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HomeMy WebLinkAboutProduct approvals Florida Building Code.Online Page 1 of 2 I Business& I Professionid - e e BCIS Home 1!Log In I User Registration I Hot Topic I Submit Surcharge f Slats&Facts Publications f Contact Us BCIS Site Map Links I Search•I d bp r "' Product Approval ��°i USER:Public User y : Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com i Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 i 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. RI 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 0 PDF i Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Sectionsifrom the Code I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 ofi2 I Product Approval Method Method 1 Option D I Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 I 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 #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 80 2,PDE 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 i Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::0.efund 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 hem. Product Approval Accepts: ® s0)wtk M Credik;,Card I i i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 2/12/2019 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 CREPE-FLEX,AS MANUFACTURED BY ITW/BUILDIX• INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 8 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ) & 1609 (NHVHZ)OF THE ABCVE 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 SMALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATE)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 NOS WOOD SCREWS OR REDUCED TO AS.O. 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 C1 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 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Na 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 014 NDS WOOD SCREWS_OR_1/4'0 NDS 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 W 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. MALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN 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 C.1 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 KSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS G)&0 SHALL BE III 10 x 3',410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 TIW BUILDIX 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 193B1. NOTES: 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATE)ON SHEET 2. MINIMUM YIELD STRENGTH D.I) MINIMUM EDGE DISTANCE OF ITW BUILDIX TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy+25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kai YIELD STRENGTH AND 90 k9i TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL RW/BUILDIX TIX 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.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 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. B.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. 10.PRODUCT WITH SECTION 1709.93O F'DIE FLORIDA BUILD SHALL BE DING CODE ONTED ON A E LLABLY VISIBLE EL SHALL BEOCATION EE PLACEDT PRODUCT FOR EVERY OPENING.DANCE - 1/4'0 xTAPCON3/4' O ADVANCES THREADFORMDISTRIBUTED TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDIX, INC.TO MIN. F0+3192 psi. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE- 1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f'e-3000 Pei. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Pc-3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALT.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES- BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS 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(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. 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/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 EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR ANCHORAGE'SHALL ANCHORS SHA1 DILATED ON BE LONG NOTES TO A2 REACH T N STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OA.) FOR THE PROJECT AND WHO 1'OLL BE RESPONSIBLE FOR THE PROPER (8) TO EXISTING CONCRETE BLOCK WALL'ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCE)THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDIX,INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES E1ITDTDEPAA��I PTHIS ERMITS VVNG SHAALLL�O LYFLORIDAD TO OBTAIN OF B.1) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 11 �� ��� BE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. ,41 '^...... P✓N +AA .•,+C�1rs�•�'• FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT. NO V EMBEDMENT SHOULD STUCCO EXIST AND I*MI INTO STUCCO SHALL BE NIMUM FOR Oy�S�CR SCREWS SHALL BE 1 1/2'LONG j� � 441n7 ••'T F mso17 nLTEro ENC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM awe�' V B3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, * i mno/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 'L E C 0.... FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. 1 V 1 TILLIT TE571N0&LNo1NEERINO COMPANY 7089 HELSZREFT PIACE - 1 ... 0-m n W." WLsr PALMO�cFI B EL 1Ht] 17-082 PH:1800-043-0371 E DRAWING N. .•'•1 ES-DO06719WALTER - -- - -I'PE SUlVgILNnR1RE/OATE FLORIDAL C B 4416 P.E. -- sHELr t oP t] xaw- sasa• aew• 2qv - asow- 3 © I.laa• 273 0 ' .GBH•/.aN- - -- -- sosJ-rs ALL (9 SLAT WINDOW Q —END Q FLAT END 5 EXTERIOR CENTERPIECE- _ (TO W U INSTALLATIONS, 6063-T6 ALLOY 6063-TS ALLOY 606J-TS ALLOY /AAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR 1NSTALLA77ONS 6063-T6 ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE INTERIOR CENTERPIECE AfEASUR£D AT BOTTOM OF OPENING 606J-76 ALLOY SEE COMPONENTS 20.21 Br 22 ON SHEET J.) aosa• .H9,• ..B,a• a0raa.raa• r.aa• aeae- °•"B' • .rz0• •4p, zuT• r.aar- rz0• •arr .r»• B°B 3 .°az• Le- .oar .0 'm_ �.°aa• R .BIN- ?3 Gar � �• 4 ana• sma' sna• aa,a• .1 ® EAU HEADER © B" MAX B.O. ® CEILING HEADER BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T6 ALLOY SILL/HEAD TRACK 6063-T6 ALLOY -T6 ALLOY 063-T6 ALLOY 6063-T6 ALLOY .aa0• r-zwa 12 •0°0' COMPONENT a b tt t2 u' a na z• s• MAX. 0.125" 0.125' ( •1 .Gar• � 76 2' 4•MAX. 0.25' 0.25' o Q 1' 2'MAX. 0.062' 0.062• ® RAIN HOOD ©1 ALT, BOTTOM TRACK ADAPTER ALUMINUM ANGLES 6063-73 ALLOY 6063-T6 ALLOY -T6 ACLOY 6063-T6 ALLOY _ "Jo. rJo P_ ONEN TS I 9 mr FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) ,M, '067 \\\ �.•••• 02017 TUTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° ��• © 3/8"re—I B ACETAL —GOOD FOLDING SHUTTER CORP. °'A°"' TFIU111BSCRL'NS LOCKING TUBES; IIN E�I 0�Nc. wTE / '��, \ 71WT TESTING h ENGINEERMG COMPANY TTBH M BEARK. l.3 QZ9 Ne.9!0.54 9tv.]q YJ,GIL GVTDa.M1]91lB PLACE WEST PAW 0-64.R 3341a FOR _ & (� AT CENTERPIECE 9 CORNER POST ' 9 ' \\ .,;>ml.,, m„-r9,r PH.,Woo a,�en, —osz 4 6063-76 ALLOY =��'•�''•.iORIOP:'� \\ -^'°°'R.r:0o0d.0°r,. ....rdsnpinuNo..eom DRAWING No 6063-T6 ALLOY _ �` a'A..t EN-MO�,9 FAIN. 28 1/2'LONG _ ¢0 .,uATE w R,FID Ue.Q 44167 mno n �' �� SHM 2 OF 13 4101 TO�Tlop (J)ROWS OF �'��TrAeroAw4e mae/00 1/4'0 HOLES Elias EA.SPACED J/6'APART Z-CUP EACH SIDE TABLE 1: SOURCES FOR &QpOIR£CRONS. r OF IWNDOIY(SEE TABLE 1) aPnom; SLAYS Q O SLAM YM.rJ Go TrP.'=PROPERRES SIANGWD 84 S461C RAAOYAIIYE KK� OOO KNUCKLE REFIRI VCE U47OU4L/SCIENCE PL49IC N 8008 (1rP) 20 LLC AwOLON JI LEXAN 10 RESIN PHYSICAI -- -- -- QQ _-- W£WING SPECIIIC GRAVITY ASTM D792 0_043 ID/In D.043 lb/.n' OQQ _ I WINDOW IIFCYNICAI ~MrFGTrdav TENSILE YIELD STRENGTH ASTU D638 9.400 P•sJ. 9,500 p•sJ. asv r FLEXURAL STRENGTH AT YIELD ASTM D780 12.500 p.sJ. 13,400 psJ. p 1 (w j�PtP FLEXURAL MODULUS ASTM D790 540.000 P.s•i. 345.000 P..J. Z SNAP-W END h 1.000' 2v CUP 7OPIVOT7OM IMPACT- S �2 NOTCHED IZOD ASTM 0258 18 Fi-10/'a, 17 R-Ib�n �S OF WINDOW0o a =C (SEE TABLE 2) FINE RURNMG ,.ARACTERICTCS• SMOKE DENSITY ASTM D2843 47.2 R 64.5 S MAX RATE OF BURNING ASTN D635 C-1 CLASS C-1 CLASS 1 g A SELF IGNITION ASTM DI929 1040'F 9e0'r y SLAT WWNOOY/ �i1 SLAT WINDOW 0.060'THICK wiA7HETIINO• ASTL1 G155 U2 ijC POLYCARBONATE WEYANC TENSILE STRENGTH ArTER WEATHERING ASTN 0638 9302 ps.L 8840 P.a.L. �1 2 2N WINDOW(SEE TABLE 1) 1EN51LE STRESS BEFORE YIEATHERINC ASTM 0638 8461 p.s.i. BUD p.s.L NOTES 1.000' MAX,(2)WNNOOWS AAY BE IN ONE SEAT SPACED N m N A MINIMUM OF 24'APART, iYlDl 12'MIN.A770M ENDS OF SLAT 7OP R BOTTOM. - sur MusT EVER INSTALLED AAIACFM TABLE 2: SOURCES FOR Mrrairmv To EMEAPIMM-4 OR(f NOR AT CORNERS OF PRODUCT. _ MASTER I=COMPANY 088 O L°T RLTEREnzE BLACK 051"� TYP=PROPME5 o°o°o° ® SLAT WINDOW DETAIL s 2D519a/B PHYSICAL SLAT$ SOO SLATS 20 SPECIFIC GRAVITY ASTM 0792 0.042 Ib/ul' N KNLICK QQ KNUCKLE WEWANO MECHANir (TYP) OQ (Typ) IWND0W yy TENSILE YIELD STRENGTH ASTM 0538 11,500 P•sJ. OQO OWS OFpMXJ na 8 aa0 aaro FLEXURAL STRENGTH AT YIELD ASTM 0790 15,000 OOO 1/4'RO HOLES a a0eP• FLEXURAL MODULUS ASTM D790 450,000 DsJ. o IN SPACED IHERMA rrA<N rasAlunc[ J/B-APART 1r d �R ar4•A 60a0 NOTCHED IZO° ASTM D256 0.6 FT-Ib/in TPilA enm DIRECTIONS.IN 607Hrob IUX`an®1 THERMAL PROPERTIES: r aaia COEFFICIENT OF THERMAL EXPANSION ASTM 0UL 696 5.5 x 10 in/Ir F 21 Z_CI.IP ©2 MAP-MEND Iud ITENPERANRE ASTM 034 1 5002E -�USED AS AN OPnON FOR ALL WSTALLAnon ®SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFORATIONS AS PER THIS DETAIL.- TYPICAL Q-A) SLAT WINDOW DETAILS Ma. WINDOWS DAY B£W ONE SLAT SPACED M'".24'AP'RT(MD`E,�LY'°SLAT). Wf 20 VIEWING WINDOW & n . �22� CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE (1)SLAT WINDOW ELEVAT/ON (LARGE MISS/LE /MPACT� YY,Y �\C E/vs '•�� FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) ` AI0.44167 : ®zo17 TILTECO INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DaaIL��` ' j ' IL E C O mr, FOLDING SHUTTER CORP. °'ATE �p (/�. DATE r�•• ,,�1sr [.V t.4' TILUT 7ESTINO K ENGINEERING COMPANY 7a68 KflISTREkT PUCE n IJR�T`� v . syv n..xw sb su..Tro,HaGw c.Aove.n Snss WEST PAW BEACH.FL 33413 1 7-082 .� Y '•..... c�Q,y(v�\�• F2...(wJsr,-,sv.rz..lam}n,-1m, PH:1LIOa-643-6371 �0NA1 L`' •-mP,l:bt.<oOeo.<em ...Id?ugEhultmcom DRAWING No • ®-0006719 �.'. -_- WTERAil._#UJT Jr.P.E. pTnp/n F --_ _____ _ _ _ P.E�iTAi/6,°NA7lIRE/GATE FLORIDAFDRI Lk.8 44167 . an u-m. SKEET J Oi 13 2orO31v/ 13 ,16 , 17OR 19 n w x azz USE (2) AT 30" 15 ♦ ♦ NOTES ON @& LOCKING TUBES �I AT 4& 5 .C.O FOR PANS n 2 Q_. X? UP TO 99' 0 1. TWO(2)@ 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) C5 FOR LARGER _ $ SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT BSA MAY BE y °roe FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99'UP TO 144" ®OR SQ. LOCATION OF @ SHALL BE AS SHOWN ON TYPICAL ELEVATION. w h uf a 2. (2) LOCKING TUBES<�SHAL ALWAYS BE USED TOP& BOTTOM AT Nrn PRODUCTS CENTERPIECES�(j4 OR�S AT ALL INSTALLATIONS. LOCKING TUBES *`0 OR 1 8 (2 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. � L T SEE LIMITATIONS FOR®ON SHEET 2 I 1 SEE END CONNECTION DETAILS ON SHEET 9 TY FULL HEIGHT,FOR CONCRETE CONCRETE BLOCK OR WOOD INSTALLATIONS. O+ 10 O , 9 9 + 10 + 13 9 + 11 UNLIMITED WIDTH S. TYPICAL ELEVATION 4, N. T. 4• NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. 44s4ne� SEE SECTIONS 7, 7A & 7B ON SHEET S SHEET 7. III+ R P, SEE SECTIONS 1W & 2W ON SHEET 10. 1It P� .••r �/j SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. pl CjC/�•• '•,•d `_ SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. 1 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) N�.QQ167 ®2017OE00 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIN B* ly FOLDING SHUTTER CORP. °'ATE • IL ECO�Mt:. aTE ���••�.� ,t. TILUT TESTING&ENGINEERING COMPANY 7009 MEMSIFW PLACE amraw.atn sa sa.aw.vaanA anus WEST PALM BEACH.FL 33413 17-082 i-rsaa.rm r(amleTl-1a11 PH:1800-043-0371 _ r EI:alto G-Lcmw ....rcE4gatm9ensan oRAnNO Nc B-006719 �•h �� _ WALTER A.0 P.E.TILUT Jr.P. __ __- v:E•sEA,JArrtrctWOaE/GATE FLORIDA Lb-f 44167 am rs.ma m/m/t> .w o u SHEET 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL U.M. 0010fES:TION OPRONAL RAIN HOOD �OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL °.060•TFOCK S.S. {NON-STRUCTURAL) REQUIRED. TRW(DECORATIVE HEAD) (SEE SHEET 13) /i VROLUER HOUSING (NON-STRUCTURAL) (�•) / v ' fA00' 23 NW. MIN. E0. • ���/ (ROLNYLONL1:0.5 Ili` '_ i COtaHD7 m .,) % ���- , + / �CP00NAL / /�vn 91 RAIN HOOD 0.855'0(IYP.) (SEE SHEET 15) / (Non-STRUCTURAL) J /10 3 3•S.S.NS.M.S.NYLON W/ 3/18'ALUM c 3/18'ALUM.POP RVETS, UI IN LONG NriON W I 73 BUSHNG W/A 0.150' CONi. POP RIVETS, S O 18.O.C. I $ LONG TOP SECTION 0.500' 0.163'a0.I70' G is'O.C. ' ���/ I (2'a4•WAX.) 9 O.D.AND 0.245•TA.AND XO.oSO' 1/4'0 ITW BUILDEX Y OR23•LONG BOTTOM ULTRAFAS TAPCON W//ADVWCm SECTION 0.720'O.D.AND WEATHER I MIN.SEPARATION 7NREADF07N'fEG1NOLOGY 0.2M45n'Ld. STRIPPING FA POUflFD CONCRETE TO GLASS OR 1/4'0 ELCO (T1P.) SIDE(TYP.) OR CONCRETE BLOCK (SEE SCHEDULE 1 Or CONSTRUCTION PRODUCt' I 1/4'0■ 1'TEK T or WALL REQUIRED, DN sHEtT 1]) CAEIE-PLOT V!/1 3/4' I sCREVI OR 1/4a-2o'at' -s/is•ALUM. �t , ()�'1 EIS AN.EMBEDMENT 0 8'O.C. S.S.OAS WITH NUT& POP RIVETS, ' $ I MASHER 0 4.O.C. a 10.O.C. T Or I POURED RBETTEECK I I I 1 OR CRETE MIN.SEPARATION WALL REQUIRED. I T Or TO GL Ss (SEE SCHEDULE q;a tr o (�1 ON SHEET 13) 'l7 � I I MIN.SEPARATION m POURED CONCRETE (BEE SCHEDULE_ / I TO GLASS OR CONCRETE BLOCK t`- WALL REQUIRED. / '// I ON SHEET 13) � a CONNECTION C2 / i I 1 Or W (SEE SHEET 13) % I SCREV(OR 11/4K 0-2o':1• f 6 I S.S.OAS WITH NUT& 3 A ��• $ I WASHER 0 4•O.C. / 1/4.0 ITW EUILDEX 010,3'S.S.S.MS.W/ TAPCpV Y!//ADVMiCED A1'LINO NYLON BUSHINGS THREAOFORM TEClPROLOGY co7DmeEEr c1 / (T>p•BOTTOM),AND'/`' WALL FACE MOUNTING INSTALLATION COFSTRD°CRI @!PRE uc°mTs ,3 (SEE SHEEP 13) LONG(Typ.TOP),E%CEPT AT B ROLLER HOUSING(TYP.) SECTION Z CRETE-FT67( w/1 3/4' I (I•s4'Ad".)LAN.EMBEDMENT 0 6'O.C. WALL FACE MOUNTING INSTALLATION ,5ANT�JfOR SECTION 1 1/2' —1 'ACING ANdfOR SPACING � O O O O GROUTED BLOCK REQUIRED 1,000• 22100 MIN.• (MIN.Yew 2 GROUT) NON. ED POURED CONCRETETE TW � Ex15G NON STRUCTURAL WALL TRIM(DECORATM SILL) O 0 O W. SPACING STAG G RED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL E0 6 ,,///.r.,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE L''�P��R A, Ti��� MAX,A.S.D. DESIGN pSEECTIONG3 +65.0, -90.0 PSF A & CONCRETE BLOCK �`C E,rs`' '�� FLORIDA BUILDING CODE (High & Non High Velocity Humicone Zone) SCALE: N.T.S. NO.44167 ®2017MUIECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM O� BY. C NOTE FOR COMBINATION OF SECTIONS, E.D. = EDGE DISTANCE 07/20/t7 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �O, IL E C O�wr. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. ,(� PM, TILLIT TESTING Ak ENOINEERINO C04PANY 70119 HEYSTREET PUCE �_CAN a .•••NTA Naa sA,e a NNa NAm A caws F<aNIAA WIMP BEACH.FL 33/13 17-062 (]Os7sn-INN PW fBOO-643-OVI _fWdapsWeR_ ORAHING Na 1 SEE LIMITATIONS FOR®ON SHEET 2 .•_ANAL EN"°.•• I:LuecoCaoLcwn h ®-0006�718 WALTER A IT Jr.P.E. 44167 Q'• �^�' ottmrna. o� LiO. - I aD Isol. m/+a/n N SN[ET_5_Oi/3_ 1/4'0 x 3/4'TENS SCREW OR 1/4'•J/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK S.S. I POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATIONMIN.SEPARATION _ CONCRETE BLOCK WALL REQREO OPTIONAL RAIN HOOD I--(SEE SCHEDULE (SEE SCHEDULE—' (SEE E0. EO.SHEET 13) (NON-STRUCTURAL) I ON SHEEP 13) 01, ; ON SHEET13) 7 Of #10.3'S.S.S.M.S.W/1/2.0 t !g ALTERNATE 3/16'ALUM.K3/4 T m� ALTERNATE 3/16'ALUM, Cryp. LONG NYLON BUSHINGS POP RIVETS O 5'O.C. POP RIVETS O 5'O.C. BOTTOM). TOP)AINO 1'LONG ER AT REAR. AT REPA. BOTTOM),EXCEPT AT ROLLER I I / [HOUSING(7YP.)f I I W (2)NYLON • o % ROLLERS W_ 0.055'0(TYP.) I n ,a 9 •z I n J/16'ALUM.POP RIVETS I - .t 5- ---L3/16*ALUM:POP RIVETS— s 1a'D.C.BOTH SIDES ® 10'D.C.BOTH SIDES - LEG&ANCHO 3/16'ALUM.POP 010 3'S.S.S.N.S.W/ 0 EO ORIENTATION 8 RVETS O 18'O.C. x 0.373'LONG NYLON OM.0.163'x MIN.]/6'PLYWOOD BUSHING W/A 0.150' LONG TOP SECTION 0.500' MIN.SEPARATION 0.270'x0.030' MIN.3/4'PLYWOOD O.D.AND 0.249'I.d.ANDI TO CLASSTWEATM _ REQUIRED $ 1/2'MIN. REQUIRED 0.223'LONG BOTTOM I�(SEE SCHEDULE STRIPPING FA 1 of "J 1/4'o TAPCONS OR SECTION 0.320'O.D.AND+ ON SHEET 13) SLOE m.P.) ,y-�to ANCHORS 6'CRETE-�� § 1/4'THRU BOLT W/ 0245'Ld. 'C'S 8 WASHER&NUT O 10'O.C. (TYP EACH V ' 1/4'THRU BOLT W/ - 1/4'D TAPGONS OR HASHER&NUT O 5'O.C. POURED CONCRETE R CRETE-PLEK ANCHORS 6'O.C. CONCRETE BLOCK WALL 7 Of REQUIRED 2'x4'OR 2'x5':1 8' / POURED CONCRETE OR 5'x311/5'6063-T6 CONT. ALTERNATE 3/16'ALUM. 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL N.UN.PNGLE OR BEM PLATE. POP RIVETS a 5'O.C. t ANGLE. REQUIRED AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTIONL 5 INSTALLATION SECTION 6 MAX.AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF M. X.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF W o 9 n n 3/16-ALUM.POP RVETS O I MIN.SFPLASS ON •s �j n x 10'O.C.BOTH SIDES TO GLASS -(SEE SCHEDULE ON SHEET 13) n ALTERNATE LEG J ANCHOR AN EO. a. I ORIENTAT101L t CDNNEcnoN C3 / ALTERNATE LEG (SEE SHEET 13) &ANCHCR u / ORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ / POURED CONCRETE OR S/B'WASHER OR 1/4'x 3/4' 2 / CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER O REQUIRED 4'O.C. w BUILD—OUT FACE MOUNTING INSTALLATION e SECTION 4 ( H� / o N 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4'BOLTS W/NUTS POURED CONCRETE OR &5/5'WASHER 0 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE CONCRETE BLOCK RED / REOUIRm & CONCRETE BLOCK UILD MOUNTING INSTALLATION 17 r" ,. SCALE N.T.S. $ y FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 7� s• N0.44167 ' ®2017 TILTECD IC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRALN BY: NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE M.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/20/17 �114 L E ANY WAY TO SUIT ANY INSTALLATION. T, ' C Q m., FOLDING SHUTTER CORP. DATE e o f '•�. 1069 HD6TREET PLACE �'•. �o JJ TILLR TESTING&ENGINEERING COMPANY �` ••. f�,: 4r� i CGA 111.xb.303 Y CY woDn M1 331 a WEST PAUI BFA.7'1,FL 33413 17-082 t SEE UMRAT10N5 FOR ON SHEET 2 S/Q Q;•• `��1 W t.am7vt-tSn.rm:(>ospn-1011 PH:1e00-643-6371 ® _ `� 1 III -ma�l�'hlo0a�com t�Jo'AigaNuNeneem DRAWING No .. WALTER A IT LIT Jr.P.E. a't•w txsrxm oa tay.w e=txaia etc Pl.'SEAL/SCNA�URE/OA1E FLORIDA Ua d 44167 t m ta-ot• m/n/:a a SN[ET 6 Oi 13 MIN.E.D. E0.—•--EO� POURED CONCRETE 0011NECTICIN CS REOVIRED SEE SHEET 13) 0.060 THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)NYLON ®10a3'S.S.S.M.S.W/1/2'0 ROLLETLS O.BS5"0(TYP.) .3/4.LONG NYLON BUSHINGS ----- ---- ----- D'yp.TOP)AND 1"LONG(Typ. I8 BOTTOM).EXCEPT AT ROLLER HOUSING CM.) B10■3'S.S.S.MS.11 0.373'LONG NYLON I 3/16•ALUM. BUSHING W/A 0.150' t s POP RIVETS, I LONG TOP SECTION 0.500• [ I O 18'O.C. O.D.AND 0.245"T.O.AND [ CONT.0.163'L0.270'•0.03W 0.223'LONG 'OM ULTRAFAB WEATHER SECTION 0.320.d..0•AND STRIPPING EA SIDE(TYP.) 0.245"i (TYP.) 1 or 1 or R 6 ®T a MINT O SEP� ; t I Ttyi (SEE SCHEDULE 1 MIN.5 PARATON I W ON SHEET 13) Ei TO CLASS (SEE SCHEDULE 1 Or ON SMELT 13) tI n' MIN.SEPARATION I 1/4'0.1'TEX SCREW OR 1L TO GLASS x } 1/40-20":1'S.S.MS WITH (SEE SCHEDULE OPTIONAL PART GUARD L� (Non-STRuCTuRAL) I NUT k WASHER O 4'O.C. ON SHEET 1 J) j it ALTERNATE 3/16"ALUM. 7 POP RIVETS O 5"O.C. I OPRONAL RNN CUARO AT REAR. (NON-STRUCTURAL) I Qgf— ALTERNATE 3/I6'ALUM.inx 13/16- LOCATION WR 1G ri A�TAS o s"D.C. 0 I n nS AWL.POP RIVETS ANCHOR rl �$' ^>S 9 O 10'O.C.BOTH SIDES - 3 n /// / (SEE SHEEP 13) ^I 0 10'ALUM.POP SIDES --- o fo•D.C.BOTH AOEs E OF E0. EO. SIADAPPL IF LE EDGE OF / STAB IF / PoURED CONCRETE SLAB IF caTDa�RDII a APPLICABLE REWIRED (SEE SHEET 13) / E0. POURED CONCRETE E0. POURED CONCRETE REWIRED. •MIN.ED. REDUURED �•MIN.E.D. MIN.E.D. (SEE SKEETA 13)C8 •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 DL'aC9--,_ SCALE: N.T.S. 11911Py .... .���'�j•:. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) p�•• E.D. = EDGE DISTANCE NO.44967 ®2DI7 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D�L By. NOTE FOR COMBINATION OF SECTIONS: LIT a 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. 07"D/17 IN ANY WAY TO SUIT ANY INSTALLATION. : sT il. IE C 0,,.. DATE �q 1 •"• 7 J TIWT TESTING&ENGINEERING COMPANY WOW HEMSTRELT PLACE 'ti• L� ws3 .Aw.n,�,. ,w.cra.1 n.y161 WEST PAW BEACH.FL&U13 17-082- 1 SEE LIMITATIONS FOR ON SHEEP 2 Q ,..• e_� �T �+'(>m1�! ?>o••.•_<"�F°'v' PH:1800-643-Ro7t ® ,••T•5•�/� • �v 1 .-mO�L•41bco0aol.wm r JeMingshutt a DRAWING N. _iS'S aTY�1�� ,L ®-W0571B y i WALTER A.0005719 71LUT Jr.P.E. m'•n mrt m.a D6vv1v ouc - ••'••...Y 4.X)GNATURE/OATE RDWGA U.B 44767 . m is-0u vy/n • S�U 7 OF 13 POURED CONCRETE ON CROUIED CONCRETE LOW IiAIL BLOC(WALL REOURm �-{) SPAN TUBE PEA SCf6DI11E ANCHORS On? (SEE'SCImVlE) X / x TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1k (a)1/P a 3/4•TENS SCREW - -- ----- - ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT x o G LOxc6 xrwwx. o 0 0 - --o 0 0 SPAN r=PER SCHaXU - -- ----------- - TUBE MAXIMUM SPAN LENGTH EA- END PER END OF TUBE ED6-To Auar PRODUCT ^'"a C-) 1/a �ao1 a•ar0]is'0 al 1/2 o•re.Q SIZE TUBE OTTOM TOP TUBE B OTTOM TOP OTUBE s +E SPAN oo.C. L D TTOM ria• 3•a•w 60" 106.0" 13 8 (LEE SCN CA1%WIL AN LE ]•ax11/a1 1ETLGM _ (SEE SORDULE)) 806E-T6 xua u+Clc 2"x4"xl/8" 96 85.0" 17 10 W T6 EWLE) ANGLE 144" 69.0" 13 8 y� LENGTH(TYP.> / •a•W m I 80" 117.0" 17 70 - - ]1111/a1 IENOTH y - eves-m"LUY'k- Q t �fl t a 1/7• - 2"x4"x1/4" 96° 170.0' 27 12-------- (SEE SC1mULE) p E-0.(TYP.) 144' VAN n"U, 91.0" 21 12 SPAN TUBE MOUNTING INSTALAT(ON TYPICAL ELFVATIOk(TUBE AT TOP) 50' 109.0" 17 10 X s1y•. 2"x5"xl/8° 96" 100.0" 21 12 SECTION :cur: Es 144" 81.0" 17 10 SPAN TUBE LR' a 1/ NM.1• Eo 0 80" 124.0" 21 12 1/2•M. 2"x6"x1/8" 1 96" 114.0" 121 12 d 3ia•1r 3•q•a. Ot 144" 93.0" 1 27 12 6083-16 AL MLENGTHANC t 3'aa•u]UUN r 7k VALID ALSO FOR MIOHEIVE TUBE INSTALS NO ONLY D THE THE MAX.PRO ON OF THE 606E-T6 AWLL ANGLE �xh1/4k LANGLH SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE .PRODUCT SPAN (SEC sC1EnuLE) m z LLANGLE SHOWN ON TABLE 1. Y � TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/a•.a 3/a•mL LORw p p� TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS _ _ SIZE P SPAT SPAN LENGTH EA- END PER END OF TUBE SPAN TWEEBA PER SCffDULE 6053-7/a1 ANGLE 6oA3-TB ALECf ---- eoe3-T6 aL.UM.ANGLE 60" 76.0" 13 12 (SEE SCROD E) (6)1/a•']/a•lIX9 SCREW a•L6N.sPACNc SPAN NBE Pm SCHEDULE 2"x4"x1/8" 96" 60.0" 17 15 6D00•YA1f. AT 1.O.C.INECEMPL4IY. BETAID AxC Q"(i1PJ POURED CoNCRLTE (�5omUln 144" 48.0" 13 12 OR(ROUTED CORC EIE (x)ROWS Or 1/a•a TAPC016i PLACE WALL REOUAROD AAAIDRS(Trv.)(SFE saEDULEI TYPICAL ELOMW x(TUBE AT BOTTOM) 80" 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96" 79.0" 21 18 a 1/a•O.C. ONC TEKSUD"J LLY. xTA31r or 3i3•ar 31211/a• a 1/2•FA SMN IUBL lDi 144" 65.0" 21 18 a r .La+awuuur. LENGTH boe3-T6 ALUY.ANGLE (1tP•) 80" 77.0" 17 15 (3)ROAS OF Ile. (MX SGNmIxE) PCHING W lh'TrP. T,wCW4ANawas I 2"x5"z1/8" 96" 70.0" 21 18 (TVP•)(SEE SCHEDULE) O t 144" 57.0° 17 15 80" 1 88.0, 21 18 Ut / � / e 2"x6"0/8" 96" 1 81.0" 21 18 Z Z 144" 66.0" 21 18 O 0 0 0 0, d 3 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE (SEE � 06.O.G4*0 /a TIXSCREM - -------------- r OR GROUTED CONCRETE BLOCK WALL 0 o p • WAN TIME PER SCHEDULE - -------------- 6067-T6 ALLOT I O O O ]1i o ��1/ E PEA SCHEDULE SCALE:N.T.S. LI/ln A. MAX.A.S.D.DESIGN PRESSURE RATING ±72.0 PSF I' 1�A p }• I 1i%Ir.s•or / e 111 y' P.v16x 1���7<%1•.-. AU-ANGLE / or ;(sEE s uL FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) „5 (SEE So1EDU E) / No.�Q 16 ®20I7 7 LTECO INC. OTWM BY: at I t 7•' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM w � 1 ILL 20/17 PC6im COL.tRETC I 1 `, t ' FOLDING SHUTTER CORP. °'ATE °ATE 6LOCx OR REOV ' 31a•y 3•,3•a 3ix'n/a• OaEc •' �//�•• 1 TILLJT 7ES77N0 B ENGINEEAING COMPANY 7M NELSRREEF PLACE (6)Ire.3/4•lix5 SCREW LENGTH vo 3 m ALUM.ANGLE TYPICAL ELEVATION (TUBE AT MIDNEIGNT) "'.��•'•. O V �.•'•(•� 1`• �'Ar.s6u.u.s�.sal,,acr:A GucC�A n sslee WEST PAW BEACH.FL 33413 1 7-082 AT O.C.IDNGIR101LLLLX (SEE SCHEDULE) - RI `V Pemu 1.wsT I I- 1 C0k"11-1.1 PN:1800-a43-6371 eGNE: 19• S \\El IL) UltEcoCaol.Gom WWr.TadlnpshuHaaeom DRAWING No SPAN TUBE MOUNTING INSTA I ATION t SEE LIMITATIONS FOR®ON SHEEP 2 "V,•. ..• 0 WALTE EB 0006T19 P.E.__ •P.E.S Slyry4URE/DA7E FlARIOA Ue.B aa167 m/a0./n alr LNEET 8 OF 13 _ m.w oecmmn .w-- _SE P:a ma ou[ i 1/4.0 a 1 31C -EIOSIINB MIR.ED. �j TAPCONS/C M-r E% (SEE SHEET I/ -+ANCHORS 1e•O.C. u) —— Ex1sWc smucTla+E EX67WG (SEE SNEEF 13) EXISTING ' STRUCTURE STRUCTURE 3/a0 TNF7FfDEO nau �Q 1/4'0 a 1 3/4 / \ 3/1e'POP RIVETS OR toCENRERPMCE FOR lsJ— TAPcaus/CRErE-nEa �3 \ '�ie4oc3/4•TENS 0 ) 15 1 1 aNcxoRs o le O.C. ®t �t nS.POP RNES\5 3 1 or t or or 1 W E OR 1/4'K3/4• or A t T0a o Is, C. WALL FACE �" f � �._ �g so.o• so.o• 2—- ——�- - —t ---- END CONDITION\ so.o, 90M, 3//4' POP RIVE75 0 19.0.4 \ / (LEVERS INTERIOR OR 5 �I ERERIOR (S oG� 1) (x)p©so•TO o (SEE NOTE T) (x)�3 O 30.O.a o .'AP FOR UP TO 0 30• / KOSP FOR UP TO 00• 0.4 01. KAfTFOR UP / \ SPAN h(3) •30' To 1N'SPAN(THUYe $ HORIZONTALSECTION 20 O'70°141K'�SP (�TRMY�B �- ,GREW NAY BE WSTALIEO� HORQOMAL SECTION SCREW MY BE wSfAUED / (lF1ERs E%1ERWR) MRER10R CP F?7ERIOR) ( E,aDaoR)R \ BIIEWOR OR Ex1EMR) r k 16'PoP RIVETS /� 6063- ALW I/4•.3/4• MAY VARY AT LAST SUIT AT TRAPPED D(STNIAiIONS 4`OR�I�a[J cob}TO AulT!ANG{E 4 OR 5TEKS o ter 0.4 I J^I IOYYIV $HO TAPCON/C7ETE-IlEx TAPCON/LREIE-FLEX t SEE UWAMONS FOR 0014 SHEET 2 Y+CHORS IN\ 3 EX57eG STRUCTURE TRUCTRE \ OUSTING US 11N G tSe'TR UCTU ROE EX STING ST UCNRE \ 2'0111/e•cow. BUILD—OUT WIN. c0c3-T6 ALLOT MGIE EO.U E0. END CONDITION 3/1e POP WETS ousnNG STRUCTURE OR 1/4'a 3/4 NT3i ` rv/O END LOCK ANGLEUSo2•O.C. END LOCK ANGLE �/��� NORRWTAL SE... HORIZONTAL SECTION NOTE 1 Y a 2'.1/e'8083-Tc 1/4••Me TEK CONT.ALV .BEM ANGLE SCREWS ATFACHEO TO 0.\T: ONE LOCKING TUBE, PART fly SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR (2)�0 30 o.c.o CamPIECE O e'O.C. INTERIOR CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE�B. A KOSPM r0R u�TD se SOLID THERMOPLASTIC TIP MUST BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN a(3)O3)O 30 0.4 O YOSPMTPo0.UP 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @8 AND SECURED 70 14V SPAN MTV" INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE WSTALLEO A 0.200- LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EJUEWOR) 4 OR 5 OF THE TIP A SQUARE, 0.475"4.475"4.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE N0 1 SHOWN ALUMINUM LOCKING TUBE © A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED (LEVERS RrtmIR INTO THE TOP OF THE ALUMINUM LOCKING TUBE g. THE TOP OF THE PIECE MUST INCLUDE A 0.684" '� OR VaEIOOR) DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 300• � SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE CUTER $ (MAIL) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (ItvERs INTERIM 4 OR(5� DR E%1ERlOR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL I,l•f�'��P, HOWZOMAL SECTION Il �+••,.••••'• •T✓-^. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) '4V 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °��� END INSTALLATION DETAILS INTO CONCRETE, ; No•as G7/2D/,T CONCRETE BLOCK & WOOD (AS APPLICABLE tL E C o�nl:. FOLDING SHUTTER CORP. LATE ,` TIL[f TESTING 6 ENGINEERING COMPANY 7080 IMLSTREET PACE WEST PAW BF/1CH,fL 33113 3L0.St,54»YaGNA GTRoO,A R 3]IN 17-082 ��••�yQR10p. \`V \ nm..(mTn,-nia,rw,(aWlafhlGl PH:T8ings" — •• ,` Y`•' LT` ad:tat...Co.Lcom ,mr.fo B.huMm.com DRAMINC No . ,I WALTERBA OO7R�LIT'Jr.P.E �•"' it '.y: •••1 Al.0 FLORIDA Lie.1 44167 m,Nu mRLD m _ -- SHEET 9 OF 13 � AwrJwuM ANGLE BUILD-OUT NOUNT PER SECTION 4.SHEET 6 A A I (2)3/16'POP RNEIS, 2'.2•a 1/e• /,( EACH LEG OF 2'.2• AL11MwUY ANfRE /I ucnE aeclY RO wr FACE - - ------ (AS SNO'8N)OR TOWARDS avETHINc.No ANaHORs �--- REOUWEO TU HDDORSET Z i 19 ' 9 BULLD-OUT MOUNT PER SECTION 4.SHEET 6 (2)3/I8•POP RNEIS. EACH LEG OF 2•,Y ANGLE ALTERNATEWALLHam;SIMILAR AT HEAD PLAN VIEW A-A MOUNT FOR ONE EXTERIOR ELEVATION AND SILL AND BOTH SIDES OR OWN ANGLES ��� OF PRODUCT II 0 0 I (2)1 1/4'0,3/4• 1.II1 ©j OPTIONAL SIDE ANGLE TEI6 OR 3/1 a.POP 4'� 1 1/2',1 1/2',1/6• 0'-2' (FOR SECTION 4.SHEET 6) RNE7S PER ANGLE TO F 4Pt AURINU AN TOP& TUBE BOTfOM OR TO WALL(2 REQUIRED) (2)1/4'0 TAPOCN/ CREfE-RDf ANCHORS EA ANGLE TO SLAB 0 0 e 1/4'0 1 1/4' r TAPCONS/CRETE-FL �.Ql ��PIECES MAY BE FIAT { ANCHORS O IS'O.C. \�•1 ' . gyp IX 3/I6•POP RNETS OR I EXISTING STRUCTURE G. 1/4•,3/4•TENS 3 0 12•G.a • a • 3 1/2.MEN. CORNER POST + ISOMETRIC EDGE OF CONCRETE SLAB (TIP.AT TOP AND BOTTOM SLABS) '�9 EEND PIE ND OR CUD Y BE MT 2 TRAPPED END CORNER POST CONDITION Wf FLAT END HORIZONTAL SECTION 5•;r A:::+:Jar. h ' Z c1A ..Y Hr�: FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. 02017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAnN BY. NL CONCRETE BLOCK & WOOD (AS APPLICABLE ? IL E c o�qC. FOLDING SHUTTER CORP. °'DATE" TIWT TESTING&ENGINEERING COMPANY O 1�?1' �' aaal Ha.aW>L n,w.aos MLGIrA rARoos,EI.3TIea HEUSTREEr PLACE 7Tp FLlT1J 17-082 %` ... .I•;..'••1+'` G.en (�a¢1T9t-taro.Ta. (a.A)aTl-tATt Pit IUOD-643-8371 SS) s - a:I81.T.o.a.0m ..nJ.mngawOe aeom ORAYDIG Al. OmFi(_ WALTER A°TIUrr Jr.P.E. P.E.'SEAL/SIGHAMREAME FLORIDA U..1 44167 m.s-0�. m/m/n a 54IEEf 9A OF 1! WALL FlN6H OPTIONAL RAIN HOOD \ Y11 (NON-STRUCTURAL) rWALL FINISH 'R 0.060'iNICK 5.5. 010.3'SS.S.M.S.W/1/2•o e3/e / ROUFA HOU,sJ TANG NYLON BUSHINGS(Typ.TOP) / CONNECTION C2 AT ROLLER HOUSING BOTTOM),EXCEPT (TYP,) I 0.060 THICK S.S.ROLLER HOUSING d \i (2)NYLON � -� r OPTIONAL RAIN HOOD -- \ ROLLERS.� \ (NON-STRUCTURAL) 2'a4'CONT.WOOD I / 6 HEADER REWD. I g10 x 3'S.S.S.N.S.W/ 3/16'ALUM.POP 1 0.373'LONG NYLON RIVETS.O 18'OA:. BUSHING W/A 0.150- CONE. CONIMMIGN C1 LONG TOP SECTION 0.500' 0O1030a0.270' 1 O.D.ANO 0.245'I.d.AND ULTRAFAS 1 0.223'LONG BOTTOM WEATHER J or q SECTIOTL D.320'O.D.AND STRIPPING EL 0.245'Ld. SIDE(TYP.) t 7 I 3/IB'ALUM.POP 1 (TYP•) 8 RNETS,O 18-O.C. �� ^s / _Wy 1 NIN.SEPARATION 5 1 MI ro Q�SION 2'x4'CONr.WOOD TO CLASS a I or HEADER REGD. I- (SEE SCHEDULE J or ON SCHEDULE �—oN SHEET 13) ®t � aN sNEEr 13) ®t �w 2':4•coNr.arooD 1 PLATE REDro.� I / V / ? WALL FACE MOUNTING INSTALLATION SECTION 0� � � � N 2W (T P) / I CONNECTION C1 � WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD I��JJ/////J/JI.• A°, ;• L`E (/ FLORIDA BUILDING CODE (High & Nan High Velocity Hurricane Zone) f SEE LIMITATIONS FOR®ON SHEET 2 02017 ULTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA N BY. NOTES: '' 4Wn.3 4167 NOTE FOR COMBINATION OF SECTIONS: 'Z= 07/20/t7 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO '.'O IL E C O Jne. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED TILLLT TESTING er ENGINEERING COMPANY 7083 HOISIREEr PLACE IN ANY WAY TO SUIT ANY INSTALLATION. �s • `�[y eny Ns.uu.eL.al..aw,Wcu wroDrs,n salu hEST PALM BEACHH•R 3341317-082 .1, ow..:evamn-la]4.r..:(J6TInI1-+aal PH:1800-643-5371 `, A - a:U0067 aAl.eom a ,.fo1®ngalnWhmwm DRAWING No �1 EB-00p6719 WALTER A TILLIT Jr.P.E. tn.r Ivrno avT m. a®w1 r en[ FLORIDA U.1 44157 . m tsm. m/ayn a BNER 10 or 13 1/4.0.3/4'TENS SCREW OR 1/4'.3/4' BOLTS W/NUTS&WASHER O 6'O.C. I 4•-B'(` Min. DusnNG WOOD BEAM REQUIRED.STRUCTURAL ADEQUACYOF / EMSTIA)OD BEAU CERTIFIED BYWREGISTERED TO BE i -WALL FINISH D.Ceo•THICK S.S. 1 SEE LIMITATIONS FOR ON SHEET 2 ENGINEER OR ARCHITECT PRIOR ROLLER HOUSING ® TO PRODUCT INSTALLATION. Ew E i 2•.a• 9E,g O{ WOOD HEADER\ OPTIONAL RAIN HOOD I REO'0./ EQ. EQ, NOTE FOR COMBINATION OF SECTIONS: • (NON-STRUCTURAL) 1- MOUNTING SECTIONS CAN BE COMBINED \ g /10.3'S.S.S.N.S.W/1/2'0.3/4' IN ANY WAY TO SUIT ANY INSTALLATION. WtBl0'7,'IIDN rLONG NYLON BUSHINGS( TOP) J AND 1'LONO(Typ.BOTTOM).ENCEPT / m AT ROl1.EI USR HOING(TIP.) \_ I ' _—__ \. —OPTIONAL-RNN.MOOD-_ --3 I _ _ (2)NYLON p 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO r% j (NON-sTRUcnIRAL) { '`"" I- ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL rJ.B55'0(TIP.) a f-- 1 Jf TL_I� I 3/I6•ALUM. 10 3' 0.373'LONG NYLO1I�—J i l_i - POP B . /PoVETS. S.S.S.M.S.W 3/18"ALUM. ALTERNATE LEG O 18,O.C. BUSHING W/A 0.150•LONG TOP SECTION I LOCATION couT, y D.500'O.D.AND 0.245'Ld.AND 0.223'LONG B I POP RIVETS (SEE NOTE•) 0.163'.0.270•.0.0O.D. 30' ( BOTTOM SECTION 0,320'O. MID 0,245'Id, ULTRAFAS WEATHER L77P•)I MIN.SEPARATIONMPJ I STRIPPINGEA.SIDE TO GLASS T O! �} "J (SEE SCHEDULE ON SHEEP 13) MIN.SEPARATION O! 1 �d O MIN.SEPARATION TO GLASS I Inn a TO GLASS I (SEE SCHEDULE (SEE SCHEDULE I ON SHEET 13) I T O! ON SHEET 13) - - T 131 v ®T ALTERNATE 3D, ALUMALTERNATE LEG I POP RNE15 O 5.O.C. i r- LOCATION I� OPTIONAL RAIN CUARO\ T O! T ALTERNATE LEG AT REAR. -�—1 r_fir LOCATION ' T Lj r I i _ / (SEE NOTE•) i (NON-STRUCTURAL) (SEE NOTE _ i' LL�JJ 'I Nil I I r II POP RVETS 015'O.CM� 2'.4'CONf.i r_� II n9 n AT REAR. WOOD PU I I 11 n __ 0 8 , I I , 9 a ----- ----- REO'D. N --------- 1 n a 3/16•ALUM.POP INErs �\ I ^ I 3 9 O 10'O.C.BOTH SIDES w 3/1 •AN.PCP RNEIS EQ. D. O 16 W0,O.C.BOTH SIDES o EOtE.. t � 1 2.6'MIN.WOODGECXRED 5k4'CONT. 1 N FINSH REOU(ALLOWEDWOOD PU7E1/4'0.3/{'TEKS SCREW ( )TENSSCREW RD•D. { I OR 1/4'.J/4'BOLTS W/NUTS S/L wASHER OR I �i '1 I &S/B•WASHER O B'O.C. Ca 1/4'.3/a'BOLTS W/NUTS& j OM�ON C4 � R 5/8'WASHER O�4'O.C. J I 1 2'MIN.ED. 2'MIN.E.D. L:010ECIgN tl �'I P �. � `l WML iWSH r } % TI. 1�1 i1 WALL FlI05H BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWrijE�I3'dO' � SECTION 7W ;�'��Q'�••' /r✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED •• 02017 TRhCO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRW BY. o.44167 W.L. INSTALLATIONS DETAILS INTO WOOD * FOLDING SHUTTER CORP. 0720/E17 IL ECO�N�. SCALE N.T.S. L O 1•Q TWJ7 TESTING&ENGINEERING COMPANY 7039 HEMSTREEr PLACE 9 / pp!(r/A`QC/F`�l I NS!xL]W St 6r vFmtA WSOq rL 3116! WEST PAW BEACH•FL 33N3 O�`•••'.10111 v'.• �v S�, Row,(-•wTn,-,Sao.ro,L-4�IF.,-,ml PH:iaOO-44--e371 1 7-082 od:ltllaco04ol.com w.dcl6n44hultm.wm DRAWNG No ••• 01 o EB-0006718 - - WALTER A TN11T Jr.P.E. m.r rrss,p. un m.r ovm.a, mn FLORIDA Un g 4a167 , m,o-•o,. SLaMa . SNEQ I OF 13 MIN.SEPARATION TO GLASS �d T (SEE SCHEDULE ) N UIN.T SEPARATION5 _ Of®1 t °t4 8 + ON SHEET 13) GLAS(SEE SCHEDULE I or ON SHEET 1S) OPTIONAL RAIN GUARD I (NON-STRUCTURAL) n I/4'0"1'7EK I FOP RNETSALTERNATE 3015-D.C. SCREW OR 1/40-1011' AT FFlUL. '� 9 S.S. UT IT, _ _ _ n h i 3/16•ALUM.POP RIVETS —WASHER O_4' n is O to•O.C.am SIDES EDGE OF SLAB —�-- Q IF APPLICABLE _ — EDGE OF SLAB '(3 IF APPLICABLE ALTERNATE LEG AN LOCATIONCONNECTION C7 --'-�_ (SEE NOTE')---� .1 ) j/ - 2'a6'MIN.WOOD K REQUIRED DEC (NO FINISH ALLOWED) OONHE1Cf10N m EDGE OF 2'MIN.E.D. SLAB I E r^ EDGE Of 2'MIN.E.D. APPLICAB APPLICABLE t SEE UMRATIONS FOR®ON SHEET 2 ALT TRACK AQAPTER MOUNTING INSTALLATION E0. SECTION 7BW (BOTTOM) 1 MIN, 1•MIN,E.O. NOTE FOR COMBINATION OF SECTIONS: 2'Y6•MIN.WOOD E.O. 1- MOUNTING SECTIONS CAN BE COMBINED DECK REQUIRED (NO FINISH ALU51TIM) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION 2'"4'CONE.WOOD TO G1A55 FLOOR MOUNTING INSTALLATION NOTES: PLATE READ. (S�SCHESHEET DULE SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO T BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)5/16'0 UG 2' / OF SCREWS W 2 t 2'MIN. E' °'—MIN.E.°. 2- SEE SECTIONS 6W& 14W FOR MAX.A.S.D. DESIGN W \ / / PRESSURE RATING& SPANS I 1'"a• PENETRATION AT WDWIDTH 60BJ-TB COHi. ALUMINUM TUBE (27 OF RAFTER/TRUSSES w \ f [ 1/4•94-(61 FLIT ITRUSS—EXISTING OR WOOD 2.4'MIN,W000 AFTER PLATE W/1/4'0"1'TEK STUDS O 16'D.C. ' ` 1 1 g ,�.�S SCREWS O 6'O.C.IN AT 24'D.C.MAX. j 1 3 BETWEEN TRUSSES OR - 1/8'x4'(6063-16)FLAT 1 PLATE V!/1/4'0■1'lEK ..• (2)1/4.0 TAPCON OR 1/4.0 CRETE-FLEX I •' 1 g SCREWS I. 4.O.C.IN '� ANCHORS OR#14 NOS WOOD SCREWS OR 1/4.0 ' n 'b SESNEEN TRUSSES NDS LAC SCREWS AT MIDVADTH OF TEL STUD EDGE(IF APPLICABLE) -- 2 1/2'Ifin.THREADED PENETRATION INTO WOOD ' STUD j G1 L r•' 1/4'0:3/4'TEK 1/4•MAX.PLYWOOD EXISTING SOFFIT I SCREW OR 1/4•-20"3/4' ROLLERS 10x3'S.S.S.M.S.W/1/2'0 X3/4'LONG aa 1l`` 11 I °'�E0' S.S.BOLTS 6 NUTS& (2)NYLON r �B (Tm• Ia 111 L' f� { 1/4'0.3/4'TEK WASHED O 6'O.C. 0.855'9 TYP.) NYLON BUSHINGS TfIP)AND 1'LONG 1 } I SCREW O- D.C. e'S (�.'BOTTOM),EXCEPT AT ROLLER HOUSING §10 a 3-5.5.S.MS.W/ a MO UN TO WOOD STUDS MOUNTING INSTALLATION 0.373'LONG NYLON BUSHING W/A 0.ISO- SECTION 14W(BOTTOM) LONG TOP SECTION O.SOO' 63"0,270' I I N STA LLAT I 0 N S D ET��tYt - OD.AND 0.245'IA.AND t .0.030' ( T�r' tE� MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 PSFI 0.223'LONG BOTTOM MIN.SEPARATION - INTO WOOD; `` p '�✓ SECTION O.S20'O.D.AND 10 GIA4S = WFATRTH�ER ► Q°N .•''••C ENS+ _ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) o.2as'I.a. (sEE scHEDULE srRwrwc FIN o� t SCALE N.T.S. ON SHEET 13) SIDE(TYP.) - ®2017 Tu3EC0 INc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CW'N BY' i i No.44167 ILL F`: FOLDING SHUTTER CORP. °'ATE IL E C 0-NC. DATE HEADER TO TRUSS MOUNTING INSTALLATION 0 �1i: �4+;' TILUT TESTING«E71aINEERINO COMPANY WESTPALM BEACH.FL 33UI3 O Htr.aHn.a.ss.aca,WAata.wmTrF,D AI W 17-082 5-ECTION SW (TOP) FMn.e0]Tmt-ta]o,Ia.t(a1 F)t-tAt PH:1800-843-N7t 1"�• 00067 um.cem .nrla gMuncaoom ORAMIKc No G `4 Ep-0006719 MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF raLTER A.nwr"P.E. P 1LRE/OATE FLORIDA Uc 44161 m tsau mnwn _ _ _ SHEET 12 OF 13 MAXIMUM WIND PRESSURE (p.s.f.1 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) eN m w suns sms A Ykt ALLOWABLE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE P PosrnE r¢wTNE AT " CON CONNECTION ANCHOR CONCRETE CONCRETE BLOCK . ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR WtTSSURE PREsmw &Borrow TYPE SPACING TYPE TYPE 1i+1 I R-1 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib ft A B C A C E A C F 60.0" 60" 88 Ib it 9 42 Fi - 388 LB/FT 157 LB/FT 134 L6/FT 256 LB/FT 397 LB/FT A B C ° C 35 psf 100.0" 100" 146 Ib ft C1 6 473 LB/FT - 418 LB FT 236 LB/FT 202 LB/FT 383 LB FT 432 LB/FT C1 9 417 LB FT - 388 LB FT - 134 LB FT 144" 144" 210 Ib ft 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT - 202 LB/FT 60.0" 60" 100 Ib ft C2 9 456 LB/FT - 362 LB/FT 250 LB FT 190 LB FT 318 LB FT 380 LB Fr 12 375 LB/FT - 334 LB/FT .__-_____.142 LB/FT 40 psf t144" 144" 240 lb 100" Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 240 ft 600.0.0 6 502 LB' 60.0" 115 Ib ft 9 390 LB/Fi - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/Fi 329 LB/FT LB./FT - 419 LB/FT - 285 LB/FT 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 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" 187 Ib ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 221 Ib ft 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" 1 144' 275 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 1357 LB/FT 483 LB/FTj 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 Ib ft 3 B FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0" 187 16 ft W9 -T - 224 LB FT 81 LB 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0" 100.0" 208 Ib k / /FT 83 LB/FT 143 LB/FT 103 LB/FT g 226 LB/Fi - 224 LB/FT - 83 LB/FT 120.0" 120.0' Z50 Ib ft - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 6 226 LB/FT - 334 LB/FT - 1 3 B/FT 144" 140" 300 Ib ft - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 334 LB/FT - 125 LB FT 60.0' 60.0" 138 Ib ft 25 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT81.0" 81.0" 187 Ib ft 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT55 psf 100.0- 100.0' 229 Ib ft 975 LB FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT -120.0" 120.0' 330 Ib ft 301 LB/FT 1B3 LB/FT - - 114 LB/FT 153 LB FT 3 663 LB/FT 756 LB/FT 646 LB/FT - - 0.0 134" 150 Ib ft C7 3 358 LB FT 402 LB FT' 244 LB / 4 232 LB/FT 236 LB/FT 183 LB/FT - 60.0" 60.0" 150 Ib ft / / LB/FT - - 152 LB/FT 204 LB/FT C7 80.0' 80.0" 200 Ib ft 2 - - - - - - 305 LB/Fi 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0' 100.0' 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0' 288 16 ft C8 8 736 LB/FT 894 LB/1 614 LB/FT - - 397 LB/FT 252 LB/Ff C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 1530 LB/FT 336 LB/FTj 6 1 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" V187 0 Ib ft 65 psf 92.0' 100.0" 1 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 60.0" 5 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 92 lb ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CO C. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL _. 121" 4 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 7 Ib ft ZONE 1 2 3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" O N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117' 114" 387 Ib ft 5'-1D' 2 1/2" 1" 2 5/8' 80 psf 113' 111" 400 Ib ft AS LESS g 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' 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" m CRETE-FLEX 3.00" 3.00" O N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87' 82" 484 Ib ft >8'-3" E 1/4" m ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80' 76" 463 Ib ft TO 12_0" 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74" 70" 484 Ib ft i I �14 NOS WOOD SCREWS OR 150 psf 69' 66" 4B3 Ib it l,fAAaii.•��.r;._ F 1 4" NDS LAG SCREWS N/A N/A O N/A N/A N/A 2.00" N/A 160 psi 65" 62" 4B3 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. �jk A•TIL(/ ,tI��• , FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) A84IE5: + EXCEPT THAT 3 5/8" SHALL BE USED '' ••• ®2017 TILTECO INC. DRAEN 6Y. L+:MAXIMUM ALLOWABLE PRODUCE SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, � •� •'•.•" TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NL GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING.L,LW.ALLOWABLE 4, 4A & 7A GIVEN NEGATIVE 0.5.0 PRDESICN PRESSUODUCT SPAN RE ,•�-- a 07/20/t7 RATING. IL E C O MIIC. FOLDING SHUTTER CORP. DATE •I " , � . tLV NW.3OR SL S&ENGINEERING 4A COMPANY OMM1P ANT NEST PAW REACH.FL 3N 13 17-082FINAL MAxMUM ALLOWABLE PRODUCT SPAN IS TIWT TESTING 70B9 NELSTREET PLACE EQUAL TO THE MINIMUM DETERMINED PRODUCTw*.•.:ce-xOl�t-wsn r".,rys)erw-law PH:tItOO-BIS-6SI1 A II:GlLecoacal.cm -.f cholluscom - --SPAN BETWEEN"L+•AND"L-'. Ojj�A• �QR1O EB-W06719 0 DRAtlINO No HALTER A MLLIr Jf.P.E Fl.ORIOA Ue. N767 ot/p/n wn s4m 13 OF 13_.