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i Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications i Contact Us l•BCIs Site Map, Links I Search•� Florida • Product Approval appr USER:Public User Product AoproVal Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Revision 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@foldlngshutters.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.Tlllit 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. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 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 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.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 The State of Florida is an AAJEEO employer.Coovrfaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M •.CredSafe:.it Card _ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 IS ASCE 7-10 Design Wind Loads Wind speed V= 160 mph Exposure.,VC Easy Sea easyseals.com For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg cCpi= 0.113 Triburary area at least... Triburary area at[east... Triburary area at[east Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Mean 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior r Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner u + + + + + + + + + + + - + - + - + - + - + - 15 ft +3-1.51-36.3 +33.5-44.8 +32.6-35.4 +32.6-43.1 +32.0-34.8 +32.0-41.8 +31.5-34.3 +31.5-40.8 +31.1-33.9 +31.1-40.0 +30.8-33.6 +30.8-39.4 +30.51-33.3 +30.5-38.8 +30.01- 32.8 +30.0-37.8 16 ft 33.91-36.8 + 4 +33.0-35.9 +33.0-43.7 +32.4-35.3 +32.4-42.4 +31.9-34.8 +31.9-41.4 +31.5-34.4 +31.51-40.6 +31.2-34.1 +31.2-39.9 1 +30.91-33.8 +30.9-39.3 1 +30.41-33.3 +30.41-38.3 17 ft +34.4-37.3 +34.41-46.0 +33.5-36.4 +33.51-44.2 +32.8-35.7 +32.8-42.9 +32.3-35.2 +32.3-41.9 +31.9-34.8 +31.9-41.1 +31.6-34.5 +31.6-40.4 +31.3-34.2 +31.3-39.8 +30.8-33.7 +30.8-38.8 18 ft +34.8-37.7 +34.8-46.6 +33.9-36.8 +33.9-44.7 +33.2-36.2 +33.2-43.4 +32.7-35.7 +32.7-42.4 +32.3-35.3 +32.3-41.6 +32.0-34.9 +32.0-40.9 +31.7-34.6 +31.7-40.3 +31.2-34.1 +31.2-39.3 20 ft +35.6-38.6 +35.6-47.6 +34.6-37.6 +34.6-45.8 +34.0-37.0 +34.01-44.4 +33.5-36.5 +33.5-43.4 +33.01-36.0 +33.0-42.5 +32.71-3S.7 +32.7-41.8 +32.4-35.4 +32.4-41.2 +31.81-34.9 +31.8-40.2 22 ft +36.3-39.4 +36.3-48.6 +35.31-38.4 +35.3-46.7 +34.7-37.7 +34.7-45.3 +34.11-37.2 +34.1-44.3 +33.7-36.8 +33.7-43.4 +33.31-36.4 +33.3-42.7 33.01-36.1 +33.01-42.1 +32.5-35.6 +32.5 41.0 24 ft +37.0-40.1 +37.0-49.5 +36.0-39.1 1 +36.0-47.5 +35.31-38.4 1 +35.3-46.2 +34.8-37.9 +34.8-45.1 +34.3-37.5 +34.3-44.2 +34.0-37.1 +34.0-43.5 +33.61-36.8 +33.6-42.8 +33.1-36.2 +33.11-41.8 25 ft +37.31-40.4 +37.31-49.9 +36.3-39.5 +36.3-48.0 +35.6-38.8 +35.6-46.6 +35.11-38.2 +35.1-45.5 +34.6-37.8 +34.6-44.6 +34.2-37.4 +34.2-43.8 +33.9-37.1 +33.91-43.2 +33.4-36.5 +33.4-42.1 26 ft +37.6-40.8 +37.6-50.3 +36.6-39.8 +36.6-48.4 +35.9-39.1 +35.9-46.9 +35.4-38.5 +35.4-45.9 +34.9-38.1 +34.9-45.0 +34.5-37.7 +34.51-44.2 +34.2-37.4 +34.2-43.6 +33.7-36.8 +33.7-42.5 28 ft +38.2'-41.4 +38.2-51.1 +37.21-40.4 +37.2-49.1 +36.51-39.7 +36.5-47.7 +35.9 -39.1 +35.91-46.6 +35.5-38.7 +35.51-45.7 +35.11-38.3 +35.1-44.9 +34.7-38.0 +34.71-44.2 +34.21-37.4 +34.21-43.1 30ft +38.71-42.0 +38.71-51.9 +37.71-41.0 +37.71-49.8 +37.01-40.3 +37.01-48.4 +36.41-39.7 +36.41-47.3 +36.01-39.3 +36.01-46.3 +35.61-38.9 +35.61-45.6 +35.2-38.5 +35.2-44.9 +34.7-38.0 +34.7,-43.8 32 ft +39.31-42.6 +39.3-52.6 +38.21-41.6 +38.2-50.5 1 +37.5-40.8 +37.51-49.0 +36.9-40.3 +36.91-47.9 +36.5-39.8 +36.51-47.0 1 +36.11-39.4 +36.11-46.2 +35.71-39.1 +35.7-45.5 +35.2-38.5 +35.21-44.4 34 ft +39.8-43.1 +39.8-53.3 +38.71-42.1 1 +38.7-51.2 +38.0-41.4 +38.0-49.7 +37.4 40.8 +37.4-48.5 +36.9-40.3 +36.9-47.6 +36.5-39.9 +36.5-46.8 +36.21-39.6 +36.2-46.1 +35.61-39.0 +35.6-44.9 35 ft +40.0-43.4 +40.0-53.6 +39.0-42.4 +39.0-51.5 +38.2-41.6 +38.2-50.0 +37.6-41.0 +37.6-48.8 +37.2-40.6 +37.2-47.9 +36.8-40.2 +36.8-47.1 +36.4-39.8 +36.4-46.4 +35.81-39.2 1 +35.8-45.2- 36 ft +40.3-43.7 +40.3-53.9 +39.2-42.6 +39.2-51.8 +38.41-41.9 +38.4-50.3 +37.9-41.3 +37.9-49.1 +37.4-40.8 +37.4148.2 +37.040.4 +37.0-47.3 +36.61-40.0 +36.6-46.6 +36.0-39.5 +36.01-45.5 38 ft +40.7-44.2 +40.71-54.5 +39.61-43.1 +39.6-52.4 +38.9-42.3 +38.9-50.8 +38.31-41.7 +38.3-49.7 +37.81-41.3 +37.8-48.7 +37.4-40.9 +37.4-47.9 +37.0-40.5 +37.0-47.2 +36.51-39.9 1 +36.5146.0 40 ft +41.2-44.6 ;+41.61-55.7 5.1 +40.1 43.6 +40.1-52.9 +39.3-42.8 +39.3-51.4 +38.7-42.2 +38.7-50.2 +38.2-41.7 +38.2-49.2 +37.8-41.3 +37.8-48.4 +37.4-40.9 +37.4-47.7 +36.9-40.3 +36.9-46.5 42 ft +41.6-45.1 +40.51-44.0 +40.5-53.5 +39.7-43.2 +39.7-51.9 +39.1-42.6 +39.1-50.7 +38.6-42.1 +38.6-49.7 +38.2-41.7 +38.21-48.9 +37.8-41.4 +37.8-48.2 +37.2-40.8 +37.2-47.0 44 ft +42.0-45.6 6.2 +40.9-44.4 +40.9-54.0 +40.1-43.7 +40.1-52.4 +39.5-43.1 +39.5-51.2 +39.0-42.6 +39.0-50.2 +38.6 42.1 +38.6-49.4 +38.2-41.8 +38.2-48.7 +37.6-41.2 +376 47.4 45 ft +42.2-45.8 6.5 +41.144.7 +41.1-54.3 +40.3-43.9 +40.3-52.7 +39.7-43.3 +39.7-51.5 +39.2-42.8 +39.2-50.5 +38.8-42.3 +38.8-49.6 +38.4-42.0 +38.4-48.9 +37.81-41.4 +37.8-47.7 46 ft +42.4-46.0 +42.4-56.8 +41.344.9 +41.3-54.5 +40.51-44.1 +40.5-52.9 +39.91-43.5 1 +39.9-51.7 1 +39.4-43.0 +39.4-50.7 +38.9-42.5 +38.9-49.9 +38.6-42.2 +38.61-49.1 +38.0 41.5 +38.01-47.9 48 ft +42.81-46.4 +42.8-57.3 +41.61-45.3 +41.6-55.0 +40.8-44.5 +40.8-53.4 +40.2-43.8 +40.2-52.2 +39.7-43.3 1 +39.7-51.2 +39.3-42.9 +39.3-50.3 +38.9-42.5 +38.9-49.6 +38.31-41.9 +38.3-48.3 50 ft +43.1-46.8 +43.11-57.8 +42.0-45.7 +42.0-55.5 +41.2-44.9 +41.2-53.9 +40.6-44.2 +40.6-52.6 +40.1-43.7 +40.1-51.6 +39.6-43.3 +39.6-50.7 +39.3-42.9 +39.3-50.0 +38.61-42.3 +38.6-48.7 52 ft +43.5-47.2 +43.51-58.2 +42.31-46.0 +42.31-55.9 +41.51-45.2 +41.51-54.3 +40.91-44.6 +40.9-53.1 +40.4-44.1 +40.4-52.0 +40.01-43.6 1 +40.01-51.2 +39.6-43.3 +39.6-50.4 +38.9-42.6 +38.91-49.1 54 ft +43.8-47.6 +43.81-58.7 +42.7-46.4 +42.7-56.4 +41.91-45.6 +41.91-54.8 +41.21-44.9 +41.2-53.5 +40.7-44.4 +40.7-52.4 +40.31-44.0 +40.3-51.6 +39.9-43.6 +39.9-50.8 +39.3 43.0 +39.3-49.5 55 ft 1 +44.0-47.7 +44.0-58.9 +42.91-46.6 +42.9-56.6 +42.0-45.8 +42.0-55.0 +41.4-45.1 1 +41.4-53.7 1 +40.9-44.6 +40.9-52.6 +40.4-44.2 +40.4-51.8 +40.0-43.8 +40.0-51.0 +39.4-43.1 +39.4-49.7 56 ftL+444.5 1-47.9 +44.2-59.2 +43.0-46.8 +43.0-56.8 +42.2-45.9 +42.21-55.2 +41.5-45.3 +41.5-53.9 +41.0-44.8 +41.0-52.8 +40.6 44.3 +40.61-52.0 +40.2-43.9 +40.2-51.2 +39.6 43.3 +39.6-49.9 58 ft -48.3 +44.5-59.6 +43.3-47.1 +43.3-57.2 +42.5 9.9-50.3 60 ft -48.6 +44.8-60.0 +43.6-47.4 +43.6-57.7 +42.8-46.6 +42.8-56.0 +42.2-46.0 +42.2-54.7 +41.6-45.4 +41.6-53.6 +41.2-45.0 +41.2-52.7 +40.8-44.6 +40.8-51.9 +40.1-43.9 +40.1-50.6 [n •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner'zones,respectively)are as shown toP aa Valid only with 5ineer's LLI •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and away from the right,where the dimension"a"is the minimum of 10%of the building's I- signature&r ised seal O components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less Z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension. J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle •This specification is valid only for use with structures NOT located in the `f shall be verified by the contractor&building official prior to construction. less than or equal to 10•.Round up to values shown upper one-half of an isolated hill,ridge or escarpment. oet 24 2 C •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category,LLI separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures thatZ Design(ASD). roof slope 510°has been considered. represent a substantial hazard to human life In the event of failure. eanoChristian e E LLJ U •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)Is equal to the •Design Is based on structure classification as Enclosed Bldg Peak Height FL PE#67382 #31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. wni i ai cvnnnrr 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2018 Easy Seals rev 10 18 Doc No.A10L.S•160C Customer: LUCCHESI WorkOrder Number: 04162020005 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -44.8 53 63.5 64.25 68.5 65.25 9"o.c. 9"o.c. 2 -44.8 53 63.5 64.5 68.5 65.25 9"o.c. 9"o.c. 3 -44.8 53 77 64.75 93.5 90.25 9"o.c. 9"o.c. 4 -44.8 26.5 63.5 41 68.5 65.25 9"o.c. 9"o.c. 5 -44.8 26.25 63.5 33.5 68.5 65.25 9"o.c. 9"o.c. 6 -44.8 161 98 187.875 104.5 101.25 9"o.c. 9"o.c. 7 -44.8 77 97 93.875 103.5 100.25 9"o.c. 9"o.c. 8 -44.8 37 63.5 52.75 68.5 65.25 9"o.c. 9"o.c. 9 -44.8 37 63.5 52.75 68.5 65.25 9"o.c. 9"o.c. 10 -44.8 37 63.5 52.75 68.5 65.25 9"o.c. 9"o.c. GENERAL NOTES' I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NLLVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY NW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR g 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ) & 1609 (NHVHZ)OF THE ABOVE MENTIONED CODE, ' FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES'.. Kdm0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX (A.S.D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS IN THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A S R INCREASE IN C.2 MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1 $ / ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN TIER ANALYSIS.A DURATION FACTOR CO m 1.60 WAS USED FOR VERIFICATION ) /4'0 CRETE-FLEX OR 14 NDS W000 SCREWS OR 1 4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H-T-L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE,FY-33 KSI (MIN.) MATERIAL 2 STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE g 10 z 3',410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 TTW BUILDER TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTES: 3.ALL ALUMINUM EXTRUSIONS SHALL Be ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH CIA) MINIMUM EDGE DISTANCE OF ITV/BUILDS(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 TIW/BUILDIX TIX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT WITH SECTION 1709 9-3 OF THREfrS ELFLORIIDDA BUILOCATED DING CODE ONN A E READILY SHALL BEOCATION EE PLACEDTPRODUCT FOR EVERY OPENING.- 1/4'0 TAPCON OL ADVANCED THRFADUTED TECHNOLOGY,AS ID SET ANCHORS BY I.T.W. BUILDIX, INC.TO MIN. f'c-3192 psi. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Pc-3000 psi. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.V-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. A7)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,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 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.ED. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAP/4N O ADVANCED DISEADFORMTRIBUTED TECHNOLOGY,AS MANUFACTURED BY I.T.Vl. BUILDIX,INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 z 3/4'SOLID SET,AS DISiRIBIff(D BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT (p y B�MINIMUM EDGE DISTANCE EMBEDMENT OF 1/4- TAPCON SHALL BE NCHORS SHEET 130 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. AAL'A>/'a��`^JA.Tit PERMITS IN THE STATTHIS DRAVfiNG E OF Y FLORIDA BE Us O TO OBTAIN `AA ����lli1 �v'ENs�•.'. = FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG 1• 44167 •1 0=7 TstEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM O �' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. V b L 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL FOLDING SHUTTER CORP. 07AO117 ANCHORS SHALL IC LONG ENOUGH B. REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE pJ IL E C O LNC. DATE SHALL BE AS INDICATED ON NOTES B.1 &8.2 ABOVE. =©, `[. . A TILLS TES NO&ENGINEERING COMPANY 7069 HEYSTRFET PLACE 1Y1'!y', \V1,' wa Nn.uu) ®,.Us.�xma rt anee WEST PAW BEAM FL 3N13 �•,>os ,C74s m1-... �:1eDO-643--071 17-082 1:L11ACooCol."m toAn.Can sYOKAYING NA I WALTER A.TI 41YI1� E9-0006719 _ sI P.E.S I Jr.P.E. ao.A-a.. ooamm EAEJSIGNANRE TE FLORIDA LIC. 46167 mAo/.> SKEET 1 OF 13 5909• .9]a• 29., SBEO- � 59rA• 2 zsm• , c P -�, �� � �. a ,.na• •aa � ° � . .992- aT- gg � -4, 8213' � $ y � `f .092• 1.IN" 61 � �n .963- 8 e% .a2• � SLAT 63-T6 A ® SLAT WINDOW Q —END © FLAT END ma (TOBE USED L INSTALLATIONS, 6063-T6 ALLOY 6063-75 ALLOY 063-T5 FCL � �063- IOR CENTERPIECE MAY lNCLUD£PERFORA77ONS AS PER (TO BE USED ONLY FOR INSTALLARON5 ® DV7'ERIOR CENTERPIECE LOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 606J-76 ALLOY SEE COMPONENTS 20. 21 &22 ON <1`� SHEET 3.) Saa3• .w,. Lns• 2ru• IA01' �I. 2899• 2NB• 2012• 052' S b 19➢T �I 1�L .r:a• 4 t 3 .oaz- .oe0 - I, 8 .,°°• ^ o .oe3" .080• 1.99)• '083- 99 .062• - �lYu) I.09x• I�.I I B � .aw• -.JIT .oar I 2nr 25ET 1]13• rte' 4 © WALL HEADER 12" MAX B.D. CEILING HEADER BOTTOM SILL TRACK 6063-T5 ALLOY SILLIHEAD TRACK ® ® BOTTOM TRACK ADAPTER 63-T6 ALLOY 6063-76 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY g s9o•^i za9a• t2 g •090 COMPONENT a b tt 12 S �• 0 13 2' 5' MAX. 0.125" 0.125" .oea• .os0• 8 I M1 ' 'n& .oa,• i6 2' 4'MAX. 0.25' 0.25' .oae• a 17 1' 2' MAX. 0.062' 0.062' 1.119• �1 ALT. BIN OTTOM TRACK ADAPTER © BOTTOM RAGUARD 6 ALUMINUM ANGLES 14 RAIN HOOD 6063-T6 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY 6063-76 ALLOY �I.,JO• C.0 PONEN TS .3�• ,1111�� n 1 r •... ..,'/' m FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) \.-••••'•4Lr '•.t e2 0x017 TILTECO WC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °WNL _318"0-16 ACETAL —2999 IME C 0m., FOLDING SHUTTER CORP. °'a,E" I►21T i]/)!7 p/'Ix7 yrTj]O <kiD L. �: \ TIWT TESTING h ENGINEERING COMPANY 7099 Xl16lREET PLACE Fl IOL l/1140471i1LL�2L7 CORNER POST ' 9 1 G �a N'•=an s aN 3c wxA wzoa T PAS„ X.6 ,u1317-082 .....:(6i6l1-1069.]o.:txapll-1661 PW 160D-813-en1 6063-T6 ALLOY =��`�''•.tOR?'� '��,1`, - 0:aR.cooOa.com m.rmcaQ.nutt—.m GRavwc N. E9— 05719 WALTER A.Tlutr Jr.P.E. - ¢®I6FAWI EIbATE FLORIDA L/0.B 44167 m Isau SXEEr T Of 17 Fclaxc F:e (J)ROWS OF 1rA9N neAAA.ae To G,I 1/4'0 HOLES To14A7mr jII� FA SPACED FDGB O0 IN BOTH Z-CUP EACH SIDE TABLE 1: SOURCES FOR©0 &©1 0 0 DIR£CRONS. r OF IWNDOW(SEE TABLE 1) OPTIONS SLAYS 0O SLAYS Du<1 ap TYP,'CAL PROPER!= STANDARD DA S(B�C glp IA7R4E KNUCKLE Q O Q KNUCKLE REFERENCE 1AYERML/SCIENCE PLASTIC N(1yP) 000 (1YP) 20 LLCAWWOLON JI03 LEXAN ILLI RESIN p O Q PHYSICAI Q0Q VIEWING SPEWIC GRAVITY ASTM D792 0.043 IS/In 0.043 min L p O WINDOW pQ0 m I � u[H.N AI• e"iRAT N1IlO'I TENSILE YIELD STRENGTH ASIM DM 9.400 p.sJ. 9.500 p.s.L FLEXURAL STRENGTH AT TIE7.D ASM D790 12,500 psi 13,400 p.sJ. FLEXURAL NODULUS ASM D790 340,000 p.s.L 345,00°p.s.i. (ruJ as SNAP-W END R,(PACT. C; 1.000" �2 CUP TOP/BOTTOM NOTCHED IZOD ASM D258 18 Fr-lei 17 FT-lb�O pp £, OF WINDOW FIRF BURNING CNA,CTFRISr1C9• O MAK. o� (SEE TABLE 7) SMOKE DENSITY ASM 02843 47.2 2 64.5 2 MAX R2_ zV N12 w RATE OF BURN OtG ASM D1135 C-1 CLASS C-1 CLASS 1 $$y- A SELF IGNITION ASDL D1929 1040'F 980 T hSLAT WINDOW 41�i1 / DOW THICK ASM G155 POLYSLAT WINDOW vmeHERINr-; U 2 U g TENSILE STRENGTH AFTER WEATHERING ASM D638 9302 ps.i. 8840 p-i. W WLNDO�,; TABLE )G 2 W2 MOTIFS, TENSILE STRESS BEFORE WEATHERING ASM°638 8461 p.s.i. 8880 psJ. 1.000, I -MAX. (2)W7NOOW3 MAY BE IN ONE SLAT SPACED N m N A MINIMUM OF 24-APART, WITH 12'MIN. FROM ENDS OF SLAT TOP&BOTTOM. m TABLE 2: SOURCES FOR - SLAT MUST NEVERLINSTALLED ATA14C£N7 FM,KWROV 70 EMEAPIECES®OR ,NOR AT CORNERS OF PRODUCT. ce _ Rp ALSlER TOL 0Q TYPICAL PROPERDES REFERENCE BLACK NYLON OP MA PRAT 00 LTlMOIDETAIL 2o5r9q/B O0 (EVATION) QPHYSICAL' SLAYS O SLAYSPECIFIC GRAVITY ASM 0792 0.042 ler' KNOCK pO KNUCKLE— E" yFrveul 0 � pq W00 INDOW TENSILE YIELD STRENGTH ASM D538 11,500 p.s.L 000 (J)ROWS OF N Y FLEXURAL STRENGTH AT YIELD ASM D790 15,000 ps.I. 000 Q 1/4-0 HOLES dA apeo" .sJ. �1YFLEXURAL MODULUSNO°ULUS ASTM D790 450,OD° EL SPACED � � 1E1PAQ: lruaaev.ppHp J/B-APART 1rNaa aulwx6 a n oro• QO60 NOTCHED IZOD ASM D256 0.6 Fr-16/iA TOQA�BT10•A � E9OEB�J p, THERMAL PROPERTIES DIRECTIONS. : aam- q]3p" COEFFICIENT OF THERMAL EXPANSION ASM 0696 3.5 a 10 In/ Lr•'F FIMIMABILIIY UL 94 V-2 21 Z_CLIP �2 SNAP—IN END CLIP MELTING 9PE,NRE ASM 0 3416 500'F NOTES,6E USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER URGE MISSILE. MAY INCLUDE PERFORATIONS AS PER THIS DETAIL. TYPICAL n SLAT WINDOW DETAILS -MAC(2)WWDO:YS MAY W ONE SLAT SPACED 1-1 W f 2p VIEW/NG WINDOW & X211 . 22 CLIPS MIN.14'APART(MAX.EVERYY 70 SLAIS). TYPICAL ALTERNATE PERFORATED AAA"" 1 SLAT WINDOW ELEVATION (SMALL MISSILE /MPI (LARGE MISSILE IMPAC T� ��C ENg�.''. = FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) No.44167 02017 TILTECO INC. BRAIN BY: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM /20/17 r1 IL E C O mr, FOLDING SHUTTER CORP. °'DATE TILUT TESTING h ENGINEERING COMPANY 7089 HENSTREEF PLACE „ K •v�1' Aµe.yy�s�.Kms , qy,,,4 p eppy R yT1m WEST PALM BEACH,FL 33413 �e /1 •... \� �i se.n.e�-m791-ASID. (]47y1n-1671 PH:IBOD-843-0371 17-082 V �ONAI_•E .• a:b1t. pa.<.m ....(ae.ro.hNtm.. m DRAWING No 00 •• J:�SFAL Tup VlALTER EH- 06719 A TIL1R Jr.P.E. Pou< /sRNA E/DATE FLORIDA Uc.0 44167 67176 a m ou< SHEET 3 OF 13 @) ®+ 13 1 A 4 2orO1Y/ 13 ,16OR 19 4 �1 w w N a z USE (2) AT 30' 1 5 • 0 2G • NOTES ON(C5 k LOCKING TUBES @ AT , OC. FOR PANS n X Up* TO 99' 0 1. TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED g w USE(3) AT 30.O.C. AT 30' O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER c FOR SPAN' LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT lT MAY BE v INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED Z�ENTERPIECES THAN 99- UP TO 144' ®OR SO. LOCATION OF @'SHALL BE AS SHOWN ON TYPICAL ELEVATION. w vwi Etaxj 2. (2) LOCKING TUBES B SHAL ALWAYS BE USED TOP & BOTTOM AT ,ter,N PRODUCTS CENTERPIECES 4 DR&S AT ALL INSTALLATIONS. LOCKING TUBES SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * �OR � 1 a (2 I H 1 T SEE LIMITATIONS FOR ON SHEET 2 I SEE ENO CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, FOR CONCRETE. CONCRETE BLOCK OR 6 r T, 7 + g .r O+ "16 W000 INSTALLATIONS. O+ +O , O O 9 10 9 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. 11op�(,R A• t/( �`'- SEE SECTIONS 1W & 2W ON SHEET 10. 11 aaQ� .•• •, ��� SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. A11 V` CE� SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. ••J S •'• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) A10.44167 02017 nLn:co INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RA'm BY:Y.L IL E C O�.c. FOLDING SHUTTER CORP. —0/17 �9O DATETILL&TESnNO A ENGINEERING COMPANY 7069 HEMSTREET PUCE a:s1 •JM se.sr.sm.YrtmrA cAawls,n 331se wEsr PAW 9FACH,n 33413 17-082 (]G1p11_tAlp. :E365p71-1111 PH:14100-643-0371 ONgLEN�O•'' c9:Nleco®coLean ....fcdnpahKu.rca DRAMING No Ell-0006719 _ WALTER A nWT Jr.P.E. '-P:CSE4L/A4MM11L1pE/GATE FLORIDA Uc.j 44167 1II SHELF 4 OF 13 POURED CONCRETE OR CONCRETE BLOCrc \ II OPTIONAL RAIN HOOD POURED CONCRETE / EXISTING NON STRUCTURAL WALL CWINE�IW!! / 0.060•THICK S.S. OPTIONAL RAW HOOD (NON-STRUCTURAL) REWIRED. TRIM(DECORATIVE HEAD) (SEE SHEET 13 HOLLER HOU9NG (NON-STRUCTURAL) iX (EYP.) .O 6 1.000' 2.500•MW. O ED. • ����/ �- ( NYLON � z CONNEMION� �ROi (SEE SHEET I3R OPTIONAL RAIN HOOD o(E �(NON-STRUCTURAL)0.85sYP 1IN T14 g10•3'S.S.SAS.w/ 0 1A14 1 30.373'LONG NYLON IU 3/16•ALUld.POP RNEIS,3/16'AWMBUSHING W/A 0.15°' CONT. POP RNEIS, 0 16'O.C.LONGTOPSECTION 0.50°• 0.1535.0.270' G IB'O.C. ' 'NAX) O.D.AND 0.245'i.d.AND :0.030' 1/4'o fTW BUWEX e 0.223'LONG BOTTOM ULTRAFAS IAPCON 17/ADVANCED SECTION 0.320'O.D.AND WEATHER I MIN.SEPARATION THREAD ORM TECHNOLOGY 1 1 0.245'Ld STRIPPING FA POURED CONCRETE TO GUS OR 1/{'0 ELCO (TYPJ SIDE(TYP.) OR CONCRETE BLOCNc (SEE SCNEOULE 1 or CONSTRUCTION PROWCR I 1/4'o,1'TEK 1 Or WALL REWIRED. ONS 13 CRETE-FLEX W/1 s/a• I SCREW OR 1/40-20•.1' 3/16'ALUM. N S.S.Ids YNM NUT 6 POP RVETS, T RIO ' V T MIL EMUEDME11T 0 6.O.C. I WASHER 0 4'O.C. O 18'O.C. / or T/ I ' V POURED CONCRETE I 1 g T OR CONCRETE BLOCK MIN.SEPARATION WALL REOUIREV I 1 ( T°SHEET 1 1 or W it SEE SCHEDULE ,,yy'�) J ON SHEET 13) T / I J •i •Z MIN.SEPARATION l ioi PoURED GLASS CONCRLlE (SEE SCHEDULE OR CONCRETE BLOCK 0i 1 ON SHEET 13) WALL REQUIRED. 1 1 or a� / i 1/4'0.1'TEK T (CfioN / I SCREW OR 1/412011• •i j B I SS.MS WITH NUT do 1 Y'/ASHER 0 4'O.C. s/ g10013' S.s.Ms.w/1/2-- 1/4•o mR BUIDEX 1'LONG NYLON BUSHINGS THREADFORM APCCN TTECHNOLOGY I � CONNECTION C1 (TIP.BOTTOM),AND 3/4' OR 1/4'o ELCO I v; (SEE SHEER 13) LONG(Typ.TOP),EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS 13 ROLLER HOUSWC(EYP.) SECTION 2 LAK"aE�DMEMWO fi O.C. I (2'x4'NAX.) WALL FACE MOUNTING INSTALLATION a6ANCHOR SPACING MON SECTION 1 v2—� SPACING O O O GROUTED BLOCK REQUIRED 1A0.. j 2,500 MIN. (MN.Ice 2 RGROUT) TE NTN. ED� EXISTWG NON STRUCTURAL PWfNEO CONCRETE WALL TRIM(DECORATIVE SILL) O O O 6 ANCHOR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FO 6 ,,,AA....,,, MOUNTING INSTALLATION 111,FNP��ER SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE ; A;��CEN MAX.A.S.D. DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK 3F '• FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) SCALE: N.T.S. O. 4167 ®20,7 TILlEtO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° �� NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE * + 07/20/17 °?'` FOLDING SHUTTER CORP. DATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) O� J( "' IN ANY WAY TO SUR ANY INSTALLATION. / "� /. 4`I 11 71LLT TESTING ft ENGINEERING COMPANY 7°68 HEY EACH. PLACE �-T�1 ....• r .' 4Ta1 x duti st.61a dDs.Y,fAL dAoOa.x]]161 YNFST PAW BRACH.R]1 17-082 V\ 6 ,(Ow>)ml-Ian. ,(m6P71-19I PH:1600-84]-8371 WtecoCaolcom _J05 wh A. .arn DRAWING Na t SEE LIMITATIONS FOR®ON SHEET 2 - _-OVAL E` WAL,ER A.TUIT P.E.SFILJSICNATURE/0A7E FLORIDA Le.g 41167 aO la-o,• mY66n1 v SHEET 5 OF 13 1/4"0 x 3/4'TEKS SCREW OR 1/4"x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK S.S. I I MIN. POURED CONCRETE OR ROLLER HOUSING MIN.SEPARATION SEPARATION CONCRETE BLOCK WALL •/ I TO CLASS TO GLASS �C4 I--(SEE SCHEDULE x (SEE SCHEDULE OPTIONAL RAW HOOD Sj 1 ON SHEET 13) / Or CE0. EQ. ( -SIRUCNML) I ON SHEEP 1J) / Or( 1 t a a 1' i010xJ'S.S.S.U.S.Y!/1/2"0 AL70MTE J/16"ALUM. ® ALTERNATE'7/16'ALUM. (Typ_ LONG NYLON BUSHINGS POP RIVETS O 5"O.C. ATR RIVETS O 5'O.C. ROP.TOP)AND 1'LONG ER AT REAR, • BOTTOM),EXCEPT AT ROLLER HOUSING(TYPJ I W ( NRO � I I na �j I n+� n5 v •3 0.855"9(TYPJ I n N g I 3 EO.EQ. 9 ALUM./ I D• 3/1610'O.C.BOTH SIDES ALUM.POP RIVETS O I n3 O 10'O.C.BOTH SIDES 1 2i•3 / 3/16"ALUM.POP X10 J"S.S.S.N.S.W/ 0. ORIENTATION 8 RIVETS O 18"O.C. x 0.373'LONG NYLAN OM.0.163'x BUSHING W/A 0.150' I / \-MW.]/4'PLYWOOD LANG TOP SECTION 0.500'I MIN.SEPARATION GLASS ON ULTRAFAB 30 $ REQUIRED PLYWOOD S 1/2'MIN. REQUIRED O.D.AND 0.2{5'I.d.AND WEATHER //4"0 TAPCONS OR 1/4'1HRU BOLT W/ 0.22J'LANG BOROM (ONESHEEf tJ) STRIPPING EA. 1 Or 'y CRETE- SECTION 0.320'O.D.AND SIDE(TYP.) t8 ANCHORS 6'O.C. n WASHER&NUT O 10"O.C. 0.245'Ld• w .g EACH SIDE (TT'P) T 'w 1/4'TKRU BOLT W/ 1/4'0 TAPCONS OR ' 1 WASHER&NUT O 5'O.C. POURED CONCRETE OR_� CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL or REQUIRED \\ 2'x4'OR 2'x5':1/8" POURED CONCRETE ORS 5'x3%1/8'6063-T6 CONI. ERNATE ALT3/16'ALUM'--\ LUM. 6063-T6 CONT.ALUM. CONCRETE EN BLACK WALL ALUM.ANGLE OR BT PLATE. POP RT&M AT REAL e 5'Q.C. t STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING i SECTION 5 L INSTALLATION SECTION 6 MAX.AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING- In ATING= +fi6.0, -66.0 PSF W 5 / n Y •znS Ci 9 3/1 fi'ALUM.POP RIVETS 0 '— MRL.SEPARATION • ✓ "! 10'O.C.BOTH SIDES TO GLASS � 0 0 (SEE SCHEDULE I ON SHEEP 13) ALTERNATE LEI; 1 or CONNECTION C �/ ALTERNATE LEG EO, Q. I / OWEtaTCOATIOM t � (SEE SHEET 13) &ANCHOR d %/�/✓%/�/�/r/.,� / ORIENTATION 1/4'0 x 3/4 TEKS SCREW 1V/ POURED CONCRETE OR 5/8'WASHER OR 1/4'x 3/4' CONCRETE BLOCK WALL BOLTS W/NUTS&5/8•WASHER 0 REQUIRED 4'O.C. •S m ., BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4 (SEE SHEEP 13) o M1 / E0. EO. 1/4'0 x 3/4'TEKS SCREW / OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLRED OCK WALL— j &5/8"WASHER O 6"O.C. INSTALLATIONS DETAILS INTO CONCRETE J.m & CONCRETE BLOCK UIL1Y MOUNTING INSTALLATION 1111 _ I:IMSCALE N.T.S. AA71 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) _• N0.44167 '; ®2017 TILTECO INC TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRAIN BY: NOTE FOR COMBINATION OF SECTIONS: * E.D. EDGE DISTANCE TALL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ^O' 07/10/t7 IN ANY WAY TO SUR ANY INSTALLATION. '�°: j L E C—0..c. FOLDING SHUTTER CORP. DATE --//�'(V 1 TILLR TESTING&ENGINEERING COMPANY 7089 HII6TREET PLACE . `s ., R;•'��, mss Nn.seu 51.sM 008 Nxca c.mo.s n ss,m WEST PAW BEACH.643 6 3]{13 17-082 t SEE IJMRAlI0N5 FOR ON SHEET 2 _ •• •\ ^-'••<rm!-+y9.r-:Cm1a0,-,m, w1:leo--as-e371 /O�QI•, \.11tlt EB6000�oe.can xrlObkgxxueen.eom ORAtlING No WALTER A"LUTJr.P.E. ortr �' oaE • P.E:SEAL•/S/GR9NiE/DATE FLORIDA LA0./T 44167 m/ae/n aw SHEET 6 0E 1.1 MIN.E.D. EO. Q. POURED CONCRETE CONEMM CB REWIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAW HOOD (NON-STRUCTURAL) (2)NYLON ? 810.3'S.S.S.M.S.W/1/2'o ROLLERS 0.855.0(TYP.) .3/4'LONG NYLON BUSHINGS (Typ.TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING CIYPJ BIO.3'S SI. W/ 0.37IqF 3'LONG NYLON 3/16ALUM. BUSHING W/A 0.150' i ? POP RIVETS, I LONG TOP SECTION 03011' j ` 0 18'O.0 O.D.AND 0.245•i.e.AND F CONT.0.1631O.27D'.O.OJG' 0.223'LONG BOTTOM E ULTRAFAB WEATHER 1 SECTION 0.320'O.D.AND I STRIPPING FA SIDE OYP.) 0245'i.e. or W MIN.SEPAM110N 1 Of I ®t TO GLASS y (SEE SCHEDULE MIN. S&ARATION / ON SHEET 13) 1 �i To GLASS Iw (SEE SCHEDULE or ON SHEET 13) MIN.SEPARATION `l7 1/4'0 a 1'TEK SCREW OR TO GLASS 1/40 20".1"S.S.MS WITH j�(SEE SCHEDULE I 0 OPTIONAL��RGU� _ f NUT&WASHER 0 4'O.C. I ON SHEET 13) i 1 or ALTERNATE 3/16'ALUM. 7 T POP RNETS 0 5'O.C. I OPTIONAL 11 GUARD AT REAR. I (NON-STRUCTURAL) In c I Q ALTERNATE 3/16'ALUM. g ;0 9 L-.OAN W M0 ng i�3 AT O 5'O.C. s E m_ 3/18'AWN.POP RIVETS ANCHOR �•I� C EE SHEET L7 ^ 9 0 t0'O.C.80TH SIDES \\` (SEE SHEET 1!) 3/16'ALUM.POP RIVETS r10'EDGE OF O.C.BOTH SIDES EO. EO. APP IIJCABLE SLAB OF I POURED CONCRETE7 CONXECDON cs APPLICABLE REWIRED (SEE SHEET 13) EO. E0. POURED CONCRETE POURED CONCRETE � REQUIRED. •NW.ED. POUREDEOUIRE �•M1N.ED. •MW.E.D. (SECONE SHEET Ib •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE .DL'aCr,- SCALE: N.T.S. 11t11'� ���✓,p•'. FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) NOTE FOR COMBINATION OF SECTIONS: * No.44167 ••: 02017 TulErn INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° N�` ED. a EDGE DISTANCE ` - U.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) I r FOLDING SHUTTER CORP. °" IN ANY WAY TO SUR ANY INSTALLATION. ST I IL E C O INC. � 017E47E �e •': 7 S TIWT TFSTIN.&ENOINEERINO COMPANY 7089 HENSTFWM RALE ••�Q \ 1 m..Re.IT'' Stw 3", GRA C rt 111" WEST PAW BFACH,it]3413 1 SEE LIMITATIONS FOR ON SHEET 2 t n^^•`a mo!_=Tm`t>"NT`�1s11 PH:1800-643-6171 1 7-082 (��t �'ty� 1 L•Dlt•eoOaN.wm r.+.lolQirv�MuBuf.cam DRAWING No ® �"L7��LI EB-0006719 1tlf16 1 WALTER A TLUT Jr.P.E ��p,Ey�,FALJSIDNATURE/OATE FLORIDA Uc.®44167 m 1sa1. myyn Im SHEET 7 OF 13 POURED CONCFRIE OR cRouTm CONCRETE B.Ooo•I/AN. BLOM WALL REaURm (SEE SCKDUU0 IL TUBE PFA SCELWLE(2)FOWB W 1/•Y TAPCONS �( XAxCICRs Ott.)(SEE SCHEDUlp � TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM)(6)1/•'•3/••TM SCREW ---02.O.C.LONGIRN:xN1Y. C 0 0 - / ------0 0 0 J ALLOWABLE TUB REO'D ANGLE NUMBER OF ANCHORS SAN I=PER.'CImOIE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE +? Baw-T6!ua` -3-0-0 0 o SIZE P SpgN� TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM mi mPJ _I^-40.3/r TIX SCREW•6.O.C. +/2•m. TUBE TUBE TUBE / yy 3.r or 3•.r v L Yxa•� or 313•or 60" 106.0' 13 8 3 i21T/a1 mom '.111/•1 Lot= rj 6063-ia Aum.M= 6063-76 ALUIL ANGLE y+ 2"x4"x 1/8" 96" 85.0" 17 10 (SEE 5CNEDUlA) ¢SCNEDIAE) GAN E '� 144" 69.0' 13 8 80' 117.0' 17 10 312.0/4�IEMSIM or SOM-TB ALUM.ARGUE °f 1 a 1n. 2"x4"x1/4" 96' 110.0" 21 12 (SEE S�Lq O T W EO.CWP.) 144" 91.0" 21 12 WAR TIRE 80' 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION T 2"4"0/8" 96" 100.0" 21 12 SECTION X144" 81.0" 17 10 EGNL•KTS. sPNI TUBE '�'/2-mam. 80" 124.0" 21 72 1/1•TWP• 2"x6"xt/8" 96' 114.0' 21 112 lab 744" 93.0" 27 112 7w.r or 313•or ]IC VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE �ru•e/.•.LD+cnH 3•.a•..3•a•cr 1 6063-16'LU .WGLE i �T ••+/r• +N SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN (SEB scNmuLE) mm-ra U.Aw2E SHOWN ON TABLE 1. (MIS 1 Y Y � TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) + I TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS 1/4*! BY a`/r TEx ssaox o o O o O SIZE PRODUCT SPAN LENGTH EA. END PER END OF TUBE _----- ----- SPAN \ �••or 3-v or \ SPAN LOBE PER SCHEDU E - ------- ---------- ' 3•i-m A !ENGIN Boas-T6 uLar � �� msT-T6 ALud.AWE 60" 76.0" 13 72 (S¢sFHmUL0 (6)1H'.3H'TICKS SCREW 2'x4'x1/8" 96" 60.0' 17 15 8000• AT E1AY. 2.OL LGNGIfLO1YLLY. •FQt.SPACdHG A'AN LOBE PEA SCHEDULE SEE sawLE) eETW POURED CONCRETE EEN ANCHORS DIPJ 144" 48.0' 13 12 OR CONCRETE (2)BOAS OF 1/4•1 TAPCONS BLOCK WALL REOUIRED ORS DV.)(s¢SCHEDULE) TYPICAL ELEVATION (TUBE AT BOTTOM) 80" 87.0" 21 18 2x4"x1 4" SPAN TUBE MOUNTING INSTALLATION sFAlc n1g /' 96" 79.0" 27 78 SECTION Y 144' (6)1/1•a 3/••17X5 SCREW "^'•r.xTs a+/1•EA SPAN TUBE LID, 65.0' 21 18 AT 2.D.C.LONGTIUCtYLLr. Y.•".J1]•or=.1//• fT''°.7PFHIIc R 1/2•M. 80" 77.0" 17 15 LENGTH 6087-T6 AulLL ANGLE S¢SCNmIAE) (J)RDAs OF 1/r° ( 2'x5"x1/8" 96" 70.0" 21 18 TvQDNS $ or (M.)(SEE SCHEDULE) � 144" 57.0" 17 15 80' 88.0" 21 18 L4T e I 2"x6'xl/8" 96" 81.0• 21 18 Z / Z i o. 144" 66.0" 21 18 0 0 0 1 0 0 0 INSTALLATIONS DETAILS W1 SPAN TUBE INTO POURED CONCRETE '/•°•3/•''F' 3�. OR GROUTED CONCRETE BLOCK WALL 6.007 ILUL ' •6'OC. (s¢sCm11lF) O O --------------O O ` SCALE:N.T.S. SPAN N8E FFA SCNmUIE E PFR SCNmLRE maT-Ta ALLOr O O O / O O O /STN�iD1}y JJ MAX.AS.D.DESIGN PRESSURE RATING m 172.0 PSF tFR z A. r awLaofis-Ta a s�1 .�5 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) •I or'"A (SEE S axxz) , ®207]797EC0 INC. SST ���7TTT..iiiLLrrr ND,44167 : TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DR."BY.. *: 070/ 17 POURED FOLDING SHUER CORP. TE ALIL ECO BLOCK WALL ]'.a'o.313•er SR1+/r 0 '•, �•R TIL1R TESTING&ENGINEERING COMPANY 7069 HEMSTREET'PUCE IENGM ma3-TIT AWtL ANGLE /N• V 1+' Wa NAV.3aU.(i.aLL 306. C09Cn;T.}]166 WEST PAW BECH.FL 33413 1 7-082 (c)1•••3/4'TEIs SaEw TYPICAL ELEVATION (TUBE AT MIDHEIGHT) E�(3.,AHI Q;:'`4G. +temmn+-+m°. tzamT+-+sT+ PH:1800-SQ-6371 AT 2/OD.IONCNp0N11Y. (S¢Ea[eULEI + '-56317 •.....• \\+Lt' - n:Blleeo0a+d.eom -.Fd rn*.l1vacam DRAWING No SPAN TUBE MOUNTING INSTALLATION V .T 1 SEE LIMITATIONS FOR ON SHEET 2 -/ '' WALTER A�.Ur Jr.P.E.P SECTIO -P.E.$,- I CIWTUPE/DATE FLORIDA Lie.B fai67 mptyn sn ou0 SNECf 9 DF 13 1/4'9 X 1 3/4' Mw.EA. TAPCONS/CRETE-REx y (SEE SH �EWSONO OLASS y/� ANCHORS O le•O.C. 1J) YY/ E%LSfWG STRUCTURE YIN.ED. fxunNc (sEE s.7se'(TYP SHEET 13) E76n7M, 1 —— J S,RUCIURE _ STFe1CRIRE 3/so TIwE,GEO N �� 3/16'POP RIVETS OR 0 CENTERPIECE fOR°I � 1/4'a 1 J/a' 1 '�18 O.C./` TExsm 1 ravcoNs/cRES. C ANc11oRs m 1e•D.e. 15 1 1 /I6 PDP TINE,\ 3 1 or t or 1�t or 1�t OR 1/413/4' ms o,e•D.a ` WALL FACE or 1A t dE END CONDITION 18 90.0' 902 .0' 3 90.0• 90.0' 8 4 SH WN 1*6 /4"TO4°— ,9•O.C. i DETERS INnOOR ORU5 —� OR DXf6ROR) EXTERIOR (am N01E 1) RO(xJou° O..0 P)Ap OeR 3U0P-D.C.90 ul vMicR UE70SPM ' U(J),SAO JO' / C.0 h(3) 5 O]O• O.C.TO M:DSRW UP 1 HORIZONTAL SECTION 20 °,0°4;'(S3PAN�6� ro,4.•REW SPAN TAUM 1 a / \ HORRONTAL SECTION SCRel1 MAY BE INSTAYID (�E%fER� ,BE NTERIOn OR wETGEWOR) (tEVEfS NTEJ90R I r�Iib'PoP IVERS INTERIOR OR EXTEWLZD ) OR IXIBeOR) /4'a , *NAY VAR{AT LAST SLAT AT TRAPPED INSTAUATIONS \ ,..�OR n s7s�aum nNc1E ,]4 a 84:0 .C. / `J `WIVI 4 OR(5� I TAPCON/CRETE-FLEX WN 1 SEE UM(rATDN9S FOR tO ON SHEET 2 AN a 18.0.a TO SHO TAPCON/CRETE-FLEX_ SHO \ 3 / EX6TNG STRUCTURE ANCHORERSTINGIS'0C TO ME Ex+SnuG STRUCTURE BUILD—OUT ,n• x"�1,/6 coNr. WN. sow-Ts Aum u+cLE END CONDITION ED. ED. N J/,6•PDP 3/4' '/,/4•X 3/4•TExs OR E%ISTNG sTRucnlRE END LOCK ANGLE 1/4 y4 B.C. w/ END LOCK ANGLE NUTS O 12.O.C. NOTE 1 HORQONTAL SECIION NORRONTAL SECTION Y+�x'X 1/8.6063-T6 1/4'a 3µ•TEX ONE LOCKING TUBE, PART yQ�� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR coNT.ALuuww BExr u;cDa� scREw3 ATTACKED a ro apt (y5� (x) s m 30-B.a m cENrwP pcE a s ac. INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE �. A w05QAoR u�ro ae'—� SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. SPAN @(3)p3)a M. 0.357'x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE X8)AND SECURED D.c.m MmSP FDR UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH SCBE MAY SPAN �� A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTEMR OR E%TER OR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR ALUMINUM LOCKING TUBE (08 , A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE N0111 1 B SHO5 (1)PIECE, 1.375' LONG, WITH A 0.366"x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @8 . THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVERS N7EROR RI'R DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soG SOLID THERMOPLASTIC TP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR lam) (auExTERIcRj R WVL��V SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL NOR20NIAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) do 02017 7ILTECO INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRANK Br END INSTALLATION DETAILS INTO CONCRETE, 44 07/x0/17 CONCRETE BLOCK & WOOD (AS APPLICABLE) 1IL E C O.No. FOLDING SHUTTER CORP. `; •'. 1llJJT 7ESTINO c ENGINEERING COMPANY WEST PALM 8F/�PLACE FZ 17{13 w� a,a na un st.3a4 303 vrmrw mmm n 371a H. 17-082 O••,IL• "•�,1. w,:gym 1_la». ,(]WxMI-ITR, Pit 1BOD-843-w71 ' eoRioP:a� _ R:t=.C.OLeom . f hdinPmAt O.w,l DRAWING No ,i EB-0006719 _ WALTER A.TILUT Jr.P.E. 91a ••.g" ........... /Q((E FLORIDA UC.1 44167n/so/n i� SKEET 9 OF 13 P •2'A 1/6- _- (•-^BUBO-OUt NOUIR OPER SECTION 4.SKEET 6 A A (2)3/16'POP RIKETS. .:. 2••2'A 1/a' EACH TEG OF 2'r 2' ANGLE LEG NAY PACE ALIINIRlNJ ANGLE j j AN AVAT SMOxM) R m / OPEN0IG.CO.NREOIARED ST .. 1 19 I aULD-DLR Nr—. PER SECTION 4,SHEET 6 (2)3/16"POP RIVETS, EACH LEG OF 2'A2' ANGLE EXTERIOREAD ELEVATION AND'SILL AND BO H SiDEs PLAN VIEW A—A ALTERNATE WALL OF PRODUCT MOUNT FOR ONE OR ODTH ANGLES r" 'ie 0 w OPTIONAL SIDE ANGLE ?i (FOR SECTION 4.SHEET 6) (2)J 1/4"0 A 3/4" 1�,,, ^.i , 1fx••, 1/2 1 0•-2- TE1ts OR 3118•POP (((((�����iLLW ALUNWu1i ANGLES Top k RNE76 PER AN°ITUB BOTTOM OR TO WALL(x pEOUOiEd) t27 1fY 4 TAPCOH/�. CASTE FTE%ANCHORS EA ANGLE TO SIAD 8 Q 1/4'6 a 1 3/4' UrGOMSICRE'fE-FLEX EN .`� D PIECES NAY OE MT ANCRORS 0 16.O.C. p END OR L ENO ,ryyPl ,9" 3/ta•POP RNL ON EXISTING STRUCTURE1` r Op 8 12' C TEKS O C.. O � 5 ' • ' 3 v2•1pNt _ �Ga. CORNER POST EDGE OF CONCRETE ISOMETRIG SLAB 1 9 END ORPIECES MAY SE FLIT (TTP.AT TOP AND BOTTOM 5VBS) n END IXi t ENO G TRAPPED END 9Q8NEL2QST CONDITION Wf FLAT END "CRIMINAL SECTION \�L• FLORIDA BUILDING CODE (Nigh & Non Nigh Velocity Hurrkane Zone) i;w. ') 020170LTECOIt.C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN 9f, END INSTALLATION DETAILS INTO CONCRETES 07,20/„ PLACE CONCRETE BLOCK & WOOD (AS APPLICABLE . . a J , I�E C O�M�. FOLDING SHUT[ER CORP. DATE 'N✓' ,(," ./y./(�y TIWT TESTINo k EN6INEERIHG COMPANY yW p BEACN�TLL 3013 O.`•.' �I(t,_` / ....N. Avs.s.asvRauceAGrFRxtt6e 17-0$2 L Rw s(ios)DTt-taro.Te.x LTI4}Rt-tilt sOffi4 d43-6}71 DRAttNG N. ft.'.-•.• _::-•'� 6-moa:4Ilec60aci.com ostwNT:n.com /(l M1I 1._ "'• WALTEH�A°n°LUTIJT.P.E. mcmu+ wrz menta. - P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 qtr 601zAtA m/mriT m SHEET 4A OF t3 i `I WALL iW6H / I OPTIONAL RAIN HOOD \ (NON—STRUCTURAL) WALL FINISH 5j �0.060;THICK Ss. 010.3 Ss.S.M.S.w/1/2.0.3/4' F ROLUMOUSO(C LONG NYLON BUSHINGS(Typ.TOP) CON1=1 01H C2 \ aAT OLLERHOUSING(TYP)),ExctPr A o.OBO'THICK ss.ROLLER HOUSING OPTIONAL_ �t \ D (2)NYLON Y O my �� \ (NON—STRUCTURAL) 1 0.855'0(TYP.) / \ s Y.4'COM.WOOD 1 3 16'ALUM.POP HEADER RE0'o. 010:3'S.S.s MLO w/ RNETS,0 18.O.C. 0.373•LONA NYLON COM. BUSHING Y//A 0.150' CONNECTION N C1 LONG TOP SECTION 0.500• 0.I637.0270' � \ O.D.AND 0.245•Ld.AND .0.030' e 0.223'LONG BOTTOM U�ER / or SECUON 0.320'OD.AND STRIPPING EA 0.245'Ld. SIDE t ? / 3/1NEI 8•ALUM.POP E O 41 6 �w RIVETS,0 16'O.C. U / ^z _g 2.4•coM.WOOD- TO1 Mw.SEPARATION 6 MIN.SEPARATIONTO Duns HEADER NEO'D. (SEE SHEET 1 ) 1 Or (SFJ_SCHEDULE 1 Of 1� ON SHEET 13) t ON SHEET 13) ®t w 2'.4'COM. PLATE REO'D.� 1 Ilia / WALL FACE MOUNTING INSTALLATION WSECTION 2W (TOP) i117 . ` GABON C1 WALL RRISH WALL FACE MOUNTING INSTALLATION SECTION tW INSTALLATIONS DETAILS INTO WOOD ,L1'r,ER A. 7l(1j-� 11fI� CE • ✓ . FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) I SEE LLMITATIOINS FOR®ON SHEET 2ATOI ar. 02017 TILTECO INC. • 1110.44187 •. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRNJ_ NOTES: 1Y NOTE FOR COMBINATION OF SECTIONS: _ 07/20/t7 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO -0': IL E CO.... FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1— MOUNTING SECTIONS CAN BE COMBINED ` TIWT 7ESTINO tY ENGINEERING COMPANY 7089 NEILSrREEr PUCE IN ANY WAY TO SUR ANY INSTALLATION. p• (. WEST PALM BEACH.FL 33413 17—082 'O��'. ORI I•�V BA!xp .]M!4 614]OS.1Gx'a WNQQ R lTlb ,1 ,e�m)erl-Im.r...(J6l)vl-t�]I m:1800-813-0.771 NteeoCcol.com ./aldlnq.Sutivswm DRANIG No •• �.1 EB-0008719 _ • •� WALTER A 71LLJT Jr.P.E. on .E S lan3ie/omE FLORIDA Ua 0 u16T Pn u-m. c1AN.r m SHEET 10 Of 13 1/4'a x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 1 4• UI(ID. DOMING WOOD SCAM OF DUSTING WOOD BE ADEQUACY OF TI IED B WOOD BEAM TO BE GERMED BY REGISTERED ' `t ENGINEER OR ARCHITECT PFIOR / —WALL FINISH 0.060'THICK S.S. i SEE LIMRATIONS FOR ON SHEET 2 To PRo°ucr wsrauanoH. ROLLER HOUSEIC �' E -E 214'C01rr. CONNECTION C4 i r WOOD HEADER�� Ij OPTIONAL RAIN HOOD REO'D. EQ. EO. (NON-STRUCTURAL) NOTE FOR COMBINATION OF SECTIONS: 8 /1°x3'S.S.S.M.S.W/1/2.0 xJ/4' 1- MOUNTING SECTIONS CAN BE COMBINED CONNMRDN C5— LONG 5 IN ANY WAY TO SUR ANY INSiALLAT1ON. h 3 ANO°1N'LONG RN.'0--),'Ex)cEPr 1 I AT ROLLER HOUSING(TYP.) NOTES. / / // _may/ OPTIONAL PAIR 1100iL_ 0 (2)NYLON ^ 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO /OPTIONAL -S - ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL d _ 11,,.855'0(TYPT Ir e :- ----i-� ii I,`-trill I " old POPB'Po . @10 x 3'S.S.SM.S.W/OA73'LONG NYLON OHMI __ _J L-_'• - BUSHING W/A 0.150'LONG TOP SECTION ALTERNATE LEG O 1B'O.C. I J/18'ALULd. LOCATION CONT. 0.500'OD.AND 0.245'I.&AND 0.223'LONG(SEE NOTE•) 0.163'x0.270• BOTTOM SECTION 0.320'OD.PND 0.245'I..ULTRWFABWE �•) UK SEPARATION STRIPPING EATO CLASS�') 1 O! ig Y o (SEE SCHEDULE /'� , ON SHEET 13) I W �., MIN.5EP\ARA/nON I I Or Q/��T TD GLASS I I 711 � IMW.SEPARATION To GLASS I (SEE SCHEDULE (SEE SCHEDULE I ON SHET:7 13) �T!,ON SHEET 13) Gr 1 R:�tALTERNATE 3/16'AWALTERNATE LEG WOr T POP RIVEfS O 5'O.C. - LOCATION OPTIONALTERNATE EGAT REAR. 1 fps (SEE NOTEV (Non-LLE NOTE•) III iIrII ALTERNATE 3/16- 1113 SIR II ' POP RIYETS O 5' _ .19 , I I AT REAR. 2'x4'CONT.i E___ ___1_____r_.� II • vt9 + I 0 'af WOOD PONT 11 I II REO'D., I I I I n 9 -------------- v 1, \ ____ ____ ,^0 i 3/16'ALUM.POP RIVETS / III n 19 N 'I O 10'O.C.BOTH SIDES ' 3/16•ALUM.POP RIVETS I EQ. I E0. L_ O 10'O.C.BOTH SIDES w i 111I ` o I 8 EO EQ. 6 11 1 C I DECK REOUIRED2x6'MIN. ° O 2•x4•CONI. 'd I 1 (NO FINISH[ALLOWED) WOOD PLATE 4 1/4•P x 3/a•TEKS SCREW 1/4'0 x 3/4'TEKS SCflEWI l I OR 1/4'x 3/4'BOLTS W/NUTS W/5/6'WASHER OR REO'D. �� "I '1IL 1 &5/8'WASHER O 6.O.C. COIQIECIION Lc 3/4BOLTS W/NUTS& 1 COMM N 04 5/8'YUSHER O 4'O.C. 11 q ' 1 2'MIN.ED, 2'MIN.E.D. ODNlF.OIION p �1 1, 1. '�1'I� .I � WALL FlN6H \\—Y•e,1 FINISH ` BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW1I1Q3'dV0M) SECTION 7W !T4/ FLORIDA BUILDING CODE (High.& Non High Velocity Hurricane Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 0201 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWlar, INSTALLATIONS DETAILS INTO WOOD o.4dis7 ' '' IL E C O Two. FOLDING SHUTTER CORP. 07/20/17ATE SCALE N.T.S. -d O/ ToeB HOLSTREEr PUCE �� ' TIIL7 TESTI NO&ENGINEERING COMPANY �'a4 ers d4N 5r da!YAexA OuaDa n w44 WEST PALM BEACH,FL 33413 i'1L�)eT,-,m, PK.1600-ea3-6371 17-082 /t''' 0 1 ,L a-m d:C.taco0aol.com �.fol6lpxhullen.mm DRAWING No �s ••• �\At EB-°006718 WALTER A P.1- • '/GATE FLORIDA JrUe.8 N1B7 ou:om xn SHEET If OF 13 r j MIN.SEPARATION I I 1 TO GLASS MIN.SEPARATION (SEE SCHEDULE TO GLASS Or®)f "' ON SHEET 13) - T (SEE SCHEDULE v ON SHEEP 13) �H Or OPTIONAL RAIN GUARD (NON-STRUCTURAL) I/4'0 x 1'TEK I Y ALTERNATE 3/16•ALUM' �. . SCREW OR 1/40-20'x1• POP RNETS O 5'O.C. S.S.MS WITH NUT& AT REAR. rJ WASHER O 4'O.C. n a 3/16•ALUM.POP RNLIS 15 n a O 10'0.C.BOTH SIDES EDGE OF SLAB -- IF APPLICABLE _ EDGE OF STAB ALTERNATE TEG& r'Oi. WID1E[:IION C7 IF APPLICABLE ANCHOR LOCATION - (SEE NOTE•)---� r1 1 6� CONNECTION- \\l 2.6 MIN.7'10°0 _ DECK REQUIRED - (NO FINISH ALLOWED) EDGE IOF F SLAB B EDGE OF Y LBN.ED. APPLICABLE SLAB IF 2'GIN.E.D. E0. ���� f SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.ED. 1-MIN.E.D. NOTE FOR COMBINATON OF SECTIONS: ' 2'x6' IN. W000 DECK REOuuTED I- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION Pa;E o"°°°1 (S�ED LE SECTION 7AW (BOTTOM) NOTES: ON SHEET t3) T- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3) 2 1/- LAG D--- 2' 2- SEE SECTIONS 8W & 14W FOR MAX.A.S.D. DESIGN or �I f 6 SCREWS W/2 1/7'YIN. MIN.ED PRESSURE u / I I t^ PENETRATION AT MIDWIDTH I PRESSURE RATING& SPANS \ I 1"x 4'w 1/B' (2�OF RAFTER/TRUSSES I 6063-T6 CONT. o �� ALUMINUM TUBE t 1. 1/4'x4'(6063-T6)FLATS EXISTING 2X WOOD 1 . 1I iI I 1 PLATE W/1/4.0 1'TEX / TRUSSES OR RAFTER 2•x4'MIN.WOOD TJ I I a SCREWS O 6'O.C.IN•�- AT 24.O.C.MAX. STUDS O 16.O.C. i �� IE EN TRUSSES OR 00 500' /I I 1/B•x4'(606_3-T6JFlAi PLATE W/I/40 I'7IX .... (2)1/4'0 TAPCON OR 1/4'0 CRETE-FLEX SCREWS E 4.O.C.IN ANCHORS OR B14 NDS LY000 SCREWS OR 1/4'0 BETWEEN TRUSSES NDS LAG SCREWS AT IAIOWIDTH OF PDL STUD 2 1/2•Min.THREADED PENETRATION INTO W000 IL ' { TEX1 2)NriON 1/4•MAX.PLYWOOD EXISTING SOFFIT STUD I SCREW w R 1/4'-20 /'- V SCREY/OR 7/4-2°:3/4' SS.BOLTS W/NUTS& 0.8550' (IW.) I• '— BNVL°oxr3a P,S. S.M..rl 702.0X3/1'LONG `�, I l WASHER Q s•D.C. 1 o �t/4'o.3/4•TEX B10 x 3'S.S.S.M.S.W/ I 8 a �m)BOTTOM),EXCEPT AT ROLLER HOUSING o SCREW O 6'O.C. BUSHING SS,.S S5o' I I MOUNT TO WOOD STUDS MOUNTING INSTALLATION LONG TDP SECTION D.50D- CONT, INSTALLATIONS DET�A�fMf� ,r_ SECTION 14W (BOTTOM) ON AND SECTION 0.245'i.d.AND - CONT,w0.270' ` X 0.223'LONG BOTTOM MIN.SEPARATION .0.030' INTO WOO �• r. MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECRON 0.320'O.D.AND 70 GLASS WEATHER T c 00.3 T.O. � �..•,......•• •. (SEE SCHEDULE STRIPPING EA I SCALE N.T.S. ''1 CjENs •- FLORIDA BUILD114G CODE (High & Non High Velocity Hurricane Zone) (TYP.) ON SHEET 13) I 90E(TYP.) or a f _ ®Ton 711TECA we DRAA71 BY: No.44167 •1, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. r FOLDING SHUTTER CORP. °' ATE HEADER TO TRUSS MOUNTING INSTALLATION o'• a� SECTION 8W (TOPS �D,r;'• Ev;1 TIW7 TES71N0&ENGINEERING COMPANY 7099 1RLSTREET PLACE 17-G82 .' 0]G]Kms.3M.A.Sb.]C7.WROTaA c%ROmi rt]314] WEST PAW BEACH,iL]]41] 11L' iron.:(a])ait-t]]0.w.t(xspn-t9t R7:1600-643-0.771 t1 •-m II:tllltte00atl.e0m Ttldlrllphuft m-m DRAWING No MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60EB WALTER �°LLIT1 .0 PSF A Ur.P.E. romtxe oMa -P.• IGNAIIIRE/DATE FLORIDA U.f NI67 OD ts-0u WM/n m SHEET 12 OF 13 MAXIMUM WIND PRESSURE (p.s.f.l CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE nro MA"IM""suis . , sPwvs A uAX. �, CONCRETE CONCRETE BLOCK STEEL WOOD PRESSURE11111 110GAINe �P" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR (+/-1 SURE PARE &sorra CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L+) (L-1 TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib/ft A B C A C E A C F A B C A C 60.0" 60' 88 Ib ft Ci 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT y 417 LB/FT B $88 C FT - 134 LB FT 35 psf 100.0' 100" las Ib tt 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 144" 144" 210 Ib it _ 461 LB/Fr - 41 - 202 LB FT 12 387 LB FT 334 LB Fr 166 LB FT 142 LB FT 271 LB FT 347 lB FF 60.0' 60' 100 Ib/ft C2 9 456 LB/FT - 362 LB/FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf100.0" 100" 167 Ib ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144 144" 240 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 60.0" 60.0" 115 Ib ft / - T - 419 LB/FT 285 LB/FT 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB FT 329 LB/FT 6 502 LB/F 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/Fi 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT FT - 202 LB/FT a6 psf 97.0' 97.0' 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/Fi C3 6 469 LB/FT - 375 LB/FT 115.0" 115.0 221 Ib/tt 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LEI/FT 393 LB/FT 760 LB/FT - FT - 304 LB/FT 144" 144" C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - =LB/Fr - 134 LB/FT 60.0" 60.0" 125 Ib/ft89.0' 89.0" 187 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Ff C4 561 LB/FT - - 202 LB/FT - - 50 psf 100.0" 100.0" 20B Ib/ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT 682 LB/FT 364 LB/FT 120.0" 120.0" 25D Ib ft C5 6 421 LB/FT - 334 LB/Fi 122 LB/Fi 125 LB/FT 214 LB/FT 155 LB/Fi 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144' 140" 300 Ib ft 3 843 LB/FT - 570 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0' 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/Fi 3 681 LB/FT - 670 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' 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0' 275 Ib fl3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 134" 330 Ib ft 4 269 LB/FT 301 LB/FT 183 UB/Fr - - 114 IB/FT 153 LB/FT - - 60.0' 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/F7 183 LB/FT 80.0' 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0" 250 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0' 288 Ib ft C8 _ _ C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 8 736 LB/FT 894 LB/FT 614 LB/FT 397 LB 252 LB/Fi 131" 128' 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FTI 336 LB/FT 6 777 LB/Fi 921 LB/FT 819 LB/FT - 59.0" 59.0" 160 Ib ft 65 psf 92.0" 92.0' 249 Ib/ft 100.0" 100.0' 271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE 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 70 psf 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL ... 121' 118` 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE O 59.0" 59.0" 167 Ib ft ZONE 1,2.3 ZONE 4 A 1/4'0 TAPCON W/ ADVANCED 3.50" 2.50" 9 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 Ib ft AS LESS g 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" NIA N/A 3.00" 3.00" N/A N/A 90 psf 107' 104" 424 Ib ft >5'-10" 2 5/8" + 1" 2 3/4"•f 100 psf 101' 99' 447 Ib ft TO 8'-3' C 1/4' 0 CRETE-FLEX 3.00' 3.00" 9 N/A 3.00" 3.00" N/A N/A 110 psf 94" 90' 1 468 Ib ft 120 psf 87" 82" 1 484 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'-0" 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74' 70" 48a Ib rc #14 NDS WOOD SCREWS OR 1 /Ai;ia»<• F N/A N/A 0 N/A N/A N/A 2.00 N/A 150 psf 69" fib' 483 Ib ft 1f ,_ 1/4- NOS LAG SCREWS 160 psf 65" 62" 483 Ib ft AAS DEFINED BY ASTM E-1996 STANDARD. ;I ok p,T. ANOTES, + EXCEPT THAT 3 5/8' SHALL BE USED •• T' FLORIDA BUILDING CODE (High do Non High Velocity Hu 'cone Zone) T' - 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAA'N By' L+:MAXIMUMALLOV/ABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, •F•'•:"- _ ILL GIVEN POSITIVE 0.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. O7nQ/t7 RATING. 1L ECOINC. DATE FINAL MAXIMUM ALLOVUBLE PRODUCE SPAN IS L .o•} •r�tfE/ ROET PLACE PWT TESTING k ENGINEERING COMPANY WEST P�BACH FL 3313 EQUAL TO THE ALLO•161 DETERMINED PRODUCT •,•• `sC'�y1.f� \• �++Nw.aun.a sl..w�xrmrA vAaoq n a�tee 1]-D$2 SPAN BEZYIEEN IMI AND'L-'. 0 P P"p1':1 1°11-R�0.r., <]DlJGT1-1m1 PW fe0o-a4s-G771 '. a-mdl:Wlecd9ad.cam wrr./dAUlgtAullvamm DRANINC No /T'••.<ORIO Ct Ei-0006719 _ t •• � WALTER A TILUT Jr.PP.E.��E4 tyme�,O�TE FlOPoDA U�0"167 1m u-m. oRgn/n1 1 SHEET 13 OF 13