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HomeMy WebLinkAboutProduct Approvals IIIIIii ASCE 7-10 Design Wind Loads Wind speed v= 160 mph Exposure'D' Easy Sea Ls ;! For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easyseals.com se "''• Wind Pressures[psf]For use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg ccpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least TribuEAPA4wa4t least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft . 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 one 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Corner 60'to: + + + + - + - + - + - + - + - + - + - + - + - + - + - + - 61 ft +47.5,-47.5 +47.5 -87.0 +47.5-47.5 +47.5-87.0 +47.5-47.5 +47.5-87.0 +46.5-46.9 +46.5 -94.6 +45.8-46.4 +45.8-82.6 +45.2-45.9 +45.2-80.9 +44.6-45.6 +44.6-79.4 +43.7-45.0 +43.7-77.0 65 ft +48.0-48.0 +48.0-88.0 +48.0-48.0 +48.0-88.0 +48.0-48.0 +48.0-88.0 +47.1-47.4 +47.1-85.5 +46.3-46.9 +46.3 -83.5 +45.7-46.4 +45.7-81.8 +45.1-46.1 +45.1-80.3 +44.2 -45.5 +44.2 -77.9 70ft +48.6-48.6 +48.6-89.1 +48.6-48.6 +48.6'-89.1 +48.6 -48.6 +48.6-89.1 +47.7-48.0 +47.7-86.6 +46.9 -47.5 +46.9'-84.6 +46.3 -47.0 +46.3'-82.9 +45.7-46.7 +45.7-81.4 +44.8'-46.0 +44.8-78.9 75 ft +49.2 -49.2 +49.2 -90.2 +49.2-49.2 +49.2-90.2 +49.2 -49.2 +49.2'-90.2 +48.3 -48.6 +48.3-87.7 +47.5 -48.0 +47.5'-85.6 +46.8'-47.6 +46.8-83.9 +46.3-47.2 +46.3-82.3 +45.3-46.6 +45.3-79.8 795 ft +49.8-49.8 +49.8'-91.2 +49.8-49.8 +49.81-91.2 +49.81-49.8 +49.8-91.2 +48.8'-49.1 +48.8-88.7 +48.0'-48.6 +48.0'-86.6 +47.4-48.1 +47.4'-84.8 +46.8-47.8 +46.81-83.3 +45.8-47.1 +45.81-80.7 ft +50.3 -50.3 +50.3-92.2 +50.3 -50.3 +50.3 -92.2 +50.3-50.3 +50.3-92.2 +49.3-49.6 +49.3 -89.6 +48.5-49.1 +48.5-87.5 +47.9-48.7 +47.9-85.7 +47.3-48.3 +47.3,-84.2 +46.3-47.6 +46.3-81.6 ft +50.8i-50.8 +50.8-93.1 +50.8-50.8 +50.8-93.1 +50.8-50.8 +50.8-93.1 +49.8-50.1 +49.8-90.5 +49.0-49.6 +49.0-88.4 +48.3-49.1 +48.3 -86.6 +47.7-48.8 +47.7-85.0 +46,81-48.1 +46.8-82.4 ft +51.3-51.3 +51.3 -94.0 +51.3-51.3 +51.3-94.0 +51.3-51.3 +51.3 -94.0 +50.3 -50.6 +50.3-91.3 +49.5 -50.1 +49.5 -89.2 +48.8-49.6 +48.8-87.4 +48.2 -49.2 +48.2-85.8 +47.2 -48.6 +47.2 -83.2 100 ft +51.7-51.7 +51.7-94.8 +51.7-51.7 +51.7-94.8 +51.7-51.7 +51.7-94.8 +50.7-51.1 +50.7-92.2 +49.9 -50.5 +49.9-90.0 +49.2-50.1 +49.2 -88.2 +48.6-49.7 +48.6-86.6 +47.6-49.0 +47.6-83.9 105 ft +52.2 -52.2 +52.2 -95.6 1 +52.2 -52.2 +52.2 -95.6 +52.2 -52.2 +52.2-95.6 +51.2 -51.5 +51.2-93.0 +50.3 -50.9 +50.3-90.8 +49.6-50.5 +49.6-88.9 +49.0-50.1 +49.0-87.3 +48.0-49.4 +48.0-84.6 110 ft +52.6-52.6 +52.6-96.4 +52.6-52.6 +52.6-96.4 +52.6'-52.6 +52.6 -96.4 +51.6-51.9 +51.6-93.7 +50.7-51.4 +50.7J-91.5 +50.0-50.9 +50.0-89.6 +49.4-50.5 +49.41-88.0 +48.4-49.8 +48.4'-85.3 115 ft +53.0 -53.0 +53.0-97.2 +53.0'-53.0 +53.0-97.2 +53.0-53.0 +53.0-97.2 +52.0-52.3 +52.0-94.4 +51.1-51.8 +51.1-92.2 +50.4-51.3 +50.4-90.3 +49.8-50.9 +49.8-88.7 +48.8-50.2 +48.8'-86.0 12ft +53.4,-53.4 +53.4-97.9 +53.4-53.4 +53.4-97.9 +53.4-53.4 +53.4 97.9 +52.4-52.7 +52.4-95.1 +51.5-52.1 +51.5-92.9 +50.8-51.7 +50.8-91.0 +50.2-51.3 +50.21-89.4 +49.2,-50.6 +49.21-86.6 +53.8-53.8 +53.8 -98.6 +53.8 -53.8 +53.8-98.6 +53.8-53.8 +53.8-98.6 +52.7 -53.1 +52.7-95.8 +51.9 -52.5 +51.9-93.6 +51.2 -52.0 +51.2 -91.7 +50.6-51.6 +50.6-90.0 +49.5 -50.9 +49.5-87.2 +54.1-54.1 +54.1 -99.3 +54.1-54.1 +54.1-99.3 +54.1-54.1 +54.1-99.3 +53.1-53.4 +53.1-96.5 +52.2 -52.9 +52.2-94.2 +51.5 -52.4 +51.5 -92.3 +50.9-52.0 +50.9-90.6 +49.9 -51.3 +49.9-87.8 +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +53.4-53.8 +53.4-97.1 +52.6-53.2 +52.6-94.8 +51.9 -52.7 +51.9 -92.9 +51.2 -52.3 +51.2-91.2 +50.2 -51.6 +50.2 -88.4 140 ft +54.8-54.8 +54.8-100.5 +54.8-54.8 +54.8-100.5 +54.8-54.8 +54.8-100.5 +53.8-54.1 +53.8-97.7 +52.91-53.6 +52.9'-95.4 +52.2 -53.1 +52.2-93.5 +51.6-52.7 +51.6'-91.8 145 ft 1 +55.2 -55.2 +55.2 -101.2 +55.2-55.2 +55.2 -101.2 +55.2-55.2 +55.2'-101.2 +54.1-54.5 +54.1-98.3 +53.2 -53.9 +53.2'-96.0 +52.5'-53.4 +52.5-94.0 +51.9'-53.0 +51.9 -92.4 +50.8'-52.3 +50.8-89.5 150ft +55.5I-55.5 +55.5'-101.8 +55.5!-55.5 +55.5!-101.8 +55.5-55.5 +55.5'-101.8 +54.4-54.8 +54.4-98.9 +53.6-54.2 +53.6-96.6 +52.8-53.7 +52.8-94.6 +52.2-53.3 +52.2,-92.9 +51.1-52.6 +51.1-90.0 ft +55.8-55.8 +55.8-102.3 +55.8-55.8 +55.8-102.3 +55.8-55.8 +55.8-102.3 +54.7 -55.1 +54.7-99.5 +53.9-54.5 +53.9-97.1 +53.1-54.0 +53.1-95.1 +52.5-53.6 +52.5 -93.4 +51.4-52.9 +51.4-90.6 ft +56.1-56.1 +56.1-102.9 +56.1-56.1 +56.1-102.9 +56.1-56.1 +56.1-102.9 +55.0-55.4 +55.0,-100.0 +54.2-54.8 +54.2,-97.7 +53.4-54.3 +53.4-95.7 +52.8-53.9 +52.8-93.9 +51.7-53.2 +51.7-91.1 165 ft +56.4-56.4 +56.4-103.5 +56.4 -56.4 +56.4 -103.5 +56.4-56.4 +56.4 -103.5 +55.3 -55.7 +55.3 -100.6 +54.5 -55.1 +54.5-98.2 +53.7 -54.6 +53.7-96.2 +53.1-54.2 +53.1-94.5 +52.0-53.5 +52.0-91.6 170 ft +56.7-56.7 +56.7-104.0 +56.7-56.7 +56.7-104.0 +56.7-56.7 +56.7 -104.0 +55.6-56.0 +55.6-101.1 +54.7-55.4 +54.7-98.7 +54.0-54.9 +54.0-96.7 +53.3-54.5 +53.3-94.9 +52.2-53.7 +52.2-92.0 175 ft +57.0-57.0 +57.0-104.5 +57.0-57.0 +57.0-104.5 +57.0 -57.0 +57.0-104.5 +55.9-56.3 +55.9-101.6 +55.0-55.7 +55.0-99.2 +54.3 -55.2 +54.3'-97.2 +53.6-54.7 +53.6-95.4 +52.5-54.0 +52.5-92.5 180 ft +57.31-57.3 +57.31-105.0 +57.3-57.3 +57.3'-105.0 +57.3 -57.3 +57.3'-105.0 +56.2 -56.6 +56.2 -102.1 +55.31-56.0 +55.3'-99.7 +54.51-55.4 +54.5'-97.7 +53.9-55.0 +53.9-95.9 1 +52.8,-54..3 +52.8-92.9 185 ft +57.6-57.6 +57.6-105.5 +57.6-57.6 +57.6-105.5 +57.6-57.6 +57.6-105.5 +56.5-56.8 +56.5-102.6 +55.6-56.2 +55.6,-100.2 +54.8 55.7 +54.8-98.1 +54.1-55.3 +54.1-96.3 +53.01-54.5 +53.0-93.4 190 ft +57.8-57.8 +57.8-106.0 +57.81-57.8 +57.8-106.0 +57.8,-57.8 +57.8-106.0 +56.7-57.1 +56.7-10 .1 +5 .8,-56.5 +55.8-100.6 +55.01-56.0 +55.0-9 +54.4-55.5 +54.4-96.8 4 +53.3-93.5 +58.1-58.1 +58.1-106.5 +57.0 -57.3 +57.0 -103.5 +56.1-56.7 +56.1-101.1 +55.3-56.2 +55.3-99.0 +54.6-55.8 +54.6-97 195 ft +58.1-58.1 +58.1-106.5 [1+51�84 581 +58.1 -106.5 +53.5 -94.3 - 04.0 -57.0 -10 .5 -56.5 -99.5 -56.0 -97 +537 53 -94.87200ft +58.4-58.4 +58.4-107.0 5 +58.4 +58.4-58.3 +58.4-107.0 +57.2-57.6 +57.2 In •Design conforms to the Florida Building Code 5th Ed(2014). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to Valid only with ngineer's H •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus I(-)signs signify pressures acting toward and away from the right,where the dimension"a"is the minimum of 10%of the building's Signature&ra ed sea[ 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 T-0"or 4%of the least horizontal dimension. 1 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 zone `r 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. 5 4 s ep 19 12!� •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, LU 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 that Christian gl PE Design(ASD). roof slope 5 10•has been considered. represent a substantial hazard to human life in the event of failure. 1 lJ •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 FL PE#67382 A#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. svu i nevamn 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2016 Easy Seals rev 09 16 Doc No.A10MS.160D A A'.. Customer: CROWLEY, CLARE Wo9der Number: 06092017022N0301 • Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -51.9 285.375 96 322.2 996 92.75 6"o.c. 6"o.c. EXP. "D" 140' MRH �U ro n E Unit 605 W m m W U Z y t— v 0 } � i o s U Q LL 1 (267 x 96) W Balcony 0 t j Q °rn J oM m U C LL �- °m W J to T m U �0 � O 0) c0 (n Next Unit Unit 605 Next Unit V co U 0 cw.nc.�E-n.DE[T.eD. SC,Lf: NOT TO SCALE DATE: Jun 30,2017 PAGE DESCRIPTION: Site Plan -- PACE: o< Entry 1 t • Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: CROWLEY,CLARE Wind Zone: 165 MPH. Address: 9940 S Ocean Blvd Exposure Category: D Oceana Oceanfront condo one Minimum Building Dimension: 75 ft. Jensen Beach,FL 34957 Mean Roof Height: 140 ft. JIL Risk Category: II Design Pressure Calculations Opening Location Device Device Device ]F—Max Positive Max Negative Number Zone Width(in) 11 Height(in) IF Elevation(ft) L Pressure(psf) Pressure(psf) 1 Int 267 96 7 35.2 -51.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 r Customer: CROWLEY,CLARE WorkOrder Number: 06092017022N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -51 285.375 96 322.25 96 92.75 6"o.c. 6"o.c. Florida Building Code Online Page 1 of 2 Business & Professional � ink tii Regulation11 We BCIS Home I Log In i User Registration i Hot Topics Submit Surcharge Slats&Facts Publications i FBC Stall SCIS Site Map Links Search Flonda Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R1 Application Type Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERTAND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Yes TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 6/30/2017 Florida Building Code Online • Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 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 #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load. See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.Ddf Created by Independent Third Party:Yes Back Neat Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: U ® ___ E Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 6/30/2017 GENERAL NOTES 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE N ACCORDANCE WITH THE 2014 EDITOR OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM ANY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES OF AND OUT OF THETA WWHZ). - 1/4'o TAPCON W/A13VM�CM THREADFORM TECHNOLOGY.OR 1/4'•CRETE-FLEX.AS LIANl1FACTURED BY 11W/BIILDEX, NC 3 ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY.OR{ 14 NOS WOOD SCREWS OR 1/4'4 NOS LAC SCREWS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 0INHZ)A 1608(W*G3 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECT)ON LITY FACTOR N41ES Kd-025,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 AWK CONDITION.LLY Mn DOM WIND LOADS OEIE76011100 PER ASM 7-10 SHALL BE FfW CA)MINIMUM THREADED PENETRATION OF 1/4'4 TAPCON OR 1/4'•CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO A.S.D.DE5101 WO LOA06 BY MUL71PLYIN6 THE71 BY 0.6 IN QVIER TO COEPME 7H6E W/MAIL(ASR.) 1/4'•NDS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND C6 THRU C6 OEUONI PRFSSIRE RATIN95 INDICATED ON SHEET 1S CONNECTION TYPE,AND 2'FOR C5, OR AS INDICTED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS$ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEM ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'♦CRETE-FIDX OR 114 NDS WOOD SCREWS OR 1/4'0 NOS 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 FOUNT)ON THE EXISTING SECTIONS ISM a IM9.1.2 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) 3 AME ICAN 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 1610 B 1004 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE.FY-33 Mil(MIN)MATERIAL 2 STAINLESS STET SHEET METAL SCREWS USED AT SLATS Q R®SHALL BE S 10 x 3', 410-NT MINIMUM SERIES W/ 173.8 IW YIELD -1/4'♦ITW BUILDDX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH h 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.As MANUFACTURED BY WHITFORD Co. BOX 507.WEST CHESIER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICTED ON SHEET 2 MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDIX M SCREW 1-. FOR 8083-TO ALLOY AT SLATS SHALL.BE FY-25.9 ksi. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 k,N YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TFE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CAR" STEEL LiW/8UILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL e. 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 AMU A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS' 9. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER.TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: 110_PRODUCT MANUFACTURER'S LABEL_SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'•TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEX. INC.TO MIN.fe-3192 psi. WITH SECTION 1710JL3 OF THE FLORIN BURRING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'4 x 3/4'SOW SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MN. fe-3000 Psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'♦CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN, fc-3350 psi. it. FOLDING IMPACT PROTECTIVE SYSIDA'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. At) MINIMUM EMBEDMENT OF 1/4'•TAPCON ANCHORS OR 1/4'•CREME-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT MED.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SOUL 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 SOUL BE ENTIRELY EMBEDDED (7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS NCCASHALL BE PERMITTED. 1/4 0-20 5.5 SCREWS USED SHALL BE 1 HAZY PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO S LONG MINIMUM SQUID STUCCO S EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. STUCA3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATOR 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 k A2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OA)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (8) TO DUSTING 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 RENEW. - 1/4'0 TAPCON W/ADVANCED THRFiH)FORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BIALDEX.INC. 1/4'e x 3/4'SOLID SET,AS DISTRIBUTED BY ALL PONT SOLD SET ANCHORS. (E) THIS P.E.D. STALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - PREPARED R. 1/4'4 CRETE-FLEX,AS MWUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES:. THIS DRAWMB SHALL ONLY BE USED TO 06TAM B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-F1.DX INTO CONCRETE BLACK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORM MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. ``VAA��R MA INTf(AA� ,, FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) B.2) 3/4'SOW SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOB(UHT. NO . C MINMl1MEMBEDM�5H0ULD STUCCO EXIST AND 1 INTO STUCCO SHALL BE niuM1/FOR Wul-SS'WITH No QU•SHALL BE 1 '/z'LONG �,�C EN,g� •.`�9�% ®pls T41Ec0 INC. II FOLDING IMPACT PROTECTIVE SYSTEM � or. 8.3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 114E EXISTING WALLO/ts/,s ANCHORS SV41 EE LONG ENQUCH TO REACH THE AWN STRUCTURE BERND SUCH PANELS ANCHORAGE ITT r�-�S C. FOLDING SNUTfER CORP.COR P MITE IT - SILL BE AS INDICTED ON NOTES 8.1 R 8.2 ABOVE 70E4 1E]]ISIIRkET Pl/,rS • 3 A ENGINEERING gOYPA1NT `.O•� - Rwr TESTA sswa- tW9T PAIL sva,,ti t®e as xw w.sea Vnwr. n.n,w 15-014 dUWMG No .,�6RIpP .'k.: eanooe7,A WILLTER TILDE Jr.P.E. •••IA A TE FLORIM Die./44167 MEET 1 (IF I7 100a' QTJ' LNr• SAV' 1elVJ•_—_-- C2 Td00• alp � e=cs � g Aer' � �_" � p rww• 8 � yd SLAT atta• 1 f ]]ro• ® SLAT WINDOW ©L_END © HAT E11TD ® EXTERIOR CENTERPIECE (TD BE USED FOR ALL INSTALLATIONS, 6063-T6 ALLOY 6063-T5 ALLOY 6063-75 ALLOY UAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE 6063-T6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-76 ALLOY SEE COMPONENTS 20,21 d 22 ON y`5 SHEET 5.) 1047' _ wee• .or na• IrI---zfar .� rief• T7b' F�tAIT' 44 -1.[SY 6 .Of .I1V• �• � . .ass- A90 _ , aw 3 .oez' .aes• .aar .oso' .aw lA5' 2elt• aw --LTe• ® WALL HEADER © *2' MA �eB.O. ® CEILIIVG HEADER BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL i EAD l CK 6063-TS ALLOY 6063-T6 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY .aso' zue— J2 .wo• COMPONENT o C t1 t2 Q 2' 5'MAX. 0.125 0.125' H Q ® 1 2' a'MAX 0.25' 0.25' oee• 0 1© 1' 2'MAX. 0.062' 0.052' A1Ie• ® RAIN HOOD �I ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ALUMINUM ANGLES 6O6J-T5 ALLOY 6063-T6 ALLOY 60fi3-76 ALLOY 6063-T6 ALLOY g COMPONENTS d \\\\ ssTs FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) T11 I— 'ENS ✓9,�� 020157lTEM sec TITAN II FOLDING IMPACT PROTECTIVE SYSTEM pPA1^' © VEO-16 ACETAL tme w/laF,S ® LOCKING TUBES - _ nwr 1ES111p t i]eCeleEE711ND COYPNIY � R \I\/�• w>E THUMBSC WS AT CENTERPIECE C9RNER POST =* �� _ �°° �'�' :=v, M �"' s-oi< FOR , AC P e:Iwe.�owaol. 606J—T6 ALLOY :A w/L1E®ALB 1=771ar.r.c 'h�� RDPoM U./HIQT eJJIJHl11111111\ i ,zw a (3)ROWS OF Hr4Wl 1o4uT19P ' ro4HArTHs ln9e J/4'I CEDES FA SPACEDi Ob O J/B'APART i r----1__-, IN am z fxw EACH SIDE TABLE 1: SOURCES FOR d 1 J OSO ! DAPEcrnays. ! Mu an I OF WINDOW(SEE TABLE J) 0 OPTIONS, SLITS i 000 1 SLITS i rVFrA.PAOP'ERI= STANO01) BAYP sow#04""\E nyP) M/CA4£ N EHEtrrLE n X Oi OW) i .20 REFERENCEREFERENCEO LLCANI010Ep/ 1EY34N 0.T/ RE57N i O Z5 O i PlIISE2L OOO L 11--- _--J VE111N!' SPECIFIC GRAVITY 043 b VITY ASTM D722 0. /iri 0.043 b/IW' O TENSILE YIELD STRETIGRI ASTM D" 9.40D P.aL 9.500 P.si. o sAr p FTDRIWLL STRENGTH AT YIELD ASTI 07110 12.500 p.al. 13,4D0 p.4.1. > FUD(URAL.Q2p �t�e �vo SNAP-IN END MODULUS ASTM 07 34 90 3/0.000 Pai. 5.000 Pe.i. 1.000" i y^�2 �E OF OF DOW NOTCHED 2M ASTM 0256 1e FT-b/In 17 FT-b/M (SET 1ABLE 2) FIRE BURNIM11c; Liy SMOKE DENS" ASTM D2B43 47.2 X 64.5 toL RATE OF BURNING ASTM D635 C-1 CUSS C-1 1 S 'A SELF IGNITION ASN 019" 1040'F 960•F SATWAVWI SLAT WINDOW 0.060"1HACX 1IRdBREM ASTM 0155 POLYCARBOM HENOM 2 ' WINDOW(SEE TABLE 1) TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 Psi. 6640 D...I. 1.000 2 1 ' L177ffi TENSILE STRESS BEFORE WEATHEBNG ASTM 638 8461 Pal. BBBO P.J. AELC(2)wA\DOIFS ANY BE W ONE SLAT SPACED N m ' ApX. w i ' A MINAIUIM OF 24'APART. W N 12'AWN.FROM CADS OF SLAT TOP 3 BOTTOM. TABLE 2: SOURCES FOR -9 SLAT MUST rR( f NORANS A£O CORNERS ! ar — TO 1ERPIECES 44VpORRalUSnnNOR A7T�CORrNERS OF pR1701/CTSIAMVM MA�� OOOO r--- ---, ® BLAT WINDOii DENfAIL TTPWAL PROPERTIES BLACK NYLOW PAW ,pEj21Jt7/91/B BSc 060 �LVAnoN) 2 PHYSICAL- SLAT$ 0000 SLATS I 20 SPECIFIC GRAVITY ASTM D792 OZ42 le/'n' 06,0 HETFI\G h (hP) 00�0 (ryp) i WINDOW b \sr�4RKAL, OOO (J)Rows OF 1 ANC no tl $ TENSILE MELD STRDILTN AS1M DB3B 11-W P.4L I tl ado' FLEXURAL ST ENGN AT YIELD ASTM D790 15.000 P•ai O O 114'P HOLES i aaHo• . aF 1< U SPACED -_ f1DNRAL MOWDIA ASTM 0 790 450,000 p.e,l T1 L__-__ ro 4uT eonoH .APART 1SDMN tAHYNWS • a4Po• N010(ED ROD ASTM D256 0.B Ff-tb/In oM TH DIRET:167NS. ' i aa6o anP. COEFFICIENT OF 11*3rAAL EXPANSON ASTM DM 5.5 a 10 1.A,-F L3�—ll♦ GItU IiLEL� ME174q�7FrcPERArvRE ASIW 4Ie 50 Z� 02E 7V Or USED AS AN OPTION MR ALL INSTAUAWNS ® SLAT IMOK ELEVATION UNDER LARGE AASSNE WY INaLDE PERFORATIONS AS PER THIS DEL4L -WX. (2)WRIDOWS M4Y BE IN ONE SLAT SPACED TYPICAL 1A SLAT WINDOW DETAILS ON. 24 APART(MAX. EYERY 10 SLITS) W 0 VIEWING Wl DO & 1 2 CLIPS TYPICAL AL TE PERFORATED SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPAC FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) 'N`.r\ d,9,Ge� aD 2015 TILTEDO NC. TITAN H FOLDING IMPACT PROTECTIVE SYSTEM ORRWN In. P: 4�ENSF IL E C O�Mc. FOLDING SNUFFER CORP. D3/Ia/,6 arz d A _ 7nur TESTINO ft ENGINEE11846 COMPANY 7089 HST RACE ®AW. AFC YIOM 9MOOs,R F1 BEST PALM REACH,R 3U 3 w.:"ta�f'n1-,aTe Lsgn1-,a11 �e 1e6o-Nw-es7t 15-D14 i o'•, ATEQF '� ma:UTacbOee.9dn r.ApAaLlweWn OIMWINOR. EB-0005719 wALTER A 7NUf Jr.PE ^s mser FLORIDA Ul H 67 Vw'u a.. 9EEF 3 OF 13 1 2 3 4 IA S 6 7 A B + C A 2 or 4 D 5 8 (2 M W 2 a p USE (2) AT 30' 1 rj • ♦ NOTES ON a LOCKING TUBES®AT Q a 50. O.C. FOR PANS N w UP TO 99' 0 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCTS MIDSPAH SPACED x 4T 30' O.C. FOR SPANS UP TO 99'. USE THREE (3) fOR LARGER wUSE(J) AT 30"O.C. SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99' UP TO 144' OR©. LOCATION OF ®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LACKINO TUBES�SHA ALWAYS BE USED TOP a BOTTOM AT N K d PRODUCTS CENTERPIECES 4 ORS AT ALL INSTALLATIONS. LOCKING TUBES ... Mtn 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET S. *' OR 18 (2 PAt T SEE LIMITATIONS FOR®ON SHEET 2 6 L—J--J L 1 I I ]SEE END CONNECTION DETAILS I O O O O (f ON SHEET 9 TYP. FULL HEIGHT. FOR 6 . 7 . 7 + 1 , 7 + 16 , 8 �' 1 J , CONCRETE, CONCRETE BLOCK OF2 WOOD INSTALLATIONS. 9 + 10 9 + 10 + 1 9 + 11 UNLIMITED WIDT PICAL ELEVATION 4r 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET D. t SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A a 7B ON SHEET 7. � SEE SECTIONS 1W a 2W ON SHEET 10. `�LN . ISLE SECTIONS 4W, 4AW a 7W ON SHEET 11. ��`�Q\ T J ii� FLORIDA BUILDING CODE (High a Non High Velocity Hurricane Zone) ;SEE SECTIONS 7AW, 78W, BW a 14W ON SHEET 12. ' \ F 02013 TLTECO NG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORMN 0 7 6 :*_ „/„/„ FOLDING SHWER CORP. a,E s#' : TOM HDIFIREET PLACE Ly TILLIT TESTING R FIIGINEEINNO COMPANY WW tiyy WAM R n4 3 ues a..aw.t a.m ronl M,em-su-em1 15-014 �1 PL7 Rf-0D9 N,a' Ir WALTE bE FLORIDA,L)a/"157 a MELT 4 Of 13 POURED CONCRETE OR CONCRETE BLOCK WALL REOIRRED. POURED CONCRETE nl oasc NON STRUCTURAL WALL OPT101ML RUN HOOD OPTIONAL RAIN( NOW REOURtED IRON(DECORATIVE NERD) oamsc n 0.060'Tecx S.S. (SEE SHEET 13) ROLLER HOUSING (MOTH- ) "'// (TYP) 6 1.000' 2.500'MIN. + _ im. ED. WOPTIONAL HXOlOfr11011 Q RAIN NOCID (SEE SKEET 13) (NON-STRUCTIRAL) 1 /10•3•S.S.SNS.W/ pp I 13 1 0373'LONG NYLON 3/16-ALUM. W 0 la O.Cl POP RNEiS, GUSHING W/A 0.150• COON. POP RNET". O t>Y O.C. I (2'a4'YAL) 1 LOW TOP SECIKON 0.500' 0.16r.0.2T0' O I6'O.C. 1 O.D.AND 0.243'1&AND 1/4'.T1w BIALDDC 1 0.223'LONG BDTTON CAB 1 MN.SEPARATION hRTF/t7fON T/E 1 1 SECTION 0.320.OD.AND WEATHER _ POURED CONCRETE . GLASS OR 1/4'r Dm 1/4'r R 1'TEK 0.245'i.e. STRIPPING FA 1 (TV.) SIDE(TYPJ 1 Of � NOKWI.CRERETEDBLOCK (SEE SCHEDULE 1 or �g � w�y� SCREN OR 1/4r-20'a1' 3/16'ALUM. pppp ON SHEET 13) / I 5.5.MS wrrH NUT Ar POP RM1ETS. ®1 8f MIDL I?DEDENT O 6.O.C. 1 WASHER O 4'O.C. O 1B'O.C. / or ®1 POURED CONCRETE OR CONCRETE BLOCK 1 1 af' 1 MN.$EPMXITKIN WAIL RFGUWED. 1 Of 3 G TO GLASS 1 Ir f (SEE SVCDJLE 1 ra ON SHEET 13) ..® LOIN.SEPARATION ' z TO GLASS CONCRETE BLOCK iy �_--(� 3) POURED CDNCREE ON SHEET 13) WALL REOUIRED. % 1 or Ogm"mcnam c2 I 1/4'r x I•TEK ®1 (SEE SHEET 13) I SCREW OR 1/4.-20'.11" yj 6 1 S.S.MS WHIN NUT A: ' G 1 WASHER O 4.O.C, 8 I/ floc s.s.sus.w/+/rIle.rry RUILM_ i` 1•LONG NYLON BUSHINGS T1IREAGFpM T/FD_MOIDGY I Y O°""°N` 0>9 B0T701,"TD'/` WALL FACE MOUNTING INSTALLATION COl6TRUOfRlON` (SEE s PiLOrOUC�TS 1 _ +�} EEr 133) TIOILFR 19N�G IX(TYP�.) "T SECTION 2 (RkDAMM x W/,'/` i c2'`'MAX)MN F3NBEDMFTR O 6'QG WALL FACE MOUNTING INSTALLATION Gr5ANC11GR SECTION 1 SPACING+/2 sP 6ROUfm BLOCK REQUIRED 1.000 2.500 MIN (HRH.r—2 kW G�Fh MRE.D EXISTING NON STRUC URAL POURED WALL TRN(DECORATIVE SILL) O 6 ATlaw sp—a STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE u' MAX. AS.D. DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE BLOCK ��A�1u IH.` "'r f, FLORIDA BUILDING CODE(High 3 Non High Vabcity Hurricane Zone) SCALE: N.T.S. y>?.••'��G EN SF'••`�9''. O "/M.L io15 TUDCO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM A NO1E FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE - DATEts SEE SPECIFICATIONS ON SHEET 13 I IL E C O EIEN:. FOLDING SHUTTER CORP. I,- MOUNTING SECTIONS CAN BE COMBINED ( ) ���-� = 70eW IIEWHRIEIT,NACE IN ANY WAY To SUIT ANY INSTALLATION. '�'<3 f TILLIT TEST,NO i ENGINEERING COMPANY VAST PALM WF.0 H,iL 33413 m W.w oNmr1.�>v,s' 15-014 S F :2'= ,...,T=lt,®.,.:L5„Inl-,5T PHI:,BEo-eN�3i, .-,,,wr.1x.�.w.m., .ras,�.,W...mn ouWRw Ne 1 SEE LIMITATIONS FOR ON SHEET 2 '►�, `` N 4 IAILTER A a -H2OTmA u 41167 v'InnM1E 1/4'0 x 3/4•TOCS SCREW OR 1/4•x 3/4' -1�------ 13MTS W/NUTS Q WASHER O 6'O.C. TO^0.06D•THICK S.S. I � 1 POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATION LAIN. GLASS CONCRETE BLOCK WALL TO GUESS ( CHED G010ELTTOM aULE- - REOLARFD I or OOP IONIL AN SEE HOOD r—(ON%FET SCHE13) 1 or ON SHED 1 ) 0 T 1 Tp. (SEE SHEET 13) ®T gN ALTERNATE 3/1C ALUM. ,3/43•LOONNG.S.M.S.N NYLON WB/1T5111/M(S ALTERNATE 34, ALUM. POP RNETS O 5'O.C. POP AR. 1T)R.TOP)AND I•LONG Cr* AT REAM AT REAR. BOTTOM),EXCEPT AT ROLLER It IIOUSIHG(IYP.) I 1 xx}� W (2)WYLON i I 5 T3/16 OA5 .) 33/16'AUY.POP RNETS AL1Y.POP RIVETS1010•D.C.am SIDES9 10'O.C,BOTH SIDES j LEG& TE 3/16•ALUM.POP ORIENTATION H RMETS O 16'O.C. /10W/ WIN.3/4'P03Y .SYSO 0.163 BUSHING W/A 0.150• 1 MN SEPARATION 0.270'x0.030' 41N.J/4'PLYWOOD 4 1/2•MN. ��� LONG TOP SECTION 0.5oo'I TO GLASS 1ATRAFAB $ RECURRED d O.D.MND 0.245'I.d.AND WEATHER f.� 1/4•0 TAPCOIS OR 52 Om,LONG BOT10M (SEE SCHEDULE S.INPP EIL 1 Of 7 �_F� 8 1/4•TMNI BOLT W/ SECTION 0.320'O.D.AND ON SHEET 13) SIDE(TYP.) ®T. ANCHORS 6'OS. EACH SIDE NUT 0 10.O.G 0245'Ld. p1 5Q� ONP-) 1/4'THRU BOLT W/ Sf 1/4'0 TAPCONS OR POURED CONCRETE OR WASHER d NUR 0 5'O.C, / REOLAREV CRETE-".EX ANCHORS 6'O.G CONCRETE BLOCK WALL 1 Of REGIARED 2•x4.OR 2S6•xi/B• POURED CONCRETE OR ' ' '6083-TB(LATHY. ALTERNATE 3/16'ALUM. ®T ANCIE CENT.ALLY. CONCRETEUM.ARGUE OR BENT PLATE POP LAVER•5'O.C. AT NEAR STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX. AS.O. DESIGN PRESSURE RATING= +66.0, —66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, —65.0 PSF r1 T— I MEN.SFPNATION IQI ALUM.POP RA'ETS O �^ _ 10'O.C.BOTH SEES TO ] (SEE SCHEDULE 1 ON SHEET 13) I ALTERNATE LEG 1 Of&ANCHOR �{ ORIENTATION ®T 3 LO116'110N C3 ALTERNATE LET: (SEE SHEET 13) A ANCHOR ORIENTAMON u — - t/44 x 3/4'TE(S SCREW W/ POURED CONCRETE OR 5/6•WASHER OR 1/4'x 3/4' - CONCRETE BLOCK WALL BOLTS W/INIJTS d 5/6'WA94ER O „T REOLARED 4'O.C. BUILD-OUT FACE MOUNTING INSTALLATION aDufsllGll a %SECTION 4 (SEE SHEET") o EQ. EG. 1/4'A x 3/4.TEKS SCREW m OR COI BLOCK WALL 51/w 000S-D.C.W NUTS POURED INSTALLATIONS DETAILS INTO CONCRETE "'OU11E6 & CONCRETE BLOCK BUI —OUT FACE MOUNTING INSTALLATION SCALE N.T.S. \YIN , 0 A (BOTTOM) FLORIDA BUILDING CODE (Kgh R Non ET1gh Velocity HHIIICDne Zone) P�, ,.•••"'••., J9y�' 02013 TA3EGD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oA AINL: NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE y�;''•�,\GENse mG D3/10/15 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) —� '� C`'O EMS• FENDING SHUTTER CORP. CAW IN ANY WAY TO SUTT ANY INSTALLATION. * TILLR TESTING O ENGINEERING COMPANY WEST P I'LL3341] C/ 4TM Na>Rx. w.m Inor n.v1 1 5-014 T SEE LIMITATIONS FOR 0 ON SHEET 2 :'09,' ST I•0 •�t,/.y= � tG 1�1 1 DRAWING Ns i • v WALTiIt A T61NT Jr.P.E. FLORIDA Uc.144157 Mw 3KET 6 a 1] /II11111111111NI WN.E.D. �6RI01 �� W (SEE SHEET 13 O.OID'IIeCN S.S. ROVER 11"NO OPINNAL RNN HOOD (NON-SfRLIMR/L) 21 � 10x3'SS.SLLS.W/1/2-0 RO1FA5 alss'r �• , °•"t . I 8 ��c m Ar Ratm 0.373'LOIN NYLON J/10'ALULL BUSING W/A 0.1w POP M14M I LONG TOP SER N 0.700 a 10'= __ - O.D.AND 0240'L&AND CONE.0.103'x02A..O30 70' ' 0.223'TANG BOTTOY LILIRAFAB OFATHER SECTION 0..0.0.AND 51RPP1NG FA SIDE(TYPJ 0248'IA. t Of 8 MIN.SEPARATION A TO GLASS 7 ON SKEET 13) A KIN. ARAnON W TO(SASS D3 (SEE SCHELULE- Of .� ON SffLi t3) MIN.SEPARATION ®t 1/4'r x 1'TER SOWN OR lO CLASS 1/4r-i011•S.S.MS WITH �(ON��E t or'S'yi OPIIONAl FWN aulso NUT 3 WASHER a 4.0.0. ON SHEET 1J) 3llyy (NON- NRAl) I ®T L{ ALTERNATE 3/le.— pap OPIIOIAL RAN CIMRD RNEs•S'O.0. AT REAR. I (NON-SIRIICRIIW.) I 7 4ALTERNATE 3/16'ALUM. w 1/ LOCXnA MIIN k ri ATAT REAR. a 5'O.C. L 1 J/ft'ILW.POP I0VET5 ANCHOR -A 1 "L. W � 9 •fO'O.C.BOM Sam ET 13) 0 10 ALUM.POP SIDES e 1D'o.c.Sant smEs EDGE OF F EDGE OF /ppllllEp CONOl1E OOIBELION Q SIABol1C�E SLAB F IAPPUCABLE REQUOM (SEE SHEET 13) POUREDPOURED CONCRETEREOIMFAD. REOUIREO �•Tdl mL.•---1N6 ED . (SEE SKEET 13) •MIN.E.O. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) ®2015 TILTED 6Hc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORION ft. NOTE FOR COMRINAMN OF SECTIONS: * ED, a EDGE DISTANCE Q'••' r✓ENS 'P�'% hlt 1- MOUNTING SECTIONS CAN BE CDMBMED (SEE SPECIFICATIONS ON SHEEP IN ANY WAY TO SUIT ANY INSTALLATION. -_ = FOLDING SHUM COS. a7 __ IL ECOENN. DATE *= TRLLT NO A,EN TESTIYRNETRWG COMPANY 70M ItE1LSTRFET PLACE 's*G3/-AA S as me! t■.x .gym woes n.v,r WEST t.1 eF/64 P.lxt3 15-014 SEE L1MRAl10NS FWt®ON SHEET 2 A k UT 0m u Ut •PR16H-I.o1 � whph ttee 1 0; 0:EB-00067 ooLaxn .Yd610wuN/waan DRAWING,h FALTER A U. f 44 67 wx FLORIN Lle./41167 MN SWR 7 OE 13 NN1,N„1111t1A� '�mxx[Tx a aon,m m,oetn snao•WAC wncn WLL M.oueco -- (SE sanmA W sole ar,/.•...'me X X / rhos(n*.)fsEE Wss>t�AA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # (4),/:.V.,TOM swo ——— — ———————— ALLOWABLE TUBE REWD ANGLE NUMBER OF ANCHORS AT Y as 10N0,1 f. O O O O O O 7 W.Ex xoesxaE —— ————^—————— — TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE eon�re PRODUCT fy o 0 0 0 513E Spµ TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM tr ,/ay.a/a•Tex s �R.T,+, TUBE TUBE TUBE W 6'OL - • 60' 106.0" 13 8 2"x4'x1/8' 96• 85.0• 17 10 irl „ 144" 69.0• 138 2'x4'x1/4" 96' 110.0" 2112 , .srw,n,� 144• 91.0• 21 12 eo• 109.0• n 10 SPAN TUBE MOUNTING NSTALLATNMI ELEVATN]N (TUBE AT TOP) 2"x5"x1/8• 96• 100.0• 21 12 SECTION X 144" 81.0• 17 10 •1 NN. 80• 124.0• 21 12 r3L(r+N wWa WOn f +h•T1R 2'x6"x1/8' 98" 114.0• 21 12 id�J 144• 930. • 21 12 Y.a•«35u'« •ar *VIHU A150 FOR MIAW& TUBE DOESVTION ONLY D THE THE MAX.PRO ON OF THE na•.,/a-,1uwn, 9#lI1Q15 HOOFiT ABOVE k SHOWN ON NOT TABLE EXCEED THE MA.PRODUCT SPAN eoes-re uw./+aae (aE soe-n,nEl Y 77 Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) o o O O TUBE PPODU +74y �r MUM ALLOWABLE TUBE REO'D ANGLE NUMBER of ANCHORS . •r of —————— _•—————— SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE ar 35Cr e. • tuxEvex sotnlAE ^------ — ---•---- /soaelxtl .oas-n rinr eoEz n.ur.wlaE 60" 76.0• 13 12 P) 4'•3H•rz,a s� f11xE eat l 2'x4'x1/8' 96' 60.0' 17 15 SEE&wr left AT ac.lnNanxl. y A' � QVJ 144• A8.0' 13 12 aaw[n cnr,rnETE na,s a, utoa --Amxoass pYrj(seEv r soanuq TYML'AL ELEVA7�0.�U�AT BOTMIII W. 87.0' 21 1B SPAN TUBE MOUNTING INSTALLATION s -N 2'x4"x1/4• 96• 79.0' 21 18 SECTION T svn nla 144• 65.0' 21 18 tel ua•,3/•'roa sae. �"x s r•a•«r,r«na•.,/.• + j` 80• 77.0• 17 15 AT 2•O.C.lWfl1UNW11Y. ,nc," Au.1 wxac PEnrx: ,/r Tn. (3)wows ar,/.•� (�SC[n,.T>•7 3 I 2'x5'x1/6' 96" 70.0" 21 18 n )w (se>sexmu0 & OT 144" 57.0• 17 15 9 !jt y 2'x6'xi/8• 96" 81.0" 21 18 Z 2 144• 68.0• 21 18 o 0 0 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE o 0 0 /ay•3/a'+x sue. ———— OR GROUTED CONCRETE BLOCK WALL t00D-WWL W r ar o 0 (saw ---- ----- ——— 0 SCALE.N.T.S. Pf,l-SPIN I= IOEDUIi Nlo-1s Auar 0 0 0 0 0 0 4N11°E°FA "" ALAI(.AS.D.DESIGN PRESSURE RATING- t72_0 PSF 3*W> ,•,• ,µ• FLORIDA BUILDING CODE (Nigh h Non High Velocity Hurricane Zone) sa,enuJO 02015 T. Q'.•' . ILTa:eo PC. o "BY. BT � `C�;• ��CENSF'••.9 � TITAN It FOLDING IMPACT PROTECTIVE SYSTEM AA/1L� TMa.\ FOLDING SHUTTER CORP. °'DATE 5 Cp,�WTE a caaE c C WU N _ 70% ■GO!WYL WFOIND 7'•4'r Y•3•«ra �- nwT TESnNO It ENGINEERING COMPANY ST P 1M tIEA EET 1.33 (O 1µ•.3/4•rtxs soe. Incrx eoe>-re u. iaNa1 TYPICAL ELEVATNMI (TUBE AT MIDH=W ' .'ly�� n`.."a'i-',u.`� n. ��''a\6 1 e. (�m�a °(3.e"�°r`-',m, 1Wo0-sal-tin 1 AMG AT x'ac IagruaxNyr. (s1E sa,tnA1) ••Q . �• t GT,.coOmlaarn 3elalq.n,a....a., a1ATxxc xa SPAN TUBE MOUNTING INSTALLATION O ORI� 1� WILIM A�WT Jr.RE ®� rn �• SECTION Z i SEE UMRAnoNS FOR®oN SHE1T 2 p-. rLOMEA "1e7 SHEcr s OF 13 11 1/4'•• 3/4' YE EJ1. TAPOO/IS/aNTE-HEIt (ME sit[r ///'--'''E7(ISR10[xA95 ANCRORS O IS'O.C. 13) / S3MC STRUCiUIE E7eSTBIG ISEE SW 13) Ex M ' Is S7 LS 71C ------- mUJCTME SIRUCTURE 3/eM � 1L4C Q16../C1 RE3I/E4 av /P3/10'POP RVETS OR -'i LO! \ ie'' 'a3/4•"16 a (TMP) 1 1 1 ANDIM a IS'O.C. a /1Y POP or 1�t or ®t or t a oR 1/a13/4' I ,ne•1e oc WALL FACE or 1 t W END CONDITION 90(T 1 90.01 90.Q 2 2 / Bo.Q 3/ie'POP ML15 OR \ / 8 4 SH NN 8'o.c .3/4 1e• <EYFIt3 unE7 OR U5 =r OR EYTEFIOR) c e3o'a e mm 1) EXTERIOR I.D(SFAM FMB1t�ocw SPAN i rnF; \ as O YRePAIIFOR UP O TO 1H•bPAM(TIIVYB 8 \ HORIZONTAL SECTION 20 TO 144 SPA" x�e MAY IE°�T'yLm \ HOISLOMK SECTION W. YM BE BSDLIm (LE�Ens Ext1OeON) wrnwp OR v mmm ( ExnOaaq /le'POP RATTS, 1NNlBOFt OR EXIEIBOII) OR,/413/4• I 4•,a•.1/9'CONE. TOa a+e•O.C. *MAY VARY Ai lA1T SLAT AT TRAPPED IN5rALLA1K1N5 ,} O 5 Boaz•-,s A,.tw ANC 4 OR ,APCON/cRETE-nLx SH tAPwr4/p+oE_FtFx SHO \ 3 t S4E 11ffR10f6 FDR©oN SHEET z oaSTM 1SFRu�� N,o1aFa a 1e•o.c TO / oes+Nlc sRs11x� �'G STRI��BK i111t/e'WNf. BUILD—OUT e1163-TS ALLOY ANGLE END CONDITION 3/1e•POP RYE1s E9 �' OR t/4'.3/4 TM OR E1esnNO sTRrLYtAtE BOLTS .END LOCK ANGLE 'NUUTS 0 12'O.C.. R/ END LOCK ANGLE HOMONTAL SECOOK 11oRQONnL SECnON NOTE 1 7•.Y.1/9•1111-1B 1/4' 3/4'T7! WNf.AVAM"BEM ANGE_- SCnPRb A 1>6 TO ONE ONE LOCKING TUBE, PART r`,�i�g, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR cElaEnPlfLi a e•o.c. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE � A (z)®e3o•o.ae �S Ynavw`wR row' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN.1(3)'1'�e 30' 0.357'x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.c a 1nosP EaR uwe P To 144'SAW(TC INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH +W`T HST"IEO A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM "TV"oR D moa) OF THE TIP A SQUARE, 0.475'xO.475x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE @ A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE v ,� SHO (1)PIECE, 1.375- LONG, Wf(j A 0.366x0.366'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- Ap ) DEEP BY 0.188' WADE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. .soo• SOLID THERMOPLASTIC 11P INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER (MAx) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. OR c a1�) 4 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 3Ao�LR+A,T1C���/A,, HOR ONTAL SEcnoN `�`�,[.,.•"" ,/�� FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. = 020 a^"="� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a/"" N0.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) _ `*= IL ECoE��. FOLDING SHUTTER CORP. °''a;°E1e TLLIT TESTING!EM INEEIBNG COMPANY Soap N SISACKf L 33 L. m 1w WEST PAW EOL At 4371 33413 15-014 � IxurnNo N. • ••,•••'•• Q,`�TE EB-0671 BJr. mlmNTR A TB11T1167 SHEET 9 OF 3FIDROA LA: / 2'.z' 1 AIAMIY AIIQE BUto-our Aden PER SMTI N♦SHM 6 A A (z)J/16'POP AL�ny 1 E gNElAO OF 2'.2• E I6Y1 LM FROM OP FACE (ASoP ) TOWARDS OR .®�K 19 BUAD-OLM NOUW 2 J 16'POP R%TM PER a:C11oN{.•lfl:r a (F�lL0 OF 2.O' __ rNmE K,E„P„E wL EXTERIOR ELEVATION AND SILL D AT H SIDESEAD VIEW uaArP7 B+E� OF PRODUCT aR eow ANCIES ire ®'® u) OPTIONAL SIDE ANG +/{ •. !i: �� LE T06 11 s/+e•J/{/v1h'.-1 1/� 1 e'.1-zKv ' (Pvx Lf1a a,yiFEr s) RWTS PER AN=TO W. + nIP a TUBE BOrrOY OR To WALL(2 REOIIeED) TARAN/ Arno M ANGLE TO awe TAPCOICS/CREIE-FLD(, M WEOES W Y SE FW N+L110Rs O le'o.0 �pQ1 (" y, 3/16'POP WWm OR DCSTRG STRUMNE 1/4•:]/r•TEAS 3 "0. •12.O.a . - 2 1/2.UKS',ORNER POST , �QMETRIC s"B OF J ENO A7 TOP AMeorrw sw�) POECFS�Wr BE MT TRAPPED END CORNER POST CND N W1 FLAT END Rrna20NTAL S.. FLORIDA BUILDING CODE (High 8 Non FFgh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, '� �c...sF . . - TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE) N°.aa1s7 * T111EcoFOLM spa cow. a>f nwT tEmNG a ENCiNfSR�NG COIpANr 70e,RFA6AIEET RICE WM PAW EEIOL R 3I413 15-014 M.1000-e43-071 'i / eY��•�\ytC/: �f�W:On.necN.cm, ....ftlsgd.,t- BwrARo w U r11v �" Ee-000671a �. ` AALTIN A.11 iN Jr.P.E FLORIN Uc./44167 WPM SIIE3'F fM OP,J /P W t --WALL FINISH OPTIONAL PAIN HOW (—_STRUCTURAQ WALL FINISH 0100 S.S.S.M.S.W/1/2-0.3/4- 0.060"TROLLER HICK S.S. LONG'WAD"BUSHINGS(T*Top) OONNELIM C2 HOLISM AND I-LONG(Typ.BOTTOM).D(CEPT AT ROLLER HOUSING(TYP.) o.osw THICK S.S.ROLLER HOUSING 4�1 OPTIONAL RAIN HOOD z (2)NYLON —(NON-STRUCTURAL) 0.85no(ryp- > 2'.4'COF(r.WOOD 4 'HEADER RREQ D. /to.3*S.S.S.M_1.W/ 3/16-ALUM.POP 0,373"LON RIVETS.0 la*O.C. 01 COW- >BUSHING W/ I C1 0.163".0.270' LONG Top . 0. xo.0301 O.D.AND 0.2 L ULTRAFAB 0223'LDNG BOTTOM SECTION 032d O.C.IIq STRWEATHERIPFING EA )N 3/16-ALUM.POP 0.245'id SIDE C". OYP.) a O.C 2".4"COW. MIN.SEPARATION .I SIEPARATI WOOD TO GLASS TO GLASS HEADCR ItEQ*D. M SCHEDULE \-10 or (SEE ScNEGULE or ON SHEET 13) ON SHEET 13) 25.4'CONT. PLATE REO'I WALL FACE MOUNTING INSTALLATION SECTION 2W (TOE) 7 comamm C1 \-WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION- I W INSTALLATIONS DETAILS INTO WOOD N.TIL FLORIDA BUILDING CODE (High Non High Velocity HurricaneZone)..........141111�1111111,_ f SIZE LIMITATIONS FOR ON S.T 2 '�\rEN "-7`% C 2015 TLTECO W. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM nNi NOTES, 03/10/15 NOTE FOR COMBINATION OF SECT]QNS: FOLDING SHMER COW. 'Ayr I- FOR WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE KAYE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL MOUNTING SECTIONS CAN BE COMBINED 7m HEMSTREEIr PLACE WAY TO SUIT ANY INSTALLATXK C:3 TILUT TESTINO k EHIGINEERING COMPANY IN ANY WEST PALM GE4M.R.&MIJ 15-014 z PH:1900-1843-637t C1 oem fddkwdtb— DRAWM -0006719' N. WALTER A.PLOT.11.P.E. wxr to or 13 FLORIDA It- 1 67 1/4*o 3/4"TEn SCREW OR I/r x 3/4* DOLTS w/NUTS&WASHER 0 6,D.C. 4*;.=r ,.)EXISTING WOW BEAM R .STRUCTURAL ADEQUACY E)a OF STING WOOD BEAM To BE CERTIFIED BY ENKWEER,7rE F " I NNNTUEY PRIOR _WALL FINISH 0.060"TW S_K S_ .ITATIONS TO PRODUCTOR N.INSTALLATIO ROLLER HOUSING 2".4*CDHT 'a"mic"04 NEACER opnoNAL RAIN NOOo NOTE FOR COMBINATION D. EQ. REO' > EQ. (NON-STRUCTURAL) I- MOUNTING SECTIONS CAN BE COMBINED IOX3.S.S.S.M.S.W/1/2'0.3/4' IN ANYWAY TO SUIT ANY INSTAI I ATION LQiC NYLON BUSHINGS(Typ.TOP) AND -LONG(TYp. x AT ROLLER NCI SING DOITOM).00CEPT NOTES, NAL RAIL/LIDO CONSTRUCTION: WOOD MEMBERS TO :-STRUCTURAL) 2! 1- FOR WOOD FRAME (2)MON 13E HAVE A MIN.SPECIFIC DENSITY OF 0.+6 OR EQUAL ROLLERS ----------j I II 11/1 ,=:!J mmw II 8 ZP 110 r S.S.S.M.S.?./0-373'LONG NYLON TR ALTERNATE LEG I a,D.C. 0.500'O.D.AND 0.245*Ld.AND OMY LONG PO RNM. I BUSHING W/A 0.150 LONG TOP SECTI LOCATION COAT mom si: 0_520'O.D.AND 0.245'I.d. 0 1 a"D.C. (SEE Nam 153.0.270'.0.030' ULTRAFAB 'EVIIIN MR) MIN.SEPARATION SMPPING VEA SM BOT� TO GLASS (SEE SCHEDULE or ON SHM7 13) I _0 or WK SDVMTM-- MR.SEPARATION TO GLASS SEE SCHEDULE TO GLASS ON SHEET 13) or (SEE SCHEDULE t or 00 SHEET 13) or (3 t AL79MTE 311C AL ALTERNATE LEG OPTIONAL GkkAm Pop WAFTS 0!1.0.C. LOCATION (NON-STRUCTURAL) ALTERNATE LEG AT REAR. (SEE NOTE LOCATION tIr" (SEE P ALTERNATE 3/16*ALLN POP RNIETS 0 5*O.C. AT REAR. CONTI WOOD PLATE REdD. 9 %n E 3/16" POP Iw4m 9 .2 1,1 0 10'D.C.BOTH SIDES 3/15-ALUM.POP WKM 0 10'D.C.BOTH SIDES 2.6'MLN.WOOD EmG DECK REOUIRED /4"0 3/4*TICS SCREW 2.4'COW. Z, (NO FINISH ALLOWED) WOOD PLATE OR 1/4-x 3/4'E?DLTS,wl NM ileo 3/4*TEXS SCREW REO*D. 5/8-wksHm a fi-D.C. COMIECTIM CO W1 5/ff WASHER OR Ile 3/4'WILTS W/NUTS& 04 7- 0'WA!.CR 0 4*O.C. 2-UN.E.D. \_.2 C3, \—WALL FINISH k WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION AKW (BOTTOM) SECTION 7W SECTION 4W 111(i A. FLORIDA BUILDING CODE (High & Mon High Velocity Hurricane Zone) 0 2015 TILTECO W- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Em,. NOTE 0:ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED Z 03/10ps INSTALLATIONS DETAILS INTO WOOD ViTg��R FMM SHUM CORP. DATE 7M HEMSTIVEET PLACE SCALE : N.T.S. • sf TILUT X""G&ENGII, OW PALM EiEAGK IL 33413 5-014 Pw.ia00-643-4MI ­64:MAt..0-1., "WON b Jr.I.E.WALIM AL'nLLrr Mi SHEET If or 13 FLORIDK U. 4 MIN.SEPARATION ,fl TO GLASS MIN.SEPMIITION or lot %6 - ION (A SHEETET°13) 1 roCLS SCHED �(OONN SHEET 13) 7WN 0/ v OPTION RAIN GUARD I (NON-STRUCTURAL) ? 1/4' . 1'TEX I n ALTERNATE 3/16'ALA. a SCREW OR 1/40-2O-.1' POP RM. O S'O.G S.S.MS MIN NUT!I AT REAR. 9. TS WASHER a 4'D.C. n 3/16'D.C.ALIA POP IDES D.C.O.C.IIQTH SIDE EDGE OF SLAB �-'�-- IF APPLICABLE _e EDGE APPLICABLE STAB ALTERNATE LEG a S igi3 ppw C7 IFE mpl ARCNOR LOGTgN . (SEE NOTE•) Ak - _ 27.6'MIN.WOOD _ -�• DECK REQUIRED (NO FINISH N10MED) OONE2.11d1 CE EDGE OF ��• —_....2-MIN.EL. . SUB F EDGE OF 2-MIN.ED. APPLICABLE ��"' SLAB IF - _ APPLICABLE T SEE LIMITATIONS FOR®ON SHEET 2 AI T TRACK ADAPTER MOUNTING INSTALLATION _ SECTION 7BW (BOTTOM) I MIN.ED. 1-MIN.E.D. NOTE FOR COMBINATION Of SECTORS: 2-x6- N.WOOD GLASS DECK REOMIREp 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. -� MK SEPARATION TT FLOOR MOUNTING INSTALLATION c(o�s PuTE`ro.w°°° (SESCHEDULE SECTION 7AW (BOTTOM) I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO HEET 13) BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL _ WALL FINISH 0I (3)5/16-•TAG 2• 2- SEE SECTIONS SW a 14W FOR MAX. A.S.D. DESIGN G ®T SCREWS W/2 1/2-MIN. MIEL E.D.. PRESSURE RATING k SPANS I'.4'.1/6- PENETRATION AT WUMDTH E%3-T6 CONE. (2')OF RAFTER/TRUSSES W ALUMINUM TUBE o -I 1/4-x4'(6063-Ts)FLAT isnNG 2x WOOD - R PLATE W/1/4•0.1'TEX Yx4-MIN. TRUSSES OR RAFTER TRUSSES OR SCREWS a 6'D.C.IN - AT Z4-0.1 MAX. SNOS O 18.D.C. F 1%6-.EIiETl1(6o )"T .SDD- PLATE W/1/4'0 xt'TER (2) 1/4-0 TAPCON OR I/4Y CRETE-FLEX SCREWS a 4'D.C. .IN __— ANCHORS OR/14 NOS WOW SCREWS OR 1/4Y xf B BETWEEN TRUSSES EDGE(Y MPUCAI3LE)IN NOS LAG SCREWS AT MIDMDTH OF EA STUD w/ 2 ION 1/2'Wn.THREADED PENETRATION INTO,MOOD STUD 1/4Y.3/4'TEX (2)nYH.p1 1/4•MAIL PLYWOOD EXISTING SOFFIT O. SCREW OR I/4'-20 x 3/4' /I0.3'S.S.S.M.S W/1/2-0 x3/4•LONG WASHER 0 5'TS ill O.C. a 0.865's(1'P.) NYLON BUSHINGS(T1P.TOP)AND 1-LONG I/4•r.3/4'TEX WASHER O s'O.G 8 �)BOTTOM),EXCEPT AT RO LER HOUSING SCREW a 6'O.C. /Io.s Ss S.N.S W/ 11A1lNT TO WOOD STUDS MOUNTING INSTALLATION_ 0.37., LONG I6M1AH BUSHING � °M i INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG Tor SECTION o.600• a,63•xolm- o.D.ARo a.NG U ARo xo.o3o' ; AS.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223'LONG LTOTTOM WN.SEPARATION •Q INTO WOOD „N,LEEEEFFFF, A — SECnDN 0.320.O.D.AND m(aAss WEATHER r WNW -r A/iAA FLORIDA BUILDING CODE (High h Non High Velocity Hurticane Zone) 0$43•Ld. (SEE SCNEDLA.E SRRIPPMG EA eF ®T - SCALE N.T.S. (TWPJ oN sM,EEr t3) SHDE(TwJ ............. 02015 TILTEDO W- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN �_ y, ENSF Deno/s VA—L �"�= 1L E C O M FotDl►ac sxu>TR CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION =*K3/l *= TTUrT TESTIEG a ENONEETNNG COMPANY 1010PALM It�13 SECTION 8W (TOP) _ �'{ "e-W"m �4 ti u' 15-014 ,�Q� . T4E,eo6-w-63T, _ F P .'��� W 6k00°G '71D I.mm --f4dIKMN6w— s^ DRAWING Na MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF �. WµORI A ILLY 7 ALTER A U.f"4a1 P. 1 1 ^ARM^ xa 91FET 12,N,J llll11111111111 MAXIMUM WIND PRESSURE (p_f.) fONMECTION CAEACITY SCHFOULF CONNECTION CAPACITY SCH nnF F AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP do 130170M LB/FT) (MAX. ALLOWABLE REACTION TOP Se BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE k CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) •ro wins SLAM SP.w A Me Au aaE THAN MIN. E.O. SHOWN ON ANCHOR SCHEDULE CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD Poems NerranE AT m' P ANCHOR ANCHOR�� PAmrc A "P ANCHOR TYPE ANCHOR TYPE 1L+I tl-I TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0 144" 180 Ih ft A B C A C E A C F 60.0' 80" 88 tb ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/Ff 397 LB/FT A 8 C A C 35 psf 100.0' 100' 146 Ib it C1 6 473 LB/FT - 418 LB FT 236 LB/FT 207 LB/FT 383 LB/FT 432 LB/FT Cl 9 417 LB FT - 388 LB/FT - _134_LB FT 144' 144' 210 Ib k 12 7 LB - 334 1 6 t8 14 LB 271 LB ET 347 LB FT 6 461 LB/FT - 418 LB/FT - 202 LB/FT 60.0 60 100 Ib ft C2 9 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0' 100" 167 tb R C2 9 417 LB/FT - 362 LB/FT 190 B/FFt4' 1 240 Ib ft 6 525 LB/FT 419 LB/FT 312 LB/FT 285 LB/FT 443 LB FT - 309 6 502 LB/FT - 419 LB/FT 60.0 115 b ft LB/FT 15LB/FT 134 LB/FT 257 LB/FT 329 L8/FT 285 LB/FT 80.0' am" 154 Ib n C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf 97.0' 97.0" 187 Ib ft 3 1813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB FT 631 LB/Ff C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 1236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT _ 134 LB/FT 60.0' 60.0' 125 Ib k 3 972 lB Fi - 682 LB/F7 389 LB FT 364 LB FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/ 89.Apsflao.o" 89..0 208 Ib ft 9 281 LB/FT - 224 LB / / 3 912 LB/FT - 682 LB/FT 100.0' . 208 Ib ft / LB/Fr 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT / - 364 LB/ 120.0" 250 Ib/ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226'LB/FT - 2 - 83 LB/FT 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 CB/FT - 125 LB/FT 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 651 LB/FT - 6 FT - 250 LB/FT C6 6 410 LB/FT 4$7 LB/Fi 323 LB/F7 - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 2 100.0' 229 Ib R 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6332 LB/FT 378 LB/FT 323 LB/FT 269 LB/FT 301 LB FT 183 LB/FT - - 114 LB FT 153 LB FT 3 683 LB/FT 756 LB FT FT 134" 330 ID ft / / / 60.0" 60.0- 150 Ib ft C7 3 358 IB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT - 80.0" 80.0' 200 b ft 2 305 LB/FT 3 310 LS/FT 315 LB 244 LB/FT - 60 psf 100.0' 100.0 250 Ib/ft 12 1491 LB/FT 596 LB/FT 409 LB/FT 1265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0 115.0" 2B8 Ib ft CB 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - 131" 128' 346 Ib R 6 982 LB/FT 1194 LB/FT 819 LB/Fi - - 530 LB/FT 336 LB/FT 6 777 LB/FT 1 921 LB/Frj 819 LB/Fff-- 59mOw 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 fl SEE 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 b R SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION Z_0N_C_._rC_8LOCF WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' ITS. 374 Ib ft SPAN HURRICANE 20NE HURRICANE ZONE A 59.0' 59.0" 187 ID ft ZONE 1 2 3 ZONE 4 A 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0' 700,0" 313 Ib k 5'-1O' THREADFORM TECHNOLOGY bk 117" 114' 387 2 1/2- 1" 2 5/8" 80 psf 113" 111" 400 Ib k AS LESS B 1/4' 0 x 3/4" SOLID SET 3.50' 3.50" N/A N/A 3,00' 3,00' N/A NIA- 90 psf 107' 104' 424 Ih ft 100 psf 101" 99' 447 Ib ft >5•-10" 2 5/8•+ 1" 2 3/4'+ 110 psf 94' 90' 468 Ib ft TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00' N/A N/A 120 psf 87' 82" 484 Ib ft 1 - 130 psf 80' 76 483 Ib ft >6-3� 3 1/2" 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00' N/A N/A N/A 2.00" TO 150 pet 69" 70' 484 Ib R .14 NDS WOOD SCREWS OR 150 psf 69 66 483 b ft F 1 4" NDS LAC SCREWS N/A N/A 1 0 N/A N/A 160 psf 65' 62• 483 b ft 4 AS DEFINED BY ASTM E-1996 STANOARO. \\\\N11N11NN AfAA A tlGff$ + EXCEPT THAT 3 5/8" SHALL BE USED FLORIDA� _ORIQ4 BUILDING CODE (High x Nan High Velocity Hurricane Zone) L+:MAXIMUM ALLOWADLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �P'•.\GEN S' 'Q '� mzols nleno INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ol�'�. GIVEN POSmvE AS.D DESIGN PRESSURE RATING. 4. 4A & 7A. \" L-:MO.ALLOWABLE PRODUCT SPAN rOR A OVEN NEGATIVE AS.D.DESIGN PRESSURE 1 L f C O�NC. FOLDING SHUTTER CORP. °';°n13 RAITNC. FINAL MAXIMUM ALLOWABLE PROD=SPIN IS *'f3 f/ z TILUT TESTING t EMINEERWG COMPANY 7000 HDOSTREET PLACE EQUAL TO THEdit981d DETER MINm PLOIXICf lllLLL"` f TLC ••:c�PPx--Z WEST PAW KM FL 33413 Pit 1900-943-4371 15-014 SPAN BETWEEN ta'AND'L-•. GORIOP - �."", ••,•U°I ••.9qA DRAVION N. WALIER A TAN Jr.P.E v^ a rsMZEN F1DWDA Ile.,+{te7 MN SIElT IJ OI iJ