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HomeMy WebLinkAboutPRODUCT APPROVALEXP. '21 cCo150' MRH m Wz 0-<z o m c � i Unit 701 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILRY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY HELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH All APPuOAIlLE OODEII ST. LUCIE COUN REVIEWED FOR NOT TO SCALE ! Feb 01, 2018 AGE DESCR�OW: Building Plan OR NO INSPECTION W&LL RE �E, V1 "�" (246x97) 2 Psf. +51.1 / -90.6 / Entry 3 4 Walking (53x66.75) Psf. +55.5 / -55.5 (74.5x66.75) Psf. +53.6 / -54.2 (770x97) 1 Psf. +51.1 / -90.6 Balcony Unit 701 Next Unit v r C �cim 'c-m Q O mLL LL y 0 m LL u w m lq J N '^ O O C V m O N � m -a Vl Feb 01,2018 Unit Plan 2 a'aQSy SeQ'•S /SCE 7-10 Design Wind Loads EeaVseals.com For Wall Components s r Cladding Wind Pressures [psf] for use with Allowable Stress Design Wind speed V oe 160 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd = 0.85 Enclosed Bldg GCpi - 0.18 Mean Triburary area at least... 10 Sol ft Tributary are a at least... 15 sgft Trihura least 2D sgft Tributary area at least 25 sqk TO ryare St 30 Sol ft Tributary area at least 35 sqk Triburary area at least 40 Sol ft Tri6 ast so sgft Roof Heigh[ 60'to: Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone Interio + Zone Corner + Zoned Interior + Zones Corner + Zone Interior + - Zone Corner + - Zone Interior + - Zones Corner + - Zone Interior + - Zones Corner + - Zone Interior + ones Corner - 61 ft +47.5 -47.5 +47.5 -87.0 +47.5 A7.5 +47.5 -97.0 +47.5 -47.5 +47.5 -87.0 +46.5 46.9 +46.5 -84.6 +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 -08.0 +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 A6.4 +45.7 -81.8 +45.1 -46.1 +45.1 -80.3 +44.2 -45.5 +44.2 -77.9 70 ft +48.6 A8.6 +48.6 -89.1 +48.6 -48.6 +48.6 -99.1 +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 +46.9 .83.9 +46.3 -47.2 +46.3 -82.3 +45.3 -46.6 +45.3 -79.8 80 ft +49.8 -49.8 +49.8 -91.2 +49.8 -49.8 +49.8 -9L2 +49.8 49.8 +49.8 -91.2 +48.8 49.1 +48.8 -88.7 +48.0 A8.6 +48.0 .86.6 +47.4 48.1 +47.4 -84.8 +46.8 -47.8 +46.8 -83.3 +45.8 -47.1 +45.8 -RD-T 85 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 90 ft +50.8 -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 +49.9 -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 +46.8 -08.1 +46.8 -82.4 95 ft +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +52.3 -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 +48.9 -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 -SL7 +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 +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 -94.6 110 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 +50.7 -91.S +50.0 -50.9 +50.0 -89.6 +49.4 -50.5 ♦49.4 -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 +49.9 -50.9 +49.8 -88.7 +48.8 -50.2 +48.8 -86.0' 120 ft +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 +50.2 -89.4 +49.2 -50.6 +49.2 -86.6 125 ft +53.8 -53.8 +53.6 -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 -87.2 130 k +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 +52.5 -52.4 +51.5 -92.3 +50.9 -52.0 +50.9 .90.6 +49.9 -51.3 +49.9 -87.8 - 135 ft +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 It +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 +52.9 -53.6 +52.9 -95.4 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.8 +50.5 -51.9 +50.5 -89.0 145 ft +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 + - +S5.2 -101.2 +54.1 -54.5 +54.1 -98.3 + - +53.2 -96.0 +52.5 -53.4 +52.5 -94.0 +51.9 -53.0 +51.9 -92.4 +50.8 -52.3 + 150 ft +55.5 -55.5 +55.5 -301.8 +55.5 -55.5 +55.5 -101. +55.5 -55.5 +55.5 -301.8 +54.4-54.8 +54.4 -98.9 +53.6 -54.2 53.6 -96.6 +52.6 -53.7 +52.8 -94.6 +52.2 -53.3 +52.2 -92.9 +51.1 -52.6 +51.1 -90.0 155 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. - .5 +53.9 -97.1 +53.1 -54.0 +53.1 -95.1 +52.5 -53.6 +52.5 -93.4 +51.4 -52.9 160 ft +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -302.9 +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 +51.7 265 ft +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -303.5 +55.3 -55.7 +55.3 -300.6 +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.ti 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 +57.3 -57.3 +57.3 -305.0 +57.3 -57.3 +57.3 -305.0 +57.3 -57.3 +57.3 -305.0 +56.2 -56.6 +56.2 -102.1 +55.3 -56.0 +55.3 -99.7 +54.5 -55:4 +54.5 -97.7 +53.9 -55.0 +53.9 -95.9 +52.8 -54.3 +52.8 -92.9 185 R +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 +53.0 -54.5 +53.0 -93.4 190 ft +57.8 -57.8 +57.9 -106.0 +57.9 -57.8 +57.8 -106.0 +57.8 -57.8 +57.8 .106.0 +56.7 -57.1 +56.7 -103.1 -+55.8 -56.5 +55.8 -300.6 +55.0 -56.0 +55.0 .99.6 +54.4 -55.5 +54.4 .96.8 +53.3 -54.8 +53.3 -93.8 195 ft +58.1 -58.1 +58.1 -106.5 +58.1 -58.1 +58.1 -106.5 +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 -97.2 +53.5 -55.0 +53.5 -94.3 200 ft +58.4 -58.4 +58.4 -307.0 +58.4 -58.4 +58.4 -107.0 +58.4 -58.3 +58.4 -107.0 +57.2 -57.6 +57.2 -104.0 +56.3 -57.0 +56.3 .101.5 +55.5 -56.5 +55.5 .99.5 +54.9 .56.0 +54.9 -97.7 +53.7 -5S.3 +53.7 -94.7 IJI • Design conforms to the Florida Building Code Oth Ed(2017). F• Tabulated design wind loads am based on A50E 7.10 speclRrations for vents and cladding based an design criteria as noted herein. components g g • When this document Is used for Permit, applicability of design criteria noted herein III Wind Speed, Eaposure category, Risk Category, etc.) shall be verified by the contractor & building official prior, to construction. • This specification may be used in conjunction with engineering under W separate certification (by this engineer or byothers) using Allowable Stress WDesign(ASD). U •Refer to theabove-noted ASCE 7 standard for descriptions and definitions of all design criteria. 2200 N Federal Hwy, #200, Beca Raton, R. 33432 1 • Wind Speed noted above Is ultimate design wind speed (3-second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the enderior component or cladding surface res ectivel. P B P Y • Where"Mean(average)Roof Height" be determined, peak roof 8 . height shall be used, except that eave heightshali be used for roof angle less than or equal to 10•. Roundup tovaluesshown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 510' has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of(height zwidth] or[ht g ht/3]. Round dawn to values shown. • Zones 4 & 5 ("Interior" and "comer" zones, respectively) are as shown to the right, where the dimension "a" is the minimum of SOW, of the building's least horizontal dimension or 4016 of the mean roof height. ei ht but never less g than 3'-0" or 4%of the least horizontal dimension. •This specification isolated hill, for use with arpmures NOT lowed in the upper one -hail of n I isolated hill, ridge or escarpment. •Thdi gedFlwial Is valid for use with buildingsofan' Risk category, Including essential hcilltiez and buildings or other structures that represent a substantial hazard to human life in the event of failure. • Design is based on structure ciassBlcatlon as Enclosed Bldg Copyright ©2018 Easy Seals rev 0118 Valid only with engineer's signature 1&'11y`��ised seal Dan 09L Christian LangIft PE FL PE #67382 MA431124 Doc No. AlOMS.160D Customer: GRAFF WorkOrder Number: 01172018005N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -90.6 766.25 96 764.25 96 92.75 3"o.c. 3"o.c. 2 -90.6 241.75 96.25 241.75 96.25 93 3"o.c. Wo.c. 3 -55.6 53 66.75 66.5 69.25 66 6"o.c. 6"o.c. 4 -55.5 74.5 1 66.75 1 90 1 69.25 66 9"o.c. 9"o.c. Florida Building Code Online `, https://www.flc, - `' uilding.org/pr/pr�-app_dtl.aspx?param=wGEVXQw.. it -2.C.r i f r �I 111/•. )�-�k L-7 MW A r/ SCet Home Us In I User RegktaWb Hot Topbs Submt S.0 Me Stats&Facts PubB dom I FBCSoM Bctssm Map I Unk Sea¢b Flonda ax1 1.■p lriifi Product Approval V I USER: Pub&User J 6whv.Yr{A^m PmdoR Aoomval Menu>Pmduct or Application Search> Aoolra['on I k[> AppTi nDeUfl FL # FL7080-R� Application Type Re Z 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.mm 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@foldingshuttem.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshuttem.com Category i i act Proms tective Syyssteems Subcategory 4 e abl��j�� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Walter A. Tilllt Jr., P.E. the Evaluation Report Florida License _ PE-44167 Quality Assurance Entity PFS Corporation ----- Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. M Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL17080 R2 COI FOLDING SHUTTER CORP TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE7 0 O.PDE Standard TAB 201, 202, 203 Year 1994 1 of 2 1215/2017, 11:46 AM Florida Building Code Online https://www.fli "!tuilding.org/pr/prLappjtl.aspx?param---wGEVXQw.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of DrodurFc Method 1 Option D 08/17/2017 08/18/2017 08/23/2017 10/10/2017 FL # Model, Number or Name Description 17080:1� Titan II Folding Impact Protective System/HVHZ & NHVHZ (Drawing Extruded aluminum blades folded together through knuckles and retained by tracks to provide Hurricane Protection #17-082) Limits of Use I onlin structlons Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design load and 5'-2" for +160, -160 p.s.f. A.S.D. design Ioad.See sheet 13 for additional spans and loads. ,FL17080-R211 FOLDING SHUTTE_ R.CORP M.1y1 f'7- 82:p — alter A. Tillit Jr., P.E. P - FCreated by Indepen en yr arty: Yes Evaluation Reports F1.17080 R2 AE FOLDING SHATTER CORP TITAN II FOLDING PROT SYSTEM Product Evaluation Repo 17-9725.01 DRWG 17 D.PDF Created by Independent Third Party: Yes eatl Ne- Contact Bs :: 2691 Blair Stone Road,Tallahassee FIL 323ao Phone: 850-487-1824 The State of Fiords is an AAJIMe employer. Camvrkht 2007-2013 state of FbrM :: Privacy statement ::Acsessbi!V statement:: Refund Statement Under Florida law, email addresses are public records. Yyou do not want your a -mad address released in response to a pubricrecords request, do not send electronk mad to this entity. Instead, Conrad the office by phone or by tredMonal mal ff you have any questions, please sontact 850.487.1395.'Pursaant to Section 455.275(1), FbrMa Statutes, effective October 1, 2012, licensees Ummed under Chapter455, F.S. must provide the Department wrh an email address R they have ore. The emaLs provided maybe used for official rommusi atbn win the keneee. However emalladdresses are public record. If you do not w(sh to supply a personal address, pease pmvMe the Department with an small address whkh can be made avatabk to the public. To determine V you are a btanowe under Chapter 455, FS., please cock here . Product Approval AoxPts: ® �iC—dK1 Gredit'Card' 2 of 2 12/5/2017, 11:46 AM I. TITAN 9 kMIDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH ME 2017 (6tA EDITION) OF ME FLORIDA BUILDING WOE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DAMZ) AND OUT OF THEM (NHVHZ). DESIGN WIND LOADS SHALL BE CETEA NED, AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY ME JURISDICTION WHERE MIS PRODUCT TO K INSTALLED FOR A DIRECIIDNALTY FACTOR M-0.85. USING ASCE 7-10 AND SHALL NOT IXCEEO ME MAGNUM &S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO YFAITY ME ABOVE CONDITION. ULTIMATE DEENG WIND LOADS DETERMINED PER ISCE 7-10 SHALL BE RRST REDUCED TO ASD. DESIGN WIND LWS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (&S.D.) MICR PRESSURE RATINGS INDICATED ON SHEEP 13. IN ORDER TO MIN MAY COMPONENTS & ANCHORS ON THIS P.E.O., AS TESTED, WERE NOT OVERSTRESSED, A 33 R INCREASE IN OFASTENERS F iASTENFRS W WOOD. FL E STRESS MRfl WINO LALEADS WAS NMI USED W THEW ANALYSIS. A DURATION FACTOR CD . 1.60 WAS USED MR VEWFICATON O INC. FLaRIM BUILDING CODE. _.. — — r_ ­,.oe ' uw.uowlvrva. 1-1u-n AS ILK SECTION 1616 & 1604 OF ME 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS (D & ® SHAL BE / 10 x 3'. 410-11T MINIMUM SERIES W/ 173.6 kv YIELD STRENGTH & I87.4 61 TENSILE SWENON. SCREWS SHALL BE CCATED WITH XVIAN 5000 SERIES FWOHOPOLWER COATNG, AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19301. 3. ALL ALUMINUM EXTRUSIONS SWILL BE ALUMINUM ASSOCAMOM ALLEY AND TEMPER AS INDICATED ON SHEET 2. MMNUM YIELD SiPENGIH FOR 6063-T6 ALLOY AT SLATS SHALL BE iy.25.9 W. _ 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 kei WELD STRENGTH AND 90 kM TEN56E STRENGTH OR CORROSION RESISIMN COATED CARBON STEEL IOW/BUILDIX TO SCREWS AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ALL ALUMINUM POP RIVER TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S. BOLTS TO BE ASTIH A-307 CALVµCED STEEL, OR AIV 304 08 316 SERIES STAINLESS SIM WITH W ksi MINIMUM YIELD STRENGTH. S, µCHORS TO WALL SHALL BE AS FOLLOW£ (UNLESS OTHERWISE NOTED) W TO IXISTING POUREO CONCRETE - 1/4' 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY. AS MANUFACTURED BY LTW. BUILEM INC. TO MIN. Fc.3192 Psi. - 1/4' 0 x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET µCHOPS TO MIN. Cc-3000 pi. - 1/4' 0 CREPE -TIER, AS MANUFACTUHED BY ELCO CONSTRUCTION PRODUCTS TO MIN. 1'c.3MO Dei. NDSS, AI) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR Ile 0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 11 A2) 3/4' SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO ME POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/27 LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PµELS. OR PAVERS BE MUND ON THE EKISIING WALL FLOOR, ANCHORS SHI BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES AI & A2 ABOVE. (B) TO IXISTNC CONCRETE BLOCK WALL: ASTM C-90. - 1/4' 0 TAPOON W/ ADVANCED THRFADFORM TECHNOLOGY. AS MANUFACTURED BY I.T.W. BUILUEX, INC. 1/4' 0 x 3/4' SOLD SET. AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. 1/4' 0 CREIE-FUE(, AS MANUFACTURED BY ELM CONSTRUCTION PRODUCTS. NOTES. 0.1) MINIMUM EMBEDMENT OF 1/4.0 TAPOON ANCHORS OR 1/4* 0 CRETE-PET( INTO CONCRETE BLOCK UNIT IS 1 1/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 13. 11 B.2) 3/4' SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED 0SS7 INTO ME CONCRETE BLOCK UNIT. NO YY EMBEDMENT INTO STUCCO "AST N PERMITTED. WWU 1FO WAU SS SCREWS USED SHALL BE 1 1/2' LONG WWMUY SHOULD STUCCO IXISf µIF 1' MINWUY FOR 1V011$ WITH NO STUCCO, 93) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME EGGING WALL, .Q ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS DOCATED ON NOTES BA & 01 ABOVE. (C) TO EKISTING WOOD FRAME BUILDING: C.0.46 MIN - 1/4' 0 TAPCON W/ ADVANCED THRFADFORY TECHNOLOGY, OR INC & ELCO CONSIRUCIICN-PRODUCTS, RESPECTIVELY. OR 1 14 NOTES. C.I) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4' 0 1/4' 0 NDS LAG SCREWS INTO ME WOOD FRAME UNIT SHALL BI CONNECTION TYPE MID 2' FOR C5. OR AS INDICATED ON WOOD PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART O2) MINYUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' 0 CRETE- LAL SCREWS IMD WOOD SHALL BE AS SHOWN ON MEETS 10 T CZ) INCASE MAT'PRECAST STONE, PRECAST CONCRETE OR BRICK PF MINIMUM THREADED PENETRMotion SHALL BE ATION ENOUGHNG TION SHNL BE AREACH W MATME EEO ONNONO'� (D) TO EXISTING STEEL. STRIICIURE MIN. 12 GALE FY.M KSI (WAD) -Ile 0 IOW BIMDEX. TEK SCREWS, W/ FOLL THREAD PENERATI DA) MINIMUM EDGE OISfAHCE OF ITW BNLOEX TO: SCRM 1-. 7. ANCHORS SHALL BE WS ALLOO FOLLOWING ALL OF THE GEMINI IGWUFACTURER. B. R SHALL BE THE RESPONEBILNY OF THE CONTRACTOR TO VOFY TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERNµENT IPBTF. W A VISIBLE PLACE WO WARNINGS HOME DINNER.. TO1AV1 OR OTHERS, MUST PROPERLY LOCKS I, PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READ WITH SECTION 17019J OF ME FLOGGER BUILDING CODE ONE U LABEUNG TO COMPLY WIN SECTION 1709.9.2 OF WE FLORIDA St P CREPE -FLOC AS MWUFACNRED BY ITVT/BWUTE%. WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS, SCREWS DR C6 THRU CB 2 NO THREADED LOR 014 NDS WOOD SCREWS OR 1/PO HIS 12. ON ME OUSTING I OTONS AND SPECIFICATIONS OF THE ANCHOR OF ME STRUCTURE MOE PRODUCT IS ATTACHED TO CONCRETE, BLOCK OR NOTE DURING PERIODS OP HURRICANE 'EMERHECES AND ENGAGE OR LOCK ALL LOCATOR AT PRODUCT W ACCORDANCE BE PLACED FOR EVERY OPENING. 11. FOLDING IMPACT PROTECTIVE SYSTEN'S W GGUATION SHALL COMPLY, WAIN SPECS INDICATED IN MS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY WE JURISDICTION INHERE PERMIT IS APPLIED M. 12. W THIS PRODUCT CVALUATON DOCUMENT (P.ED.) PREPARED BY 1 3 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L. MORE ME SITE CONDITIONS DEAATE FROM ME PMD. (B) COMPACTOR TO BE THIS PR 19LE FOR THE SELECTION. DOCUMENT PROSE µIT WSTAl1ATON INCLUDING CAFE SAFELY OF MIS PRODUCE SEASEDDU ON THIS PRODUCT EVALUATION D RUCTION PROVIDED HE/SHE DOER NOT DEVIATE FROM ME O2NDIIWH$ OfTNIID ON MIS DDCIIYFNf. CONSTRUCTION SAFETY AT SITE IS ME CbBPA4i0FC5 pE5PON9®(fIY, (C) THIS PRODUCE EVALWTION COMMENT WILL BE CONSIDERED WVALD IF MODIFIED. (U) WE ER OR MCHIFOCT MICH WILL BECOME MEOENGIINN� RECORD' (EO.R.)ECTS SHALL BE ED By A FOR ME PRROJEC AND 0 WILL BEE RESPONSIBLE TOR ME PROPER USE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO ME P.E.D. ENGINEER, SHALL SUBMIT TO THIS CARER ME SITE SPECIFIC DRAWNCS FOR REVIEW. (E) MIS P.E.D. SHALL BEAR ME DATE AND C DCINAL SEAL AND PREPARED IT. OF THE PROFESSIONAL ENGINEER THAT THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 0 YOn TLIRa we. INC. BUILDING CODE (High & Non High Velocity Humcone Zane) N II FOLDING IMPACT PROTECTIVE SYSTEM OPAYY Br: Y.L FOLDING SNUM CORP. MY Toav IIFLLCHPSAtt 4MENPLAY 9DUH,. n LTvn Ix lm0-u+m1 17-082 ...FMOew.aY,'._ cAAnna x9 sx¢T 1 or u ® WALL HEADER 6063-TS ALLOY pp FU' p Y qyf'. gY 9y ® SLAT WINDOW 606ED C ALLOY 30 B£ USE0 ONLY fAE W GRAAAONS JO FEET OR HIONER AOF GBAO£ MEASURED AT BOTTOM OF OPEMNG S£E NIS Z0, zl & 11 ON SHEET J.) J.J. © R" MAX. B.O. SILL/HEAD TRACK 606J-T6 ALLOY A IR m I zwr em• $ �I Ifn�• e.- r ,�..CEILWG�HEADER_ � _®�BOTTC ` 606J�T3 ACLDY � 6d63-TBA ]m• a LP I.am .mz• o v ©1 ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN, GUARD 606J-W A40Y 600-T6 ALLOY Tf © 31-6 0-16Y ACETAL THUMBSCREWS FOR , & & ® LOCKING TUBES AT CENTERPIECE COMPONENT a h It 12 I 0.125° 0.25' I© 1' 2° MPX 0.062' 0.002' "ONE, = i" ® RAIN HOOD 600-16 ALLOY FLORIDA BUILDING CODE (Mgh & Non Nigh Velo6ty Huvicone Zone) ° we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM v,. FOLDING SHUTTER CORP. O lnc. ECRIN° CONPINY lm° NNSIFQf gACE - uan¢ rt Y1N WEIi PNY g{p� EL 341] IWeYY6t]I T 7-D82 ;e m NPryN ev a ml° «e ..�IeT aen a of u NARY` - N 6E v5E9 Aa av WY 1A4 ALL NSTACIA s AS 4NOEYNL. WY WCCf/DE P1AfMINCdVS ns PEN Ms onaO. - Y{N. 0 MN n MY eE A' WE S T SPACED Mw. 14' MA AM. FY rD l M). 1rd _ ;%/Omni A va01 d�➢II3: N921' Mr. 9E Hf 2* 9.?.SM A NINIMDY rT<'APW Ie11N 11'YIN. ;ROM ENDS OF SGT MP h BOT10K 10 SGI Y : OR(5Jf N� AF C ADMC£NT PRM(.YT ® SLAT WNNDOW DETAIL (EIEMAFDW TABLE I: SOURCES FOR 0 & nvrAe PRIKADC51 naDwro wDYmD sax• eomumr �•� 1iPY1' / M92 KCMIRFMpn vm Mzw r%Haw sp S SPEL+i1C'GaANry i /SIN %02 DOU m/Li D.M] mV 16Lti1fDGl: 1EN511F YIFID s11GMDM i ASIY Dace 9.4oD v+l e.50D PLL ltEsaw snu>am Ar mD wm DnD 125W P.et n.{m Pu wvzu uaanus lslu %sa IaD.DDD PN. lls,DDD P•l. xDlam Moo I MlY %sa I9 n-m� IT PT_m� 5mC DEi ASIY 02W .T.Y S saa a uu ..% oP ... µnu Dena C-1 C4 S D-I MSS SFIf 1LW14N ASIY DI9ie laD •P e90 T Nam: H'IY SIRDIOM 111Ers wxs DM Asn Dele OMxIw1E ev...I. eeaD P...�. lExsnE SIaFS9ef0x 'BwulxFAMDiWD I ASM �aIe uer P•.0 eaeD P+� TABLE 2: SOURCES FOR I?MIL P.PoP011l6 &AGC MYYI PAPf /TasrWe 6PECIFlC OMVM sp xn ISIY %eY D.042 m/b' HEOWOGL' IFNmL nm sIIRiGM A51Y 11•DCO Pat ilIXIN4 Sleplam RI nE1D mo /SIY DnO lluVwL uCmYus Dm.n. ASIN DnD 10.O% 114 uo.D00 v+A uomvn aaD ixmwl P Asn DDsa ne n-m/. aOEfFlCDM Of 1Xffi L MM`SM AS1Y W9e 5.6 ID iri/P_i 11AYLL{9NY Mlsnrc mwv lux Am. Dlue USE O.C. UP (2) FOR TO SS' AT PANS 4 OR5 30' O r .c. o.o+(D ),O. 7+L, 7O+L o+10, sQ+to+t© 1�17 • , c�Trti�l� d NOTE: I SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS-7. 7A & 7B ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET it. SEE SECTIONS 7AW, 78W. 6W & 14W ON SHEET 12. or(3)W/ 1@3 ;V OR ig USE (3) AT 30' O.C. FOR SPAN URGER THA11 BB' UP TO 144- A. No.44167 • NOTES ON 0 & LOCKING 1 I. TWO (2) @ SHALL ALWAYS AT 30- O.C. MR SPANS UP T & BOTTOM AT LOCKING TUBES BE SECURED I T SEE. UMAT.MONS FOR R ON SHEET 2 I WILDING CODE (High & Non High Velocity Hurricane Zone) V II FOLDING IMPACT PROTECTIVE SYSTEM B^ XL FOLDING SNUM CORP. Yce9 1®RT¢FT %ACC Re eat n 17-062 �wloXYWYv,lYmeem aMTX4'Na lN, 4 w n omoW R.VN x000 (NON- I ) /10 . J' SS SL.i W/ 0.11Y LMG NMH BYSMING W/ A 0.130' }OP mM MO. 24V I.OSOO' 0.0. µ' 0.are• IA ali 0.0: Ovr Lonc eartaM . SEM. 0J]0' 00. N9 W w20'L1 mill ITPJ sac U %j 1' wN0 NYWN BUS.I.GS oma¢clllgx Cf y i 90ti M oPnO RIM xWo ma•.-nwerNwl .W. 1500' POP Rry . L I3N p1 (L•..• ...) eS p1 W/A=�J UW 11FFgTwNPL4Y ) Ir'ReL 1 �jI �y •i3 atlH•,e Llm OC11CN'PPo0K19 1 IH•e. 1, M.J 13/a• I sClun ort 1 ss 16 wlnl 0-ao ' 1/t e' I111LL Omm"', PC I NASRpt 0 r O.0 PoP., -- M G)• En / WALL FACE MOUNTING INSTALLATION mismou/1xMNss (scc sMF£r u) % ITyp r-). Sxu/4.T oR 1/(F Llm mum xWaNG (DP.) SECTION 2 wN ae rt o s nc. WALL FACE MOUNTING INSTALLATION aul. SECTION 1 yr sG rW a FOR I mArav a cxoa r mrcMGlRgmytM�RUmi PxN F•-PWHfl1 CONtlIEiE 0 µPl ePAGIe SE69—GERED ANCHOR SPACINQ DECOR DETAIL F0 6ml A. INSTALLATIONS DETAILS INTO CONCRETE .............CENT/���✓ ;"� A.S.D. & CONCRETE BLOCKu SF'••.9. SCALE N.T.S. Q. 4167 } UM FOF COMBINAnON OF SECTONS; $. W }Y E.O. =EDGE DISTANCE 1- NOUNMIC SECTIONS CAN BE COMBINED (SEE SPECIFlCATIDNS ON S u 13) IN ANY WAY TO SUIT PNY INS�ALUTION.==�x,•., /;(V ,� nwi rc s ANAL T SEE IINRADONS FOfl ®ON SHEET 2 - PL SE1L/SIL.Y�YIp(/W}E 1 I I 41 Lxmwo xaN s,RvnIRML wAu mw ryECDRArtrE su) DESIGN PRESSURE MPNG - +F .O. -9DD PSFI RORIDAIBUIIDING CODE (Nigh e, Non Nlgh Velocity Hurricane Zone) Cann raaam wa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM pP 11 w' I L�E C O .I/g. FOLDING SHUTTER CORP. mu xminLr Iva ern PNM aWcw, n sin %L ,am-G]<lT mxo a vioweulxo mMPAxr rWa•P�-�xn Itne:so-m¢ n mu M.eal`o0a'l.`v' 17-002 oR.i`elc xo LxRT a a n no,ral AS N. PC nOwgA l I Iea 1/4-0 . ]/.- TIXS SCREW OR 1/4- . BOLTS W/ RY15 h WASHER O 6' ON POURED M'C(STE OR_ CONCRIIE NAIL BEOUWEO CONNECTION G \% W. (SEE SHEET 13)------ W (2) mo, RI /10 . ]' S.S. S.YS. W/E OR,WANO BUSNINC W/ A SAW 1 IWG TOP SEC11tl10.&. YP'. 5EPNNMx 10 OM. AND 0.]Ci' LQ .01 6 s _ "W LCNO_BOROY SOOq� [—(ff S=CN 0]i0 ¢0. MYO OM SYEEE ]) o]6r L6. I SORT THUR SS. ROLLER HOUSWO SM.S. 1/4'. n 9 3/18' OWM. PoP RMl4 O ,r ^ S tD- D.a emH DDEs (SEE SHEET IJJ N.TFANATE IE6 / a oNcn6x owExr<nox L 1/a•.. J/r Tucs s_Rex w/ POURED CONCRIEWaSMER OH 1I. a J/.• CDNCFEIE BIDLI( WNL� ECtM W/ x11R 4 5/D' WASHER O REDUMED I.OD. BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. COTE FOq MMB NA�ON OF�rCT=: It E.D. v EDGE DISTANCE ZANY SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 10) IN ANY WAY TO SUIT ANY WSTPLIATION. T SEE LIMITATIONS FOB ® ON SHEET 2 V 1 x TO GI.bR� ON 1'—($nlE6ulc 1 ON $XRT I]) �j ) OF ]l„ E T MIE 3/I6' 01UM \ OLlEIn 3/I6' NUx. MP WYER 0 5- O.C. BYEIs O 6. O.C.. Aq 1 1 AT RFIR. 1 1 II Z� 1 n 9 ANY. POP il. O 10' O.0 BOM SIOR SIM E0. f0. I+OR dI It RA w/1 CONCflETASXFA & NOT k xUf O S' O.C. IE B=R WoOR 2-W.1/6' POWED COx u T6 CONT. Mw. CONCREW DICGx. SON 2OUNTER-TOP MOUNTING INSTALLATION ALTERN SECTION-5 AS.D. DESGN PRESSURE RATING- +6666.00..--/66.0 PSF ' YW. sVARATION r—(sEi saEoule I w+ s1aET IJ) rlllEatWE IFO I I O I MM. SEPA➢I.R N I TO GLISS (SEE $CIYD4E ON SRFEF 1]) 1 I or Jt r ii —J/I6. ".. POP RIVETS O IS- O.C. BOTH SLIDES R. 3/4- PLWO . REOIUWD BPS W/ TNT O Ir O.C. 6' O.C. -66.0 PSF —7z V� SOT R i B E0. E0. OP 1 C . 3/4' PoLTS W1 NOR'. & S/' WASHER 0 6' O.C. iED IL it, -6M.MOLINTING INSTALLATION ' �4A (BOTTOM), FLORIDA BUILDING CODE (H' h & Mon Hlyh Velocity Huniccne Zone) ]I ®cola mlEco u+G O. 44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM o Rn O9`•. 5= IL EIC O FOLDINGSHUTTER CORP: '. �,Ix •'. �o H�f�C •.Ve LNa ruEar T6zrwc • rnaErwxa wwAxT vuDN°'EL°1�i].R x W.. >sm mraen mm 17-082 DL(y0VA1uRE/W2 G.LIfA 1p11f1 L. Pl m ILWOM Ill 1 4m6a ny/n m win 1. 13 PoUNV) I O.C.- ROIUN /10 . r S.S. sNs. w/ MG xxan BUYIWG V/ A 0.130 POP PoVEI$ lO1S TOP 3CIpX OSOo' O Is' O.C. ¢Y!]' 1➢NB UL1 s[cMlx 0 OJ2- 0..0. ANO 1 ON I I I or y �10' I I N. SCPAN.TON xI i0 I� CUSS (.0 SOVOUIL ON I OPn�NeL NNx cUMO (NON-siXUCNRLL) I NTPINR ]/IC-.WIK POP NNLl6 o s- oc. AT PFM. 9 r1 ]/Ifi' A SM12-15 0 10- a C. BON voEs P R. NNN Ar ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SC : N.T.S. NOFF FOR COMB NATION OF �FCTO c - E.D. EDGE DISTANCE 1- MOUNTING SECTIONS cm BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN mymy TO SUR Pt11' INSTP1lAlI0N. T SEE LIMITATIONS FOR ® ON SHEET 2 4 .ffiE �T (Non- UG` cV.[Rp (NON-$ixUiUPM) µIFNf m 3/16' NN.. POP to s-wa N INN \ 2N, II •qt ]/16' NAN. POP NAM a to' OG O6M m sN (SFC GR0y SHfET i]) NM. CO. LTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM 1 SECTION 7B C .j'•' e % - G�IYS •'• ! � No, 44167 :. 7mur . Sihs�-w •I!1oe,,v [. f�dV `'P- RORIDA o20tT m1EtO we. IL� BUILDING CODE (High h Nea IGgh W!Odt, H.,&... TITAN II rOLDING IMPACT PROTECTIVE SYSTEM 2Nv) OWN60 FOULING SHUTTER CORP. 4m PN4errN rt]]e[] PN: Iew-6u , I rvJeWnq[M1IMv[mn 6n6nT nrE rrnwo a a InEplxc [64Purt .].....m Na I,wo-nzu+°�+°6v°11° is WYmGoeL[om 'a:LL1FR�TWr1 �r. P.E 1Loaw.D[. / «tIo 17-082 OW`iN0 xe m .. voET r V 13 1iI1'� ..,s,E.rYN�¢+`�RE/c[n: onm V: • U.' nla varw x' uc �xur. m�.uPm soo>Mx SPAN TURF MOUNTING INSTALLATION 3 x . Lr m sUrtv N RPE P[x SCROLL£ x- NxOr I/.. a/.• mo s.rn x oc uwxumNu�. TYPICAL Ell EERI jTL19E AT TOP) V, TYPICAL El EVATI&q#r AT MIOHEICHT) T SEE U1 WO1 FUR @ ON Ell TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) X TUBE SIZE MA%IMUM PRODUCTS AllAWABLE TUBE SPAN REO•D ANGLE LENGTH FA END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR 807014 TUBE TOP OR BOTTOM TUBE 60' 106.0" 13 8 2"x4"xl/B" 96' 85.0' 17 . 10 144" 69.0" 13 8 8O" 117.0' ❑ 10 2"x4"x1/4' 96' 110.0" 21 12 144' 91.01 21 12 BO" 109.0' 1 17 10 2"4"x1/8' 96" 100.0" 21 12 144' BLOW 17 10 80" 124.0" 21 12 2"x6"xl/8" 96" 114.0' 21 12 144' 9},0' 21 12 a .NN .0 - a nOry o' me 6HUTTERS HOW M&M h BELOW DOES NOT LECM) THE W. PRODUCT SPAN SHONN ON Tau I. TABLE 2: W}L. SPAN TUBE, LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MA%IMUM PROODUUICT SPA60" ALLOVIABLE TUBE SPAN REO'D ANGLE LENGTH EA END NUMBER OF ANCHORS PER END OF TUBE 76.0" 13 12 2'x4"x1/8' 98" 60.0" 17 15 14$ 4B.0- 13 12 80" 87.0' 21 18 2-x4'xf/4" 96' 79.0' 21 1B 144' 65.0' 21 1B 80" 77,0" 17 15 2"x5"x1/8" 96" 70.0" 21 1B 144' 57.0' 17 15 80' B8.0" 21 18 2%6'xl/8" 96" 81.0" 21 18 144" 66.0" 21 18 II II 0 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE ojo OR GROUTED CONCRETE BLOCK WALL SCUL N.TS. O\1O ,I..Ai%r„ YM ASO. DIMCH PRESSURE RATNG s]2.O PSF j�tpW.:/i� lids I FLORIDAI BUILDING CODE (High k Non High Velouty HuHicune Zone) /• n10 44167 •.: x on" mrtm we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM c^M`h on a I ECOL■D. FOLDING SHUTTER CORP. ° d " y•; O •., .� / a'•�' ` . OBIDP.:' •` •�(�-� D nun resnxc a rraxcuuxc wYPAnr „.xx•=N. ax.nx. axns nauR s wlxewx.em o �1"a xESr PMM eoa. Px Avn 17-082. :17* 1 .../aweu.xx...wn xo wu/O.rz rtmaw uc / uln oN �..00 a.. .1 . avn a or 1x r _I (��/nle- 4 w+cls 1 / . s/oe I � \3 BUILD —OUT END CONDITION 3/:l a O.0 ����r�lm EXTERIOR a Die l HORIZONTAL SECTION 20 ga g u�oau NIWOMY SCCM. $dRY YCI bA; eXvam av ]k MAY VARY AT I/31 SW AT TRAPPDI INSTAW11gNS t SBT IG61 mN5 TDR ©ON 5lIFET 2 ••/fir R151gC SIWCRiPE NOTE T ONE LOCKING TUBE, PART P� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CEMERPIECE ®OR (5), INSERTED INTO THE BOTTOM OF EACH AWMINUM LOOKING TUBE (a A SCUD THFRMOPLASTIC TP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357"X0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE Q AND SECURED INTO R WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WRH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475%0.475'X0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, WA A 0.368'x0.365%0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ti81 . THE TOP OF THE PIECE MUST INCLUDE A 0.684' DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE HERMOPLISTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TIP INSTALLED AT @' SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) or QOt tea FXRXOR) 4 OR( SHOV MX onn END LOCK ANGLE ... ugnu A. 3' or 30.' a .. [e• as END LOCK ANGLE 10@Vrt4 SC2X � sysYsEEpEv' E i v is/ro axc O 6' aC. tltvm mlaaa OR CMWOR) Na¢ w . SIC'On FLORIDAISUILOING CODE (H6gh h Non High Velocity Hurricane Zwe) MRCO "'c. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ner3ex; B0 G FOLDNG SHUTO CORP. 0 1xg. 1083 ��� PI:LC 'NOINE[RINO COYP/.NT 's Yrw[ uRmu. R aix - wssT vuu gesx R 3][O R! [eOYN{-BTI 17-082 tNeY11�1Y1 IH�euaa� pv wvJdGpNUIYRWn OMVXO Xa ]NFL} 9 Cf 13 r.ar A..1 ule] n _ _ G )o¢ oR Jna' vaP Rum Pm umc )o Eu¢ ERRrr-nEn xcxans G NGIC la SIIB END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) Ku. : 4 c �.TM GI P.E eFPt/eMiYNRE/bllE N1e4C A V[M ILE EP YG' )xE1F mm Smg AT HEAD PLAN VIEW A —A MO SILL Ma BOTH SIDES OF PRODUCE BE W mm- Pon . on I/.• . Ve nYs .Y Ea fl es W1eEM W ILEM nmYc mPYEIURE gN e FLORICAIBUMMO CODE (High h Non High Volacty Hurricane Zone) mn Rv¢o ac TITRN II FOLDING IMPACT 'PROTECTIVE SYSTEM I ovrJU m' I WL FOLDING SHUM CORP, a)drz° E C 0,,.. 7M •� ) H'� ern R lllo l R JJ.n i�t CN0INCC.4LVa COYP/NY 17-082 vAN LlYecavtlF�vYm1„ m.. taCTryv.dt.nme menel H. H-Y 6>16 eMECI G y1J Ve N .F. ♦ N. P PoOC,Yd, e. P 44167 MIN pou'ss. &M.& W/ 1/2'r .]/P LONG NM1ON B"N6 Dry TOP) ANO 1' W. (FA. BOTNY). UR AT IpLLFR mmHc (TP.) -- I 'nouns u Lll� o.ass•. (m.7 z•.r Cwrt. waao GOER PEO'0. ( /10 . 3' 4.4 S.M.S W/ 3/15• µOM. POP OD13• Laxc xnnx RNflS, a 15• os. eUWNG W/ A also• Carr CWBCIM Ct WO -W SDMOM 0.500' oo .z2o' 0.Ow 0. MO 0RI3" LE. MO OLIR 022]• LNG BOTTOM w IIvY 1 0! sELTOx M320" O0. Mo 51RIPPMO u 0.2NF13E'7° 59f(m.) ( iH ( 1° Ox F 211' CONL TO Lu55 (SIDE scmXE I Or NWu OH SNEEL I]) ;(j 1 214" CONT.WWO PUTT ftEab. ) yy _ � I �' 11 ,�'II' CgO3L1A1N Cl / I` III WALL--FkCE—WQU4kWtJG• wommomM • •\ T SEE UMITAMONS FOR ® ON SHEET 2 NOTF9' NOTE FOR COMBINATION OF SECT ONS; 1— FOR W000 MIN. CONBTRUCDON: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOVPL 1— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALIATION. A. NUN. POP O 15. PC. E •., ✓ ( FLORIDA BUILDING CODE (HI9h k Non High VWb°BY Hurricane Zone) Ni.44167 'L m 2aiT nTFw °'� TITAN IL ECC TNe. It FOLDING IMPACT PROTECTIVE STSTEM oRPrr or. FOLDING SHUTTER CORP. yyx.g R°�13 ...+aa.w�...v OL O .�' ] t iIWT 1FSTIHO f.EN°INE°FAIN° CGMPANY -m0a: m•.eweL.d. Wn�oh"nloiLt1pj!':ii e'i' 17-082 owaLc xe sxm ra of is '. 'F/OME BOVPS W/ NUIi It WASHER O C OC. i \ 11B' (Min.) [p51R10 W000 BFIw OF EAUSTI RA. "A To BU ! Of CYISNNB 1M RGM 10 -WNL iW15x 0.060' THICK ii CFRMEO BY REfJ51FRE0 1 SEE LIMITATIONS FOR ® ON SHEET 2 0`6VEFA OR ASCIETECT PIOOR R'aC" ROLLER HW9NC )O wvOwL'1 OaTNUnON MOD HWfli - \ O DOTAL RAN HOW NOTE FOR LOYBIN4RON OF cECT ONE REOb. % �/ \ ED. E0. 1 (om-STnucru ) T- MOUNRNO SECRONS CAN BE. COMB INED 8 ' / LORG Sb. S.US. W/ I/2'Y Y]/°" IN ANY WAY TO SUR ANY INSTALLATION. Ca 1� LCNO N1lol1 BOBIOHC. CT TOP) I V �AT R'LUERMIN)115' G (IK�• BYCEm [7 (g) NWpR �' 1- FOfl W000 FRAME CONSTRUCTION: WOOD MEMBERS TO "----- y ROIJERS BE HAVE A YIN. SPECIflC OENSIIY OF OA6 OR EOWLL 0 I IpyCTS, ILO a Y S / S.S. v/ 093' IONO NflAll AIEPJUiC IfC— O Ie" O.C. BOSNHC W/ A 0.1A' LONG TOP YCOON IOGPON CONE. 1 O50Y O.D. AND 0.&5' Lc AND 0.223• WNG (SEE NO)E Q O.IBJS02mm. 0J0' BOTTOM SECTOR 0.]20' QD. AND e.215' IE. IAIRIp'NE'IUTHER 1 ) M01. SCPNUTOV 0 CU55 I or (SEE scxEolRE ON SHEEP 1]) / __�lTli1�f�_T __Y(_ISN4F)E•_N) �nlEDUILOEx JAA14 RATION V I I F' OStAss (SEE SEro or ON E, ) � or ONEHEETu) ALTERNATE LED;,P.N 0'5-0. LOCATION � O(AYqTNO-NSOLIRUPNCI' 1N A)CWCGLIECFr RFIA. a-__.____�ELNMTE (SEE MORE 0IEI 1 it ARRNLIE E $JJ I•il I n a ' o F 3/1 AT RA 2.Mcw.l ____-- wo . 65^• A°�Yu— 0- n 9 ]/16' Auu. MY RWETs o 1 N '1 I c O le' O.C. BOTH SIDES u \ J ....... .� g � CO. I E0. • EO 6 k 11 t {I ' M�'ggc` qE°'O. w.x)rE L l/tR . a/r hunts S sa 1 1/ /4', a ]/e }FYS scREW 1 I t OR 1/A" a yf B'JLTs w/ NUTS 5/a• WAsnrR OR l I WASHER 0 0• D.C. I/A" . 5/r BOLTS w/ NUTS k i S/e" waHER O .' °A 1 III_ { I 0.VOYCT011 '�—wA1 Rxax '1 �WAIy iWSX BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4AV111xLW'rFOM) SECTION AW NOTE ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 0.44167 INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. OAIN.LL RVx nCOO (xox-sTRuenmW Film Al, MW25 O le' 0.4 I or 1 4 or t 3 weWallox m 2 I CM TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA Bt1ILDING CODE (High h Non High Velocity Hurricane Zone) on" mTEm Inc TITAN, 11 FOLDING IMPACT PROTECTIVE SYSTEM I ORnN Ric Y.L MECO,et FOLDING SHUIFER CORP. EAR, R, IMO . ENDW RING COW.WT 1055 MOIRQf nI6 "Do PAMl aetn. n.wn TL IeaT-eu-OPL ..aJJep.AUHavam 17-082 ppAYlYe Na w,ow.alu min-�. 'A"ZeLrom •Ovyu�_in w� .S FB-OWp)10 AO,E,,.FU7.. PE iNR01R Yc. MAID) 511[R 11 Of 1] UIN. SFDPRATON To GU S (sm scxcoG.E ON SNEET 1]) W45xp1 O \- 0.G I ..TTANATE UG 4I IHCN00. LOC . (SEE NOTEE •)--\ /X FII6E Of SVR 6 MP110191E 7 MIN, Ear] �I' MIN, ED. FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) INN. SEPARATION I To cuss t & �(SEE N mIT) ax �IIJ m ]] I{tllL:'j� 'N J. (-ON- L RMN Au q (HON-SIRUCIYR4J m ]'ae- Mw..11000 OEEN RETNINEp INo fPUSN NLOWm) EDX or SVH IF PWGBE 1 SEE LIMITATIONS FOR ©ON SHEET R ALT NOTE FOR COMBNALON OF SECIONG 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSNW.TION. 1 C0M. ii0TE5: PIAIE REO'p. 1- FOR W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIE C DENSITY OF 0.46 OR EQUAL -I 3- SEE. SECTIONS 6W & I4W FOR MAY. ASO. DESIGN or PRESSURE RATING & SPANS `r scREYs W a' ac. w (z) 1/vP TNOS A av ICaro ORE 1/4% BFTWLEN TRIIS5E5 \ T— ' N1CN°R] I ]la APC N OR IIVIO E 1/L i _..._ m0E IV AWOb81F) Np5 46 SCRONS AT MIOWION OF FA SNp W/ R 1/Y Ion 1NRF/Dm ANEIIUttIX INTO WpY SM (R) IMLN LI/a- IM;. R1N000 g0.lIN4 SOFFif 0.0LLFAs /100• s.& &MS. W Omy. Dvp.) / VP) a/a- LONG TWLW SOM.X EFT LOP) AND 1• IdYG /lo . r S.S. Gu.s, w/ I B � 0n. Bmrcuh gcEPr a RauFR xwswG P.) 0 LONG HIIDN BKmNMC W/A0.150• INSTALLATIONS DE.TIAl'L'S�•--;.. Do. D sECll_ON aSb• OM. pL. AND 03.3 I. N10 I O.IES.O3F0' GTIONOZ BGITDN �NIN. SE PARS ! w;w.�•AR ' o� INTO W00L1P�; ��r✓ sEc1Nx o.szo- O.D. INO L0 cIISs wFALNER I �• q azaS i.a ISM SCHEDNE— STRI FA or { ba SCALE N.T.S. • ••FENS "•. D]PJ oN sxEEr ts1 I sm M.) `fl I No.44167 ' HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) ost8. 'U....••'��'1 Ai MA)(. A.S.D. DESIGN PRESSURE RATING +60.0. -60.0 PSF .• P , � YIN. or Lw.'OP mvErs = CONNECTOR On M E.O. Rtl.'SH I I Gr @ t 3/a• TFx O 6. a. S/a' FLORIDA,BUII.DING CODE (Mgh & Non High VBIONIY Hurri..OB Zone) Owl, o=o NO, TRAN It FOLDING IMPACT PROTECTIVE SYSTEM L EC O FOULING SHUTTER CORP. °'M/" EMo. �� 1mSlBR PIrOC' nrz IN° A ENGINEERING COUP 4 sa xa wnn. aum,s n v1. R'Esf PXN BDa. iL ']\I] 17-082 w.neeM.en, [R-GV6FIP �Aov: ....r rewNw...ar. 0. RO 41fRA10]R y PE. x°N°` M'. 1� ul� 91RT Iz Or 1] sre N, NNpNIM sATz sP s A a.1 WY. ANCM4E F T, 30 psf 144.0' 144" 1 150 Ib ft 35 psf 60.0' 60" 1 88 Ib ft 100.0- 100" 1 146 Ip ft 144- 144' fl 210 Ib 40 psf 60.0' fi0" 100 Ib f[ I30.0' IGO.1 167 Ib ft 144' 144" 240 ID ff 46 DO 60.0' 60.0" 115 lb It 111 80.0' 154 Ib ft 97.0" 97.0- 187 Ib/ft 115.0' 115.0" 221 It, It 144" 144" 276 Ib fl 50 psf 60.0" 60.0" 125 ID fl 89.0' 89.0' 187 lb it 100.0" 100.0' 208 ID It 120.0' 120.0' 250 Ib Il 144' 140" 300 Ib ft 55 Psl 60.0' 60.0' 136 Ib It B1,0" B1.0" 187 ID fl 100.0' IOOT0- 229 lb/it 120.0" 120.0' 275 ID fl 137" 134' 330 Ib Il 60.0' 60.0" 150 Ib ft ED`F¢O 100.0" 100. ' 26016 fl 15.0' 2 131' 128" 346 Ib fl 65 psf 59.0" 59.0" 160 Ib Il 92D' 92.0" 049 Ib it 100.0" 100.0" 271 Ib fl 126' 123" 360 ID ft 70 psI 60.0' 6D.0" 175 Ib ft 100.0" 100.0' 292 10 fl 121" 118" 374 Ib fl 75 psf 59.0' 59.0" 187 Ib ft 100.0 100.0" 313 Ib fl 117" 114" 387 Ib II 80 psf 113" 111` QO to B 07" 100 I?f 101" 99"D A4] tb ftl 94" 120 psI 87" 82' 484 Ib ft 130 psf 80" 70' 1 483 Ib ft 140 Pei 74" 70" 484 ID ft 150 WI fig' 6fi" 40J lb fl 160 psf 65" 62" 1483 Ib it Arl9TcsL L+: UMMUN ALLO Ui PRODUCT SPAN MR A GIVEN POSITIVE AS.O DESIGN PRESSURE RATING. I::.. KLOM51.E PRODUCT SPAN MR A GIVEN NEGATIVE ASD. DESIGN PRESSURE RPTNG. RIVAL MAGNUM AELOPQUE PRODUCT SPAN IS EQUAL TO ME MINIMUM DETERMINED PRODUKY SPAN BLTVEEN"L+' AND 1--". CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE A B C A C E A C F 9 425 LB/FT - 38B LB/FT 157 LB/F 134 LB/F 256 LB/FT 397 LB/Fr CI 6 473 LB FT 418 LB/FT 236 LB/F 202 LB/FT 383 LB/F 432 !: F 12 387 LB FT - 334 LB FT 166 LB F 142 LB FT 271 LB FT 347 LB FT C2 9 456 LB FT 362 LB FT 250 LB FT 190 LB FT 318LB F 360 LB FT 6 525 LB/FT 419 LB/Fr 312 LB/FT 2B5 LB/F 353 LB/F 7T3 LB/F 9 39D LB/FT 309 LB/F 157 LB/FT 134 LB/F 257 LB/FT 329 LB/F C3 6 496 LB/FT 375 'LB/F 236 LB/Fr 202 LB/F 298 LB/F 405 LB/F 3 1 813 LB/F 572 LB/F 326 -B/Fr 304 LB/F 418 LB/FT 631 LB/F 9 466 LB/FT 370 LB/F 157 LB/FT 134 LB/F 256 LB/FT 393 LB/FT C4 6 592 LB/F 448 LB/F 236 LB/Fr 202 LB/F 357 LB/F 483 LB/FT 3 972 LB/F 682 LB/F 389 LB/Fr 364 LB/F 500 LB/FT 753 LB/FT 9 281 LB/F 224 LB/F 81 LB/Fr 83 LB/F 143 LB/Fr 103 LB/FT C5 6 421 LB/F - 334 LB/FT 122 LB FT 125 LB/F 214 LB/FT 155 LB FT 3 843 LB/Fr - 670 LB/F 243 LB/FT 250 LB/FT 432 LB/F 311 LEII 9 273 LB/F 325 LB/F 215 LB/Fr - - 138 L8/FT 102 LB/F C6 6 410 LB/FT 487 LB/FT 323 LB/FT 207 LB/F 153 LB/F 3 822 -B/Fr 975 LB/FT 648 LB/FT 414 LB/FT 307 LB F 4 269 LB/F 301 LB/FT 183 LB/F 114 LB/F 153 LEI C7 3 358 -B/FT 402 LB/F 1 244 LB/Fri 1 1152 LB/F 204 LB/F 2 1 305 LB/F 12 491 LB/F 596 LB/F 409 LB/FF - - 265 LB/FT168 -B/FT CS 8 736 LB/F 894 WIFT 614 LB/F 1397 LB/FT 252 LB/F li 6 1 982 LB/F 1194 LB/Fr 619 LB/FT 530 -B/F 336TB/Fr SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE C ZONE 1 2,1 ZONE 4 5 -10" 2 1/2" 1" 2 5/8" AS LESS >5•-10" 2 5/8' + 1" 2 3/4"+ TO B'-3' >8 -3" 3 1/2' 1" 3 5/8" TO 12'-0" C AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. (MAX. ALLOWABLE REACTION: TOP & BOTTOM LB/FT) FOR CONCREIE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) T14AN AIM G O CNOWN ON ANCHOR SCHFOIII F CONNECTION TYPE ANCHOR SPACING 1 CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A i B C A C Cl 9 417 LB/Fr - 388 LEII - 134 LB FT 6 461 LB/Fr 418 LB FT - 202 LB FT 12 375 LB/Fr 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT - 190 LB/F 6 502 LB FT 419 LB/F - 285 LB/FT 9 372 LB/F 309 LB/FT - 134 LB/FT C3 6 469 LB/F: 375 LB/F - 202 LB/Fr 3 760 LB FT 572 LB/Fr - 304 LB/F - 9 445 LB/F: - - 134 LB/F 1 C4` 6 1 561 LB/FT 912 LB/FT. - 448. LB/FT - 202 LB/F 364'LB/FT 226 LB/F, - - 83 LB/F /CS yfi:� 339 LB/FT; - 334NL8/(;T - 125 LB/FT 3 681 LB/FTI - k 7Ai:LBI�qW - 250 LB/FT 221 LB/F' 251 LB/F 2 332 LB/FI 378 LB/F ;3 _ - - ' 3'/ 663 LB FI 750 LB FT; 64611E/F 232 LB/FTI 236 LB/F '1 C7 3 310 LB/F; 315 LB/FT 244 LB/F12 388 LB/Fi 460 LEII -409 -B/FT6 aa 582 LB/F; 691 LB/F 614 LB/Fr 6 777 LEII 921 LB/F 819 -B/FT ANCHORS_n�ILIF RSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION j MIN. E.D. MIN. SPACING CONIC. C.8LOCK WOOD STEEL CONIC, C.SLOCH WOOD STEEL A 1/4"0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 350" I2.50" R N/A 4.00" 4.00" N/A N/A B 1/4" 0 N 3/4" SOLID SET 3.50" '3.50" N/A N/A 3.00" 3.00" N/A N/A DRETE-Ft Djrl 3.00" 13.00" ❑ N/A 3.00" 3.00" N/A N/A E 1/4' 0 ITW-8UILDEX TEK SCREWS N/A I N/A N/A 1.OG" N/A N/A N/A 2.00' F (J14 N06- W000 SCREWS OR 1 L" NDS IAC SCREWS N/A I1 IN/A 0 N/A N/A N/A 2.00" N/A ,111 k 714Z FLORIDA. BUILDING CODE (High & Non High Velocity HNm,.D. Z.ns - anD, TIDE. C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N.A IL ECOEF,G. FOLDING SHUTTER CORP. ump, ,\ R R TNCDD0 64 ENOMFLNND .p PANY "...5 e[u"mxa: �E''un ."r'°°°", uvlu - p:.41N[opaol.[om I 7p"p N➢"T". Fl.10E xEST PRM eC1a, rL xun is leoo-w- .(tlygmNls 17-082 pMVxO No