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HomeMy WebLinkAboutRevisions d X � D a _ = - t � i o i 0 i ® ® i ( w N ®mg:1®® 110IS1014 m Q lg .11, CHEW, RUSSEL Castle o = ° 1 5605 S Indian River DR ' ' '' impact Windows w i N n Mx T = � Fort Pierce, FL 34982 4015 =-1R52WMmtlnWdwrgnpBNd .. m FACTORY DIRECT SINCE 1989 = RM�a0eazlbFL33404 Caste' Impaak 1nows W�qprnlr W%P1 1%9"NPI"W49 FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Or Martin Luther 1(ing Blvd Riviera Beach,FL 33404 800."31.6371 Property Information Building Information Owner: CHEW,RUSSEL Wind Zone: 165 MPH. Address: 5605 S Indian River DR Exposure Category: D Fort Pierce,FL 34982 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: 11 Design Pressure Calculations Device Device Device Max Positive Max Negative nin7g Location j Number Zone Width(in) Height(in) Elevation(ft) JEPressure(psf) Pressure(psf) I Int 88.5 42.5 7 40.5 -44.2 2 Int 53 38 7 42.3 -45.9 3 End 96 85 7 38.3 -48.1 ....................... .................................................... . ....................................... . ............... .................................................................................... .................... 4 End 53 .38.5 7 42.2 -55.9 Ii Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 .Customer: CHEW WorkOrder Number: 02012019008N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length -Spacing 28 -50 26.5 26 34.25 28 24.75 9"o.c. 9"o.c. 29 -50 53 38.25 60.75 40.25 37 9"o.c. 9"o.c. 30 -50 96.25, 85 117.375 87.5 84.25 9"o.c. 9"o.c. 31 -50 53 •38.5 60.75 40.5 37.25 9"o.c. i j I i iFlorida Building Code Online Page 1 of 2 Business & Professional Regulation Who SAM BCIS Home E-Log In `User Registration E Hot Toplrs Submit Surcharge I Stats&Facts 7 Publications Contact Us I BCIS Site Map Unks I Search,I Product Approval (lb USER:Public User Product Aoomval Menu>Product or Aoplicatton Search>Application List>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2 Application Status Approved Comments Arclilved ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 iedh@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/Emall 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received j Florida Engineer or Architect Name who developed Walter A.TIINt 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. © Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDEN 17-0725.0 O.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQe6r l Z... 2/14/2019 i i Florida Building Code Online Page 2 of 2 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 17060.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17= Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.Tlllit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida Is an AOVEEO 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 a-mall 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 emalls 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 dick bei€• Product Approval Accepts: ®ME®W® i Cidd Card ;Sate;: i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 2/14/2019 I GENERAL NOTES- I. OT C•1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BULLRING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OFTHEFLORIDA BUILDING CODL-'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 ITW/BUILDEX, DESIGN WINDLOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVN1Z) & 1609 (NHVHZ)OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR O 14 NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. FOR A BASIC WIND SPEED AS REQUIRED 13Y THE JURISDICTION WERE THIS PRODUCT•70 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 TAPOON OR 1/4'0 CRETE-FLEX OR 014 NDS WOOD SCREWS OR. REDUCED TO ASD,DESIGN WIND LOADS BY MULTIPLYING THEM BY O:6 IN ORDER TO COMPARE THESE W/MAX(ASD.) 1/4'0 NOS LAG SCREWS INTO THE WOODFRAMEUNIT 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 PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PMT OF THE REQUIRED THREADED PENETRATION. L ORDER TO VERIFY* FOR W COMPONENTS W &ANCHORS,.IN THIS RED.,AS TESTED;WERE NOT OVERSTRESSED,A S R INCREASE IN 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. ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD STALL 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 GSE THAT PRECAST'STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2.OF THE ABOVE MENTIONED CODE AS PER TESTING.PERFORMED AT HURRICANE ENGINEERING TESTING, INC. 'WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H-F-T.I.).HURRICANE TESTING,LABORATORY(H.T.L)&"AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203.AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616&.1604 OF THE FLORIDA BUILDING CODE, MATERIAL(D) 70 EXISTING STEEL STRUCTURE:MIN. 12 GALE,FY-33 KSI(MIN.) MATER 2. STAINLESS STEEL.SHEET METAL SCREWS USED AT.SLATS O&®SHALL BE P 10 x 3',410-HT UNIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITW BUILDDX TEX SCREWS,W/FULL THREAD PENETRATION.. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTES 3.ALL ALUMINUM.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.T) MINIMUM EDGE DISTANCE OF DW BUILDEX TEK SCREW 1. FOR 6063-TG 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 kei TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING'ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL I1W/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ANDY WITH ALUMINUM MANDREL 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1TIE"SOl1NDNESS 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 SFWJ_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 - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER.INC.TO MIN.Pc-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'SOLID SET,AS DISTRIBUTED BY ALL'POINT•SOLD SET ANCHORS TO MIN. ('c-3000 pal. 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.Ae=3350 psl. 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. A7)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT'(PLED.)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 DEVMTE FROM THE PED. A2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE, (B). CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND 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 CONTRACTORS 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 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 Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS S1W1.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EOR.) 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 TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4°0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET- 1/4'0 TAPCON ADVANCED THREADFORM TECHNOLOGY, MANUFACTURED (E) ANCHORS.CTURED BY 1.7.W. BUILDIX,INC. THIS P.E.D.SHALL BEAR THE DATE AND-ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT S - 1/4'0 CRETE-FLEX,AS:MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT NOTES' p" THIS'DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/470 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. LLIIM�•�FA PERMIT'S IN THE STATE OF FLORIDA 4 MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. Q` . T B.2) 3/4'SOLD.SET ANCHORS SHALL BE ENTIRELY EMB EDGED(7/8' INTO THE CONCRETE BLOCK UNH. NO Y x FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20.SLS SCREWS USED SWILL BE 1 1/2'LONG ®.44187 •_ 1 (02017 TUED0.INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °P"A'"�' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS.WITH NO STUCCO. NO.* YI. 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. FOLDING SHUTTER CORP. 07/10/t7 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE -�0 � '� E.0 O INC. ,sDATE SHALL BE AS INDICATED ON NOTES B,1 &8.2 ABOVE . •[, , TILUT TESIINO Q ENOINEERINO.COMPANY 70110 NOISTRETT PLACE �FF.N�,,��yyYY�II av,,� 4uf x,.Mu.sti>k 3CI n 3,tm WEST= ••'O'N••A••L•!'E �•'�' r..,(�ro-mva,_ilaaw,6r-.R.m�"�°I`-',u, e T0z � n .j.IdwhtLmDRAW=KoED_�7 WALTER A TORT Jr.P.E. ms,.a 'PJi.1tVjW0TUi1E/DQE TCRIDA LIC.0'44167 i SHEET 1 OF 13 a047• JAW JAW' 2,w D '�• •e d� 2 � ry � r.93!• �6Jmiff ALLOY r' 2790'. .4B•I.9]e' CA SLAT A7NDOW Q L—END Q FLAT END 2750 (TOB USED FOR ALL INST CATIONS 606J,-T6 ALLOY 6063-T5 ALLOY 6063-TS ALLOY © EXTERIOR CENTERPIECE MAY UDE P177FORATIO AS PER (TO BE USED ONLY FOR INSTALLATIONS DETAILO - EET J 30 FEET OR HIGHER ABOVE GRADE 4Q INTERIOR CENTERPIECE 6063-T6.ALLOY MEASURED AT BOTTOM OF OP&VNG 6063-76 ALLOY SEE COMPONENTS 20. 21 &22 ON 373 SHEET J.) 1061' .eft' A71!' 2A17• 2099' rsa• la0' 7.7se' z917• aa.7 pp ��jj �' I.99T 2L77'� .00f+ t5 O t.170- .471 .IaO• .f0°' �. c .06a' .w0 � _ I $ .10D• � 8 �.062•. � .aaz' � -08]- •0.T°• . p .OW' .09 �' K ass• _ q �L = C .060' '691• .00Yi zn! ' an!' 2nr .ti 2n ® WALL HEADER '2���M2AX B•O' ® CEILING HEADER ® BOTTOM SILL TRACK 6063—T5 ALLOY SILI�/HEAD TRACK ® BOTTOM TRACK ADAPTER 6063-T5 ALLOY 60--T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY y1 300•ti aa9r t2 'O➢0• COMPONENT a D 1:1 12 .®,,• ,�- � a F 13 2• 5'MAX. 0.125" 0.125' ti K •wr• y ® 2' 4'MAX. 0.25' 0.25- 1. .25-1• 2'MAX. 0.062' 0.062' 1.110• �, , ® R41N ROOD ALT. BOTTOM TRACK ADAPTER 0 ,BOTTOM RAIN GUARD © ALUMINUM ANGLES 606J-75 ALLOY 6063-T6 ALLOY 6063-.1`6 ALLOY 6063-T6 ALLOY �I.I39 P_ ONEN TS I FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) .ru1r Ti `i 0T017 ry'TEro°m' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �NOY' 't G 3/8"O—I8 ACETAL LOCKING TUBES '"" !C FOLDING SHUTTER CORP. °WE ® , ,� E C 0,,,-. WE =mg '� .SS/?�' `\ TlU fT TESTING t EN04,EERIN6 COMPANY. 7-9 NFLSTIMET PACE Y•• aTm lu.].n.u..w.oaf.rMaru wODa.n w. VOW PALM DEIICN.FL 33{13 AT CENTERPIECE 9 CORNER POST 9 ' �� ,,,.,�,_,e .,o,n„r„_,,,, pt,.1�}6371 1 7—OB2 0 ••'•. P fd .-TmiE tilt.cohtl.cem m.fMfigalulNvae.m DRA90NO No 6063-T6 ALLOY 6063-76 ALLOY �•�� �ORt9 -00D671a, PE MIN. 28 1/2•LONG FIDMDA U.1 44167 m xat. W� SHEET 2 DI 13 ( c1uN '� (J)ROWS OF ,rlauaANwc ro 1/4'/HOLES m m�ore'� EA.SPACED - $QUO IN L90TH Z-CLLP EACH SIDE TABLE 1: SOURCES FOR & 1 0OO DIRECTIONS. ,.,�. OF WINDOW(SEF TABLE 1)' aPrwAa SPAYS 0 xn SLArS (mw AD T/PfGt.PROPEARES' STANDARD KNUCKLE 0 V 0 KNUCKLE FENCE 7mm/SaENCE PIA= N mp) 080 m'P) 20 008 � LLG4AIKAOLDN]1 LLYAAf/OT RESIN g0 Vy VIEWING SPECIFIC GRAM ASTM D792 0.015 lo/In' 0.043 1b!' 0$ LG NwDower�e1 TENSILE YIELD SIREN GM ASTM 0638 9.400 p.n.L 9,500 p..J. {O FLEXURAL STRENGTH AT YIELD ASTY D780 12.500 p,B.L 73,400 D4J. 23 L° (.4U na SNAP-W END FLEXURAL MODULUS ASTM D780 340,000 p...L 315,000 p...i. Q� l.000' � CUP TOP/BOTTOM �� x .000of WINDOW NOTCHED IZ00 AsfN 0256 fe FT-I°/In n Fr-W�9 -C; (SEE TABLE 2) Flvc P,RNM-CHARA'TERISTM• C5z$ _ SUOK DENSITY ASTM D2843 47.2 X 64.5 9 NO RATE OF BURNING ASIY 0835 C-1 CLASS C-1 CLAW $ A SELF ICNIOON ASM 01929 1040'F Sea'r h SLAT WINDOW .SLAT WINDOW O.OSO'THICK WEASHEMNG: ASTM G7;17. U 2 POLYCARIKINATE NEIWNC TENSILE STRENGTH AFTER WEATHERING ASTY 0678 9302 h WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING. ASTM 0638 8461 p.a.L. 8880 P...i, 1 A MAX. MAX£ (2)N7NDOWS MAY BE IN ONE SLAT SPACED h Mme' N A MWWUM OF 24'APART, WITH 12'MIN.FROM ENDS OF SLAT TDP&B(TITOIL SLAT Mt/ST y,EVER�E INSTALLED ADACENr TABLE 2: SOURCES FOR 11 RA�PavXw TO /ECES 4 OR NOR AT CORNERS OF PRODUCT. TOOL ODIIPAAIY SrAMURD 00000 Ea—i— ® SLAT WINDOW DETAIL TYPXAL PROPERTIES REFFRMCE BLACK NYLON PART /203 fl" 0000 (ELEVATION) PHYS L SLATS 860 PHYSIC AU SLAT$ 20 ' SPECIFIC GRAVITT ASTM 0792 0.042 Tb/n,' h KNUCKLE- S00 KNUCKLE VIEWING MECHAH r... 000 (TVP) , WINDOW TENSILE YIELD STRENGTH' ASTM D638 11.300 p.6J. 000 (J)ROWS OF 0-)tlO aam• FLEXURAL STRDx:DI AT YIELD Am 0780 13.00°pal^0 7/4'/HOLES y �I F'F�I FLEXURAL YOOULIS ASTM D790 450,000 o EA.SPACED d3 gII--71LY7L JTIWII II IYPeGC D.ti. ,rLwa CypARvs[ IN APART ,o &aro' aa.o NOTCHED IZOD ASTM D238 0.8 Ff-ry/in m4uTnoTfo, DI ECTO r04u1r9pnoM ' TN PROPERII a• 7DGe DIRECTIONS. [aG8 oz+o COEFFICIENT OF THERMAL EXPANSION ASTM 0696 S.S.10 N/in--F 21 Z_CLIP ©2 SNAP—IN END G'LII� MELTING(TEMPERATURE AST/D3418 Sao'F -�USED AS AN OPTION FOR ALL INSTALLATIONS ®SLAT WINDOW ELM= UNDER LARGE ADSSILE.ANY INCLUDE PERFORATIONS AS PER 2)WINDODEIAIWS TYPICAL n SLAT WINDOW DETAILS -A.2 (2)WWDOWS ANYBE 0 ONE SLAT SPACED 20: VIEWING WINDOW & 211 . 2n2 CLIPS MIN.24'APART(MAX.EVERY f0 STATS). TYPICAL ALTERNATE PERFORATED 1 SLAT WINDOW ELEVATION (SMALL MISSILJ. E (LARGE MISSILE IMPAC % �C FLORIDA BUILDING CODE (High & Non High Velocity Hun cane Zone) N0.44167 `: 4020"nLTECO INC. M.L. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN er: 7t. 'OFOLDING SHUTTER CORP. °'ME �j IL ECOInc. TIWT TESTING R ENGINEERING CONPANT 7089 11E76TREET PIKE VEST PALL BEACH.TL 33473 1 7-082 {A•.••....... \�',, les..Jm7®,-,eJo..0:(]m7.n-,M, RL:1800-847-W71 -mal:b'O.cbO.d.com —jdCnpMutt— DRAYINO N. CONAL E °•' R Aja. �„ aim aar WALTER A TLLUT Jr.PE. • ;17;;;;(JOA1(1�/DATE FLORIDA Lie./u167 T /,) SHEEP 3 of 13 ®+ - { IA A 4 2orO3W/ 13 .,16 , 17OR 19 4 OR 5 ® �2) M w S N a 0 USE FO AT 30' S ♦ ♦ NOTES ON I�& LOCKING TUBES��AT©&®• O.C. FOR PANS n 2 J UP TO 99' 0 1.TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED o AT 30'O.C. FOR SPANS UP TO 99'.USE THREE(3) FOR LARGER w USE (3) AT 30'O.C. INSTA D INFERIOR ORE ERIOR SCREWED TO TAPPEDENTERPIECES SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE ER FOR A9 UP TO 144' VOR . LOCATION OF Q'�SHALL BE AS SHOWN ON TYPICAL ELEVATION. vlvi K 2 (2) LOCKING TUBES. SHAL ALWAYS BE USED TOP& BOTTOM AT i _,n 1 PRODUCTS CENTERPIECES 4 ORS AT ALL INSTALLATIONS. LOCKING TUBES *� OR 18 �2 ®SHALL BE SECURED'W LEVERS AS SHOWN ON SHEET 9.. 1 t i� t SEE LIMITATIONS FOR.®ONSHEET 2 I 1 SE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT. FOR CONCRETE, CONCRETE BLOCK OR 6 WOOD INSTALLATIONS. O+ + 13 10 ' O , O+ 11 9 O9 + 10 9 UNLIMITED WIDTH TYPICAL ELEVATION } N. T. A NOTE. SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6D SHEET 6. SEE SECTIONS 7. 7A &'7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W,4AW & 7W ON SHEET 11. 1,T ,`(,`E!y •'. ✓ SEE SECTIONS 7AW, 78W. BW & 14W ON.SHEET 12. v S FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) AID,44167 02017 nucco We. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °fl'm W'-*6 ILL JT * _moo: �-L• � TESTINGI IN E G O °' EFOLDING SHUER CORP. XT kTIWT tENGINEERING COMPANY SODA •/�S�'s`�'P��•�•...JAt_ifAN1JORE,�/,MVT'E. 615!NPorsnN..A.pr.m4L°76wt5..B6-..M6n. 6w6L4eo16Cu5mm7V° i16-,n0.fl6114 PLACE WEST PAM BEACH.R 376 t] PIC 1 -041-d , 17-082 w.fd&mPhWmGRAVING N• _ ®-OD087 WALER ALLLW J.Ps- FLORIDA 44167 w ¢ 'SHEET I-OF 13 POURED CONCRETE OR CONCRETE BLOCK -WALL REQUIRED. j OPTIONAL RAIN M000 OPTIONAL R04N HOOD POURED CONCRETE EXISTING'NON 57RUCTURAL WALL OONNECDON C 0.060•THICK.S.S. (NON-STRUCTURAL) REQUIRED. - TRIM(DECORATIVE HEAD) (SEE SHEET 13) r'ROl11R HOU9NC (NON-STRUCTURAL) _ (TYP-) s 1.000 2.500'MIN. ///( • ] YIN. E.D. • %/ (ROLHYLO LERSN �I ice" n 'iII01(CZ +. RAIN°AOLUD 0.055'r(IMP.) f (SIS SHEET 13) + (NON-STRUCTURAL) -� /10 x 36 SS:.S.MS.W/ c 3/16-ALUM.POP RIVETS, 0.3A'LONG NTLON 3/16•ALUM. � I 13 BUSHING W/A 0.150- .CONT. Pop RIVETS, / O 1B•O.C. I (2'x1'MA%. Qx LONG Top SECTION OS00' 0.16310.210• 0 Is"O.C. ' % I ) ` OA AND 0.245'i.d.ANO 1/4"1ITW&JLOD( x0.030' 0.223 tJXN0 BOTTOM WEATHER pB T^�R VJT�µ� SECTION.245' 0.0.MID W RIPPIN I YIN.SEPLASS TiRFADFORM TFOYaXLOCT 0.245•i.e. SIE MIP EA _-POURED CONCRETE TO CHER OR 1/4•r ELCO (IMP.) SORE(TMP.) Ofl'CONCRETE BLACK (SEE SCHEDULE T or CRETE-FLEX. PRODUCTS I 1/4'►x•I•TEAL, 1 or WALL REQUDRFD. ON SHEET 13) !r� CRETE-ilEXR. W/1 3/4• I SCREW OR H NUT 1111' 3/10•ALUM. Q�1 4q (ry 1 muf s MN.EMBEDMENT o 6•o.a I S.S.YS WITH Nur h POP RNETS. $ I WASHER 0 4'O.C. 0 1B•O.C. T it yyh �y A POURED CONCRETE I 01 7VA-1 OR CONCRETE BlE1CK SEPARATION WALL REOl1RE0. r Or TOGLASSOrE SCHmU' 1 1 SHEET 13 MIN.SEPARATION POURED C •5 $ II TO(LASS 0R CONCRETE BLOCK +! i (ONE SHEET SCHEDULE 1 Or WALL REOUwED. CONNECTION LR % (` 1 W ,C/i v (SEE SHEET 13) r i 1/4'•x 1'TEAL i / / 9/ SCREW OR 1/4r-20-x1' •i --rinp U 6 I S$.YS WITH NUT& WASHER.0 4'O.C. 4 /10x3•S.S.S.M.S.W/1/2'0 1/,G TIle w/aw BUWEXEX xt'LONG NYLON BUSHINGS TRORFADr-CRY 7EROi0LIX.y I ErF ? (SEESN U Cl (TypLOO BorrDYP AND 3/4 WALL FACE MOUNTING INSTALLATION CANSiRUC110N4PRWl1�s I 13 (SEE SHEET Cl LONG(TOT TOP).EXCEPT AT / ROLLER HOUSING(TMP,) SECTION 2 CREM-REX W/1 3/4' TAN.EMBEDMENT 0 6•ac. I (2%4'MAX.) WALL FACE MOUNTING INSTALLATIONSP 601E SECTION 1 ,/2 -� ACING µam SPACOIG 0GROUTED BLOCK REQUIRED 1.000• 2500 MIN. (MON,1"c-22 kGMUPOUREDC Mw- E.Dr IDUSrw0 NON STRUCTURAL CNt7E WALL TRIM(DECORATIVE SILL) 0 ANCHOR SPA CW0 GG C O SPACING DECORATIVE WALL TRIM TRAPPED DETAIL0 6 ,,,rAr,,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,1'y>R��EPA T���/� _MAK. AS.D. DESIGN PSECT TONG - +6s.D, -90.D PSF & CONCRETE BLOCK �'�CENSc(•''.� 8 FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) SCALE: N.X.S. * O, 4167 ®ao11 mTECO INC. TITAN II FOLDING.IMPACT PROTECTIVE SYSTEM WN BY, NOTE FOR COMBINATION OF SECTIONS, * E.D: = EDGE DISTANCE *' 07/!0/17 �N�. FOLDING SHUTTER CORP. ,TATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) Q ,+ IN ANY WAY TO SUR ANY INSTALLATION, n I.� d TILLJT TESTING!ENGINEERING COMPANY 7089 ME]ISIREET PUCE � V•• ,• •.��It ant Ra JeF,..Y.aq.w NIxa14 wIWIY n NIM WWr PAW BEA0L R 33413 17-082 PW 1000-643-6371 V O •III ma0:GllacWcoLcmm —.f kr pWMaracon DRAVING H. 1 SEE LIMITATIONS FOR®ON SHEET 2 NAL E WALTETi®n N71Jr.P.E. ^°c P.E.�JaNA719RE/DATE RQRIQA Llc./44167 m/m/n 11� SN'" 5 OF 13 1/4'0 x 3/4'TEKS'SCREW OR 1/4•x 3/4' BOLTS W/NUTS&WASHER O e•04. .0.060•THICK S.S. ) POURED CONCRETE OR ROLLER HOUSING ' MIH SEPARATION MIN.SEPAR47TON CONCRETE BLOCK WALL i - (SFE SCHEDULE "- �C4 REQUIRED OPIIOTIAI.RAIN HOOD `(SEE SCHEDULE __._ _ _ _ _ 70 GLASS � E0. O. (NON-STRUCTURAL) f: ON SHEET 13) ) or N ON SHEEP 13) 1 . (SEE SHEET 13) 110.3'S.S.S.M.S.W/1/2'0 L ®t ALTERNATE 3/16'ALUM. m0 ALTERNATE 3/16•ALUM. ' X3/4'LONG NTLDN BUS__ pOp RIVETS O 5'O:C. POP RIVETS O 5'O.C. (Typ.TOP)AND 1'LONG(Typ. A7 REM. AT REM: BOTTOM),EKCEPT AT ROLLER HOUSING(7YP.) ( I ( W W 2 N n KS N ^� •; I D h...' SAA 9 3/1t6'ALUM.POP RIVETS o 9 3/16'ALUM.POP RIVETS 0'O.C,BOTH SIDES o 1 0•D.C.BOTH SIDES TERNATE LEc&.Mara 3/16•ALUM.POP Ito.r ss.Ms.W/ aRIEWAtaN 8 RIVETS o te'o.c. S.S. 0.373'LONG NriAN M.0.163' BUSHING W/A 0.150' MW.J/4'PLYW000 4 LONG TOP SECTION 0.500'( MEN.TDSS ON UL2M030' REQUIRED L{ 1/2•MIN. REQUIRED TO PLYWOOD FT O.D.AND LONG tTT MD�(sEE salmuLE KEAP1m +/4•.TAP CONS OR .0.223•LONG BOTTOM STRIPPING FA. 1 or "J SECTIO 0.3 a�20'0.0.AND ON STffET 13) SIDE(iTP.) ®t a� ANCHORS D.C. I 1/4'11$iU BOLT W/ 0.245•Ld. Lo EWASH RACH ER SIDE NUT O 1G O.C. T11RU BOLT W/ 1/4-0 TAPCONS OR WASHER&NUT O 5'O.C. .�.. POURED CONCRETE OR CRETE-Elft!ANCHORS 6'D.C. CONCRETE BLOCK WALL - E / or REQUIRED 2'x4.OR 2•.":1/8• POURED CONCRETE.QR '513'x1/8'6063-T6'COM. ALTERNATE 3/16'ALUM. T 6063-T6 COM.ALUM. CONCRETE BLOCK WALL ALUM,NNCLE DR BEM PUTS POP RIVETS O 5'D.C. ® ANGLE. REQUIRED AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 nMAX.AS.D. DESIGN PRESSURE RATING +66.0, -66.0 P7SF A.S.D. DESIGN PRESSURE RATING- +66:07-66.0 PSF W •5 n9 (73/16- t ALUM.POP.RIVETS O MW.SFPAFiAT1ON • 1D•O.C.BOTH SIDES 1D CLASS -(SEE SCHEDULE ' ON SHEET 13) g ALTERNATE LEG \-Oor EQ. ED. k ANCHOR ®t L�tilEL110N CS ALTERNATE LEG ORIENTATION (SEE SHEEP 13) &ANCHOR ORIENTATION W 1/4'0 x 3/4'TEKS SCREW W/ POURED CONCRETE OR 5/8'WASHER OR 1/4'x 3/4• •'? CONCRETE BLOCK WALL BOLTS W/NUTS&6/8•WASHER o o a REQUIRED 4.O.C. u v of BUILD—OUT FACE MOUNTING INSTALLATION • CONNECTION a B 3 SECTION 4 ( 1 o 1/410 x 3/4'TEKS SCREW POURED CONCRETE OR Ott 1/4•x 3/4'BOLTS W/NUTS CONCRETE BLOCK m &5/8•WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE & .CONCRETE BLOCKif , uINSTALLATION SCALE N.T.S. VAA4 '`�•1� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) •• N�•4416] •'T 02017 TILTEco wc' TITAN II,FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�' NOTE FOR COMBINATION OF SECTIONS: *'E.D. = EDGE DISTANCE t- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) • , 07/20/t7 1N ANY WAY TO SUR ANY INSTALLATION. IL EC O.�N�. FOLDING SHUTTER CORP. DTE 0 ,/�•�Q TLLlli TESTING&ENGINEERING COMPANY. 7009 Nor PLACE _ •••.,• ESTI >.3.NGINEE rNG C n ale. WEST PAW BEACH,EL 33413 17-082 1 SEE LIMITATIONS FOR ON SHEET 2 - S ••• + rm.,(�.vt-len.re I L>arPn-ImI PN:�laOD-643-M7 ® _ 11 al O67 61 mf.Wng0llult0n.eom DRAWING No �ONA1 EN6,.d WALTERF n.tWWft�r.P.E. r.x •.�• �r:E.•sPAL/9NtKAfiiRE/wTE iLORIw U..1"167 $MEET 6 OF 13 •YIN.E.D. EQ. POURED CONCRETE CONECIIDN C5 REQUIRED (SEE SHEET'13) 0.060'THICK S.S. ROLLER HOUSING oPDONAL RAIN HOOD (MON-STRUCTURAL) (2)NYLON /IOW S.S.B.M.B.W/:1/2'0 ROLLERS O.WSY(TIP.) d/4•IANC NYLON BUSHINGS (TYP•TOP)AND 1'LONG(Typ. I 8 BOTTOM).EXCEPT AT ROLLER HOUSING(1YP.) /10 s 3• 0.373•LONG.NYLON -J 16'ALUM. BUSHING W/A°.150' P�P RIVET", I LONG TOP SECTION 0.500- O 18'O.C. O.D.AND 0.245La.MID COM.0.163'i0.27O'.O.C3O' 0.223'LONG BlTTOY ULTRAFAB WEATHER SECTION 0.320.OD.MID STRIPPING G SIDE(TYP.) 0.2445'i.e. I I J or. J '� MIN.SEPARATION or y� n TO GLASS i 1 u (SEE SCHEDULE . t AM S PPAATLON I ON SHEET 13) x+ I TO GLASS I h _ (SEE SCFIFDULE I J or ON SHEET 13)' ®t I ' MIN.SEPARATION I I 1/4'•X.1'TEK SCREW OR TO GLASS a OPRONAL RMI GWLRD 1 ,/4;220- S.S.YS WTRI (SEE SCHEDULE (NON-STRUCTURAL) i NUT&WASHER 0 4'O.C. ON SKEET 13) J or'3 7r4 F-,- 117E J/10'ALUM. AUERN POP RNETS O S'O.C. I OPDORAL RAIN GUARD AT REM. I I (N0N-STRUCTURAL) ALTERNATE 3/16'ALUM. 1 x g ALTERNATE LEG ^ POP F LDCA71oN NRH Y 9 3/16 n 'ALUM,POP PoYElS ANCHOR / �WIBCIgN CJ O to'O.C.ROTI SIDES (SEE SHEET IJ) 3 ]/i6•ALUM.POP RA£75 --0`'. --- O 10.O.C.BOTH SIDES EDGE OF O. EO. SAP�PU I�� EDGE OF POURED CONCRLTE CONECDONN C8 APP SLAB ILrna c REQUIRED (SEE SHEET 13) ) —EQ. E0. POURED CONCRETE POURED'CONCRETE / REQUIRED. REQUIRED CONNECTION C8 •YIN.ED. •.MIN.CD. (SEE%w 13) MIN.E.G. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. ,11 ...c��,'✓,p . ' • { FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: Lk No.44167 m.2o171I310.0 INC. E.D.. EDGE DISTANCE TITAN II FOLDING IMPACT-PROTECTIVE SYSTEM °�Or' ♦ 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13), TE r► FOLDING SHUTTER CORP. 07/2wre0/17 IIN ANY WAY TO SUIT ANY INSTALLATION. : ST ` '.� E:C O INC. S '.% 7 3 TILUT TESTING&ENGINEERING COMPANY 7009 KEMSTREET PLACE 11m N■.am 6 sY aw wxaY Wpaq n a,m WEST PALM BECK rt ax13 17-082 1 R.r.(]CI-W,-,alo..a�s(aa]nI-,m, rn 1000-643-W71 T SEE LIMITATIONS FOR AA''��ON SHEET 2 •....•••• LLL l'7 -me0:'U7t.cooed.wm JOISny11w0.n.com ORA10N0 N. S�,Wi►f1� RI 1N WALTERAOWT71Jr.P.C. ®� ^u< o'. . P,6j;j,Wi N4TlRE/DATE FLORA%Lie./44167 m 1- FI a SHEET 7 OF 13 POUR OR GROOMEDea O DOt WALL KOUNEG saou� �--�) `3PAN TIME.PFA.sotmnc X (?)ROWS OF I/1Y TAPCONS X / ANCHORSOYPJ(SEE S IO _ TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) tK a 2,Oc/0 iomxm3'WLW 1`o O �� ----- -0 0 o ALLOWABLE TUBE REO'O ANGLE NUMBER OF ANCHORS yAX i1aE Em l�E - -- ----------- _ TUBE MAXIMUM SPAN. ,LENGTH EA. END PER END OF TUBE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM m.a 1�Dni aw3-T6 AILvr .0 0 0 o SIZE SPAN 3µ'EOc SCREW _ �6.6,c, ! try•M. TUBE TUBE TUBE 314•d r•3•d L ••.- rr« 60" 106.0" 13 8 1711/4;LENCM -.2-.t/.1 1Eta7N (�LIQ K6 M 7e AION. GIE SCHEDULE) 2"x4'x 1/8` 96' 85.0' 17 10 6R+E 144" 69.0" 13 8 'e«3•.3•a ES 7 I 80" 117.0" 17 10 3.7;1/.1 Ll& a + 5045]-TO WIDTHp1. pt .tri• 2"x4'x1 4" 96' / 110:0' 21 12 (SEE ) sPAA TUBE 1tx 144" 91.0" 21 12 i 80' 109.0' 17 10 TYPICAL ELEVATION (TUBE AT TOP)SPAN TUBE MOUNTING INSTALLATION wT•wrs 2'x5"x1/8" 96' 100.021 12 ars 144" 81.0" 17 10 SPAN 1iM LEACT 1�1/.mPJ 80' 124.0" 21 12 t rmW '/'3'T''P• 2'x6"x1/8' 1 96' 114.0' 21 12 144' 93.0" 21 12 Y.4'«r.3'« •` r.1•«sv 3}c VAUD ALSO FOR MIDHOGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 3•J11/4.LEN M 7a aum.ANGLE p T 1/a1.uXmi1 SHUTTERS HEIGHT ABOVE&BELOW DOES.NOT EXCEED THE Mm.PRODUCT SPAN r M A1RiE 9(OWN•ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE'(TUBE AT MIDHEIGHT) TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE .NUMBER OF ANCHORS e#1 3/o rot SCREW o 0 0 0. o� SIZE PRODUCT SPAN LENGTH EA END PER END OF TUBE SPAN SPAN TUS,PER SGNFDIIlE _ _______ __________ 31711/•.+Em-m eosi-m Au6r --m�JE)-Q= 60' 76.0" 13 12 (e)+/.•.3/4-rEx9 SC EW6 SPAN TUBE PER SCI1600IE 2"x4"x1/8" 96' 60.0" 17 15 eDOO•RAx. AT 7.01'LDtCIt LLY. '�•SPA�iG rnuRm (SEE saA 6ErWEu+AMOpU OTPJ 144" 48.0' 13 12. GR GROM CONCREM (77 ROWS w 1/.••rlPC" OLOOt WALL REQnRED AN01G15 Dm.)(SEE SaWDu+q TYPICAL ELEVATION (TUBE AT 80" 87,0" 21 18 SPAN TUBE MOUNTING INSTALLATION. 2'x4"x1/4" 96" 79.0" 21 18 (e)1H•.3p•TEES SCREW " ..t/7•MG'°""'� 144" 65.0' 21 18 AT r O.C.Lowjnja NMLY. r..• 3•.6• r.]11p• DMP.) EAUEc try.M. 80" 77.0' 17 15 LENGTH E09]-TT B Ilu1L ANaE (3)ROWS OF 1/+0 (SEE s I 2'x5"x1/8" .96" 70.0' 21 18 SEE S01Dwal d p t 144' 57.0' 17 15 '80' 88.0' 21 18 (4T 2'x6"x1/8" 1 96" 81.0' 21 18 144` 66.0' 21 18 Z Z o o. o o � INSTALLATIONS: DETAILS W/ SPAN TUBE. INTO POURED CONCRETE 1/4•. 3/.•rot SCREW ______________ OR GROUTED CONCRETE BLOCK WALL ILDOO•HAUL •e•ac O SEE soaua) -------------- SPAN r PER SOMDULE SCALE:N.T.S. I//YI9'EY"PER SOIEOLLE mm-m Att6r O O O O 0 O /I MAA:A.S.D.DESIGN PRESSURE RATING=t72.0 PSF "SER A. TjL/.,_ a ]1111 1�.J•« ,1 41TI vt.d S1>• iC lM.ARGUE FLORIDA BUILDING CODE (High &Non High Velocity Hurrieone Zone) °• (SEE SC mXw . ' ®2017 TILTECo INC. pt �( No,44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRArE�� i� Pam IL E C O�N�. FOLDING SNUITER CORP. 07/20/17 OR fMREtC iPpWiG.lee1H-O 1 aOCX WNL FLOURED 3•N•«.313'«r l".t/.' - Q ' /�•• 1� TILL)?TCSTIXO Q ENGINEERIXO'COMPANY 7009 LM BEACH. PIKE (6)t/r.3/.•TExs SCREW IENGM EO63-m AUAL ARGUE TYPICAL ELEVATION�l1BE AT MIDHEIGHTI _ �/s'.,OR( A,:�4y�1` GM aW.3W SE eW.7of,vRGaL wPLoa.n 331w WEST PNM BEKx.El.aTLt3 1 7-082 AT x O.C.LW OVIUDEWLY. (�50®1Rq `- 1 fmr 1 WE)m1-1OY1..Ia a(3P.bT1-14t1 PN:'1000-6131-6371 s S \ 11 -t+q0:DI1.cooGal.G«W WWW.Ewdllph d- DRAWING No SPAN TUBE MOUNTING TUBE MOUNTING INST��ON .+. T SEE'ONRATIONS FOR ON SHEEP 2 WALTER A.nuffW6719 P.E. �'P.6.5 57CyyA7N{E/WTE FLORIDA.UC.('{4167 1~ SHEET 8 Oi 13 TAPCONs/CRflE-FLEX (SFE SHEET � AHcxoRs•18•O.C. 13) D"m GLASS E x LST W O ST R D C F U R E TRx.ED. STRUCTURE (SEE SHEET 13) ,305TINO 1 -- _ - 3.750•(TTP.) - - - -- STRUCTURE Tlc 3/8••T/REp HD .�� 3/Ifi'POP RIYEFS OR •CENFFAWECRECE FOR t/a'•.1]/C / 1/4 .'3/4'TEKS 0 (ITP.) TAPCONS/CRETE-n" / 18•D.C. 1 5 1 1 ANCHORS o 18.O.a / /16•POP R Sor 1 + t TExs or or Q10- o 16.O.C. WALL FACE 1 W 1 END CONDITION 18 90.0• 90.0 2 3 90.0• 90.0• 1/' POP.Rn'El3 OR / 8 4 SH WN f/16c,a3µ. Toa o (LEVERS INIDROR. OR 5 -� OR.F%IQROR) (QE IDLE'1) (2)®•30-O.C.O EXTERIOR (Z) S 0 3T-O.C. YD(2) CDR 4P TO O..0 WDSP FOR U TO DD" SPAN.A<])Af1(TS�O]0• / O.•CC.0 WO�A F00R L70W olO�H SPAN F(1�11UY9 18 13 \ HORIZONTAL SECTION 20 TO 144.3PAN.(THUNB s 444 DE N3TM US HORIZONUL SECTION St'REY TIAT BE INSTA{EEO P1fEFe0R OR EIETERIOR) (LEVERS ULTERIOR ! /16'POP RIVETS WTFieOR OA FxIERIOR) (IEVtRS gyp) OR DaERIOR) 1 OR 1/1•.3/{• 2.2'./B•COM. TEKS O 18•D.C. *WY VARY AT LAST SUIT AT TRAPPED muml.Awm 4 OR 5 RD8]-i8 ULM ANGIt 4 OR N TORS 9 CNEIE-REX SHO SHOWN \ 3 / i SEE L6OTATgIS FOR®.ON'SHEET 2 AwwoOs IN 16•D.c.RE tORS 0.CRETE-Eux SI"10 / E155TWO STRUCTURE ANCHORS 0.19•D.C.RTo E \ ETRmxc sTRuc,uRE _ BUILD—OUT DUSTING SIRUCTLRE ,n 254•.1/e•caxr. END CONDITION 1°N sos]- Aum ulaE 3/16-POP RIVETS Ea EO. OR1/1•.]/C 7EX5.OR. EXtSierG SIPUCIURE END .LOCK ANGLE RUT .3/{ 9S O 12.O.C. w/ END LOCK ANGLE NVI NOTE i HORROMAL SECRON MMZOMLL SECTION. Y x 2'x 1/8.5063-T9 1/{•..311 TEx ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CONE' ' ,uNl ANGLE scRexs ATTACro ONE (2) 0 3D O.C.o.c.• CENTERPIECE o s O.C. INTERIOR.CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A IRDSPA�oR u TO DD•—� SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100'OF THE TIP SHALL BE SQUARE, SPAN t(]) 3 0 3O- 0.357x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE.®AND SECURED :Ram FOR UP m(THUMB INTO (T'WITH A 0.120'o.d..HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER,WITH SCREWTo MAAY a INSTALLED A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR OGEROR) OF THE TIP A SQUARE, 0.475'x0.475"x0:085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE IM 4 OR(� ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE r> 8 •SHO (1)PIECE, 1.375' LONG. WITH A 0.366'x0.366"x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE.ALUMINUM LOCKING TUBE @. THE TOP OF THE PIECE MUST INCLUDE A 0.684- (LEVERS INTERIOR DEEP BY 0.188' WIDE CHANNEL TO RECENE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ' OR EXTERIOR) SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0'HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (IEw+s � 4 OR5 SHOWN y,,,� ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 1eli;�ERA. -' HOMOMAL SECTION l .t Q",:•"••••• •. � _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE 1 02017 RLTECO INC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR m` FOLDING SHUTTER CORP. °"2°/" CONCRETE BLOCK & WOOD (AS APPUCABLE �D IL EcoE��. GATE S TItLT ttST1N0.t ENOWEefONO COMPANY WIN STPD IM BEACH. PLACE' �Q'SS E137 K•.Sem. sr.]w,t`IG D4 n 11IND'ETif PALE BFACIL FL]H1! 9O.7 w �•Lv n..,FTenn-lelo. .(w0.1+-101 Pw teoo-eu-ssTt 17-082 f% .�1V'll` '"0®-"00�Co9°7 I.rnn ...Ao�I,pdWtlxlxiae ORAnHD N° •• WALTER A.T0.1Jf J'P.E. �Tv xm' nx■ TamTa• ns --ems ...... •A• FLIXSDE LIe./44162m LM" mR/n { SHEET DL OF 13 2•s.2' 1/6' 1 rALUYwIW ANCIE r BUILD-OUT YOUM A PER SECTION s,SHEET 6 A (2)3/I6'POP RIVETS 2'a 2'•1/6" EACH LEG OF 2•r 2' ALUMINUM ANGLE ANGLE. ANGU:'IEG'MAY FICC AWAY FROM OPENING a� I (AS SHOWN)OR TOWARDS �a OPENING:NO ANCHORS PF.OTARED 70HOST BUILD-OUT 1WUM PER SECTON 1,SHEET 6 (2)!/IB•Pop RNETS, EACH IEC OF 2•a2' ANGLE M01L EXTERIOR ELEVATION AL�""Ah b�SIMILAR AT HEAD PLAN VIEW A-A MovM FOR AND SILL AND Bon(SIDES oR eanl INGLES OF PRODUCT' (2)1 1/4.,.!/A. �,; OPTIONAL SIDE ANGLE M OR!/TG � � Uy�j�uµ 0'-2' (FOR SECTION 4.SKEET el RPFAANE ��� TUBE BOTTOM OR 10 WELL(2 REQUIRED) 14 C3IETE-F D(ANCHORS EA ANGLE TO SLAB ® 1/4'6•1 3/4' //-- TAPCDNS/CRM-RE% `t 1pl / F�ME HAAT BE MT NCHOS o 18'O.C. ,,p ` ND 3/13'POP WETS OR EXISTING STRUCTURE 3 §END .. 3 CORNER POST EDGE OF.CONCRETE a FJ ISOMETRIC SAB L (XTP.AT TOP AND BOTTOM SLABS) 's GSWY-BEFLAT TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION 111i/i JIJJ�� FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE ���' y' ®2°"D"E`°INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AL �= W/2%17 CONCRETE BLOCK & WOOD (AS APPLICABLE �T'. -3 ;u t, IL ECo�r�. FOLDING SHUTTER CORP. DATE �O-'• jl(... ♦ 'i TICCIT TESTING 6:ENGINEERING COMPANY7038 HEMSTREET PLACE ,Cf •,- R 1 .5 fxfa'�..SMA E1,ri.36S YAa1M uImDB,R u1ro WPS1 PAW R SNl! s.;w1-1610.w poAy11-1n1 Px leoo 6 -elrl 17-082 r I,•••••-"!tK -mOe:131a<e0ad.lxaTn _J 11. EB-0006718 �'� OAAIONO N� WALTER AIIILR Jr.P.E. P.E.SEK/S1IGI ATURE/WE FLORIDA Uc/44167 m wu misaln a� SHEET SA OF 13 i WALL FINISH - \ OPTIONAL,RAIN HOOD (NON-STRUCrURAL) R �ROUER THICK s.S. f10.3 Ss.su.&W/1/z o.a/s" //rWALL FMH HOUSING LONG NYLON SUSHENCS(T7P.TOP) // X1'C2 AND 1'LONG(T7p.BOTTOM).EXCEPT AT ROLLER HOUSING(7YP.) • W / 0.080'THICK S5.ROLLER HOUSING =�-- OPTIONAL RAW HOOD \. (2)NYLs I 1' (NON-SrRUC URAL) 0.853-0(TVP:) 1 l s 2'.4• .Woo I3/16"ALUM.POP ER REo'D. 110.s'S.S.sM.s w/ 0.373'LONG NYLON RIVETS,.0 18.O.C. COMNECIM ClBUSHING W/A 0.150• LOCour. r----_-.�-�_ ' NG TOP SECTION 4500• 0.1637.0.270' OD,AND 0:24.1&AND •0.030" 0223'LONG BOTTOM WEATHER T l Or SECTION 0.720'D.C.AND 0.245'LW. STRIPPING FA ® T - '^.' 3/18•ALUM.POP (TMP) I SDE(TTP.) W I RIVETS,O 18'O.C. M TO cLAss SEPARATION 2.4'CONT.03000�!, kfiNO �B HEADER REC 1� - - (SEESCHEDULE 1 Of 7'�(SEE SCHEDULE ! Or;� y, ON SHEET 13) ®T ILII ON SHEET 13) t 27.4'CONT.WOOD PLATE REDI, I V WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 0 +, 11 CONNEMM Cl WALL FUtIsH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD py(�pl p Tl1Z:. •' .••E /✓' FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) I SEE LIMITATIONS FOR®ON SHEET 2' ; (0 2021 RLTWG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRMN vy' No..44i67 _ IL �'zx FOR COMBINATION OF SECTIONS: 07/"117 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO �0= IL ECA.Nc. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFlC DENSITY OF 0.46 OR EQUAL UNTING SECTIONS CAN BE COMBINED • 9O �. nwr rESTIHc t ENOINEERWO COYPAHY 7008 HEMSIREET PLACE WAY TO SUIT ANY INSTALLATION. Wasr PALM BEACH,R 33417 0 S QR( \�Kii;' "^•NW.aHI•.ati w.3T.,vwoNA aAAco6,R 31,se 17-082 ..IC^'•. L wa•.•�m is�tcNOOLC�OTm,-161, Dll:/autl1 DRAWING No CC " • 11 EB-0008719 _ WALTER A TILLLT&.P.E. a� TE ELawDA Uk/"167 SR[R 10 OF 13 1/4'0>,3/4'TEKS SCREW OR 1/4'•3/4' ` BOLTS.W/NUTS k WISHER O 6'O.C. I _ _ _ _ 418•(Min.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY RIOR \ OF EXISTING WOOD BEAM TO,BE CERTIFIED BY REGISTERED / / WALL RNISH 0.060•THICK S.S. 1 SEE LIMITATIONS FOR ON.SHEET 2 ENGINEER OR INSTALLATARCHITECION. . ROLLER HOUSING ® TG PRODUCT 0(SfI11ATIINd. i 2'.4'COM. � G.. / r W000 HEADER OPTIONAL RAN HOOD NOTE FOR COMBINATION OF SECTIONS; REG. EQ.EQ. EQ. .(NONZUCiURAL) 1- MOUNTING SECTIONS CAN BE COMBINED % ' /IDA'S.S..S.N.S W/1/29 a3/4' OOHIiLRgN CD rLONG NYLDN BUSHINGS(Tyra TOP) W ANY WAY TO SUR ANY INSTALLATION. ! AND I-LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(TTP.) w NOTES-0 TAN 8000 _i _ _ __- I 2 (NON-STRUCTURAL) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 3 _ -"- - I.(RTI NYLON SN BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ..y.. I 1 N.85s•f(TYP.) 1_� 11 --ll� II 8 -A MIN ALUM. f iL_i--' 8 Opp{yyETS. /10 N.3'S.S.SLLS.W/0.373'LONG.NYLON ALTERNATE LEGJ O 1B'O.0 BUS"G W/A 0.150'LONG TOP SECTION 3/18'ALUM. I LOCATION CONT. 0.500.O.D.AND 0.245"id.AND 0.223'LONG I I POP RIVETS, BOT104 SECTION 0.320'0.0.AND 0.245•LE. (SEE NOTE•) O LTTR3AF�27�TH', .) •1B'O.C. YUL SEPARATION I STRIPPING f11.SIDE _ TO CLASS Or @t 9 (SEE SCHEDULE I .a - ON SHEET 13) _ T MIN.SEPARATION Or®T (SEE GIASSroN �+ (SEE SCHEDULE I I GLASS I I I I forte' (SEE SCHEGA) ON SHEET 13) I 1 or i ON SHEET 13) 1 Or ® T v '(7' 8f ALTERNATE 3/16'PLOY ALTERNATE LEG I POP RIVETS O 5'O.C. LOCATION OPTIONAL.RAIN.GUARD ALTERNATE LEG AT REAR. .) (NON-STRUCTURAL) LOCATION T} f I f (SEE NOTE SEE NOTE• I i I LL ,J I - ' _' _) I�_-----J I I I I I li TL Jf II I F--______�_____T._i " ALTERNATE 3/18'PLUM. I I L__J I I I II POP RIVETS O 5'O.C. I II II II • 1 I 11 21{-CONT.i F_ -Z= II , �Tn4 Y ------------- WOOD I g AT HFiVE. PLA REO'D.7 I I I ^ 9 MI N ----------- oo 'OS 3/1G ALUu.POP RIVLIS \ •IO` I S 9 moi. 10 n a O 10'D.C.BOTH SIDES' Iii 3/16'ALUM.POP RIVETS 0 10'O.C.BOTH SIDES E0. E0. W 0 1 I 2':6'MIN.WOW E0. R L ) DEC(REOUIRED 1 71 2•a4'CAM.: ` • 1/40 4'TENS SCREW (NO FINISH ALLOWED) {� 1/CO/3/4•TENS SCREW WOW PLATE 0'0. /I 1 I 1{(I Ofl 1/4's 4'BOLTS W/NUTS. 1 I I W/5/a•WwSHER.OR ``' 4 I I &5/6'w o.6'O.C. CONNECTION CIS 1 I 1/4'■J/4'BOLTS W/NUTS h G WASHER O 4.O.C. E.D. Ca 1� k I i� i1 FINISH 2'NOL 2'MIN.E0. BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW(1)T(MTrGM) SECTION 7W Li I•Qom.•• .Td FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE• :ALTERNATE LEC LOCATION AND ANCHORAGE TO WALL SHOWN.DOTTED ••• ®mn nLTEW INC. �.4467 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ORI"8Y., INSTALLATIONS DETAILS INTO WOOD 07/2/,T IL E C 0,MG. FOLDING SHUTTER CORP. DATE SCALE N.T.S. `'�•'; / tes :T ' TiWT TESTING.ar ENGINEERINO'COYPANToNOL51R0PI/OE Y '� .7 4tA 11` Fiu Nc MN 64 i.au wm Al OA90C,M1 311Y WEST PAM BEACH.FL 33413 17-082 T .LORI P '� 111t .m,l w•a"}Abca�oaWsm 11-1A11 jdd=0­84U3 h .�_ OR.nHG No •• 1 WALTER A 7WT1 i.P.E /OA1E FLOROA LE �.41x7 v/aMr SLEET If OF 13 •J,^ MIN.SEPARATIONTO GLASS NW.SEPARATION Of (SEE SCHEDULE TO GLASS ON SHEET 1J) T (SEE SCHEDULE v v ON sHEET 13) '�� or OPTIoNGL RAIN GUARD I _ I (NON-STRUCTURAL) n 1/4'0 A V TEK PLTERN4IE 3/18•ALUM. IG. •. SCREW OR 1/411-20-xi POP RNEIS O V O.C. n SS YS WITH NUT✓p I AT REM. a 9 WASHER O 4'0.C. n.1 3/16"ALUM.POP RIVETS O 10'O.C.BOM SIDES EDGE OF IF APPL EDGE OF SLAB ALTERNATE LEG d< •� — — IF APPLICABLE ANCHOR lOGT10N CONQ:IION� �� (SEE NOTE x)—� - 2•x6•WN.WOOD DECK REQUIRED (NO FINISH ALLOWED) I CONNECT"ca EDGE OF SLAB IF I 2'MIN.E.O. APPLICABLE EDGE OF�� SLAB IF _ 2•WN.E.D. APPLICABLE G. t SEE UMITATIONS FOR®ON SHEET.2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 MIN.ED. 1'YIN.E.D. NOT FOR .OMBINATION OF 6cnDN�: SECTION 7BW (BOTTOMi 2'x6' IN.WOOD DECK REQUIRED 1- MOUNTING'SECTIONS CAN BE COMBINED (ND iTNISH ALLOWED) IIN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION WOOD TO'GLASS NOTES: PLATE RE D.' \ (SNSHEET ,3 SECTION 7AW (BOTTOM), 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE HAVE A-MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)5/16'r LAG EQ 2' 2- SEE SECTIONS 6W& 14W FOR MAX A.S.D. DESIGN of Q�t o'a SCREWS W/2 1=1N. —MIN.E0. W I PFNETRARON ATM PRESSURE RATING SPANS 1'.4'.1/8' (27 OF RAFIER/TRUSSES I 6063-T6 CONT. o \ ALOMINULIIDBE s I 1/4'x4'(6063-T6)FIAT EIOSTING 2X WOOD PIATE w/1/4.0 x1. TEK TRUSSES OR..RAFTER 2-M'YIN.WOOD I SCREWS O 6.O.C.IN AT 24.O.C.MAX. SNDS O 16'O.C. I IS TRUSSES OR ,Spp• �� 1 (6063-T6)i-T S PLATE w/1/40 x1'lEl< SCREWS O 4O.C.W (2) 1/4"t -FLEX _ U i BETWEEN TRUSSES ANCHORS 114 NS W000 SCFlEYfS OR 1/4.0 EDGE(IF APPLICABLE) NDS LAG SCREWS ATDNIDWIDM OF EA SND W/ • 2 1/2•Yin.T101EADED PENETRATION IMO WOOD 1/4-MAX.PLYWOOD EXISTING SOFFIT SND 1 ^ 1/4-0•J/4'Tu( 2)NriON ^ SCREW OR 1/4'-20 x 3/4' 0.655.0 }10x3'S.S S.U.S.W/1/2'0 x3/4-LONG 0" ' S.S.BOLTS W/NUTS& •) NYLON 6USHINGS(Typ.TOP)AND 1'LONG 1 1/4.0:3/4`TEK WASHER O 6'O.C. }10 x 3•S.S.S.M.S.W/ I B v (�.)BO7TOY),EXCEPT AT ROLLER HOUSING SCREW 0 6'MOUNT TOV WOOD STUDSg MOUNTING INSTALLATION 0.373'LONG NYLON BUSHING E A0.O.5D I D1 INSTALLATIONS DEITA�'[_ SECTION 14W (BOTTOM) LONG TOP SECTION 0.500' / /�� OD.AND 0.245'i.d.AND 0.163•x0.270' ,- 0.223'LONG BOTTOM 0.030' Mw,SEPARATION MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO Gltiys ULTRIFAB T INTO W O O Q •••• �✓•.. 024Y IA. (SEE SCHEDULE SIRPPNG.EA Q ••'GENS FLORIDA BUILDING CODE,(High k Non High Velocity Hurticone Zone) of t c SCALE N.T.S. (TMP•) ON sXEEr 1s) SOE 5 02017 TILTECO IND- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OIMYN By' N0.4416.7 Y.L HEADER TO TRUSS MOUNTING INSTALLATION + FOLDING SHUTTER CORP. °'�'°/" DATE T_ SECTION 8W_Z= v —1.s ENGINEEflINO COMPANY ToeO KEIACH.. PVL[ �,'• ��•\5 Lav ru. ss m wwu wm¢n nlex WLsr P:I BEACJI.a as413 17-082 DRAWING Ne wort.xs7m.-wo.Ia,Dmpn-TUI PN: 60D-M3-0.771 �n `(0`''I1 -ma0:NtOt00otl.com �1o16rpWutbn.00m MAX. A.S.D. DESIGN PRESSURE'RAPING.+60:0, -60.0 PSF C� 'WALTER A°TLLlF'Jr.PE, oxsea --P.• ,.n(fjMl(IRE/OAiE FLOWOA U.J.s4167 m U-m. a� SHEET 12 OF 13 MAXIMUM WIND PRESSURE (o.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE ' AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fn (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) Wm MA1m10Y suis SPANS 0 wx N101MBtECONCRETE CONCRETE BLOCK I STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE POSRNE NECATK u"T� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PRESSURE PRESSURE m aunOM TYPE SPACING CONNECTION .ANCHOR CONCRETE CONCRETE'BLOCK TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 lb/ft A B C A C E 60.0' 60" 88 lb k425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/ 397 LB/FT A B C A C 35 psf 100.0' 100" 146 Ib ft 01$1 473 LB/FT - 418 LB'FT 236 LB/FT 202 LB/FT 383 LB/Fr Cl 9 417 LB Fr - 388 LB FT - 134 LB FT. 144" 144' 210 Ib it 12 387 LB FT - 334 LB FT 166 LB Fr 142 LB FT 271 LB FT 347 LB FT 6 461 LB/Fr - 418 LB FT - 202 LB FT 60.0' 60" 100 Ib ft C2 1 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 100.0' 100' 167 lb/ft fi 525 LB/Fr - 419.LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 5 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144° 240 Wit 9 390 LB/FT - 309 LB 6 502 LB/FT - 419 LB/FT - 285 LB/FT 11-� 60.00.0' s0.o" 115 lb/ft /FT 157 LB/FT 134 LB/Fr 257 LB/FT 329 LB/FT 9 372 LB/FT - 309 LB/Fr - 134 LB/FT 80.0' C3 6 496 LB/Fi - 375 LB/FT 236 LB/FT 202 LB/F7 298.LB/Ff 405 LB/Fr CS 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psf 97.0" 97.0" 187 Ib ft 813.LB/FT - 572 LB/FT 326 LB/Fr 304 LB/FT 418 LB/ 3 760 LB/Fr - 572 LB/FT - 304 LB/FT 115.0° 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/ 393 LB/FF 144" 144' 276 Ib ft C4 592 LB/FT = 448 LB/FT 236 LB/Fi 202 LB/F7 357 LB/ 9 445 LB/FT - 370 LB/FT - 134 LB/Fr 80.0' 60.0' 125 Ib ft 3 972 LB/FT 682 LB/Fr 389 LB/FT 364 LB/FT 500 LB/Fr 753 LB/Fr C4 6 561 LB/FT - 448 LB/FT - 202 LB/Fr 89..0 89..0 2 lb/ft 9 281 LB/Fr - 224 LB FT 81 LB 912 LB/FT - - 364 LB/FT 50 psf 100.0' 100.0" 208 Ib ft / /Fr 83 LB/Fr 143 LB/F7 103 LB/FT CS 6 421 LB/FT - 334 LB/Ff 122 LB 9 226.LB/FT - 224 LB/FT - 83 LB/Fr 120.0' 120.0" 250 1b 1l /FT 125 LB/FT 214 LB/FT 155 LB/Fr 339 LB/FT - - 125 LB/Fr 144" -140" 300 Ib ft 3 B43 LB/FT - 670 LB/Fr 243 LB/FT 25D LB/F7 432 LB/FT 31.1 LB FT 3 681 LB/FT - 670 LB/FT - 250.L8 Fr 60:0' 60.0" 138 ID ft 9 273 LB/Fr 325 LB/Fr 215 LB/FT - - 138 LB/FT 102 LB/FT 81.0" C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/Fr 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 pst 100.0" 100.0' 229 IDA C6 6 332 LB/FT 378 LB/F7 323 LB/FT - - 3 822 LB FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT 3 663 LB/Fr 756 LB/FT 646 LB/Fr 120.0' 4. 269 LB/FT 301 LB/FT 183 LB/Fr - - 114 LB/FT 153 LB/Fr - - 0.0 134" 330 IDA 4 232 LB/Fr 235 LB/FT 183 LB/Ff 60.0 60.0' 150 Ib it C7 3 358 LB/FT 402 LB/Fr 244 LB/Fi - - 152 LB/FT 204 LB/FT C7 - - 3 310 LB/FT .315 LB/FT 244 LB/FT 80.0' 80.0' 200 Ib ft 2 - - - - - - 305 LB/FT 12 388 &/Fr :460 LB/Fr 409:LB/Ff60 psf 100.0" 100.0' 250 Ib tt 12 491 LB/FT 596 L8/Ff 409 LB/FT - - 265 LB/Fr 168 LB/Fr 8 582 691 LB/Fr 614 LB115.0" 115.0- 288 Ib ft C8 g 736 LB/Fr 894 LB/Fr 614 LB/Fr - - 397 LB/FT 252 LB/Fr /FT - - 131" 128' 346 Ib ft 6 982 LB/Fr 1.194 LB/Fr 819 LB/Fr - - 530 LB/FT 336 LB/Fr 6 777 921 LB/FT 819 LB - 59.0' 59.0" 160 I.,- 65 b t65 psf 92.0' 92.0' 249 Ib ft 100.0" 100.0' 271. Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0' 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL psf 1 1 292 Ib ft- SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121" - HURRICANE ZONE 121' 11188"" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0' 187 Ib ft ZONE 1,2 3 ZONE 4 A '1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" D 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•-10' 2 1/2" 1" 2 5/8" 80 psf 113' 111" 400 I6 n AS LESS B 1/4" 0 z 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 Pst 101' 99" 447 Ib ft TO 8•-3" 2 5/8 + 1" 2 3/4"+ C 1/4' 0 CRETE-FLEX 3.00' 3.00" 11 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" 0 ITW-BUILDEX N/A' N/A N/A 1.00" N/A N/A N/A 2.00- 130 psf 80' 76" 483 Ib ft TO 12•-O" 3 1/2" 1" 3 5/B" 140 psf. 74" 70' 484 Ib ft #14 NDS WOOD SCREWS OR 150 psf 69' 66' 483 Ib ft pliAusi f F /A N/A D N/A N/A N/A 2.00" N/A P 1,U 4' NDS LAG SCREWS 160 Psf 1 65' 62' 1 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. i;•���[{,Tf!'/ ._. ADSL + EXCEPT THAT 3 5/8' SHALL BE USED ♦• �G T FLORIDA BUILDING CODE (High do Non High Velocity Hurricone Zone) -` (0 2017 1LLTEC0 INC DRAAN By. L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, V•• •'•F•''•• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N U GIVEN POSITIVE A:S.D DESIGN PRESSURE RATING. 4, 4A & 7A- L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP. o7a E17 IL ECOLN,. L ' �tiCi�+IET/ . we ew.xm.s+.sl.za M�aA wmq n aslee WEST P EL 3MI3FINAL MXIMUM ALLOWABLE PRODUCE SPAN IS 1 TWT TESTING k ENGINEERING COMPANY OASDUDET PLACE 17-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT 9 � \• n m.,(1afiDI1-lAL.�ru.41aSM11-ly1 FH:1800-6 3 71 SPAN BETWEEN'L+'AND'L- Q•'' 4y \\ a-man:tm-ow- �fol®nprAutt�aaom DRAWING No �ORI'D ' 1 ®-0006719 �. . WALTER A.➢UlT p Jr.P.E. o•n SN •�OLTE ROWOA(fc. {1167 on 6m. n/m/n EET 13 GT 13 s