST PALM BEACH,FL ms41s 17-082 Rmn.r(0ap ob)1-�mo.IDA (>otb11-1x.11 PH:1800-643-6371 S'O�QI'rn,`���111 0iC Gltec000al.— DRAWING No C` tft ES-0005718 r t WALTER A.TILUT 41 P.E 'en.w aoar.noe uta m.w ooxns oaa - _ — --- -- -- - - ------ - -P�SEAL• fNAtURF/DATF-- 170R1�Ue,_�44167 . aA 16-01. 011xlla_a_ _ /g � MIN.E.D.— EQ. 0. .D.EQ.0. POURED CONCRETE CONNEMTIG1 C5 REQUIRED (SEE SHEET..13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)NYLON ♦ #10x3'S.S.S.M.S.W/:1/2.0 ROLLERS...0.855'0_MP.) _ x3%4"LONG NYLON BUSHINGS, n o (i),P.TOP)AND 1:'LONO,(TyP. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING.(M.) B10 x 3"SS.S.MS.�W/ 0.373'LONG NYLON I 3/16ALUM. BUSHING W/A 0.150' E P.OP-RIVETS, I LONG TOP 5_CTION 0.5DO" I 0 18"O.C. O.D.AND 0.245'i.d.AND ! .CONT.0.163'x0.270%0.030" 0.223'LONG BOTTOM { ULTRAFAB WEATHER SECTION 0.320.O.D.AND STRIPPING EA.SIDE(TYP.) 0.245'i.d. (n.P) �' N.SEPARATION 8 1 ®t MIaN U I TO GLASS 3 ( t t m (SEE SCHEDULE - w MIN.S PAR4TION I W ON SHEET 13) TO GLASS I m (SEE SCHEDULE I \-Oor MIN.SEPARATION I I o ON SHEET 13) y , I Y' 1/4'o i 1'TER SCREW OR TO CLASSFRWAIN uW=i t 1/40-20•x1'S.S.MS WITH (SEE SCHEDULE OPTIONAL UCT GUARD i i NUT&WASHER 0 4'O.C. ON SHEET 13) (NON-STRUCNRAL) F 7 T Lm{ ALTERNATE 3/16'ALUM. 1 POP RIVETS 0 5'O.C: 1 I OPTIONAL RAIN GUARD AT REAR. I (NDN-STRUCTURAL) I n S e j o ALTERNATE 3/16"ALUM. ' .n13 vj as' 9 ALTERNATE LEG I n POP RIVETS O 5'D.C. 3 (n S LOU.RON WRH AT REAR. n a 3/16 RWM,POP RIVETS ANC4 comar ION C7 O 1n 9 0'O.C.BOTH SIDES (SEE SHEEP 1J) a 3/16"ALUM.POP FIRM 0 10'O.C.BOTH SIDES _EQ. E/ _ EDGE OF / APPLICABLESLAB I / SE AB IF POURCONCRETE CSN DB APPLICABLE REWIRED Cs ED (SEE SHEEP 13) Ea.. E0. PWRED CONCRETE POURED �•MIN.E.O. REQUIRED CONCRETE / REQUIRED. CONNF�'TWM •MIN.E.D. •MIN.E.D. (SEE SHEEP 13) •.MIN.E.D. _TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. 11111�� `NI ;'\QI:Ns•�b."C FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: # i NO.4'P I V T = ®1017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ��BY' E.D. = EDGE DISTANCE 1- MOUNTING.SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS.ON SHEET 13), a' 07/2o/n IN ANY WAY TO SUR ANY INSTALLATION. ST ; 'L E C FOLDING SHUTTER CORP. Dire 9•'•• n 7 .• TIWT TESTING&ENGINEERING COMPANY 7069 HIEMS RELT PLACE •.•`O � 41sT KW..wn.sk s xa llxcru wwa,n MESS WEST PAL1 BEACH.FL 33413 1 7-082 i SEE LIMITATIONS FOR ON SHEET 2 `a.-mT'e'wt...9-1�wm-111 ..�w.l1800-643-6371 ld� �7m ® fs15'�Ila, �G �'lll EB-0006719 �•� DRAUINC Na WALTER A TIWT Jr.P.E. �'a uu '"•s FUOR10A_Ue:_g_44167 - --a0_o—o,• m/s/n - -SHEET=7-0F-13- POURED CONCRETE OI CRoRm CONCRENE� 600D'IIAx 8 SPAY WBE.Pm sCMECRE BLOC(WALL REOURED (SEE SOLE) OYP HORS on OF J /4-0 TAKONS ANC (SEE SCMDVLE) X X /. � � TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) TIL (6)1/4!,3/4"TDCS SCiEN - AT T'O.C.lDNd1UD.y. O o CI _ _ 0 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS SPAN WBE PER SC1r `E - - --------- - TUBE MAXIMUM SPAN LENGTH EA. END PER'END OF TUBE PRODUCT aces-m ALLOY -o o O Q o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM LRva `m*a -1/r..3/P roc SCREW 1/2.�: TUBE TUBE TUBE O S•o.G y s14-«s•.]•« 14'«J13'or I 60" 106.0" 13 8 :3 12',1/4',IFNCM ]'.211/1'.LENGTH &>i T6 AWY.ANGIF No-Y6 ALULL ANCIE y� 2"x4"x1/8" 96" 85.0••. 17 10 (SEE-211( (SEE SC,IEOULE) LruL OGLE 144" 69.0" 13 8 3� (TYPJ B1' - _« 80' _117.0" 17 - -- --1�- ---- - - - -- 6661-re 1�t a,/z• 2"x4"x1/4" 96" 110.0" 21 12 (SEE scnmuLE) at W AN Tu EC. 144" 91.0"- 21 12 .SPAN IVBE Lm 80" 109.0" 17 10 TYPICAL ELEVATION (TUP1 BE AT TO SPAN TUBE MOUNTING INSTALLATION suu N.Ts- 2"4"0/8" 96" 100.0" 21 12 SECTION X 144" 81.0" 17 10 " eiTS sPAN ME LEN 4 'NN. 80! 124.0" 21 12 r� OPENm x+ ^'P• 2"x6'xt/8" 96' 714.0" 21 12 aT 144" .93.0" 21 12 t 3'.4'«s1]'G *VAUD ALSO FOR MIDHDGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE ]1211/41 LENGTH ]'a4'«]-,]•.ar Bob]-T6 A...AxGTJ: 'a t � �".V4'.LETIGM SHUTTERS HEIGHT ABOVE&BELOW DOES'NOT E%CEEO THE MAx.PRODUCT SPAN (sm sCHmuLE) .. m Ta ALULL ANGLE SHOWN ON TABLE 1. (SEE sa LE) Y Y a� TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM 'j iµ•.,sp•TEx scREw o 0 0 o o\ I TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS t 0 6'o.c SIZE SPAN SPAN LENGTH EA END PER END OF TUBE _ r.4'w s1s•or \ SPAN mM PER SCFODIILE -- --- ---------- ' 1TQ11/a'.LENGTH bow-m Aurn - - uU.ANCE 60" 76.0" 13 12 s/4'Toll scN¢x• a (SEE SCRED1,E) 2"x4"x1/8" 96" 60.0" 17 15 6.000-YAx. AT 2'O.C.31vwLONG"JO64NLY. I6N,SPACWG SPAN WBE.PER SCHE ( 6oIDULE) BELwE7N ANCHORS MP) 144" 48.0" 13 12 POURED CONCRElf OR GROUND CONCRETE (2)ROWS OF 1/4Y TAPODI S 60" 87.0" 21 1 B eLOCX WALL REC AREo Amam(IOU.)Ism scNmLt7 TYPICAL ELEVATION (TUBE AT ROTTOMI SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96" 79.0" 21 18 --- (6)1p•,,]/r TEKS SCREW -SON_Y YaA.1/2 -SPAN TBE LEN 144" 65.0" 21 18 'ED. r. T '«]1211/�' 80" 77.0" 17 15 AT T'O.C.LONGNUCNALLY. 4•LENGTH 6083-76/LULL ANGLE �) PETTING WJ) 1/2'ttP. (3)RM OF 1/4'. (sm scHmuE) I 2"x5x1/8" 96" 70.0" 21 18' TAPGONS AND.= « (YP.)(SEE SLTPOULE) a t 144" 57.0" 17 1 15 80" 88.0' 21 118 at e [ 2"x6"x1/8^ 96" 81.0" 21. 18 J : 144 66.0' 21 18 Z Z o o o o, o INSTALLATIONS DETAILS W1 SPAN TUBE INTO, POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL •I 0A00-YNt. •6 OG -------------- (sEE sCHOULE) O O O O O O SAN neE PER.scHETnaE SpAANY1Vgg SCALE:N.T.S. 600=T6 ALLIT I o O O O O o lI/iIJE PER sCNDIRE �/!�� �o NAx,A.S.D.DESIGN PRESSURE RATING 272.0 PSF ER'A. TjO 1a'«J'.3'or \t` �4' JVT,T,r]�11/4•` 312.1/4' « LENGTH 6a6]-T6 a Al (sem CwaLL - FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) ALVY.ANCE at (SEE N 0:2017 TILTECO INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° rn: No.44167 ,� CONCtlE E « ",9 FOLDING SHUTTER CORP. °'ATE OR cmcRxDE ' PENPlG.Y00 at r:•,• IL ECO TNG. DATE BLOCK WALL asouwm J'a4'w Su'w]12-n/4' �'•R TIWT TESTING.ENGINEERING COMPANY 7089 XE]ISIREEf PLACE (0)1/a'.]/.•lEx$sCNEn LENCM 606]-m ALM ANGLE /r'•: •V ,`` nw NY.]fU.sL.Sb.xs.w+GTaA cw6C3.it aT166 WEST PALM BEACH.FL 3x13 17-082 (SEE sLRmuLE) TYPICAL ELEVATION (TUBE AT MIDHEIGHTI (� i.,OFZI P:•:'\�•, L, P,�„:�6s)6T,_,aT6,Fm;(>6spn_,,,, PH:leo°-6a-6371 AT 2'GG LONCND:NLLLY. SCYE: ,s = 1J rY •••.... NN'•,1 -m is mLocooua.com weV f krgSAYLL08COm DRAMNG No SPAN TUBE MOUNTING INSTALLATION - / WALTE®A°TILUT1 Jr.P.E. L"T It SEE UMNTATIONS_FOR_®ON SHEET 2 s; - -- - - "P.c...5„ rJy7TU(IE/GATE F10RI_DA Ue.Q 4467 - oTi onT m - SGVE H.TS. 1/4.4.1 3/4- MIN.E.D. FlTAPCONS/CRETE-RD( y (SEE SHEET EXISTING GLASS y ANCHORS O la'O.C. 13) EXISTING STRUCTURE MW.EO. F 5.75°'MPJ EXISTING (SEE SHEET 1J) IXISRH1 O STRUCTURERE E/ $YRUC7U� J/Ifi'POP RIVETS OR 3 ENfFRPTMRIAM"I& / OR 1/40.0 3/4' DIO DYP•) 1 TAPCONS/CRETE-REX 1 15 .1 1 / ANCHORS 0 1B'OC 31 ort 1�t or.1�t or &t a �rOa o 16 D.c. or 1A t W W WALL FACE —— --� END CONDITION 90 0 18 90.01 90.01 2 \ BO.o 3/16•POP RIVETS OR 49. / 8 4 SH WN 1/4'.3/4'TERS O / / 1B'o.°. R) �� (LLYQiS INTEpRt'.]J OR R) \� EXTERIOR X0�„) (1)O3 0 30'O.C: IP FO D.C.. O / MIDSPAN FOR UP TO 99' SPAN k(3)05 O 30' / SPNL A")APF” J) O 30' O.C.O MIDSP FOR UP 13 HORIZONTAL SECTION 20 °'°4:)AN(7MINU8 i8 SCREEW W SPAN N 18 / HORIZONTAL SECTION $CREW MY BE INSTALLED INTERIOR OR EXTERIOR) ( INTERI°N IN OR EXTERIOR) (LEVERS EXTERIOR) OR EXTERIOR) I /16'POP RIVETS °fl V4'+a *MAY VARY AT LAST SLAT AT TWIPPED INSTALLA710N5 sa i"Ts�iLior°MiwcLE l 1EK5 0 1a o.c. 'NI4 OR 4 OTR / TAPCON/CRETE-REX SHOWN TAPCON/CRETE-FIEx SHO t SEE LIMITATIONS FOR 1O,ON SXEET 2 ANCHORS O 19'O.C.'TO \ AHao9s a Ta'o.c.To \ 3 / EXISTING STRUCTURE IXISTING STRUCTURE UISTWG.STRUCTURE BUILD—OUT 1/Y 252•.1/e-CONT. MIN. 6OU-76 ALLOY ANGLE END CONDITION J/I6'POP RIVET` E0. E0. OR 1/4'.,3/4'TIXS GR'. EXISTING STRUCIURE� END LOCK ANGLE /4 NUTS"3/4'O.C.BOLTS W/ END LOCK ANGLE O/4 NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION Y.2-.1/9'6063-T6 1/4'.3/4'W CONY.ALUMINUM BEAT ANGLE SCREWS ATTACHED TO ONE ONE LOCKING TUBE, PART �%SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR�OR (Z)@ CENTERPIECE O 6.O.C. INTERIOR.CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM,LOCKING TUBE (a A. S o.30-To owSSPAH FOR U TO9B'SOLID THERMOPLASTIC TIP MBE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE. sPAN.t(3)1�5 o Jo' 0.357"x0.357"AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING,TUBE ®AND SECURED o.c..o uIGSP FOR UP 10 144•SPAN(THUMB INTO IT WITH A 0.120" CIA. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTERIOR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF'THE 4 OR 5 ALUMINUM LOCKING TUBE 88 , A 2-PIECE, THERMOPLASTIC'LATCHING MECHANISM MUST BE INSTALLED. ONE �� �S SHO (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @8 . THE TOP'OF THE PIECE MUST INCLUDE A 0.684" (LEVERS 11 10 DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 100, t� SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (MAY-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LLVERS INTERIOR 4 OR(5� OR FxiETIIOR) SHOWN (F�AArAAii��� .ALTERNATE LOCKING 'SLAT CORNER LOCKING DETAIL fltlLl'•�ER A. TINHORIZONTAL SECTION .1 Q�', - T✓.c. FLORIDA BUILDING CODE.(High & Non High Velocity Hurricane Zone) YV 02017 TILTECO INC. DRAIN 11 FOLDING IMPACT PROTECTIVE SYSTEM °.1 BY:END INSTALLATION DETAILS INTO CONCRETE. N ais" '. 9.1. CONCRETE BLOCK & WOOD (AS APPLICABLE �® IL E C O qac. 0/17 FOLDING SHUTTER CORP. °"ATE DATE ,` ••, TW7 TESTING B ENGINEERING COMPANY 7068 MEMS'iREEf PLACE R\ 9a5 NY.MN.S sH.a9,V,GMA GAV FJ a R 91aa WEST PAW BEACH,FL 33413 17-082 O•• '•`V 1� piu..81m�fin-Taw. :tx5)a91-191 P14 ta0o-643-5371 /N"••:�ORIDP�'�� t - iI:tflWcaGcoLeom ...tolmn9.hute.— DRAWING No C, • ,It EB-0006719 na WALTER A TILLT Jr.P.E. _ _ _ ____----- ___ _ _ •.y. ••1 AI.0 - _ FLORIDA Lo.§44167 _ _ _ .SNEEL9_OF�J- _— [21 a21/B' 1 .2.ANGLE Duan-our Mount PER SECRON 4,SHEET 6 A A (2)3/16•POP RNE75, 2•a 2•A 1/B• EACH LEG OF 2'r 2' ALUMINUM ANGLE MGIE I MOLE LEG MAY FACE - - - AWAY FROM OPENING to (AS SHOWN)OR TO'NARDS ti OPENING.NO ANCHORS $ - REQWREO TO HOsr 13 a stRUCR,RE nv 19 DuILD-our NouM PER SECTION 4.SHEET 6 (2)3/18'POP RIVETS. EACH LEG OF Yat' ANGLE ALTERNATE WALL EXTERIOR ELEVATION ANBD SILL SimLAR AT SIEAD DES PLAN VIEW A—A No FOR ONE OR BOTH ANGLES OF PROD II0 a ,,OI OPTIONAL SIDE ANGLE (2)f 1/4•P A 3 op Imo/ `I 1 1 2'a l l 1 B'.0'-2' T)1 Ofl]/1 B'PoP / /2'• / (FOR SECTION 4,SHEET B) RIVETS PER ANGLE TO MIN.ALUMINUM ANGLES TOP& TUBE BOTTOM OR T0,WALL(2 REQUIRED) (2)1/4'0 TAPCCN/ CRETE=MCHORS EA MCLS TO SLAB 0 e ® 1/4'o a 1 3/4' FE11 PIECES_lTAPCOHS/CRETE-FLIX el END OR L END BE MT MCNORS O IB'O.C. 0 'SpO� 3/16'PoP.� TIERS OR EXISTING STRUORIftE fjCp •• 0 1 •D.C. TIERS 0 3 1x•a.a 3 1/2-ANN. IB CORNER POST W •EDU.OF"CONCftETE ISOMETRIC SLAB END PIE AT TOP AND BOTTOM SLABS '�9 END OR �Y BE FIAT 2 TRAPPED END CORNER POST CONDITION Wf FLAT END HORQOMAL SECTION 111 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) lili ;y`ie`1 0 201 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM END END INSTALLATION DETAILS INTO CONCRETE, B.L CONCRETE BLOCK & WOOD (AS APPLICABLE IL E C o�N�. FOLDING SHUTTER CORP. °'DATE TIWi TESTING tk'ENGINEERING COMPANY07/20/17 7069 HEUSTREET PLACE G i (:(`� • � WEST PALM BEACH,FL 33413 £• •}FT li'', „ 4 eaa .]w�n.s,.aos,vaavA GNaaNNs:n aa,aa 17-082 0: L.— tan PTI:160 gahu ft 6571 `L�•• Y'�� `1 a-m R: OD06Oc W.com ,r,n./alEinpal,uaen.eam DRAWING No EB-0006719 WALTER . AB .P.E. FLOIGALL ---- 4167 tw.r 4eK>Dlc+ otn tay.w ota,rzmm o.n t --m u-eu m/:a/n a- - - SHEET-9A—OF—:L- — r— - WALL 11NISH OPTIONAL FAN HOOD (NON-STRUCTURAL) WALL FINISH S 0.060'THICK S.S. #10.LONGNYLONBUSHINGS(Typ.OT P)4• HOUSING IRON_— _ ____ ___ _ AT ROLLER HOUS NG B(TYP))•E%CEPici �ROLLER �- 0.060'THICK S.S.ROLLER HOUSING (-' _ (2)NYLON II OPTIONAL RAPD HOOD ROLLERS " (NON-STRUCTURAL) 0.855.0(TYP.) o 61 2'x4'CONT.WOOD I 3/16•ALUM.POP HEADER REO'0. /10 a-3''S.S.S.N.S.W/ RNETS,O 18'O.G. Y I 0.777 LONG NYLON CONT. l _ CONNFCIiDN Cl BUSHING W/A 0.150" 0.163'x0270• I g Ir ' LONG TOP SECTION 0.500' �0. K O.D.AND 0.LID i.d.AND ULTRAFAB or 0.223 LDNG BOTTOM WEATHER \ SECTION 0.320 O.D.AND STRIPPING FA. t w 0.245''.d. SIDE'(TYP.) • c I 7/16'ALUM.POP (TYP.) :8 ��u, I RIVETS,0 18'O.C. W '3 > /LASS I MIN.SEPARATION MIN.ro TION 2'a4'CONI.WOOD TO GL0..S '^s HEADER RECD. (SEE SCHEDULE I Of (SEE SCHEDULE I or t ON SHEET 13) �],t ON SHEET 13) IT1' u 2'a4'CONT. PLATE RE'D. I ?= WALL FACE MOUNTING INSTALLATION w I SECTION 2W (TOP 7 s - I i 1 � cma1Fmm GT `111 I -WALL ONISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD LI,� E ✓ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEEP 2' ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAY W.L. NOTES: NO.4 8167 NOTE FOR COIABINATION OF SECTIONS: 07/20/17 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO '.-C t. L E C_0,,,, FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- AfOUNTING SECTIONS CAN BE COMBINED t,• O 70119 HEMSTREET PLACE IN ANY WAY TO SUIT ANY INSTALLATION. •Q';.' TILLIT-TESTING&ENGINEERING COMPANY WEST PALM BEACH.TL 33413 O s OR' !• �lQT. 41v w.w.xa$4 tl..Dos,aaarA a�xaD+s.6 maa 17-082 , xw,-,aT, PH:,800-hal-6371 [ e-mod:UTtecatMol.cam w faldingaautt—m DRAWING Ne {7 EB-0006719 WALTER A.7,LLIT J.P.E. caaa,m m.a nn EET_Yo- - — _ SN or 13 1/4'0 z 3/4'TEKS SCREW OR 1/4'•3/4' BOLTS W/NUTS&WISHER O:6"O.C. / 4'MB'(Min.)EXISTING WOOD BEAM. REQUIRED.STRUCTURAL ADEQUACY \ OF EXISTING WOOD BEAM TO BE / CERTIFIED BY REGISTERED f ENGINEER OR ARCHITECT PRIOR / -WALL FINISH .060,THICK S.S. ? SEE LIMITATIONS FOR ®ON SHEE( 2 TO PRODUCT INSTALLATION. i ROLLER HOUSING EQ- V.4' %2'•4'CONT. CONNECTIONG WOOD HEADER> OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'D. - EQ. E0. (NON-STRUCTURAL 1- MOUNTING SECTIONS CAN BE COMBINED OONNECIION CIS S.S.S.M.S.W/ 1/2.0 R3/4" IN ANY WAY TO SUIT ANY INSTALLATION. LONGNYLON BUSHINGS(Typ.TOP) AND 1"LONG(Typ.BOTTOM),EXCEPT AT ROLLER.HOUSING(TYP.) NOTES: - - OPTIONAL RPI,HOOD \= 1 (NON-STRUCTURAL a __ (2J'NYLON I +.� 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO I, / ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL A -------I-- II.,.855.0(TYP•) I e� j i ll' II II 18 3/18•ALUM. 70 x 3'S.S.S.M.S.W 0.373'LONG NYLON ALTERNATE I 8 POP RIVETS, D.EUSMNG W/A 0.150/LONG TOP SECTION 3 ALTERNATE LEG - O 1B'O.C. °.SDO'O.D.AND 0.245'i.d.AND 0.223'LONG I I POPeRIVV TS I LOCATION CONT. ? BOTTOM SECTION 0.320'0.0.AND 0.245'Ld. O 1B'O.C. (SEE NOTE ) w63.0.270".0.030ASWEATHER 1 ULTRFPABWEATHER - (Trp.) LBM. lION I STRIPPING EA.SIDE TO CLASS (TYP) I I -D or 'a.1.�c L (SEE SCHEDULE ON SHEET 13) I I "i MIN.SEPARATION I I I I f or (g t a W MIH.SEPARATION w N 8 TO CHERGLASSI I TD C1A55 I I (SEE SCHEDULE (SEE SCHEDULE ON SHEET 13) I 1 Or ON SHEET 13) - 1 I I vI ALTERNATE 3/16 ALUM 7 -; } Of �1i 1 ALTERNATE LEG Of T POP RIVETS 015"O.C. - - LOGLTION OPTIONAL RAIN GUARD _ B ALTERNATILEG ON AT REAR. - i ��� f�-;T�_ _ (SEE.NOTE•) - (NON-STRUCTURAL) j I.I LL �J II _ (SEE NOTE•) I ` jj u T ____._7._ II OP ALTERNATE O.C. I I __li II ;n I i I1 f(AT REAR. wig WOOD PLAT _-___________ o .a CONT E`__ __�i_____.r_.� li na a 11 y I y g REO'0. I I ii n 9 / ___________ L o n3 3/16'ALUM.POP RIVETS -----------'-- i9 a O 10"O.C.BOTH SIDES w 8 c nl n 31 3/16•ALUM.POP RIVET .0 S O ED. E0. O 10"O .BOTH SIDES 2'x6'MIN.WOOD EQ. o 8 EO ED. y ` 1 DECK REQUIRED _ 2'a4"CONT. 1{'l`' I �� 1 I� 1/4'0 v 3/4'TEKS SCREW (NO FINISH ALLOWED) 1/4'0:3/4'TEKS SCREW WOOD PLATE ` ' I OR 1/4'x 3/4'BOLTS W/NUTS W/5/8•WASHER OR REO'0. �/' ` 1�I 41 ±I &5/8"WASHER 0 67 O.C. CONNECTION C5 1/4•x 3/4'BOLTS W/NUTS& 1 I I11 CO04 1 III 5/8'WASHER 04'O.C. / `d@q, OONNECT1014 C3 f 1' I �3 WALL FINISH 2"MIN.E.D. 2•MIN.E.D. //" I `--WALL Fl185H IV BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWv'(f96V0M) SECTION 7W t1'��� ✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE ;ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 1RTECO INC. TITAN.If FOLDING-IMPACT PROTECTIVE SYSTEM DRWN BY` 0.44167 YL INSTALLATIONS DETAILS INTO WOOD ' ,A ; IL ECO�N�. FOLDING SHUTTER CORP. °'n°"' -- SCALE N.T.S. ': V •" TIWT TESTING&ENGINEERING COMPANY 7085 HWSIREET PUCE �� I /? WEST PAW SEWN,F.3M1J 0•% s7ss H,r.]41,se.sa.ws,xAmw c,�E,4 n u,w 17-082 R :'\� P nw:e]WTm,-,A7o. :<d0�7,-,N, PH leoo-643-637, I \ t 5: 00067 001.com wv,lcl6nyahullam.eom PRAYING No EB-0°08718 _ • WALTER ORI A TWT 4r.P.E. �•°• FLORITIA_Llc._j"167 - ,.J� MINON TO,GLASS MIN.SEPARATION 1 8 (SEE SCHEDULE TO CHER - Or �i 1 ON SHEEP 13) i € 1 (SEE SCHEDULE _ �jV _ v I ON SHEEP 13) y� F Or (4 OPTIONAL RAIN GUARD (NON-STRUCTURAL) I/4'0 x 1'TEK I ~ ALTERNATE 3/16'ALUM. SCREW OR 1/44-20'x1' POP.RIVETS O 5'O.C. n S.S.MS WITH NUT h -^ AT REAR. g — — WASHER-O 4-O.C: I - _ __ - --0. - - _ n 3/76'ALUM.POP RIVETS n s O 10"D.C.BOTH SIDES EDGE OF SLAB _ , IF APPLICABLE -- _ _ EDGE OF SLAB ALTERNATE LEC&I r C7 _ IF APPLICABLE ANCHOR LOCATION -- (SEE NOTE N 1 61 - \`L 2'xK MIN.w00D -- `-- DECK REQUIRED (NO FINISH ALLOWED) CONNE7CIION CB EDGE OF 2"MIN.E.D. SLAB IF .EDGE OF Z"WN.E.D. APPLICABLE -- - SLAB IF APPLICABLE t SEE LIMITATIONS FOR ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION EQ. - - SECTION TBW (BOTTOM) 1 MIN.IED--J1'LAIN.ED. - NOTE FOR COMBINATION OF SECTIONS: 2'x6'MIN.W'D00 DECK REQUIRED 1- MOUNTING SECTIONS CAN BE.COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MM.SEPARATION FLOOR MOUNTING INSTALLATION Pa;E oW°°°` (SEE SCHEDULE SECTION 7AW (BOTTOM) NOTES. ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1 WALL FINISH (3)5/16-0 LAG EQ EQ 2' 2- SEE SECTIONS BW & 14W FOR MAX. A.S.D. DESIGN p '�\ or t a SCREWS W/2 1/2'MIN. MIN.E.D. PRESSURE RATING SPANS PENETRATION AT MIDWIDTH u oI (2')OF RPFTER/TRUSSES �. 8063-T6 CONT. p '/ \ ALUMINUTA TUBE f 1/4"x4'(6063-T6)FIAT EXISTING 2X WOOD PLATE W/7/40 xt"7EK TRUSSES OR RAFTER 2'x4"MIN.Wa00 1 SCREWS O 6.O.C.IN �, AT 24.D.C.IAU. STUDS O 16.O.C. 6ETVlEEN'TRUSSES OR 00 . 300' 1/8'x4'(6053-T6)FLAT —� PLATE W/1/4'0 x1'TEX r (2)1/4.0 TAPCON OR 1/4.0 CRETE-FLEX 119 SCREWS O 4'O.C.IN n 1 BETWEEN TRUSSES ANCHORS,OR 814 NO WOOD SCREWS OR 1/4'0 / 8 EDGE(IF APPLICABLE) NDS LAG SCREWS AT NIDWIDTH OF EA'STUD 2.1/2'Min.THREADED PENETRATION INTO WOOD }4}n STUD !r 1/4'0 x 3/4•TEX (2)NYLON 1/4'MAX.PLYWOOD EXISTING SOFFIT L I SCREW OR 1/4'-20 x 3/4' 0.�—E0. ROLLERS r 810x3"S.S:S.N.S.W/1/2'0 x3/4'LONG 1` I S.S.BOLTS 6' NUTS @ 0.855-0(TYP.) NYLON BUSHINGS(Typ.TOP)AND t•LONG 1 $ I 1/4'0 x 3/4'TEK WASHER®6'O.C. 810 x 3''5.5.S.M.S.W/ ( .)BOTTOM),EXCEPT AT ROLLER HOUSING p 1 SCREW O 6'O.C. 0.373'LONG.NYLON MOUNT TO'WOOD STUDS MOUNTING INSTALLATION BUSHING W/A 0.150' I QOM• I INSTALLATIONS DE,�GY�CIYC' �r:. SECTION 14W ,BOTTOM) LONG TOP SECTION 0.500' €, O.D.AND°.245'Ld.AND - °.163'x0.270' .. 0.223'LONG BOTTOM MIN.SEPARATION x0.030" (/ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF DLTRAFAB INTO WQQD,)) ..... �'�.. SECnON 0.320'On.AND TO GLASS WEATHER f Qw [',, Cp' ., FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone 0:245'Ld. SEE SCHEDULE I EN 5 9 y ( s1RwPlNc FA. or Qgl t o SCALE N.T.S. C S (TYP.) ON SHEET 73) i SIDE(TYP.) i "• No,44:91 •', 02017 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. 07/20/77 ri L ECO Wc. FOLDING SHUTTER CORP, -TE - HEADER TO TRUSS MOUNTING INSTALLATION �'., (�4+ TILLIT TESTING&ENGINEERING COMPANY 7049 KEMSIREET PUCE /f [`X9�(i x11 asst nv.lay.51.1V 141 NA9NA WIeo15,n I. WEST PAW BEACH.R J3413 17-082 •/�"� O V'::'"• 1 PMr+(�1WTe71�taJ0.ro.:(JO�y111-1811 PH:1800-643-6377 SECTION 8W (TOP) ^ (1 LL - Il:lmecooad.com ..vJamn98KNtem.cam DRAMING NO (� [s•'..,..•..• `{J 1 E8 X06719 MAX. A.S.D._DESIGN PRESSURE.RATING-+60A,_-60.0_PSF wALTER.AL TIUIT dr.P.E. �•"° � d+b a.... orx�n�, wb ._,P, Y•07447(1RE/DATE -- FLORIDA-u.-8-u16] -SNEET-I2-OF-13- MAXIMUM WIND PRESSURE (p.s,f:) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP-& BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4"FOR C ANCHORS) THAN MIN. E.D. .SHOWN ON ANCHOR SCHEDULE Mwuuu scars svA•+s 0 STEEL WOOD WIND 'M•xp� CONCRETE CONCRETE BLOCK Pr:6suRE PosnWE NEGATNE AT TOP CON. ANCHOR ANCHOR TYPE .ANCHOR TYPE ANCHOR ANCHOR 1+y-) PREssuPE PREssuRE a eons' TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 lb ft A B C A C E A C F 60.0" 60" 88 Ib ftC1 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psf 100.0' 100" 146 Ib ft 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/Fr 383 LB/Fr 432 LB/FT Cl 9 417 LB FT - 388 LB FT - 134 LB FT _1.44"_ 144' .210-lb/ft - 6 461 LB/FT 418 LB/FT - 12 3B7 LB FT 334 LBFT 166 LBFr 142 LBFT 271 LBFr 3 B 202 LB FT 60.0' 60 100 Ib ft 362LB FT250L190LBFT 18 LF3B0LB 12 375 LB/PT - 334 LB/FT 142 LB/FTC2 9 456 LB FT 40 psf 100.0" 100" 167 Ib/ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144' 144" 240 Ibift 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT - 60.0" 60.0 115lb/ft 9 390'LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT .329 LB/FT 6 502 LB/FT - 419 LB/FT 285 LB/FT 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375.LB/Fr 236 LB/FT 202'LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf 97,0" 97.0" 1B7 Ib/ft 3 813 LB/FT - 572 LB/Ff 326 LB/FT 304.LB/Ff 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 221 lb It 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256.LB/FT 393 LB/FT 3 760, LB/FT - 572 LB/FT - 304 LB/FT 144" 144" 276 Ib ft C4 6 592 LB/FT - 44B LB/FrI 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/Fi - 370 LB/FT _ 134 LB/FT 60.0" 60.0" 125 Ib/ft 3 972 LB/Fi - 682 LB/FT 389 19/FT 364 LB/FT 500 LB/Fi 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/Fr 89:.0 89.0" 187 Ib ft g 281 LB/FT - 224 LB/FT 81 'LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 L8/FT - 364 LB/FT 50 psf 100.0" 100.0" 208 Ib ft 9 226 LB/FT - 22 - 83 LB/FT 120.0" 120.0 250 Ib ft C5 6 42T LB/F7 - 334 LB/Fr 1'22 LB/FT 125 LB/FT 214 LB/Fi 155 LB/Fr 144" 140" 30D Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT' - 34 LB FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/Fr - - 138 LB/FT 102 LB/FT 3 681 LB/Fr - 70 LB/ - 250 LB/FT 81.0" 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - 207 LB/FT 153 LB/FT 9 .221 LB/Fr 251 LB/FT - 55 psf 100 " ft 3 B22 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 332' LB/Fr 378 LB/FT 323 LB FT - - 120.0" 120.0' 275 It, ft 4 269 LB/FT 301 LB/Fr 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 648 LB Fr - - 60.0" 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/Fr - - 152 LB/FT 204 LB/Fr C7 4 .232 LB/Fi 236 LB/FT 18 - - 80.0' 800' 20D Ib ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0" 250 Ib/ft 12 491 LB/Fr 596 LB/FT 409 LB/Fr - - 265 LB/FT 168 LEI 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0" 288 1b ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 B 582 LB/FT 691 LB/FT 614 LB/FT - 131' 128" 346 Ib/ft 6 982 LB/FT 1194 LB/FT 819 LB/Fr - - 530 LB/FT 336 LB/Fi 6 777 LB/FT 921 LB/FT 819 LB/Fr - - 59.0" 59.0" 160 Ib ft 65 psf 92.0" 92.0" 249 Ib ft 10271 Ih/ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib f ft ANCHORS ANCHORS LAIN. E.D. MIN. SPACING 70sf 100.0' 100.0" 292 Ib ft _ SLAT HIGH VELOCITY NON HIGH.VELOCITY TYPE DESCRIPTION P HURRICANE ZONE CONC. CtBLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 3.50" 2.50" a N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 1 100.0' .313 Ib ft THREADFORM TECHNOLOGY 117" 114" 387 Ib ft 5"-10" 2 1/2"' 1' -2 5/8" 80 psi 113' 111" 400 Ib ft AS LESS 6 1/4" m x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A. 90 psf 107" 1 104" 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8'-3" 2 5/8"} 1" 2 3/4 } C 1/4" 0 CRETE-FLEX 3.00" 3.00" D N/A 3.00" 3.00" N/A N/A 110 psf 94" 90' 468 Ib ft 120 psf 87" 82" 484 Ib ft 1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib ft >8-3 3 1/2" 1'" 3 5/8' E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" TO 12'-0" 140 psi 74' 70' 4Ba Ib ft F #14 NDS WOOD SCREWS OR N/A N/A D N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 Ib ft .j1�fAYyiAii�i+�_ 1 4" NDS LAG SCREWS 160 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM. E-1996 STANDARD. fl°�'01, A,T/1./ ,1. ~•[�'�-. FLORIDA BUILDING CODE (High & Non High Velocity Hurcicone Zone) G H47E5: } EXCEPT THAT 3 5/8" SHALL BE USED " L+:MAXIMUM ALLOWABLE PRODUCE.SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ��•• •'•F ®ionTu.TEco INc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GRAAW BY: GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A, L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A. DESIGN PRESSURE RATING. MIL E CO�Nc. FOLDING SHUTTER CORP. WDATE17 • T TWT TESTING h ENGINEERING COMPANY 7088 NEYSTREET PUCE _ RNAL MAXIMUM ALLOWABLE PRODUCE SPAN IS "•'Q' } ✓�' em NW.]Gh.SL sl..m.WRO.+A r+H'DS n JTlea WEST PALM BEACH,FL 3]113 1 7-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT '9'••. ' lLr �� Fw..:(wpr.-voo.rd:(xispn-lvi PN:1800-813-8371 SPAN BETWEEN"L+"AND"L-". Q A 1 e-mon:Glteca0oel.com ..erJtlG'np.AuBen.com DRAWING No /r/�'•. OR10,. .\' EB-0006719 - C WALTER A"Lur H167"P.E. g1EET 1!OF 13 -R--R-Dc_/ __ __ _ mm/n m