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Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQw... BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I SCIS Site Map I Unks j Search I .0 Florida -.'- - I{=-I "E Product Approval - 13s; USER:Public User c'' Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Re Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@fold!ngshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop,P.E. 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 1 of 2 12/5/2017, 11:46 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=WGEVXQw... Equivalence of Product Standards Certified By Sections from the Code 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 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 ation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG Approved for use outside HVHZ:Yes 17-082.PDF Impact Resistant:Yes •Walter A.Tillit Jr.,P.E.PE-441152 Pressure:+160/-160 Created by Indepen en Ir arty: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 pubric-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 bgrs<. ProductApproval Accepts: effi 7-,1i:� ® wg Credit Card Safe 2 of 2 12/5/2017, 11:46 AM GENE eL NOT S: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G=0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 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 RW/SUILDEX, DESIGN WIND LOADS SHALLIBE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVNZ) OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 1 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. 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 114 NDS WOOD SCREWS OR REDUCED TO A.S.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 I 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 7. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED W 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 114 NDS WOOD SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SWILL 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& 1609.1.21 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.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAS 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. (P) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE 1 10 x 3", 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 TTW BUILDDL 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, 19351. 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 IfW BUILDD(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 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 B. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307.GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHAW.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 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUIL.DEX, 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"SPUD SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Fc-3000 psi. LABELING 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.fc=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1) 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. A.2) 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 EMBEDMENTIINTO 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 D0.SL CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &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.O.R.) 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 P.E.D. ENGINEER, SHALL SUBMIT - 1/4"0 TAPCON W/ADVANCEDTHREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDIX.INC. TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 x 3/4'SOLD 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. 4 �I yPREPARED IT. NOT THIS 8.1)EMINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. LL1fpjjf� � PERMITS NINTHE SHALL OOFYFLEORIDAED TO OBTAIN MINIMUM EDGE DISTANCE(E.D.) SHALL BE AS PER SHEET 13. 1011 `Y'•',`�C ENS �'A'G B.2) 3/4"SOLID SET,ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8') INTO THE CONCRETE BLOCK UNIT. NO �,•'•• FLORIDA BUILDING CODE (High & Non High Velocity Hurticane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG ', NO. ,�16�+ S { 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAYL�' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, .�y• SFr 07/20/17 ANCHORS SHALL(BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �'• ` 'L ®SRC. FOLDING SHUTTER CORP. GATE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. ^ O �° 7098 HDd61HEEi PLACE TILLIT TESTING&ENGINEERING COMPANY WEST p/,LI(BFALH,R]54/7 • ��t.+ ATa1 Na.m'as '.w�acuu uamrs.n.areae 17-082 .(am)att-tali. ,(amen-tm+ PH:1600-647-6771 e _A••••�{•,•••1• -mad:181 OAOLcom n.cfOltOngal,t,RAn.txm DRAWNG No V OR�1 �� ®. LUT _ WALTER A.TILDT Jr,P.E. J'P.E�S�FL/SIGNATURE/GATE FlARIOA Lic.P 44167 as te-m. m/.ro/a m SHEET 1 OF 13 �]Ba6• 0 7 2300- � I I .oat' & R119' � n °a7 � .063•�I.IH•—{ Ory' I IJ69" �J .971' I �� �• I .QQE. I33a- iO SLAT 1365 .669 1.9Ja"-� 606J-T6 ALLOY ® SLAT WINDOW Q L—END Q FLAT ENDCRUERIOR 275°•— (7 E USED FOR ALL INS IONS• 6063-T6 ALLOY 606J-TS ALLOY 6063-T5 ALLOY 5Q EXTERIOR CENTERPIECE MAY E PERFORA7 ASI PER (TO BE USED ONLY FOR INSTALLATIONS 6063-T6 ALLOY DETAIL ON s i 30 FEET OR HIGHER ABOVE•GRADE CENTERPIECE MEASURED AT BOTTOM OF OPENING OY SEE COMPONENTS 20, 21 &22 ON �/��11� SHEET J.) 7606" �]�• .6]I" 1.715" 2NT' r—' I.D61'1 271a•� .99]' 4 $, 120 Z012 I ��. �2af2" 26 57"� p I .12a" .179��--.--� �1 .f00- 1l .l 3 I I .09]' .o9a• .062' n i .062 0m g -�. .aaP 1 .067• ! 25]]•--� I V 2116" ® WALL HEADER ©�YT�7�TT211LLii1��r��nnY B'0' ES �CLEZMNG HEADER ® BOTTOM SILL TRACK5M.AX.. BOTTOM TRACK ADAPTER6063-T5 ALLOY a]i2•r;/llL•.D TRACK Y 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY sm-r 12.696"— 7 t2 Tlll�°6 COMPONENT a tt t2 a 13 2' 25" 0.125" S I •- o , 1 .csr• ' 16 2' 4"MAX. 0.25 0.25" _ qq .069• I I 0 I 7© 1' 2"MAX. 0.062" 0.062' 8 I 1.11a• 11 ALT. BOTTOM! TRACK ADAPTER (g) BOTTOM RAIN GUARD © 6 ALUMINUM ANGLES ® RAIN HOOD 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 606J-T6ALLOY r1.IJa'I JAS///A/ ®/A ♦ E/ Y / S a •diiCC _+ Sao• � ;It!�� ,A $.. _ �. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 0�-'� ; �, •(r ®2017 TaTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° �� 018"0-16 ACETAL --2taa DATE LOCKING TUBES IL E�:®�wc. FOLDING SHUTTER CORP. °'�`°"' THUMBSCREWS ® AT CENTERPIECE 9 CORNER POST ' p ;` TLL T TESTING&ENWNEERING COMPANY 1099 HEL9IREET PUCE - r� !`J9 xH.SGT.SL.SU.]0a.rA.7NA D/.RtOS R y,Fs WEST H. BEACH.43 EL 93{13 '7-082 FOR 4 & (aoam7,'?1°.rw:aDan7,-v, Px 1a00-els ent 606J-T6 ALLOY ':pirj.'••,�0R10�:'.��+1�1 c- 0a:blteeDODDl.cnm m2adngeh➢Renwm 0luwxa xD cc I E9-0°06719 l pp WALTERA 1IWT Jr.P.E. - I®�AW9�iN [JbA7E FLORIDARI Lk.0 44167 m/Ie/n o61 SHEET 2 DAF 13 i IZ YJN CIFA6ANc6 I (J)ROWS OF lrrua F4au+vcE TO cooc, /r 1/4.O HOLES To— FA SPACED _ ART O 0 0 / IN 1/1. OTTH I Z-CLIP EACH SIDE TABLE 1: SOURCES FOR®&©7 000 �'�� i DIRECTIONS. Ta/a. /�OF WINDOW-(SEE TABLE I) OPTIONS frau.)alo x SLATS I 0 0 y I SLAT'S I TYPCAL PROPERDES STANTI4RD 84YMSIB/POW YATNE I C KNUCKLE 000 KNUCKLE 1 REMENCF SCIENCE N�) 000 gyp)) \I I ZO LLCAUKROLON 3103 LE1Y4J 1LL3 RESIN 0 0 0 I nH clrel, 000 I VIEWING SPECIFIC DRAWN ASTM D792 0.043 Ib/in 0.043 lb/in' 00 I i __ I I WINDOW \\ � UFC�:I[.+• -I� I _for Po¢ax/m- -+ TENSILE YIELD STRENGTH ASTM 0638 9,400 P.si. 9,500 P...L ar air FLEXURAL STRENGTH AT YIELD ASTM D790 12500 P.S.I. 13,400 ps.L FLEXURAL MODULUS ASTM D790 340.000 �1 tl A 3A. P•a.i. 345.000 P•a.I. 2 p +.. Nuc)&o SNAP-1N END IMPACT; h LOCO- C)4 � I �'� CUP TOP OTTOM 2O MAX. C3 ^` OF WINDOW NOTCHED ROD ASTM 0256 18 FT-Ib/in 17 FT-loin I I FIRE BURNMG CH0.0.nCTE S? : (SEE TABLE 2) 11ICS SMOKE DENSITY ASFM 02843 47.2 X 64.5 S MAX �y I RATE OF BURNING ASTM 0875 C-I CLASS C-1 CLASS 3 I —1A \ SELF IGNITION ASTM D1929 1040'F 980'F H SEAT WINDOW W�il I SLAT WINDOW /\ 0.060'THICK WEATHERING: ASIM 6155 U W U S v POLYCARBONATE VIEWING TENSILE STRENGTH AFTER WEATHERING ASM 0638 9302 P.J. 2 h WINDOW(SEE TABLE 1) 2 NOTES, TENSILE STRESS BEFORE WEATHERING ASTM 0638 8461 p.s.L8840 P.si. i. 8880 p.c.i. m 1'000' i C`w -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED h N A MINIMUM OF 24'APART, WITH 12'MIN.FROM ENDS OF SLAT TOP&BOTTOM. m -®SLAT MUST NEVER BE fNSTALCEO ADJACENT TABLE 2: SOURCES FOR _rur� nov TO EIJTFRPlECES O4 OR©, NOR AT CORNERS OF PRODUCT. STANDARD MASTER TOOL COMPANY 060 OO I BLACK NIZON PARE 0 o I I---� —f ate— ® SLAT i1TINDOW DETAIL rrPKx r�rOPamLs RLTFRENCE p 2OSAwVe Xg O O (EI.EYARON) PHYSICAL• < SLAYS / 000 I SLAYS I/ I 20 SPECIFIC GRAVITY ASTM D792 0.042 Ib/In' KNUCKLE—� Ono KNUCKl, VffWING MFc!!a!Cep N (1YP) I 000 (Iyp) a/e WINDOW a TENSILE YIELD STRENGTH ASTM D630 11.500 P.sA. 000 --+(J)ROWS OF NaaTJA4a d anaP• aoeo• FLEXURAL STRENGTH AT YIELD ASM D790 15,000 P.si. 000 EIL P HOLES r ate; FLEXURAL MODULUS ASTM D790 450,000 P.s.i. T O FA SPACED I R p t7eorA 0tElutHse J/8'APART rM�a caE.NUSE I N a aaeo NOTCHED IZOD ASTM D256 0.6 FT-Ib/in IN BOIH 7ouA•roonom DIREC ONS. 1'a an ; �f THERMatyROPERREs: azw• ��- COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x l0'ia/ia-'F FLAMMABILITY UL 94 V-2 21 2-CLIP ® SNAP-IN END CLIP MELTING TEMPERATURE ASTM 03418 500'F BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE. MAY INCLUDE PERFORATAONS AS PER THIS DETAIL TYPICAL n SLAT WINDOW DETAILS -MAX. (2)WINDOWS AIRY BE IN;ONE SLAT SPACED M/N 24'APART(U". EVERY 10 SLATS). Wf 201 VIEWING WINDOW & 21 . 22 CLIPS TYPICAL ALTERNATE PERFORATED SMALL MISSILE I PA (1)SLAT WINDOW ELEVATION ��lij'W_ 4 (LARGE MISSILE IMPACTS 114 �`C ENSF'•.V�Vy FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NA.(34167 '; _ ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR N BY! y� gILL IL E C®iw�. FOLDING SHUTTER CORP. 07DATE17 Q•�. TILUT TESTING&ENGINEERING COMPANY /CA•. ��••���'t esss N�.xu. 688 HEUSTRELT PLACE sa s. wPADA BEACH.FL 334 13 C' '•., . .i aam +-+a10. PH:1°0°-84}37 61 17-082 oV ••' �'f�.�y� - I:hltaeo600l.Com.com .v.fol4lnpabutten.wm DMNINO No 70�,���\ .•'�+ EB-0006719 mtasnm.p Wrt WALTER A. c.0 Jr. SHEET J OF 1J P.E:STA2/BNPAA111RE/DATE FLORIDA Uc.P 441P.E. ' I 1 @ ,16 ,.`7) OR 19 I 4 OR,5 ® (2) M { � I , N o IUSE O.C.FOR PAN530• 1`5♦ n $0 ♦ NOTES ON AS,'& LOCKING TUBES @8I AT l&&ID. X L�t UP TO 99 0 1. TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED L m O I AT 30' O.C. FOR SPANS UP TO 99".USE THREE(3) 1 FOR LARGER w USE(3) S AT 3O'O.C. SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT A$MAY BE I I o FOR SPANS LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES N \ i THAN 99' UP TO 144'• ®OR(g). LOCATION OF SJS SHALL BE AS SHOWN ON TYPICAL ELEVATION. V) �' 2. (2) LOCKING TUBESt�SHALL ALWAYS BE USED TOP & BOTTOM AT 0 N I 1 PRODUCTS CENTERPIECES 4 OR(5)AT AT ALL INSTALLATIONS. LOCKING TUBES I SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 - LUt / T SEE LIMITATIONS FOR®ON SHEET 2 1 SEE END CONNECTION DETAILS I � � � ON SHEET 9 TYP. FULL HEIGHT, FOR �6 , 07 , I /1+ !C) , C)+ 16 ,®+ 13 , CONCRETE, CONCRETE BLOCK OR ,.Z �./ WOOD INSTALLATIONS. O9 + 10 go+ •10 + G , ,(:g)+ 11 UNLIMITED WIDTH TYPICAL ELEVATION xa N. T. S. I NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. Il��ii�si J+ SEE SECT ONS 4 THRU 6 ON SHEET S.SEE SECTIONS 7. 7A & ON SEE SECTIONS 1W & W7ON SHEETS 07 ,1i1�P�-�(,� SEE SECT ONS 4W 4AW & 7W ON SHEET 11. ,i' S' �(jEhf •. 4' SEE SECTIONS 7AW, 76W, 8W & 14W ON SHEET 12. ••\' `S '• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �o.44167 02017 TILTECO INC. OPON Itt: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. 17 IL E C®,,o FOLDING SHUTTER CORP. °'WE 1 n� • Ol,T O y�lil TILLIT TESTING&ENGINEERING COMPANY 7089 HEMSIREEr PLACE ••• ' \V,� N]]N�"SWA 81..SW iG'.v'GMA cWQ]6.R S]IW WEST PAW BEACH.R 51113 P17-082 r� (]+bmxl-Ivo. .(]mbTl-IVI N:1800-643-071 p ^ 6\ ml:Ru,xooa4Lxm ..H raamy,non.n.eom DRAWING No ! 'iI.�� •'`• EB-0006719 WALTER ATI 67 Jr.P,E. P:E'SEAI� fX]Al11RE/OATE FLORIDA Ua y 44167 m/xo/n `� SHEET 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK 1� WALL REOUIRCO. CONNBGBON C OPDONAL RAIN HOOD r.,4,,OPTIONAL RAIN HOOD REOUIRED.OURED NCREfE • TRIM EXISTING NO ST HEAD WALL 0.080'THICK S.S. i `-' NON-STRUCTURAL) (NON-SIRUCNPAL) (SEE SHEET 13) ROLLER HOUSING ( %! ` (TTP.) ' �' I 1.000 2500•MIN./ W -•- n 1 MIN. ED. �--�y('�� 1111421,1211/ / l (2)rmoN I �----1 %x� WTStECTt0.N C2 i I� ----- « / // 7f(( ///J / R�Ano HOOD ROLLERS v 3 �j1//1/ F ////i �., n O.B55'0(T1P.) (SEE SHEET 1!) i� I / 11 �' iI1 (NON-STRUCTURAL) #10 x 3•S.S.S.M.S.WI o M 3'LONG NYLON a 3/18'ALUM.POP RNETS. 3/16•ALUM. %' L- BUSHING W/A 0.150' CONT. POP RIVETS. •_ o Ts•o.c. I I(2•x4•WAX.) LONG TOP SECTION 0.500' D.C. 0.163'x0.270' 6 18• I _ O.D.AND 0.245•i.E.,l AND ( T 1PPCON W PDVPNCED / ~ I 0.223'LONG BOTTOM 5RAF / / J ULTRAFAB j I MIN.SEPARnTON 7HREPDFORN TEG/NOLOGT SECTION 0.320'O.D.!AND WEATHER OR 1/4•o CLOG 0.245'Ld. STRIPPING EA. POURED CONCRETE 7p GllSS 1/4.0 x V TEK (IYP.) I SIDE DYP.) w OR CONCRETE BL SEE SCHEDULE ._.� CONSTRUCTION PRODUCTS_ B _ r Of �W WALL REQUIRED. ON SHEET 13) , Of H� CRETE-FLEX W/1 3/4 I S.S..MS WITH NUT2#xt' POP6RIY�E75� / n T N cii 1/ I / 1 vU=i AIN.EMBEDMENT o fi•O.C. I WASHER O 4'O.C. 0 18.O.C. 1 or T� V I '� POURED CONCRETE I OR CONCRETE BLOCK I I M .SEPARATION T WALL REQUIRED. I _0 GLASS T or 0 —V EE SCHESHEET ULE13)f ,4-� /, fJ� ON SHEET 13)I '[7'T w •% .%% 1 Tom• MIN.SEPARATION 1 •2 /„ I I TO CLASS POURED CONCRETE (SEE SCHEDULE OR CONCRETE BLOCK IpI ON SHEET 13) WALLREQUIRED, p I Or CONNECTION C2 ////%//j v (SEE SHEET t 3) a i 1/4•o s 1•TEK Q!l f 1 /! SCREW OR HNUT 11hx1' w I S.S.MS WITH NUT •-g �f/ •\ �_\ �� �c WASHER 0 4'O.C. l // \ 1/4'o TV BUILOIX i ! j1O.3-S.S.S.M.S.W/1/2.0 n TAPCON W/ADVANCED I 1'LONG NYLON D3/4-BUSHINGS 71g�ApFpRM TECHNOLOGY cQEmHEEH cT (Typ.BOTTOM).ANDJ/4 WALL FACE MOUNTING INSTALLATION CONSMORON PRODUCTS I 13 g (SEE SWEET t3) LONG(Typ.TOP)•EXCEPT AT ROLLER HOUSING(7YP.) SECTION 2 CRETE-RIX W/1 3/4' WN.EMBEDMENT 0 6'O.C. I (2'x4'MAX. WALL FACE MOUNTING INSTALLATION �A SECTION 11/2- "`"°� + SPACING ANCHOR SPAC6iG i o O O O GROUTED BLOCK R R 1A00•-y (MIN.rc=2 kE GROUT)OTE MIN. POURED CONCRETE �/ j/ WAISTING NON STRUCTURAL WALL TRiM(DECORATNE SILL) 0 0 LOJ-' L ANCHOR_ SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 , MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE I`'��*���.•A"e.T,1`�1-` MAX.A.S.O. DESIGN PS ECR TONG - +65.07, -90.0 PSF & CONCRETE BLOCK �q'I �' �\C E�SF' %` FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. Q, ®2017 TILTECO INC. DRAVN If Y: •�.2 4167 TITAN H FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: E.D. = EDGE DISTANCE o7/2O/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) O '' I L �► 1 W c. FOLDING SHUTTER CORP. DATE --RM•'.,C.' /• '6 1 TILUT TESTING d ENGINEERING COMPANY 7089 HEMMEET PACE 77-082 IN ANY WAY TO SUIT ANY INSTALLATION. = �1 tl' mst pW..Lu.s4 m.as.xx0 vAroc,n a61w WEST PAW BEACH,R 3]417 _ R .t :Cm7an-Isw,rm:<.w7eTt-ut1 PH:1800-643-6371 V ,' a- a9:191ecoOeRt.com nrx.faldinpahultan.wm DRAWING Ho t SEE LIMITATIONS FOR @ ON SHEET 2 NAL��'' WALTER aamui dr.P.E. wa P.E.SFl1/SICNATURE/OATE FLORIDA Uc.111 44167 mryerya mr SWEET 5 OF 13 1/4`0 x 3/4'TEKS SCREW OR 1/4`It 3/4' /r ! BOLTS W/NUTS&WASHER 0 e'O.C. r RO0.060'THICK S.S. I} POURED CONCRETE OR_ LLER HOUSING MIN.SEPAPATION MIN.SEPARATION CONCRETE BLORCCKOUWRLLL I ' TO GLASS ! I L STO EE SCHEDULE LE OPRONPL RAW H000 Y-—(SEE SCHEDULE ( Of CONNECTION C4 EO. E0. ON SHEET 13) T Of a ON SHEET 13) �f r3, (SEE SHEET 13) (NON-STRUCTURAL) I /10x3'S.S.S.N.S.W/1/2.0 ®� ALTERNATE 3/16'ALUM. II ALTERNATE%/11 'ALUM. j • 1 I / 3/4'LONG NYLON BUSHINGS POP RIVETS m 5'D.C. / P f-(TyP•TOP)AND 1'LONG(Typ. POP RIVETS5`O.C. YI Y P� AT REAR. n I I BOTTOM),EXCEPT AT ROLLER ATREAR.� RINSING(TY P.) I 0 (2)NYLON ROLLERS z u 0.855`0(IYP.) �' g 0 TE0.EO. 'i /' I - n n i 3/16'ALUM.POP RIVETS / \ 1 3/16'ALUM.POP RIVETS 0 ^I I / `i I ''(j O 10'O.C.BOTH SIDES O 10'O.C.80TH SIDES ILECERNATE&ANCHO/ ^ 3/16'ALUM.POP DEQ. E0. ORIENTATION / B RIVETS 0 1B' #10 a 3'S.S.S.M.S.W/` 0.373'LONG NYLON ONi.0.163'a / /,% / I GUSHING W/A 0.150' / % % �� REQUIRED/•PLYWOOD LONG TOP SECTION 0.500• NIN SEPARATION i 0.27010.030' ` MIN.3/4'PLYWOOD % 1/2'MIN. 0.0.AND 0.245'Ld.AND I TO CLASS WEATHULTRAER AB 1 $ REQUIRED \\ 0.223'LONG BOTTON —(SEE SCHEDULE WEnTHER --i�Of ^w� 1/4'o TAPCONS OR— / / \ / STRIPPING FA. \% ON SHEEP 1J CRETE-RIX g j 7/4•THRU BOLT w/ BECTON.245. O.D.AND' ) SIDE(TYPJ t v w ANCHORS 6'O.C. %. i WASHER&NUT 0 10'O.C. 0.245•Ltl. ! I TYP T EACH SIDE. ( ) X1/4'THRU BOLT W/ 8 ! 1/a'0 TAPCONS OR 1 ` POURED CONCRETE OR WASHER&NUT O 5'O.C. B CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL % 1/ Y TI �af REQUIRED 2"x4"OR 2`x5`x1/8` POURED CONCRETE OR—/% 513"xl/B'6063-T6 CONT. ALTERNATE 3/16•ALUM T AAWGLET6 CONI.ALUM. CONCRETE BLS REQUIRED ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5'O.C. AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING I \`� SECTION 5 INSTALLATION SECTION 6 c /✓/r,//,!;,i%%i� MAX A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF IMAX.A.S.D. DESIGN PRESSURE RATING= +65.0, -66.0 PSF nI /1 W •� n g 0 v _= 3/16'ALUM.POP RIVETS 0 MIN.SEPARATION TO GLASS •2i n 10'O.C.BOTH SIDES �SEE SCHEDULE ( c j O ' ON SHEET 13) ) —ALTERNATE LEG or J 1 h LEO./I E0. / ORIENTATCONNECTION C3ION T W `ALTERNATE LEC (SEE SHEET 13) , i..�� i /' J/� •&ANCHOR / /�.,%�. i/// ORIENTATION L 1/4'0 x 3/4'TEKS SCREW W/ I POURED CONCRETE OR '/ 5/8'WASHER OR 1/4'x 3/4' I •s 1 CONCRETE BLOCK WALL BOLTS W/NUTS h 5/8`WASHER 0 w I� P REQUIRED 4'D.C. ��mPnmmmell BUILD—OUT FACE I MOUNTING INSTALLATION % a SECTION 4 (E �� 3 1/4.0 a 3/4'TEKS SCREW POURER CONCRETE OR OR 1/4'x 3/4'BOLTS W/NUTS INSTALLATIONS DETAILS INTO CONCRETE CONCRETE BLOCK WPED &5/8`WASHER 0 O.C. REQUIRED _11,� JJ/N�o & CONCRETE BLOCK B U I L D; r•----•MIN.E.D.----1 I rEO.I EO.--I POURED CONpTETECOTAlrZRWN C7 r REQUIRED�\I � (SEE SHEET 13) 0.060'THICK S.S., / ROLLER MOUSING �/ OPRONN.RAIN HOOD / / / �%(NON-STRUCTURAL) . (2)NYLON ` #10.3'S.S.S.M.S.W/1/2'p HOLLERS 0.855'0(TYP.) .3/4'LONG NYLON BUSHINGS (T7p•TOP)AND 1'LONG(Typ. 8 I BOTTOM),EXCEPT AT ROLLER 1 HOUSING(TYP.) #10.3'S.& 0.373'LONG NYLON—� I I 3/16'ALUM.I BUSHING W/A O.I50' i POP RIYEfS. I LONG TOP SECTION 0.500' I ®18'O.C. O.D.AND 0,245'L PND CONT.0.18310.270'.0.030' 1 0.223'LONG BOTTOM CONT.PB WEATHER SECTION 0.320'O.D.AND I STRIPPING EA.SIDE(TYP.) 0.245'Ld. I 1 or � ) t a o MIN.sEPPRAnoN /,..(fv�or a' n TO CLASS ! �1 t 1 /• (SEE SCHEDULE age 1 MIN.5 pARATION I I ON SHEET 13) I a v TO GLASS I I I (SEE SCHEDULE I 1 or I`� ON SHEET 13) t I +'x' MIN. CLASS ON 1/a'0.1'TEK SCREW OR ( ) m i ( 1/4►-2011'SS.MS WITH (SEE SCHEDULE f or Q ON-ST RAIN GUARD i I NUT&WASHER©4'D.C.-\\ I ON SHEET 13) (NON-STRUCTURAL) � j � ALTERNATE 3/16"ALUM., POP RIVETS®5'O.C. I OPTIONAL RAIN GUARD AT REAR. f 1 (NON-STRUCTURAL) I I I FMM ALTERNATE 3/16'ALUM, ALTERNATE LECPOP RIVETS O5'O.C.4IAT REAR9� `}/16'ALU .POP RNETS ANCHOR wGH T� CONl�fW4 C7 n 01 10'O.C",BOTH SIDES �\ I I (SLS SHEET 13) ^I n'n 3/16'ALUM.POP RNETS ` _.:;yr____ O 10'O.C_BOTH SITES EDGE 0 EO. SUB IF i / / / / EDGE OF POURED CONCRETE) CONtEf:I1D!! APP LIE /% SLAB ILICA&P REWIRED I (SEE SHEET 13) L—E0. EO. �/ REQUIRED. � ONCRETE \�\ POURED CONCRETE / •MIN.E.O. REQUIRED LNNECTION _ •MIN.E.O. •MIN.E.D.D (SEE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BU(CV-:: __ SCALE: N.T.S. 11111 ...,..C�T✓_.. AA�.�;,. \C�NS FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) {�1 ®2017 TILTECO INC. D�BY: NOTE FOR;('.OMAINATION OF SECTIONS: * E.D. EDGE DISTANCE o No.44167 � TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �( D7/zD/t7 SYS ¢ �L FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. .L % 3�rTt, TWT TESTING&ENGINEERING COMPANY 7089 HENSIPEET PULE 1 SEE LIMITATIONS FOR I�ON SHEET 2l � `7 aus Nom.,• .s�,sM.sos,waaw.crAwa.n areae WEST PALM BEACH.FL 33413 17-082 !!lMMM✓✓✓ .swmrl-1sw. (sssle�l-Iml PH:1900-u43-63n S�/fc) - I: 0006Oool,com .r.f�nn ohuN.n.mm DRAW NO No }I EB-0006719 o• WALTER A nLLIT 3r. m."• .•p E.�SPAL/SICNgUPE/Gni FLORIDA Uc.1114416767 ar/aa/n SHEET 7 OF 13 POURED CONCRETE OR cm=cONC1&TE 6DD]'WIC &=WALL RECNRLD (SEE SCHOUIE) !--® SPAN 1118E PER SCREDLLE (7)A0 5 OF 1/•'A TAPCOL6 X ! X ANCHORS(i W.)(3EE SCHEWLE) / / / /•_ ///r�/- TABLE 1: MAX, SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # (a)1/a',3/4•TLTIs sCREw ____ AT z•O.c LaumueNALLr. o• o o j- -' 0 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORSSPAti TUBE PER SCHEDULE TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE _3-TS Aum o o 0 0 o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM I i Jr In 4 SPAN I m*a � ITmJ 1/.•...3/4•TEN sa+Ew ��/ Tr a o a•O.a. / 1/r Tro: TUBE TUBE TUBE ]•.4•a 3•.3•w L I3•,4'0 3.13.11 = 60" 106.0" 13 8 / I : 6gP�7'.-�•.T/•1i lENcm 3•.7•.1%4•.1.014 N 1r i (sEEWSUI`UMI / (�sCHU."z"`E � 2"x4"x1/8" 96" 85.0" 17 10 a flI CDVLQ � ancla I a 144" 69.0" 13 8 UENCTN(TYP.) i •.r TM rs•or a8 1 I 80" 117.0" 17 10 2 /41 IENCTx g { saes-Ta 1. walE at E at I a 1/x• I 2"x4'k1/4" 96" 110.0" 21 12 (SEES ULE)1 H ENwc wro E0.011+.7 I - i uAs.sPAN TuaE roENcnl 144" 91.0" 21 12 80" 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOP1 SPAN TUBE MOUNTING INS'TALAnON xiLc nrs" 2"4"x1/8" 96" 100.0" 21 12 SECTION % 144" 81.0" 17 10 SG p nT.S . SPAN Tum LEN 80" 124.0" 21 12 E0.(frPJ � �-oPEwrwn 1/'-TMP' 2"4"xl/8" 96" 114.0" 21 12 u9B 1 144" 93.0" 21 12 r-3'+4'^r 3'.]•or § I I >�VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 1 010-76 AL I ANG I3'a4"ar]',]'ar aoa3-Ta AEuu,Axci.E a T y� c 'Nl/4•N LENcm I SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN (SEE SCMDLIIFJ I a Ta ALUx."LE I .� SHOWN ON TABLE 1. J (SEE SCMEIxItE) I g V Y Y I €a TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) V a MAXIMUM O O\ I TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS �T \ o e,O./ mt o O O SIZE SPS SPAN LENGTH EA. END PER END OF TUBE i - ------�--;---- 314'1 3'.r SPAN TUBE PER SCHEDULE - - ----- -- - ----- 3.1241/••.IENGM �i / (SEE S'ar]IEEDULE)ANaE 60" 76.0" 13 12 `r �/ A -(s)+/••.]/4•ms suFw 2"x4"x1/8" 96" 60.0" 17 15 .000'UJJL 7'O.C.LGNGIMw,1LY. 4-Mw. 6.0 AT SPACING SPIN NBE PER SOIEDULE 1 Is 6scNo&E BOw@'w'�s(m.) 144" 48.0" 13 12 m ADUT�ED Cc ccNEE E ` ) (2)ROWS w I/4'e TAPCONS 80" 87.0" 21 18 MgCT WA RMURCD uiawlRs(m,)(5aSCHEDULE) TYPICAL ELEVATION (TUBE AT BOTTOM) scut Ya SPAN TUBE MOUNTING INSTALI�TION 2"x4"x1/4" 96" 79.0" 21 18 SECTION Y 144" 65.0" 21 18 (e)1/4',3/4'ras SCREW nis 4 1/7•EA SPNi TUBE LLNGTH A7 r o.e Loxc°unxuLr. ]-.4• ra•or r.711µ• DIPJ 80" 77.0" 17 15 lENSnI 6063-16 ALUU.ANSUI PETUNG @D 1/7"IVP. (3)ROAS 0£1 (SEE SCREOUIE) rAPcros AElCHO/RS ?Pr 2"x5"x 1/8" 96" 70.0" 21 18 DTP,)(SEE SC IE)I7�I i1 � I .{4 t 1 144" 57.0" 17 15 ao 2"x6,•x1/8" 96° 81.0" 21 18 • II ' .. Z I Z LL3 14h" fi6.0" 21 18 0 0 0 0 0 o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE /...3/4• E BCRflE _ _L� _____________ OR GROUTED CONCRETE BLOCK WALL a.Om'AUX. O B•O.C. r (SEE scHWIE) O O O O O O SCALE: N.T.S. SDAIi TUBE PER SCXEOIAE u II�B� / 60a3-T6 ALLOT, i O O O O O O )AJ/////��n�SCMED'JLE MAX.A.S.D.DESIGN PRESSURE RATING= t72.D PSF 1 F E�A. yj r _J 14'ar 3'O'"r •La' YNeF,p1j�P%4' ],711/4' GLE �lLLIANCLE -T6 (a , f� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ti aaN� (SEE SCHEDULE) fV�,�� ®2017 TILTECO INC. DIWIN BY: 1 1 t ; V �67• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L.` w POUR ED GGNfROEJ > >i "" /ji i I -�: •• FOLDING SHUTTER CORP. °'�°"' OR CGHCRETE PEHING 010111 1 L E C®mc, DATE etOcx wALL REOUwEO , �r.•' r ru'w r,7•.1/•• •�p•S� • /�'•Q` '. TILLIT TESTING&ENGINEERING COMPANY W6f P SMT fi Wil] LFrIGIH fA6]-Ta ALL'N,ANGLE . P ,: `4 1� aa,R. sE.sm:as,nRaeeA eARm+s�n 6116. 17-082 (e)lµ•.]µ•TENS scR� TYPICAL ELEVATION (TUBE AT MIDHEIGHT) (� .,DRI \�4 .pavTe71-I6v.P..:(rapT1-m1 PH:tem-ea-&371 AT 7'O.C.lONtl1U0tNLLY. (SCE ME SCNE: .TS. '��V• •,,,•„ \\, Ulte<a0aol.com wn+.fdas,LuHe.s.com DRAWING No SPAN TUBE MOUNTING INSTALLATION "•_s//�D)n1 ��� 1 EB-0006719 d,< wa T SEE LIMITATIONS FOR®ON SHEEP 2 WALTER ATI WT Jr.P.E. ffm SECTION Z •"P�.$EAL/5)fjN4TURE/OATE FLORIDA J. 44187 m/aVn SHEET 9 OF 13 ,ulL•N. IT.S i 1/4 0 x 1 3/4' MW.E.D. �— TAPCONS/CRETE-REX (SEE SHEET DUSTING CLASSnURE TAPCORS O 18.O.0/`/,// 17) r/ /%'///////r/ /% / /// //j /— ✓/—EZI-NG Sr... WN.ED. I 1 i / �FX611NC L'(SEE SHEET 13) E31STING� 5.758'OYP.) POP RIVETS OR CENTERPIECE FOR 15 STRUCK RE 7 8.0 THREADED HO 1 18.O.C3/4-TENS O (TYPJ �\ )° TAPCONS/CRETE-FLEx 4 � \ ANCHORS 1 /16'POP RIVETS r� 1 or 11b t ' or 1�t or QAit I �R t/�•a/a• �, or lA t TEKS O 18 O.G i �I WALL FACE y 18' 90.0' 90.0' �-(7 1,\ I g END CONDITION \ 3 / 90.01 90.0' 3/16-POP RIYET6 0R I /% 4 SH WN . x 3/. TENS o �� D.C. ,-.- (LEQLS YINTERIOR OR 5 1B•/ OR EXTERIOR) (2)Q O 30'O.C.O — EXTERIOR (SEE Nm 1) (2)@a 30'D.C.o YIDSPAN FOR UP TO 99• YIDSPAN FOR U TO 59' SPAN&(3)(,510 30. SPAN&(3) 5 O 30' O.C.G YIDSP FOR UPS 13 \\ HORIZONTALS SECTION 20 D.C. I"-SPAN F(THUUP MB 18 SCREW MAY B WSTT LLCID `\ 18 HORIZONTAL SCREW MAY BE INSTALLm ) PITERICR OR EXTERIOR) \ (LEVE�RS�IERIDR / ,J/16'POP RIVETS INTERIOR OR FXTEPoCFI) , / (LEVERS Ex1EN10R 1 /CR 1/.•a/4• 2'.2'x1/8•COM. (TE,Oi O 18'O.C. *IMV VARY AT LAST SLAT AT iRAPPm INSTALLATIONS 4 OR 6063-7 ALLOY ANG1E �\ 4 OR�. I TAPCON/CRETE-FLEE \\`( SHOWN SHOWN ANCHORS O 18' 70 TAPCON CRETE-FlT �\ `. 3 / t SEF LIMITATIONS FOR ON SKEET 2 TXISfIa II,O.C.O.CURE \ ANCHORS a 18-D.C.TO EX15TNG STRUCTURE �\ DUSTING STRUCTURES //- BUILD-OUT ,�. 2•.2'xva-CDM. r (i rr '. // MIN6063-T6 ALLOY ANGLE END CONDITION 3/16.POP RIVETS E° EO ORi/4-x 3/4'TEXS OR ERSTING STRUCTURE— END LOCK ANGLE BOLTS NUTS 0312-.C. W/ END LOCK ANGLE NOTE 1 HORROMAL SECTION HORIZONTAL SECTION 2'x 2'x 1/6.6063-T6 1/4'x 3/4-TET( COM.ALUMINUM BEM ANGLE--\ ATTACHED TO ONE ONE LOCKING TUBE; PART #08�. SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR / CENTERPIECE O 6'O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 1& A (2)N3 070•TO _T YIO(2) FOR U'O.C..0 SOLID THERMOPLASTIC TIP MUST BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN&CO YIDSP FOR UP (3) s o 30• . 0.357"x0.357"ANDIIT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE IUB AND SECURED O.To 144•SPAN(THUMB \ \\ 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 INSTALLED f A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR ExTIIaOR) \ G OF THE TIP A SQUARE, 0:475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE t 4 OR5 ALUMINUM LOCK INGITUBE �). A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vER 18 SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"xD.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE g. THE TOP OF THE PIECE MUST INCLUDE A 0.684" �p• (LEVERS INTERIoa y+ 1. DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. y00• dOR EXTERIOR) � SOLID THERMOPLASTIC TIP INSTALLED AT -088, SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEvERs INTERIOR \ 4 OR lJ J OR EXTERIOR) SI10 ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL :,•&r T] /a. T/46 HORIZONTAL SECTION .1I i Q\',1..[� ! / FLORIDA BUILDING CODE(High & Non High Velocity Hurric°ne Zone) END INSTALLATION DETAILS INTO CONCRETE. ®eon nLTEcoINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAeN BY: id Aldi W.L. CONCRETE BLOCK & WOOD (AS APPLICABLE " : IL EC®)�,�. FOLDING SHUTTER CORP. 07/DATE 20/17 ' "� 7 --'%�"• TIPLACE LLIT TESTING&ENGINEERING COMPANY PALM BFTACK R3.T413 f(� wed Hv.3c6. nA'I6�w,NRYNA rwmm�.n anw Plt 1B°0-643-6371 17-082 ',gyp'.•,r V +o.,r'6 - fxi.eT,-,.1, A •.LORI®�'��.�� - d:bllacOaol.com w.foldin9aAU11an.eom DRAWING No S' • ..,•. .1'1 WALTER R A A.TIL(1719 ic. Jr.P.E. Mu x• 000 -•p.. ••1��NA �fy1�k FLORIDA Lia®46167 xTYa/v sHCR 9 OF 13 4�t f�uu4wLY/ANGLE l'J�1 / BWLD—our NDutar I II PER SECDON 4.SMEL7 6 Ai to r(2)3/16'POP RNM. 70FENING 2'.2'.1/8' / EAGH LEG OF 2".2ALUWNUN ANGLE ! ANCIE NHGIE LEC AWAY FROM(AS SHOYm)Ofl OPENING.NO REOUIRE0 S \ / t 19 i I BUILD-OUf 40UNT� \ PER SECnON 4,SHEET 6 �(2)3/16'POP RIVETS• EACH LEG OF 212' ANGLE ALTERNATE WALL EXTERIOR ELEVATION AND'SIL"ILAR D AT H BOTHSISIDES PLAN VIEW A-A .0 NT FOR ONE—� OR BOTH ANGLES y�:' OF PRODUCT OPTIONAL SIDE ANGLE (2)/1/4';e.3/4' FOR SECTION 1.SHEET 6 TENS OR J/I6'POP 0•-2' ( ) RIVETS PFA ANGLE TO YW.ALU4tUN ANGLES TOP d[ TUBE \ I BOTTOM OR TO WALL(2 REQUIRED) (2)1/4'P 7APCON/ CRETE-FLEX ANCHORS EA.ANGLE TO SUB Q 0 1/4'P.1 3/4' TAPCONS/CRETE-FLEX ,�t.(Q• 0 rEEXD OR ES pT BE FLAT i ANCHORS o Ie'D.C. l 00 5 0 ' 1100• 0 .. 3/16'POP RIVETS OR EXISTING STRUCTURE /I 1/2'WIN. CORNER POST ISOMETRIC EDGE OF CONCRETE SLAB � ( AT TOPµ0 BOTTOM SLAB SEND FIECES NAY BE MT N 9 n END OR L END G TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) I END INSTALLATION DETAILS INTO CONCRETE. +i l'• 02017 nLrEm INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM BY. M.L. 07/20/17 CONCRETE BLOCK & WOOD (AS APPLICABLE) IL E Ko-0,,.. FOLDING SHUTTER CORP. /�(„�• TIWT TESTING @ ENOINEERINO COMPANY 7089 HEILSTREET PLACE '7_082 I) t:...rLW.3su.04 61a Das LVV(AVA(INNOHS R 6108 WEST PALM BEACH.FL 33413 ]7 •�l•(,:/. c•v�:l]G1m t-t6]0. •(0m)en-telt R6 1800-643-61 l - o- oil:Iileca0aol.e0m t•w.fot6npeNNleta.rom DRAWRG No ES-0006719 WALTER A.TILUT Jr.P.E. P.E SEAL/SIONATURE/OAIE FLORIDA Lie.P 44167 m/m/n m 6HEET 21 OF 17 n WALL FINISH \ � J � OPTIONa RAIN HOOD ` (NON-STRUCTURAL) —WALL FINISH % $ x0.060'THICK S.S. /-#iD%3'S.S.S.M.S.W/1/2'9 x3/4' !/ 1ROLLER HOUSING ' / LONG NTLON BUSHINGS(Typ.TOP) % �cO5P2FCIlON� I I AND 1'LONG(Typ.BOTTOM).EXCEPT \ �' \ / 1-07 r / AT ROLLER HOUSING(TLP.) // \W _ I / 0.060•THICK S.S.ROLLER HOUSING ( NYL r (NON-STRUCTURAL)RAI 09 (TYPS,) OD 2•.4•CONT. J 16'ALUM.POP MEAGER REO'D. x10 x J'S.S.S.N.S.W/ / / j I ! II 0.373'LONG NYLON RIVETS.®1B' / BUSHING W/A 0.150' CONT. COwNdECTION et�/ LONG 70P SECTION 0.600' 0.163'x0.270' x0.030' O O.D.AND 0.246'I.O.ANO ULTRAFAB 0.223'LONG BOTTOM WEATHER 1 or SECTIO. 0.320'O.D.AND I STRIPPING EA 0.246''O. SIDE(TYp•) t c I I 3/16'ALUM.POP (TYP.) a \_ ` RIVETS.0 1e O.C. A vT 2i T YIN.SEPARATK)N I 2'x4'CONT.WOOD II u MIN.SE To �S ON a TO GLASS IV HEADER REO'0. 4.---- N [—(SEE SCHEDULE 1 or y (SEE SCHEDULE 1 of y ON SHEET 13) T I III ON SHEET 13) t W 2':4'PLATE RWOOD EO O. �� IV a, WALL FACE MOUNTING INSTALLATION IL SECTION 2W (TOPA +" ` It comNwriom at WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ,•••�ti •••LC1 .�/ti FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 ®2017 LLTECO INC. GRAM Un NO. 4,167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m•u NOTES,� NOTF FOR COMBINATION OF SECTIONS: , 07/20/17 I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO ',ro; I L E C®INC. FOLDING SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECIONS CAN BE COMBINED ` i4•, �()(y' 7059 PLACE M0 N ANY WAY TO SUR ANY INSTALLATION. J TE TILUT-TESTING&ENGINEERING COMPANY y� pNy BEACH. T3413 .0�'•, oR I P!�'�4aw NRS.xu.sL.sl..jos.wmxu¢woaa n a11aa 17-082 .ti •pmm>I-lelo.ro,pollen-I!N PH,1BOD-613-M71 `.�/L e- 9B:lilteco0eel.cam ry fddleyahe0ancom DRAWING No LJ •• \•��i 1 ES-0006719 _ WALTER A IILLR Jr.P.E. .E. S •E/DATE FLORIDA U�g 44167 m•Sm. m/fM> SHEET 10 Of 13 1/4'0 x 3/4'TDCS SC-10 1/4'x 3/4' BOLTS W/NUTS&WAS 0 6'O.C. 418'(Mie.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR oe.-WALL FINISH0.060'THICK S.S. t SEE LIMITATIONS FOR(9 SHEET 2 TO PRODUCT INSTALLATION. / ROLLER HOUSING EQ��T�E 214'CONT. p,-0ONNECIWN C4\ I- ,I WOOD HEAEQ DER NOTE FOR COM6INATION OF SECTIONS: '�i I ,--,1�,OPTIONAL RAIN HOOD C % / (NON-STRUCTURAL) , I I /10x3'S.S.S.M.S.W/1/2'0 x3/4' T- MOUNTING SECTIONS CAN BE COMBINED SDN Cg r LONG NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. l:• / % r-}�3 AND 1'LONG(Typ.BOTTOM),EXCEPT I I // / AT ROLLER HOUSING(TYP.) NOTES. 0-�� /OPTIONAL RAIN HOOD -z I �. __ (2)NYLON L �= ^' 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO rE I•� Y I (NON-51RUCNRAL) -----"- LL,, ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL iN.855'0(TYP.) Nil 8 I c I 3/16'ALUM. I _ J $ �1°X 3'S.S.S.M.S.W/0.373'LONG NYLON POP RIVETS, ALTERNATE LEC— 0 18'O.C. BUSKNC W/A 0.150'LONG TOP SECTION 1/16'ALUM. LOCATION I 0.500'O.D.AND 0.245'i.tl.AND°.223'LONG CONT. 7 POP RIVETS, (SEE NOTE•) 0.16310.270'X0.030' � BOTTOM SECTION 0.320'O.D.PND 0.245'i.d. m 18'O.C. ULTRAFAB WEATHER I Oyp MIN.SEPARATION I STRIPPING EA SIDE TO GLASS " ') I I 1 ort (SEE SCHEDULE I a o I �� I ON SHEET 13) MIN.SEPARATION I 1 Or t �• WN.SEPARATION TO GLASS TO GLASS I I (SEE SCHEDULE (SEE ET 111})3) I I ON SHEET 13) T ON SHEET 1 or Qg1 t p 1 ALTERNATE 3/16'ALUM ITER 1 LEG Or I POP RIVETS O 5'O.C. _- - - OPTIONAL RAIN C� ALTERNATE LEC AT REAR.� � I r�1 r-;�"_-- LOCATION � `� NON-STRUCTURAL � r 8 LOCATION �N , T L&J�- (SEE NOTE•) iy ( ) T (SEE NOTE•)� I I, I r--�--1 • I I�------=' ,I L J I ' I F________-__ T-� II 1 ALTERNATE 30/16'ALUM.I 1 I ' I I ',y --_ I I POP RIVETS o 5'O.C. __ �__ 2'x4'CONf.i 4--_ �I II I n I I AT REAR. \ �LL n wooD PwTEL._._. Y •�s „i' o e� "- 4 REO'D. za 3/16'ALUM.POP RIVETS I____________ ` 1 'O.C.BOTHSIDES16'ALUM.PCP RIVETS t„J I. O.C.BOTH SIDES �l / / u 2'X6'MIN.WOOD EO EQ. •� I ��E EO.-�' G I o0 '--�1 f'� Ii " i :t. �II / (DECK NO FINISH REQUIRED / 214'CONT. ) e•. 1/4'0:3/4'TEKS SCREW _ II WOOD PLATE { 1/40 x 3/4'TEKS SCREW flE0'D. I !I OR 1/4'x 3/4'BOLTS W/NUTS , 5WASHER OR 1 ! I�1I { &5/8'WASHER O 6'O.C. t70W7ECf10N CB 1/4'x S/4'BOLTS W/NUTS& tI I �DONNEOTION 04 5/8'WASHER 0 4O.C. 2'MIN.E.11. 2'MIN.E.D.— • I I'. L •, _,I I I' CONNiECIIOH C3 1! I't III `WALL FINISH WALL FINISH 1 BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW1ri(a'D•C'F.OM) SECTION 7W :'�T��'��.•'••••• •''•,F✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE 4 :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02077 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° ' Flo. 44167 X.L INSTALLATIONS DETAILS INTO WOOD I �� L E C� FOLDING SHUTTER CORP. °'arE" rT .NI. SCALE N.T.S. "� V •Q: 7068 HDASIREET PLACE [4 TIWT TESTING&ENGINEERING COMPANY ` s1'••• /A/�'`V 6V5 xM.]6N.54 Slr]OS N`aNN CliNJ6.rt]]t66 WEST PAW BEACH,FL 33413 )7-D8Z V . ORI '.•' ��i ma: c-m I ullee.0- �n.fal y e.a.coT OKAYING No •'-^�S �\ 1 EB-0006719 WALTER A R TILLJr.P.E.P. IRE]/DATE FLORDA Uc.1 44167 e./xm sHEEr Tr of 13 MIN.SEPARATION�} I } MIN.SEPARATION �d o _ (SEE SCHEDULE MIN.SEPARATION Or Q�I T $ ON SHEET 13) TO GLASS ! T (SEE 5CET 13) _ 3 or OH SHEET 23} i ON-ST FMN GUARD (MN-5[ (NOFiUCTURAL) t/4'o x I'TEK AL6-ALU TERNATE 30'15'O.CM - SCREW OR 1/40-20'x1" AT REAR. 'y S.S.NS WITH NUT&ppp \ WASHER 0 4'D.C. 3/16'ALUM.POP RIVETS vts 0 10.O,C.BOTH SIDES EDGE OF SLAB IF APPLICABLE— IISLABPP CABLE ANCHOR LOCATION n N.'ONNEL•TION C7 �— (SEE NOTE•)—'� '-'1>g n _ A \ -- -- 2'x MIN.WOOD 11 DECKK REQUIRED �..- (NO FINISH ALLOWED) I �CONNEORO>I OB EDGE AAE OF EDGE OF 2"MIN.E.D. 2"MIN.ED. APPLICABLE SLAB IF APPUCABI.E t SEE LIMITATIONS FOR®ON SHEET 2_ ALT TRACK ADAPTER MOUNTING INSTALLATION "EO. -- -- SECTION ZBW (13OTTOM) -1 MIN.EO. I"MIN.E0, NOT FOR COMBINATION OF SECTIONS: y 2'.6'MIN.W'OODf I- MOUNTING SECTIONS CAN BE COMBINED DECK REOURED {H0 FINISH ALLOWED} F IN ANY WAY TO SUIT ANY INSTALIATION. MIN,SEPARATION FLOOR I.MOUNTING INSTALLATION PaTE REaD.`YQOD (AEE SCHEDULE ON SHEET TH) SECTION 7AW (BOTTOM) m T- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO I}� I BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL i '`, i ,—WALL FINISH or QA t b� (3)5/16"0 LAG E O_ 2 2-SEE SECTIONS 8W& 14W FOR MAX.A.S.D. RESIGN SCREWS WI 2 1/2'MIN MW.E.O. PRESSURE RATING& SPANS \ r—I'.4"x t/e' o PENETRATIGN AT WDYADTH G �.-.�� III 8063-Tfi CONT. W a J I4 ALUMINUM TUBE F (Y)OF RAFTAT Wil SSSS ``•^�,\ I C 1/4"x4'(6063-T6)FLATfir, � ,�w" �'S ESSESO 2%W00° 2"x4"WN.WOOD PLATE W/1/4b Al'TEK -'- TRUSSES OR RAFTER STUDS a IV O.C. j 1.' til $1 ISI o ^'S SCREWS 0 6"O.C.IN :a (.' AT 20 O,C.MAX. 3 BETWEEN TRUSSES OR '00 7 — 500' 1/ETWE TRUSSES OR - AT PLATE Wf 1/4'0 x1'TEK - .✓ (2)1/4'0 TAPCON OR 1/4'0 CRETE-FLEX SCREWS 0 4"O.C.IN :..-- ANCHORS O0#1 4 NDS WOOD SCREWS OR 1/4'0 I t .'+ ,I•,' ',, I! t m e , BETWEEN TRUSSES ... EDGE(IF APPLICABLE) NDS LAG CREWS AT MIDWDTN OF EA STUD W/—/ .1_.. ....._�._. ! 2 1/2"Min.THREADED PENETRATION INTO WOOb \ 1-1 4'o x 3/4"TEK STUD )`,i .\ )r CREW OR1/4'-20 x 3/4' (z)rmoN 1/4 MAX.PLYWOOD EXISTING SOFFIT —EO-EQ.—I i t \ S.S.BOLTS W/NUTS& ROLLERS --010x3'S,5.S M.S.W/I 'o x3/4"LONG `r I �T J4'o x 31s TEK WASHER 6'O.C. 0,855'0{TYP.) NYCON BUSHINGS{Py P.TO AND 1'LONG i , I ' SCREW 0 6'O.C. (Typ.BOTTOM).EXCEPT AT ROLLER HOUSING -- !to 3 3"S.S s.MS.w/ Cr {'�> MOUNT TO'WOOD STUDS MOUNTING INSTALLATION °SHIN LONG HnoN I 1 BUSHING W/A 0.150" I VCONi. INSTALLATIONS DET��4YL �r-�._:. SECTION 4W (BOTTOM) LONG TOP SECTION 0.500' ` 0.163'.0.270' 1 O.D.AND 0,24S T.d.AND { o.a3o' "��f' MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSFf 0.223'LONG 80TTOM MW. GLASS A' "'•• SECTION 0.320•O.D., AND . cuss ) ULTRAAWEATHE !_ Q INTO WooRV� •'GE S•r.� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone} 0.245"CO. (BEE SCHEDULE STRIPPING EA or ,t SCALE : N.T.S. OR "N ey; (TYP.) ON SHEET 13) I SIDE 0-.) E 6 02017 TILTECD INC. TITAN E FOLDING IMPACT PROTECTIVE SYSTEM I S e NO.44167 a.L % �d- �` @p FOLDING SHUTTER CORP. DIRE/t7 (� NIL ®lNc, DATE 7089 H04MRM HEADER TO TRUSS MOUNTING INSTALLATION w�} ., % �( ��Iw\ TLLIT TESTING&ENOINECRINO CONPANY WET P BEACH,FL]St13 extq 0155 tlw m'94 9w:0.A NN¢IG GADnW,Ii.31166 7 7-082 SECTION 8W (TOP) /� ..... f� V ��,, ,i• �.,to 5 ,-tam.�•.'1�1�„_,,,, PH:1&10-et}6711 vi NS�•.`• ` .! - is 00270.oI.CAm +.�.l.tln9Mutte(x,Nm DRANINC No V e EB-0006710 WADER 1 nLlrt 1, P.E. x MAX. A.S.D! DESIGN PRESSURE RATING +60.0, -60.0 PS F —'r c I� DATE FLORIDA U..y 44161 El SHEET Iz or T3 MAXIMUM WIND PRESSURE (P,s_f 11 CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRE$PONDINGI MAXI��fu (MAX. ALLOWABLE REACTION TOP & BOTTOM UB/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) Two w UM SLATS SPANS A NAx Aucw„mc CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE f'REUORE PO91NE NEGATIVE AT EON CON. ANCHOR ANCHOR ANCHOR Puss6� PREsw� eoTTae ANCHOR TYPE ANCHOR TYPE fL+t TL_1 TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 1 144" 180 Ib ft A B C A C E A C F 60.0' 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 pst 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 Ct 9 417 LB FT - 388 LB FT - 134 LB/FT 144" 2 12 387 LB FT . 3,34 F 6 5 461 LB/FT - 418 LB FT - 202 LB FT 60.0' SLD' 100 Ib/ft C2 g B 16LBFi4F12 375 LB/FT - 334 LB/FT - 40 psf 000" 100" 167 Ib ft 56 LB/FT362 LB FT 250 LB/FT 190LB FT 318 LB FT 330 LB/FT 142 LB/FT 6 525 LB/FT - 419 EY/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 044" 240 Ib ft 5 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0' 60.0', 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/F7 329 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib/ft C3 5 496 LEI - 375 LB/FT 236 LB/FT 202 LB/F7 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT a6 psf 97.0' 97.0" 107 Ib/ft 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 115.0" 1 115.0" 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/ 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT taa" t4a" 276 Ib ft C4 592 LB/FT - 446 LB/FT 236 LB/Fi 202 LB/FT 357 LB/FT 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0" 1 125 Ib ft 89.0' I 187 Ib/ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT 448 LB/FT 202 LB/FT 89.0" 50 psf 100.0" 100.0" 1 206 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/Fi 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 120.0" 120.0" 1 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144" 140" 1 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0" 1 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 681 LB/FT - - 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/FT 251 LB/FT 215 LB/FT - 55 psf 100.0' 100.0" 1 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 474 LB/Ff 307 LB/FT C6 332 LB/FT 378 LB/FT 32 FT - - 1137" 1134" 1 275 Ib/ft 4 269 LB FT 301 LB/FT 183 LB 3 663 L8 FT 756 LB FT 646 LB/FT LB/ FT.0 13.0 1 330 Ib ft / /FT - - 114 LB/FT 153 LB/FT 4 232 LB/FT 236 LB/FT 183 LB/FT 60.0' 60.0" ' 150 Ib/ft 17 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/Fi 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/FT 80.0" 80.0' 1 200 Ib/ft 2 - - - - - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT 60 psf 100.0" 100.0" 1 250 Ib ft 12 491 LB/FT 596 LB/Fi 409 LB/F7 - - 265 LB/FT 168 LB/FT - - 115.0" 115.0" 1288 Ib/ft CS 6 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/Fi C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 031" 128' ! 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 59.0" 1160 Ib ft 65 psf 92.0" 92.0" 1 249 Ib ft 100.0" 100.0" 1 271 Ib/ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDUL FF R SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 1 360 Ib ft 60.0" 60.0" 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DES R N CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" ! 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.0" 59.0' !187 Ib/ft ZONE 1,2,3 ZONE 4 7/4'0 TAPCON W/ADVANCED A .50" 2.50" D N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117" 114" 1 387 Ib ft 5'-t 0" 2 1/2" 1" 2 5/8" 80 psf 113" 111" '400 Ib ft AS LESS B 1/4" 0 X 3 4 SOLID SET 3.50' 3.50" JN/Al 3.00" 3.00" N/A N/A 90 psf 107" 104" ;424 Ib ft 100 psf 101" 99" 1 447 Ib ft >5'-10 2 5/8"} 1" 2 3/4"+ 110 psf 94' 90" 1 468 Ib/ft TO 8'-3" C 1/4" m CRETE-FLEX 3.00" 3.00" 3.00" 3.00" N/A N/A 120 psf 87' 82" 484 Ib ft 1/4" 0 ITW-BUILDEX 130 psf 80' 76" 1483 Ib ft >8-3" 3 1/2" 1" 3 5/8" E T N/A N/A N/A N/A N/A 2.00" TO 12-0" 140 psf 74' 70' 484 Ib rt #14 NDS WOOD SCREWS OR150 psf69" 66" 1483 Ib ft fN/��'���� 1 4" NDS LAG SCREWS N/A N/A N/A N/A 2.00" N/A 160 psf 1 65' 1 fit" i 483 Ib ft 6 AS DEFINED BY ASTM E-1996 STANDARD. ANOTES, ..........•F• EXCEPT THAT 3 5/8" SHALL BE USED FLORIDA BUILDING CODE (High & Non High Velocity Humcone Zone) P ®son TRTECO INC. L+:MAXIMUTA ALLOWABLE PRODUCT(SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dun By. GIVEN POSITIVE ASD DESIGN PRESSURE RATING. • Y.L L-:MAX.ALLOWABLE PRODUCT SPAN FOR A 4, 4A & 7A. a GNEN NEGATIVE A.S.D.DESIGN PRESSURE G7/z0/tT RATING. I ME G®,wc. FOLDING SHUTTER CORP, GATE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS TILUT TESTING A,ENGINEERING COMPANY 7089 NEUSIREET PLACE EQUAL TO THE MINIMUM DETERMINED PRODUCT ''�•' �•• WEST PAW BEIM'FL 33413 S Q' . 6U3 NW.3n%"!4.0;W6G G GUmEIa A.1. 17-082 Pnew,eaWTel-1910. (JW)e71-1>TI PH:iso-613-6371 SPAN BETWEEN'L+'AND'L-'. Q••• �� - II:Litecoaeol.eom •vw.rmCilysNultera.com DRAWING No . .P'•.,<OR1�F:� ,i• ES-0006719 WALTER A ULUF Jr.P.E nrt V�(q c'1.51 �G37E FLORIDA .. M167 PIMA, w. SHEET 13 OF 13