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HomeMy WebLinkAboutProduct Approval Customer: VANSCOY WorkOrder Number: 05062020002 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 37.8 143 95.5 164 95.125 91.875 24"o.c. 9"o.c. 2 37.8 143 96 164 95.625 92.375 24"o.c. 9"o.c. 3 34.8 50 82 63.5 83.25 80 9"o.c. 6"o.c. IS OSCE 7-10 Design Wind Loads Wind speed v= 160 mph Exposure'C' Easy Sea eas sealscom For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 " Y Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg GCPi= 0.i8 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 Triburary area at least Mean 10 sq ft 15 sg It 20 sq ft 25 sq ft 30 sg ft 35 sq ft 40 sq ft 50 sg 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 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner up to: + + + + + + + + + - + I - + - + - + I - + I - + I - + I - 15 ft 1 +33.5-36.3 +33.5-44.8 +32.6-35.4 +32.6-43.1 +32.0-34.8 +32.0-41.8 +31.5-34.3 +31.51-40.8 +31.1-33.9 +31.1-40.0 +30.8-33.6 +30.8-39.4 +30.5-33.3 +30.5-38.8 1 +30.0-32.8 +30..0-37.8 16 ft +33.9-36.8 +33.9-45.4 +33.0-35.9 +33.0-43.7 +32.4-35.3 +32.4-42.4 +31.9-34.8 +31.9-41.4 +31.51-34.4 +31.5-40.6 +31.2-34.1 +31.2-39.9 +30.9-33.8 +30.9-39.3 +30.4-33.3 30.41-38.3 17 ft +34.4-37.3 +34.4-46.0 +33.5-36.4 +33.5-44.2 +32.8-35.7 +32.8-42.9 +32.3-35.2 +32.3-41.9 +31.9-34.8 +31.9-41.1 +31.6-34.5 +31.6-40.4 +31.3-34.2 +31.3-39.8 +30.8-33.7 +30.8-38.8 18 ft +34.8-37.7 +34.8-46.6 +33.9-36.8 +33.9-44.7 +33.2-36.2 +33.2-43.4 +32.7-35.7 +32.7-42.4 +32.3-35.3 +32.3-41.6 +32.0-34.9 +32.0-40.9 +31.7-34.6 +31.7-40.3 +31.2-34.1 +31.2-39.3 20 ft +35.6-38.6 +35.647.6 +34.6-37.6 +34.6-45.8 +34.0-37.0 +34.0-4.4 +33.5-36.5 +33.5-43.4 +33.0-36.0 +33.0-42.5 +32.7-35.7 +32.7-41.8 +32.4-35.4 +32.4-41.2 +31.8-34.9 +31.8-40.2 22 ft +36.3-39.4 +36.3 48.6 +35.3-38.4 +35.3 46.7 +34.7-37.7 +34.7-45.3 +34.1-37.2 +34.1-44.3 +33.7-36.8 +33.7-43.4 +33.3-36.4 +33.3-42.7 +33.0-36.1 +33.0-42.1 +32.5-35.6 +325-41.0 24 ft +37.01-40.1 +37.049.5 +36.0-39.1 +36.0-47.5 +35.3-38.4 +35.t-46.2 +34.8-37.9 +34.8-45.1 +34.3-37.5 +34.3-44.2 +34.0-37.1 +34.0-43.5 +33.6-36.8 +33.6-42.8 +33.1-36.2 +33.1-41.8 25 ft +37.3-40.4 +37.3-49.9 +36.3-39.5 +36.3-48.0 +35.6-38.8 +35. +35.1-38.2 +35.1-45.5 +34.6-37.8 +34.6-44.6 +34.2-37.4 +34.2-43.8 +33.9-37.1 +33.9-43.2 +33.4-36.5 +33.4-42.1 26 ft +37.6-40.8 +37.6-50.3 +36.6-39.8 +36.6-48.4 +35.9-39.1 +35. +35.4-38.5 +35.41-45.9 +34.9-38.1 +34.9-45.0 +34.51-37.7 +34.5-44.2 +34.2-37.4 +34.2-43.6 +33.7-36.8 +33.7-42.5 28 ft +38.21-41.4 1 +38.21-51.1 +37.21-40.4 +37.2-49.1 +36.5-39.7 +36.5-47.7 +35.9-39.1 +35.91-46.6 +35.51-38.7 +35.5-45.7 +35.11-38.3 +35.11-44.9 +34.7-38.0 +34.7-44.2 +34.2-37.4 +34.2-43.1 30 ft +38.71-42.0 +38.71-51.9 +37.71-41.0 +37.71-49.8 +37.01-40.3 +37.01-48.4 +36.41-39.7 +36.41-47.3 +36.01-39.3 +36.01-46.3 +35.61-38.9 +35.6'-45.6 +35.21-38.5 +35.21'-44.9 +34.7'-38.0 +34.7-43.8 32 ft +39.3-42.6 +39.31-52.6 +38.21-41.6 +38.21-50.5 +37.51-40.8 +37.5-49.0 +36.9-40.3 +36.91-47.9 +36.51-39.8 +36.5-47.0 +36.1-39.4 +36.1-46.2 1 +35.7-39.1 +35.71-45.5 +35.2-38.5 1 +35.2-44.4 34 ft +39.8-43.1 +39.8-53.3 +38.71-42.1 +38.71-51.2 +38.01-41.4 +38.0-49.7 +37.4-40.8 +37.4-48.5 +36.9-40.3 +36.9-47.6 +36.5-39.9 1 +36.5 46.8 +36.2-39.6 +36.2 46.1 +35.6-39.0 +35.6-44.9 35 ft +40.0-43.4 +40.0-53.6 +39.01-42.4 +39.0-51.5 +38.21-41.6 +38.21-50.0 +37.6-41.0 +37.61-48.8 +37.21-40.6 +37.21-47.9 +36.81-40.2 +36.8-47.1 +36.4-39.8 +36.4-46.4 +35.8-39.2 +35.8-45.2 36 ft +40.3-43.7 +40.3-53.9 +39.2-42.6 +39.2-51.8 +38.4-41.9 +38.41-50.3 +37.9-41.3 +37.9-49.1 +37.4-40.8 +37.4-48.2 +37.0-40.4 +37.0-47.3 +36.6-40.0 +36.6-46.6 +36.0-39.5 +36.0-45.5 38 ft +40.7-44.2 +40.7-54.5 +39.6-43.1 +39.61-52.4 +38.9-42.3 +38.9-50.8 +38.3-41.7 +38.3-49.7 +37.8-41.3 +37.8-48.7 +37.4-40.9 +37.4-47.9 +37.0 40.5 +37.01-47.2 +36.5-39.9 +36.51-46.0 40 ft +41.2-44.6 +41.2-55.1 +40.1 43.6 +40.11-52.9 +39.3-42.8 +39.3-51.4 +38.7-42.2 +38.71-50.2 +38.2-41.7 +38.2-49.2 +37.8-41.3 +37.8-48.4 +37.41-40.9 +37.4-47.7 +36.9-40.3 +36.9-46.5 42 ft +41.6-45.1 +41.61-55.7 +40.5 44.0 +40.5-53.5 +39.7-43.2 +39.71-51.9 +39.11-42.6 +39.11-50.7 +38.6-42.1 +38.6-49.7 +38.2-41.7 +38.2-48.9 +37.8-41.4 +37.8-48.2 +37.2-40.8 +37.2-47.0 44 ft +42.0-45.6 +42.01-56.2 +40.9-44.4 +40.9-54.0 +40.1-43.7 +40.11-52.4 +39.5-43.1 +39.5-51.2 +39.01-42.6 +39.0-50.2 +38.61-421.1 +38.6-49.4 +38.2-41.8 +38.2 48.7 +37.6-41.2 +37.6147.4 45 ft +42.2 45.8 +42.2-56.5 +41.1-44.7 +41.1-54.3 +40.3-43.9 +40.3-52.7 +39,7 43.3 +39.7-51.5 +39.2-42.8 +39.2-50.5 +38.8-42.3 +38.8 49.6 +38.4-42.0 +38.4-48.9 +37.8 41.4 +37.8-47.7 46 ft +42.4-46.0 +42.4-56.8 +41.3-44.9 +41.31-54.5 +40.5-44.1 +40.5-52.9 +39.9-43.5 +39.9-51.7 +39.4143.0 +39.41-50.7 +38.9-42.5 +38.9-49.9 +38.6-42.2 +38.6-49.1 +38.0-41.5 +38.0-47.9 48 ft +42.8-46.4 +42.8-57.3 +41.6-45.3 +41.6-55.0 +40.8-44.5 +40.8-53.4 +40.2-43.8 +40.2-52.2 +39.71-43.3 +39.71-51.2 +39.3-42.9 +39.3-50.3 +38.9-42.5 +38.9-49.6 +38.3-41.9 +38.3-48.3 50 ft +43.1-46.8 +43.1-57.8 +42.0-45.7 +42.0-55.5 +41.2-44.9 +41.2-53.9 +40.6-44.2 +40.6-52.6 +40.11-43.7 +40.11-51.6 +39.6-43.3 +39.61-50.7 +39.3-42.9 +39.3-50.0 +38.6-42.3 +38.6-48.7 52 ft +43.5 47.2 +43.5-58.2 +42.3-46.0 +42.3-55.9 +41.5-45.2 +41.5-54.3 +40.9-44.6 +40.9-53.1 +40.4 44.1 +40.41-52.0 +40.0-43.6 +40.0-51.2 +39.6-43.3 +39.6-50.4 +38.9-42.6 +38.91-49.1 54 ft +43.8-47.6 +43.81-58.7 +42.7-46.4 +42.7-56.4 +41.9 45.6 +41.9-54.8 +41.2-44.9 +41.2-53.5 +40.7-44.4 +40.7-52.4 +40.3-44.0 +40.3-51.6 +39.9,-43.6 +39.91-50.8 +39.3-43.0 +39.3-49.5 55 ft 1 +44.0-47.7 +44.0-58.9 +42.9-46.6 +42.9-56.6 +42.0-45.8 +42.0-55.0 +41.4-45.1 +41.41-53.7 +40.91-44.6 +40.9-52.6 +40.4-44.2 +40.4-51.8 +40.0-43.8 +40.0-51.0 1 +39.4-43.1 +39.4 49.7 56 ft +44.2-47.9 +44.2-59.2 +43.0-46.8 +43.0-56.8 +42.2-45.9 +42.2-55.2 +41.5-45.3 +41.51-53.9 +41.0-44.8 +41.0-52.8 +40.6-44.3 +40.6-52.0 +40.2-43.9 +40.2-51.2 +39.6-43.3 +39.6 J-49.958 ft +44.5-48.3 +44.5-59.6 +43.3-47.1 +43.3-57.2 +42.5-46.3 +42.5-55.6 +41.9-45.6 +41.9-54.3 +41.3-45.1 +41.3-53.2 +40.9-44.7 +40.9-52.3 +40.5-44.3 +40.5-51.6 +39.9-43.6 +39.9 60ft +44.8-48.6 +44.8-60.0 +43.6-47.4 +43.6-57.7 +42.8-46.6 +42.8-56.0 +42.2-46.0 +42.2-54.7 +41.6-45.4 +41.6-53.6 +41.2-45.0 +41.2-52.7 +40.8-44.6 +40.8-51.9 +40.1 43.9 +40.1 •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"comer"zones,respectively)are as shown to a a Valid only w1' engineer's l'- •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and away from the right,where the dimension"a"is the minimum of 10%of the building's signature& )sed seal O components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less z •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than T-0"or4%of the least horizontal dimension. 5 ^e 5 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 i `f shall be verified by the contractor&building official prior to construction. less than or equal to 10°.Round up to values shown upper one-ha[f of an isolated hill,ridge or escarpment. gMean •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 ofany Risk Category, ave Height 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 Z Design(ASD). roofslope s 10"has been considered, represent a substantial hazard to human life in the event of failure. Roof Ht Christian Cangleyw E uJ •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted in table(effective wind area)is equal to the •Design Is based on structure classification as Enclosed Bldg Peak Height U FL PE#67382 CA#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/31. Round down to values shown. wn,i EI CVATr1H 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2018 Easy Seals rev 1018 Doc No.AlOLS•160C REMOVABLE SPAN TUBE OPTION DESIGN NOTES: THOMAS J.TwOMEY, 6th EDITION FLORIDA BUILDING CODE (2017) & P.E.#25626 ASCE "ASD" 06/11/2020 MAX ALLOWABLE PRESSURE:+32.0/-34.8 PSF PER SEPARATE CERTIFICATION - VALID FOR(1)JOB(S)ONLY Side Vie w SYSTEM NOTES: W/ORIGINAL ENGINEER SEAL SHUTTER SYSTEM(S) SHALL BE INSTALLED PER PRODUCT APPROVAL DOCUMENTATION AS LISTED BELOW UNLESS NOTED OTHERWISE HEREIN. WC Q o ALLOWABLE SPANS, CONFIGURATIONS, etc. (i.e. C . M 2 J"x3"Xj" 6063—T6 ALL EXCEPT ANCHORAGE AND MOUNTING c') per FL# Alum. Angle Clip @ 4" CONDITIONS SHOWN HEREIN) SHALL BE AS ���jjjO �_ 17080—R 2 SPECIFIED IN PRODUCT APPROVAL(S) LISTED LL � 0 1 long per tube end BELOW. N N I • M 00 C14 FOLDING SHUTTER CORPORATION - TITAN II Ca M max. slat FOLDING IMPACT PROTECTIVE SYSTEM - A FL#17080-R2 lti span=80" w D- GENERA NNOTES•1. THIS EERED PLAN I5 INTENDED TO Z N PROVIDE ANCHORAGE FOR SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR (2) J J" Solid Set Anchors THE PURPOSE OF THE INSTALLATION OF n w/ J" SS mach. screws GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND a PROVIDED BY OTHERS. NO CERTIFICATION, EITHER ' hole per angle clip into conc/cmu EXPRESSED OR IMPLIED, IS OFFERED AS TO THE 2"X4"Xi" VALIDITY OR APPLICABILITY OF ANY PROPOSED O -6 C 6063—T6 'Q SYSTEM OR COMPONENT USED ALONG WITH THESE U m "T m N Alum. Tube PRESSURES UNLESS PRODUCT AND APPROVAL mcv� o d G INFORMATION IS SPECIFICALLY REFERENCED AND _c M U N ADDRESSED HEREIN. W Y J y =r� 2. NO CERTIFICATION OR REVIEW IS OFFERED LL >— J J" SS Teks Screws @ 6" O.C. ( ) ,> r `� 2 Solid Set Anchors THAT THE PROPOSED EGRESS MEET ANY EGRESS L REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ca to pD -o (2) " SS Teks w/ J" SS mach. screws ADDRESSED BY THE PERMITTING CONTRACTOR AND = c m c a ii Screws per per tube end into conc/cmU THE THELHOST ISTRNG UCTURE L IS ASSUMED TO BE O co o c angle Cllp ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY 0 3 U L THIS DESIGN AS WORK REPLACES THE EXISTING Z p` 3 Go : FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE 3 EXISTING HOST STRUCTURE, THIS ENGINEER SHALL co w D' CO BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE-INSPECT AND J > "x2"x�" 6063—T6 RE-EVALUATE DESIGN. NO WARRANTY, EITHER O Alum. C—Channel EXPRESSED OR IMPLIED,IS CONTAINED HEREIN. IL for shim(optional) 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL �a CONFORM TO THAT OF MANUFACTURER'S Front View SPECIFICATIONS AS SUMMARIZED HEREIN. p ' Po S. ALL FASTENERS TO BE #14 SAE GRADE 5 OR ��g 316 STAINLESS STEEL, OR CADMIUM PLATED OR p `a _ OTHERWISE CORROSION RESISTANT MATERIAL AND Y a 06 o 2 "x3"XA' 6063—T6 SHALL COMPLY WITH THE ALUMINUM ASSOCIATION U ¢ So Alum. Angle Clip ® 4' 4 INC., & APPLICABLE FEDERAL,STATE, AND LOCAL - F long per tube end CODES. o='s�F 1" 6. CONTRACTOR IS RESPONSIBLE TO INSULATE ALL cO MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT p og� ELECTROLYSIS,I.E.ALUMINUM PER F.B.C.2003.8.4. � � 2"X4"Xi" 7. ENGINEER SEAL AFFIXED HERETO VALIDATES „ STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS 6063—T6 3 SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES §to5 = =:$E8 &SAVES HARMLESS THIS ENGINEER FOR ALL COST& Alum. Tube DAMAGES INCLUDING LEGAL FEES&APPELLATE FES €y3so $ " BRICATION, SYSTEM ERECT ONRESULTING FROM MATERIAL A & CONSTRUCTION PRACT CES B YOND 05062020002 ,Ln 1 THAT WHICI H S CALLED FOR BY LOCAL, STATE, & .:j FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. PAGE DESCRIPTION: 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO „ ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE No ` 2 I INTENDED. of ll J � 49° max tube length—VIII * ALTERATIONS, ADDITIONS, OR OTHER Z! MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION O Florida Building Code Online Page 1 of 2 !1 BaS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map LMks Search *j^ Product Approval ' USER:Public User Product Aporoval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received 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 12/31/2028 Validated By Troy Bishop,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ,.. 2/12/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.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 EvaluationReports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::26D1 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hg[L. Product Approval Accepts: ®IM fi-R—MI PMlemma CrOd,t°Card http://www.floridab.uilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 GENERAL NOTES- 1-17TAN II FOLDING.IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E:D.) HAS BEEN VERIFIED FOR (C)To EXISTING WOOD FRAME BUILDING: G-0.46 MIN. CTIVE SYSTEM COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTE MAY BE INSTALLED AT RICH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON"W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'O.CRETE-FLEX,AS MANUFACTURED BY'ITW/BUILDEX, DETERMINED WIND LOADS SHALL BE OETMINED AS PER SECTIONS 1620(HVHZ) & 1609.(N11VHZ)OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'O NDS LAG.SCREWS. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION.WHERE THIS PRODUCT:TO BE INSTALLED FOR'A DIRECTIONALDY FACTOR NOTES: Kd-0.85• USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.O. DESIGN PRESSURE.RATING INDICATED ON SHEET 13. IN ORDER TO.VERIFY THE ABOVE CONDITION, ULTIMATE.DESING WIND LOADS DETERMINED PER ASCE:7-10 SHALL BE FIRST C.1)MINIMUM THREADED.PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SC ..REDUCED TO A.S.D. DESIGN WIND.LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX (ASASCREWS OR (ASA:) WOOD 0 NDS LAG'SCREWS INTO'THE-WOOD FRAME UNIT SHALL,BE 1 1/2'FOR CI THRU C4 AND CO RTHRUEWS C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE;AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED IN ORDER In VERIFY THAT,COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASEIN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS.A DURATION:FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON.OR'1/4'0 CRETE-TLE%OR d14 NDS WOOD'SCREws OR 1/4'0 NDS. OF FASTENERS IN'WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10.THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY.FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE.THAT PRECAST STORE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR.PAVERS BE-FOUND ON THE EXISTING SECTIONS 1626& 1809.i.2"OF,THE ABOVE MENTIONED CODE AS PE:R'TESTING:PERFORM ED AT HURRICANE ENGINEERINGTESi1NC. INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.L),HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF'SOUTH FLORIDA AS PER.PROTOCOLS TAS-201, MINIMUM THREADED.PENETRATION SHALE BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS.PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER STATION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE. FY-33 KSI (MIN.) MATERIAL. 2. STAINLESS STEEL:SHEET METAL SCREWS USED AT:SLATS(D&®SHALL BE/ 10 K 3', 410-RT.MINIMUM SERIES W/ 173.6 ks.YIELD -1/4'0 ITN BUILDS X.TEX SCREWS.W/FULL THREAD PENETRATION. STRENGTH AC 187,4 ksl TENSILE STRENGTH.:SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507, WEST'CHESTER PA 19381. NOTES, 3.ALL ALUMINUM.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW'1'. FOR 6063-T6 ALLOY AT SLATS SFWl BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kai YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL IIW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RNEIS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE..BLOCK OR 5. BOLTS TO BE ASTM A307 GALVANIZED STEEL; OR AISI 304 OR 316'SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOODFRAME BUILDINGS. 6.ANCHORS TO WALL.SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A). TO EXISTING POURED CONCRETE: LOCKS. 10,PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED ON'A READILY VISIBLE LOCATION AT PRODUCT W ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC.TO MIN. Fc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 z 3/4'SCUD SET,AS DISTRIBUTED BY ALL POINT-SOUD SET ANCHORS TO MIN. Pc-3000 pal.. LABELING TO COMPLY WITH.SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-REX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Pc=3350 psi. it.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE.PERMIT IS APPLIED TO. A7) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT'(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)'SHALL BE AS PER SHEET.13. _ INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4'SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR:TO BE RESPONSIBLE FOR THE SELECTION,.PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF ANIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT'EVALUATION DOCUMENT PROWDEEk HE/SHE DOES NOT'DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS'RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. WALL ANCHORAGER'SHALL BESAS(INDICATED ON NOTES.Al &A2ABOVE.BE LONG ENOUGH TO"REACH IWN.STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING.AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER,.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAP/4' W/ADVANCED THREADFORMDISTRIBUTED TECHNOLOGY, S MANUFACTURED BY I.T.W.BUILDIX,INC. (E) THIS P.E.D.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0:ETE-SOLID SEM,AS DISTRIBUTED EL ALL POINT SOLID.SET ANCHORS. PREPARED IT - 1/4'O CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. p * .. NOTE 8.11)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0.CRETE-FLEX INTO CONCRETE BLOCK UNIT LS 1 1/4'. 1MIEFE�•� f�4/ -- PERMITS IN T��ST TONLY�RUSAD TO OBTAIN MINIMUM EDGE'DISTANCE(ED.)SHALL BE AS PER SHEET 13. A P •'� 8.2) 3/4'SOLID SET ANCHORS.SHALL BE ENTIRELY EMBEDDED,(7/B.) INTO THE CONCRETE BLOCK UNIT. NO �`. - FLORIDA BUILDING CODE(High & Non High Velocity Humicone Zone) EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S'SCREWS USED SFWl BE 1 1/2'LONG02017 Tu7FCO INC. DW"BY: MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. I 0.44167 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM B:3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/20/17 ANCHORS SHALL IC LONG ENOUGH 8. RFFA0. THE MAIN STRUCTURE BEHIND SUCH PANELS:ANCHORAGE �' IL. E C O Ino. FOLDING $HUW CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 &B.2 ABOVE A, ,RLR TE5TING&ENGINEERING COMPANY 7000 HD6lPEIT PUCE •••7,(•'�1 �,AA W]Hw.iMR Sl.!b.]0]MMAM WP/01E,M1 3]150 N'ESf PAW 6FAGL FL.�.T{1� {{II••'0•••,1.1•T•E L��� r...�(waloaia�o.sy..X_3r,_,n1 R1: ns/5-8.771 17-082 NAL •P11_e/11 ma _�OoOoa.DIED �l WSnswn DRAWING N. WALTER A HINT Jr.P.E. �.- AP�4• 0511 5[r.F mown, ou5 ' P.E.517.T�SI�lN111RE/DATE FLORIDA Le: 41167 .SHEET .1 OF 13 low* .nn• s.wr 36e0• 3a" •e d 2 rasa• 3 � �• �_ a� •t; � rwa• .8 �;.asa•� � 4341• chT R 3: ©BEAT A36a• JA4• � e,,. ,sw• /• z7ao• SLAT WINDOW so6J-rs a.Lor � ©L_END ©EL.4T END z7ao• (TO BE USED.FOR.ALL IN-'-'.AnONS, 6067-76 ALLOY 6063-T5 ALLOY 6067-r5 ALLOY ® EXTERIOR CENTERPIECE MAY INCLUO£PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS DETAIL ON SHEET J) .JO FEET OR HIGHER ABOVE GRAOF Q INTERIOR CENTERPIECE 6063-T6.ACZOY MEASURED AT BOTTOM OF OPEN/NG 6067-76 ALLOY SEE COMPONENTS 20, 21 &-22 ON 59 SHEET 3.) .rasa• zne' •�' _ Q �' �• r.wT � 1.6J7•� ue- - .oaa• .aPa I r 8 .raP' g 3 � � '�+ .azr K _ .oaP• �. � r(�1 --oPs• .Ps _ �,am- i � oar- 9 .aw" �aa' I .Pas• T .�. 'R° zna• z.saa' .ana• zen• . !n zna ® WALL HEADER ®pn 2" MA� X �IB..O. ® CEIIJNG HEADER ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SlLI�/{11AQ TRACK 6063-TS ALLOY 6063-T6 ALLOY ® 6063=76 ALLOY 6063-T6.ALLOY y1 �zeaa t2 gg 'Os0- COMPONENT a D t1 12 4 •�, oy ,psP- � o .. 13 2" S" MAX. 0.125"" 0.125" h g •s 'S 061 H 0 2' 4'MAX. 0.25' 0.25" .oas• Iry Z ° © 1" 2" MAX. 0.062' 0.062" 4.44x• ©1 ALT BOTTOM TRACK ADAPTER .BOTTOM RAIN GUARD © ALUMINUM ANGLES RAIN HOOD 6063-775 ALLOY 6067-T5 ALLOY 6063-T6 ALLOY 6063-716 ALLOY O.CJ..1 PONEN TS .s0o• 1171 !61 AAA ���,..••'-�,"••.. '�"$ (~ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) .nay • \' ®2017 TM'h0°01C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM aRA69r: ,. \ C7/a0/17 ACETAL 3l8">�-16 FOLDING:SHUTTER CORP. DATE ® © IL E C O LOCKING TDyIT TESNNa'k CNGWEERWa Co... 70w KFYSTREET PUCE AT CENTERPIECE Jr°•aq°Nn°.°°°a n U,. T65T PA 11 BFACN R 73413 17-082 • �I , ,(]m1®,_ralo.rn.faWMl,-,'ur PM.•,BaO-04617, O 6063-T6 ALLOY l�io•'•••,IURt��:•'• AA r„gIL•6R4ca0aal.com vnrs8101ng1haltorwwm OMI/W0 No 6067-T6 ALLOY t �► d Ee-°005719 MIN. 28 1/2"LONG = WALTER 0.TILUT Jr.PF. m'"4 m aa• mina m FIDRIDA U.0 44167 m b-01• m/m, a SHEET 2 Of 13 Foo (J)ROWS'Or1/4'0 HOLES TaMArmu,s Q £A SPACED `°"IN B TH z-Cup EADH SIDE TABLE 1: SOURCES FOR & 1�� 0QO'/ DIRECTIONS. ,�. OF WINDOW(SEE TABLE'7) C KNUCKLE SLA 0 Q O SLATIS NUCKLE GRtI P10 1YP=PROPERRFS 54B/C IMtlCA11YE C4�) 080 �,P) r"91/SCIENCE PLASTIC fal N Q 20 lLL;AlII(ROLOIJ JI LE7(11N/G3 RESIN �QS/ 000 WEWING SPECIFIC.GRAM ASTM D792 0.043 10/In 0.043 DI QQ m WINDOW uFc�N r•;• M�PpVAr TENSILE YIELD SIREN CM ASTM DOB' 9.400 P•aJ. 9.500 P-.J. FLEXURAL SIRENGNL ATYIELDAST,0780 12.500 P,e.i. 13,400 p.1. 2 m FIDIURAI.MODULUS g57N 0790 3{0,000 p.al. 315,000 R.J. SNAP-IN END mFACE ,� 0� 1)DOTTOMNOTCHED IZOO ASTM 0256 18 FT-ID/N 17 rr-W�n AAX (SEE TABLE 2) R Nw-cPe'Sn"" .2843 47.2>< 64.5 9 MAK RATE OF BURNING ASTM D535 .0-I CUSS C-1 CLASS SELF IGNITION ASIN 01929 1010'F 960SLAT WINDOW yl SLAT WINDOWCK YffATHMNO: ASTM GIM d NATE VAEWINO TENSILE STRENGTH AFTER WEATHERING ASTM 0638 9302 p.P.i. 8840 p.,A. 2 Y y1 WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 0838 8461 p.ai. 8880 P.a.i. NOTES,1 AJAX. -MA)L (2)WINDOWS MAY BE IN ONE'SLAT SPACED h m N A MINIMUM OF 24'APART, WITH 12'MIN. FROM ENDS OF SLAT TOP&BOTTOM. %sur MLTsr EVER rHsratLEO ALwcENr TABLE 2: SOURCES FOR ru� >a IECES�OR NOR AT CORNERS OF PRDDUCI. AUSTIN l001 WMPNR' od Ta TYPICAL PROPOPREs REFERSrAhOENCE RD Ono �— ® SLAT WIND oA' DETAIL O10E `2NIXON Q Q o 20 PHYSICN SLATS Qo SLArS SPECIFIC CRAY" ASTM 0792 0.042 Ia/a1' N KNUCKLE— U 00 KNUCKLE WELYING' (TYP) 0004 Mp) WINDOW TENSILE HELD STRENGTH' ASTM DOW 11.500 P..L Q S V (J)ROWS OF A°O I d PaeP' ¢mP FLEXURAL STRENGM AT YIELD ASTM 0780 15.000 p-nl. Q Q 1/4'P HOLES T� DIRER' FLEXURAL NODULUS /STY 0790 4S0,0D0 p.ai. �Q FA SPACED � 'I-Il(P�JC�J) , J/B"APART 1TWL ° ou• p'P60• NOTCKEO IZOD ASTM D256 0.6 FT-IE/in ToftAi.PTl01 IN BOTH rP4urtlTf011 ° THFRWI PROPERDF3� Ease OIRECTIONS. eaa6 a2.r gp30• COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x 10 in/i.r F UL 94 21 cLr ©2. SNAP-IN END CLIP MFLAnMITENPERA7URE ASM 03418 500?F WO USED AS AN OP17ON FOR ALL INSTALLATIONS ® SLAT ENDOW.ELEVATION UNDER LARGE MISSILE.,M4Y INCLUDE PERF•ORAnONS AS PER THIS-DETAIL. TYPICALn SLAT WINDOW DETAILS -"a. (2)WINDOWS MAY'BE 7N ONE SLAT SPACED � ",".2,-APART(AW.EVERY'°SLATS). Wf N) VIEWING WINDOW & (L 71 2 CLIPS TYPICAL ALTERNATE PERFORATED ,AA, 1 SLAT WINDOW ELEVATION (SMALL M/SS1LEt1/ /P.' ���1;_ (LARGE MISSILE IMPACT) A`YY�•' �CENS '•�� FLORIDA BUILDING CODE (High &.Non High Velocity Hurricane Zone) A 0 2017 IRLTECo:INC. N0.44167 �; TITAN n FOLDING IMPACT PROTECTIVE SYSTEM ""A"N Br: Y.L. 9 . IL. ECO IARC. FOLDING SHUTTER CORP. O7"a/17 MTE TILLIT TESTINO h ENGINEERING COMPANY 7059 HErsmELT PLACE WEST PA17-082 ' UH�'T` 'y`I L may Nr.xu.11,.su.aw,,wr19wA 0Npa1l,rt sT1m W BE CH,R 33{U ���-TL•", ��y r1 Raw,L�Ja'1-ImP. LSmJq.-Inl- PIC.1800-043-8371 V p,�(� -mag:6IacPOPtl.com m.FPIIfingshutt mm DRAWING NP /GMAC E"° WALTER I-DA. LLR° 19r.P.E. ••W P.E:'SEAL/(9FMA1(TgE/MTE FLORIDA Uc.1"167 T a SHEEP J OF 13 @) ®+ 13 A 4 Y 2orO3 w/ 03 ,16 17 OR 19 4 oR 5 @J (2) r w 2 N c z USE(2) AT 30" 0 O.C. FOR PANS. 5 • 2D ♦ NOTES ON 1@& LOCKING TUBES®AT©&.®. X UP 1. TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER w USE (3) ®AT 30.O.C. SPANS SPACED AT 30" O.C. AT MIOSPAN. COMPONENT MAY BE o FOR SPANS LARGER INSTALLED INTERIOR OR E ERIOR SCREWED TO TAPPED ENTERPIECES N i n THAN 99'UP TO 144 @OR(b.LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. W ,V) bt a 2. (2) LOCKING TUBES�SHAL�ALWAYS BE USED TOP & BOTTOM AT g0DUGTS CENTERPIECES 4 IJ AT ALL INSTALLATIONS. LOCKING TUBES * OR .SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 JLL t T SEE LIMITATIONS FOR®ON SHEET 2 1 SEE END CONNECTION DETAILS ON SHEET 9 . FULL HEIGHT. CONCRETE. CONCRETE BLOCK ORFOR L—T6 WOOD INSTALLATIONS. \ O+ + 13 O O O 9 10 9 + 10 O 9 + 11 O UNLIMITED WIDTH TYPICAL ELEVATION .� N. T. S. �U NOTE: SEE SECTIONS 1 THRU 3 ON SHEET'S. SEE SECTIONS 4 THRU 6 ON SEET SEE SECTIONS 7, 7A & 79 ONHSHEET� ....... 7. 111`I�ERA"�/� SEE SECTIONS 1W & 2W ON.SHEET 10. 11' Q� /J• SEE SECTIONS 4W,.4AW & 7W ON SHEET 11. `111 CEN•''••,.✓ SEE SECTIONS 7AW, 78W, 8W & 14W'ON SHEET 12. •'� S FLORIDA BUILDING CODE(High & Non High Velocity Hurticone Zone) No,44167 02017 TILT= we TITAN 11 FOLDING IMPACT'PROTECTIVE SYSTEM Of._ Y.L FOLDING SHUTTER CORP. 07 11 GATE % 1 TILLR TESTING!ENGINEERING COMPANY 7009 KDZTREET PLACE j�P?' 11 Flu NL 7,0.,L.M,100;.ma.. h 3a1N WEST PAW BFACN R 37113 17-082 '•....... � Rww;, ;s.Fa,(,wpn-1a, PN:1000-ON-6771 ' em.t0000l.can ..sroMmy.ew.,..we GRAVINGEB 0005719 Na j1 WALTER A TLle.W,J,P.E. fid• P:C•fEµ./6/GIfRIIIRE/MTE FLORIDA 44187 as,so,. m/mnl 'SMELT Of I3 POURED CONCRETE OR CONCRETE BLOCK 'WALL REQUIRED. CONNOCTION.0 0.060' ICK S. OPTIONAL RAIN HOLOO OPTIONAL RAIN HOOD POURED CONCRETE EXISTING'NON STRUCTURAL WALL (S J) ROLLER HOUSING (NON-STRUCTURAL) (NON-STRUCTURAL) REWIRED. TRIM(DECORATNE HEAD) �') g 1.000• 2.500•MIN./ _SKEET 'y J x 6 MIN. E.D. W _ _ � 1_ •_ / (flouF S" I� 1i �-�: C=11ECM C2 I� L �� : j/ /'./ 7CP1IONAL •• RAIN HOOD I O.B55•/(TTP.). �•I (SEE SHEET 13) / �' , (NON-STRUCTURAL) 61 /10•E S.&.S.M.S.W/ - c 1 0.]73'LONG NTLON ]/16'ALUM. 3/16•ALUM.POP RIYEfS, 1 13 BUS]NO W/A 0.150' CONT. POp RIVETS, O 1B'D.C. I $ LONG TVP SECTION 0.500• 0:16310.270• O 18.O.C. %// I (r■4'MAX.) O.D.AND 0.245•NA.AND sUA30' 1/4'9'11W BULDEX 0.123•LONG BOTTOM ULTRAE'AB TAPoONW/ADVANCED SECTION 0.320.O.D.AND WEATHER I YIN.SEPARATION I .-Tamw/ 0.245•L0. STRIPPING EAPOURED CONCRETE TO GLASS OR 1/4'r ELCO 1 (TPP:) SIDE(TW?.) w( OR CONCRETE BLOCK (SEE SCHEDULE. 1 Or 3 CONSTRUCTION PRODUCTS I 1/4'r n I'TEK 1 Or WALL REQUIRED. ON SHEET 13) �� CRLTE-RENT W/13/4• I SCREW OR 1/40-2011• 3/16'ALUM. vAi MIL EMBEOMQIT:O 6.O.C. I S-S:NS.WITH NUT&, Pop RNETS, �! I WASHER O 4'O.C. O'1 B•O.C. or 74 POURED CONCRETE. OR CONCRETE BLOCK NTN.SEPARATION 'WALL REOILRED. GLASS 1 or (STOor EE SCHmuLE ON SHEET 13) (�1]� t 0 t •3 I NIN.TO GLASS POURED ml URED CONCRETE SEE SCHEDULE OR CONCRETE BLOCK —( WALL REQUIRED. I ON SHEET'13) 1 or CONNIOURION C2 (SEE SHEET 13) % i I 1/4'0 A 1'TEK t SCREW OR H NUT 111' •�. j' \ • /,� 8. 1 WASHER O 4'C.& g /10x3'S.S.S.M.S.W/1/2b0 -4/jj 1/4.9 RW BUIDOC 1'LONG NYLON BUSHINGS TMCON W//ADJMICED =' OONNEMM C (Typ.BOTTOM).AND 3/4- (SEE iEa9HaoGr I Q OR 1/a•:r E1D0 12S (SEE SHEET 1]) LONG(Typ.TOP)•.EXCEPT AT WALL FACE MOUNTING INSTALLATION cafasTnurnw PRODUCTS ROLLER HOUSING MPJ $ECTION 2 CRETE-� W/'1 3/4' I (2•,<4•MAX.) N.ETVBEDIAENT O V O.C: 1 WALL FACE MOUNTING INSTALLATION 01'5,ro;OR SECTION 1 ./2• , SPAF7 t QRG AN SPAWIG .O GROUTED BLOCK OOWRED 1.000.0. 2,500 MIN.' (IDN.Yc-2 bi GROUT)0R POURED CONCRETE MIN. E.D� E)ISTNG NON STRUCTURAL WALL TRIM(DECORATNE SILL) O &J LANCHOR 'PASTA c GG RED 0 S G DECORATIVE WALL TRIM TRAPPED DETAIL 0 fI1,EG,,,..,,,,,, MOUNTING 'INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,,11'�P\�` A r/ , �.A.S.D. DESIGN PRRESSUR IONRATING 3 +65.0 =90.0 PSF & CONCRETE BLOCK �\C s� :✓{ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone). SCALE: N.T.S. *{• V,44167 02017 TLTECO INC. TITAN II FOLDING.IMPACT PROTECTIVE SYSTEM DRAIRI U* ILL NOTE'FOR COMBINATION OF S CTIONS: ILL E.D. - EDGE DISTANCE- r w/2o/n 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) -��• 'IL EC'-0.Nc. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. �py�/�• (` I.1, TIUJT TESTING t ENOINEEflINO COYVANT 7059 HDASRELT PLACE •i Lf+ ... .... L7 41St art T4 R.SL Sa]W M COA1 A00a iti NIM WEST PALM BEACH.3 6 33413 17-082 1 Pnm.1 LsaUm.1_1o10.r...pmpll-u11 PH:1600-1143-es71 L EN6,1HH mail:t2b<oMol.com ...UoiA1ryp11uWn.earn orM91H0 Na t SEE LIMITATIONS FOR®ON SHEET 2 Ee-0005719 WALTER A TLUT.Jr.P:E. m41o11' as u.9.rlm oa P.E SEAL'/flt;tlATURE/0117E RORIOA Lk.If 44167 m/m/n .A lw SHEET S K IJ 1/4'1 X:3/4'TEKS'SCREW.OR 1/4'.x 3/4' BOLTS W/NUTS h WASHER O e'D.C. 0.060•THICK S.S. POURED CONCRETE OR ROLLER HOUSING I MIN To EPARATION I MIN.SEPARATION CONCRETE BLOCK WALL I TO a.". 70 CUSS aEau Rm GPnonAL RAIN HOOD 1`—(SEE SCHEDULE (SEE SCHEDULE (SERE EOTISHEO 04 EO. EO. (N--5��Rky I ON SHEET 13) 1 Or .N ON SHEET 13) 1 Or jIGq-S.S.511.5.W/1/Z'0, ALTERNATE 3/16'ALUM. t ,ALTERNATE 3116'ALUM. x.3/4'LONG NYLON _ _ LONG (T85 AT REAVETS O 5 O.C, POP RIVETS O 5.O.C.. BOTTOM).EXCEPT AT ROLLER AT REAR,I .AT REM: HOUSING(M.) I ', i "z t 'I NYLON 9 W O.B55Y(TYP.) I n' LIT 9I 3 LLJEDFIS E0.EO B O 10'O.Cy BOTH ESS I 5 4 0 AWA.POP RAklS 7 O'l0'O.C:BOTH SIDES uuM:POP 110:x 3`&S.sxs,w/ oRErrtenoH 8 RNETS o 1e•O.C. EG 0.373'LONG NYLON ONL.0.1631 BUSHING W/A 0.150' I . YIN.3/4-PLYWOOD WN.SEPARATION 0.27010.030' MIN..3/4'PLYWOOD QQ LONG TOP SECTION 0.500'I . )ASS ULTRAFAB $ REOUIRED 8 1/2'MIN. REWIRED 0.0.23'AND03. IA./INO�(SEE SCHEDULE WFAiMEfI 1/4'•TAPCONS OR 0.223"LONG BOTTOM ON SHEET 11 SIRIPPIKG EA Of 7 SECTION O.J20'O.D.AND ) SIDE CRETE- 1/4'ORU BOLT W/ (TTP•) t 8 AN MORS 6•D.C. r 0.245' O.D. WASHER&NUT e'10.O.C. / EACH SIDE T ' 1/4' R&BOLT W/ 0 1/4'0 TAPCONS OR ' V WASHER k NUT O 5"D.C. POURED CONCRETE LL CRETE FLEX ANCHORS 6"O.C. CONCRETE BLOCK WALL _Oar REQUIRED 2•x4.OR 2•a5'xl/8' POURED CONCRETE OR / 5•,3•x1/8 6083-T6 CONT. ALTERNATE 3/18'PLUM. t 6063-T6 CONT.JLLUM. CONCRELE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5"O.C. ANGLE. REDU1RED ATRj STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5. INSTALLATION SECTION 6 W MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.ASID. DESIGN PRESSURE RATING- +66.0, -66.0 PSF •z I W \ j�-®8L7D771-_I9�j��jl n 3/18'ALUM.POP RNLIS'O I NW...SE7?ARATION • 5; tn•G.C.BOTH SIDES TO GLASS (SEE. s�13) �' I ALTERNATE LEG 1 or E0. EG. I !ANCHOR C ET,) Ac.AN .LE0 ORIENTATION (SEE SHEET 13) Iv ORIENTATION 1/4•0 x 3/4'TENS 4.x 4" POURED CONCRETE LL .S/B'WASHER OR 15/ x ASH CONCRETE BLOCK wRED BOLTS w/Huls b s/B•WASHER o REQUIRED 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION CONNECIDON 04 • a 3 SECTION 4 (SEE SHEET 13) :g N EO. E0. 1/4'f x 3/4•TENS SCREW POURED CONCRETE OR OR 1/4'x 3/4'BOLTS W/NUTS' CONCRETE BLOCK.WALL 8 5/8'WASHER'0 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE REDUIRED & CONCRETE BLOCK BUILD" (2rMOUNTING INSTALLATION SCALE N.T.S . ,4�, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO.4416 02017 71=0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °� at. NOTE FOR:COMBINATION OF SECTIONS: * E.D. -.EDGE DISTANCE Is7 ' 'T= MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/10/7 IN ANY WAY TO SUR ANY INSTALLATION.- ; FOLDING JT1V I EGR CORP. IL E:C O ENS. DATE ,0,(�•••• r �> (1./Q+• 7LLUT TESTING&ENGINEERING COMPANY 7089'IONSTREEr RICE i'SEE UMRATIONS FOR ON SHEEP 2 _C�f ........,,.••'��C•L; NuuN�-e61n e�.w.•m Mxcvu aumexa n area WEST t1GW1,n 3x413 17-082 '® _ 11 Eaun x-maTL•�4ii wGaN mom-�U1 �JOWbg Iei4uRWx.com DRAWING N. -- AL Eta6 1 �•'x 1 WALTER AWT411T1JT.P.6 ossoa LAA �':r- 110707, v1.-SEur/41DKAftipE/pATE FLORIDA LIa j 44167 SHEET 6'OF 13 •MIN.E.D. E0: POURED CONCRETE CONELIION CO REOUWED (SEE SHEET 13) 0.050•THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)NYLON v, #10.3"S.S.5.M.S.W/:1/2'0 ROLLERS'OASS"0(IYP.) .A4/4"LONG NYLON.BUSHINGS (Typ TOP)AND 1"LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER NOUSING,(TYP.) /10 n 3•SS.S.M.S.W/ 0.373•LONG NYLON' I 3/18"ALUM. IBUSHING W/A 0.150' POP RNEES,.LONG.TOP-SECTION 0.500" O 18.O.C. O.D.AND 0245•Ld.AND .CONT.0.16310.2705N.030" 0,223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'OE.AND STRIPPING FA SEE(TYP.) 0245'i.d. I - 'C7 t 8 MIor TSEPARATION � (' T �_ --(SEESCHETIULE 1 ON SHEET 13 w MIN.5 PARATON I W ) TO CLASS (SEE SCHEDULE or I 1 ON SHEET'T 3) T I MIN. SEPARATION I zd 33� 1/4"0 s 1'TEK SCREW OR TO GLASS G oPnONAL RAN GUARD 1/4. 20"W S.S.US WITH (SEE SCHEDULE (NON-STRUCTURAL) NUT 6:WASHER i 4'O.C. ON SHEET 13) / or � t �GUARD �t � ALTERt ATE 3/15'ALUM: I OPAIN I POP PAIS O S'O.C. _ I(NON-STRUTIONAL RCTURAL) AT REM. I ALU n n SL T ALTFANATE LEG I POP PoATE5,015"O.CN Y TTI H 'cp R IDCARON WITH ^n� 3/16'ALUM, MCMOR AT REARCONNECTION-POP RIVETS CONNECTION ^ 8 0 1CIF 0'O.C.BOTH SEES (SEE.SHEET 13) ]/16'ALUM.POP RIVETS -' --- 0 10'O.C.BOTH.SIDES I EDGE SLAB IF IF APPLICABLE EDGE OF Pol1RF0 CONCREED - COITION / �IU&E W/r REQUIREDSEE'SHEEf 13 / It PWftEO CONCRETE POURED CONCRETE / REWIRED. •MIN.E.O. REOUIRO) COHNEICTION •MIN.E.D. MIN,GD. (SEE SHEET 13 MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. �Q.�••�C S •• FLORIDA BUILDING CODE (High & Non High Velocity HurFicane Zone) ``�t NOTE FOR COMBINATION OF SFCTIONS:. * 0 No•44187 •'3 0,2017 1LL1EC0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �H BY` E.D. EDGE DISTANCE � Y ILL 1- MOUNTING SECTIONS CAN.BE COMBINED (SEE SPECIFICATIONS.ON $MEET 13) �•w FOLDING SHUTTER CORP• 07/20/17 IN ANYWAY TO SUR ANY INSTALLATION. : •O STAi�9 .1 'L E C O mc. 047E ••0 n •J TIWT TESTINO R ENGINEERING COMPANY 7080 HOISTRELT RALE %'`Q ,Q({7f wsf Kv�.san.s1,.>,b.�sm,�prseA Wp�q n?11ss WEST PAW'BFACN,FL 3N1 \'I pi (sTp�r-ISII .�M•1800-84]-637T 1 SEE LIh0TAT10N5 FOR ON SHEEP 2 -: �ss'••• ' IIT II L ®wo�la,wm .rNalpmun4rso 17 DRAWING K. ll WALTER A d>• •�•P.EY 'A[j51RUTURE/MTE FLORIDA UE./uTIWT Jr.1P.E. 67 m rFa�• mreVw m SHEEP 7 OF 13 POURED txH10TETE ON GROUTED CONCRETE &0QOmm MOCKWNL RF;OUREO (SEE SCFIOuIQ r-.�) WIN IUBE GEA SCHEDULE (S)ROWS OF 1/4Y TArcoxs X / - AxoORS )(SEE'10Mw / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ?k ,.J/a•I["Scuta . a O.G IONGRIOWLr. O O O- - --7----------� _ __ -----O o o ALLOWABLE TUBE REO'D.ANGLE NUMBER OF ANCHORS 6W0 TUSJEAILPmE"•SCNmueF - TUBE MAXIMUM SPAN LENGTH EA..ENDP' .PER END OF TUBE o 0 0 o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP*OR BOTTOM 1ma Ova 1/a'..3/C'7W SCREW .SPAN T •e•Ns / +/2.7rP. I TUBE TUBE TUBE 3'N-«31r« L 11•«3.3'"m m� u. s d t114 1DIGIN i 60' 106.0" 13 8 (SEE sa1Ew+E) 6061SOALLULAHGIE d 2"x4"x1/8" 96" 85:0" 17 10 �� •1 144" 69,0' 13 8 '••`«SSS•« I I 80' 117.0" 17 10 313 itpl LENGTH « aoas-ra NMN.ANac p r p 7 a.+/r 2'x4"x1 4" 96` (sEE.sarDutEj le Mr j / 110.0' 21 12 SPAN TIS lal 144" 91.0" 21 12 i TYPICAL ELEVATIOyy (MME.AT TOPI 80' 109.0' 17 10 SPAN TUBE MOUNTING INSTALLATION so it 2•x5"xl/8" 96' 100.0" 21 12 SECTION X 144• ..."..r<+.7. 81.0" 17 10 IIA%.WNI TYBE rte.OTPJ BO' '124.0" 21 12 1 1/2•M. 2"x6'xl/8" 96' 114.0' 21 12 3-.v 1/]•a]•« « f 144" 93.0" 21 12 3'.3'.1/4'. AN ®t I $VAUD ALSO FOR ABOVE TUBE IN DOES ONLY WHEN THE MAX. PRODUCT OF THE 6063-TB AWY.ANGLE ' .2•.V{'.u7x.TH E$RSJ SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE . PRODUCT CPN ( SCHEDULE) SEE ( e„1!µ� SHOWN ON TABLE 1. SEE Y -� Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) Z;J � 111E.3/4"roc SCREW o 0 0' 0. \ TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS PRODUCT •6•QQ _ ------ ------- SIZE SPAN SPAN LENGTH EA ENO PER END OF TUBE wW6µ3-mffit Pw�r w0]U{E - ------- 600-16�ieM� (SEE SCHEDULE) 60" 76.0" 13 12 (B)1/1•.3/a'row sclaW �.IPL WN,BaZ B WAN.iVBE.PDI SONEDVLE 2'x4"x1/8" 96" 6.0.0" 17' 15 6.OW YAx. AT 2 OJ:..LONCOIPNALLT. BETWFDI.'K=MPJ POURED cnHctaTE (SEE SOmIRq 144" 48.0" 13 12 OR GROUTED vOxLTltTE (S)ROWS W I/1'1 TCO/s BLOOM WALL WNL RET)UiROD ANalORS XPJ(gE APS 1"..W TYPICAL ELEVATION TTJBE AST BOTTOM 80" 87.0' 21 18 SPAN TUBE MOUNTING INSTALLATION 2'x4"x1/4" 1 96" 79.0" 21 18 AT r o.c IOWUIWNNLT. xa3N« « (+wJ 2x5zl/B '14" (0)1/4' 3/1•TENS SCREW {VI'E.D. SPAN TUBE LE 65.0" Zl .18 3O «3S11H LENGTH Te=4 ANGLE PENNG � 80' 77-0' 17 15 (OrnOF RS (SEE .95, TAvS ANCHORS 70.0" 21 16 mp')(SEE SCHEDULE) p t 144" 57.0.' 17 1 15 at ao" 6e.0• QI 18 2"x6"x1/8" 96" 81.0" 21 18 v z Z I '144' 66.0' 21 18 0 0 0 0 INSTALLATIONS DETAILS W/ SPAN TUBE INTO. POURED CONCRETE 1. e000 IAx 06-CA/"" �°LY 0 0 -------------- o OR GROUTED CONCRETE BLOCK WALL (SEE SCHDULE) -----.-------- SCALE;N.T:S. WAN TUBE PEN.SGNETxIE Nxxw76 Attar). I O O. O / O O O //�/{)i iPER MULE 7 MAX.A.S.D.DESIGN PRESSURE RATING= 02.0'PSF � p ��1{ w3'A3-°, 1 A4'�w y►3ipr 31T•/`'.. 3113Q'�.Cf/M1• AwN Axl Ta �t ;f FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) « (SEE SOIELULL') pr: IN0.4467•' ®2Q1° C0°/ TITAN It FOLDING IMPACT PROTECTIVE SYSTEM C. DRAWN BY.rl G°�CONCRETE,E I pr 9t, IL ECO FOLDING SHUTTER CORP. BLaCN WALL REOU61E0 rw 31r«31rn/a' I`` TIWT TES'TINO't ENDINEERINa'COMPANY 7009 NDIS)RlEf'PIA.CE (0)'1 1•.]/{•1[x5 SCREW LENGTH 600.5-m uuu.AHGIE "_/�•"'.• �/ 1 W6 HPC.SdA E4 EY.]OS,NRGIN r/AOO6,rt 331a WEST PALM REACH.FL SSItJ Ar 3/aa LONrJTuum{tLT. (SMSOl®ULE) TYPICAL ELEVATON (TUBE AT MIDHFIGNTI .•ORI P:.•' 11 I Wa)er+-+6o..r«.t3mnn-+PI PH:teoo-x7-W371 17-082 - s r��L'�.5. ��SS �'� i -maR:Bn000P0ol.com wr.k16^GaLut4aGGm DRAWING No SPAM TUBE MOUNTING INSTALLATION LATION / t? I'� EB-OW6719 T SEE LIMITATIONS,FOR®ON St1EET 2 WALTER A TIWT 447f_ r.PE ''P.4,S...CyyATuf(E/DA7E FLORIDA t)c.'/46107 m t3-m{ ml Nn m SHEET'B.OF 13 AIN.E.O. TAPCOxS/CRETE-i7DT` LSEE SHEET EILISTIHC Guns ANNRIORS.19.O.0 13) EXISTING STRUCTURE MN. .E95.7w(1YP.) Ex1STING (SFE SIRED'1>) 045" S1RL1C1URE STRUCTURE ala-%7NREtOFD �t tf4•.,%I3/C •'� \\ 3/1fi"POP'flNF15.OR O C� F� TAPCONS/CRETE-fM1Fx / 1 i6•oc,f 4•TENS O tTTP.) MtCNoflS p Ta•o.C. �'6-POP or11�t or l'7 t or �t TD6 O T9'O.C. WALL FACE ar 1 t } eo.o 90.0 2 MIT \ END CONDITION 0.� 1:8 \ / S„ti POP RTEN,OR / 8 4 SHq#N ,Ta s. i � Ta”oC. �„• (1EV"INTERIOR ORU5 �I` EMERIOR oR.F�na6aa) (s)®. 3a ao.. NDTE�) (2).Q O 30'Oft. \+asPAH f fl UP TO 98' f, \ NIOSPAN FOA UP TO S9' SPAN h.(3)USG 3a' / SFAN k (3)AP 30' O:C.01Z"Tp FOR UP HORIZONTAL SECTION 20 TX.o I1406P F(IN� '°'" BEI (1TNGUa� 'B ,D IH'SPAN. lLED 8 INTERIOROORR NE7 OR) (109 DE_UMOR) J 3 1 EO XOR80NTA SECTION SfRETE MAY BE INSTALLED" LtEKAs EXiFJ ORI OA E%iF790R} \ NTO60R aii FxiERlOR) ! 2%2-Yf/fi'Ca r. 4 ORn /16•POP IitvET5 6083-16 A.UZY ANGLE OR 1/+',3/,' l MAY WNR'F AT IN15T SLAT AT T!(APVt:D(N5FA(1JtTKI16 4 OR 5 TTxs.,6'aE. SHO TAPCCN/CRETE-1" SHO TAPCON/CREfE-FLEX. 1 t SEE LMBTAMW MR©dN SM 2 '"C"U4S O III'o"TO -C'on O 18'O.C.to � ` 3 EIGSTING STRUCTURE OUSTING STRUCTURE \ ~ •� J EXUSTING STRUCTURE 11211/9'CONT. BUILD—OUT x bow-Ta" ° ANdf Eo. Ea. END CONDITION 33/R1w POP RiversFxs OR, OOSTUNO STRUCTURE END LOCK ANGLE Nuis o3is'o.c END LOCK ANGLE �/�'�'� � HORIZONTAL sccDo» 1NORzoxTa SECTION1]31 l.i Y%Y Y,i/9'6OS3-TB 1/4•%3f4-TEN COM.AuwNUU L ANGLE F. SCREWSATTACKED TO ONE ONE LOCKING TUBE,.PART it SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR � COMPOwim a fi•O.C. INTERIOR.CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE(. A 10DSPN FOR o,�T'0 sa' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE.SQUARE; SPAN a(3)G6J o w' O.C.-O 1tOSP TOR Up 0.357`x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED TO 1N'SPAN(iHUUB INTO IT WITH A 0.120 o.d..HOLLOW PIN. THE BOTTOM .1.100" OF THE TIP SHALL.BE.0.363" DIAMETER WITH SCREWMYR R) A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR A) r1 OF THE TIP A SQUARE, 0.475'x0.475"x0.065" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE S OR /) ALUMINUM LOCKING TUBE I A 2-PIECE, THERMOPLASTIC'LATCHING MECHANISM MUST BE INSTALLED. ONE SHO�[ (1)PIECE, 1.375" LONG, WITH A 0.366'x0.366NO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE 0•THE TOP OF THE PIECE MUST INCLUDE A 0.684' ' (oR UXTOUOR) DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. O SOLID THERMOPLASTIC TIP INSTALLED AT Q-8)SHALLBE ENGAGED INTO 318'0 HOLES DRILLED ON THE OUTER I$ HORIZONTAL FLANGE.OF TOP/BOTTOM TRACKS. (LEEVERS, 1I})R 4 OR LaJ SHO LOCKINGAT CORNER LOCKING DETAI NORIONTAL SECTIONL 1N' ER A Titz---- 1 ,L �V",..•••"••••., ��, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) \\ 02017 mTEaa wc. 01. TITAN.11 FOLDING IMPACT PROTECTIVE SYSTEM D"'un END INSTALLATION DETAILS INTO CONCRETE, .4 y _, 07/2G/f7 CONCRETE BLOCK & WOOD (AS APPLICABLE) t1. E C o anc. FOLDING SHUTTER CORP. «TE ^,.ms's�',s y ,Qp ,; sT P NI]ISIAEET RACE TIWT TESTING t ENOINEERINO CDMPANY yT pA(y BEAM TP 33413 CE �,• 4»a xTr:Tm).s'.%u+.aro.wNuwmis n3FIa Pw TeoD-aL3-at71 17^082 S �••,�t(yy dplQ ya ,ed•.. n-+%Ta .:j •- R: 00067 aoteam %%�•iWdnp%Iwltm.aom DIGYIING No 1'•V,L� :EB.T JUT as axr WALTER A TILL,Jr.PL ice; ••A HORNDA t7C./.44167 aDUwta m Jn i 'SHUEF 8 DF'i3 ALUMINUM ARGUE Fr. BU`D-OUT YOUNr PER SECTION 4,SIM 6 A A (2)7/16'POP RIVE75, ` 2't 2':1/6' EACH'LEG OF 2'a 2 ALUMw1D1 ANGLE ANGLE. ANGLE LEO.WAY FACE AWAY FROM OPENING (AS SHOWN)OR TOWARDS OPgI4VG:NO ANCHORS Q m• REQUIRED TO HOW 7R' STRUCNRC 5 BUILD-OVf IIOUM PER.SECION{,.SHEET B (2)7/16'POP RRVETS, EACH LEG OF Yat' ANGLE K WALL EXTERIOR ELEVATION am SIMILAR AT HEAD PLAN VIEW A—A BOTH ON �/ `�� OFDPRODUCTD 80TH SIDES MOUNT FOR ONESILL --\ ars 1/. . e OPTIONAL SIDE ANGLE TERS R 7/16'POP` 1 1/2'•1 I/2' 1/6 •O•-V (FDR SECTION 4,SKEET 6) RIVETS PER ANGLETO Ww.ALUMINUM ANf%E5 TOP h TUBE BOTTOM R TO'WALE(2 REQUIRED) (_2Z1/4-0 T . Ek INa6 iD SJa TAPCONS/[RETE-FLEX ,t{Q• END ORAPIEL SENOT FIAT AN O IS'O.C. 7/16'POP PMTS OR 1/4" ,ERS EXISTING STRUCTURE 1 2.O.C. '�. �U� •• ,A. 3. O • <.. 3 /2'MON . ' or CORNER POST 9. ISOMETRIC SLAB F c6xcPETE lle (LFP.AT TOP AND L10TTOW SIA65) ENDD�� W Y BE F 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION JJ Ji:JJJl»� FLORIDA BUILDING CODE(Nigh k Non High Velocity HURICOne Zone) END INSTALLATION DETAILS INTO CONCRETE. I;�.i)ti ®2o c=r n nLTEm INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRON BY. CONCRETE BLOCK & WOOD (AS BLOCK & WOOD (AS APPLICABLE IL E C o.M.. FOLDING SHUTTER CORP. JLL °'an" �� A. v,7T��(� TIWT TESTING h ENGINEERING COMPANY ST P MElSEACKf PRICE C%.J�'• ` •p; :. _ v 4754 M.7kn.c1.51a 7XD,YetwORM Gal✓DOtA'n 771N WEST PAW BEACHr FL 73<I7 17-082 C`' .^.. , •`.1'�, i lm�t-talo R1:1600-647-6771 V J• rTti` - aiL•Wl.ca90 1. mloklip hull—n DRAVINO No il 11��,,•� ®-0006719 WALTER A Jr.'P.E. ova ar.w a» OaR P.E.SFAL/SIG"TURE/UATE FLORIDA U1 /44167 m/eo/n SHEEP 94 Or 13 i i � WALL FGNrsH / OPTIONAL RAN HOOD (NON-STRUCNRAL) •� WALL FIMSH 0.080• MO Ss. .LONG•NYLON BUSHINGS(ryp.Top)4• Ti / aaar♦FLIIDH c2 ROl1ER HOUSWC AND 1'LONG(Typ.BOTTOM).EXCEPT / AT ROLLER Hauswc(m.) c / 0.060'THrcH ss.ROLLER HDusNc -i (2)NYLON ) '''`- •j / OPTIONAL RAN H000 - .ROS (NON-STRUCTURAL), 0.955Y(TP:) 2'.4'CONT.-Do - 6 HEADER:REO'D. I /10.3'SS.S.M.S.W/ 3/16'ALUM.POP 0.373•LONG NriON COM. RNETS,O 18.OC, BUSHING W/A 0.150• CIION C7 LONG TOP SECTION 0900• 0.163.0270' I . O.D.AND 0.245•iA.AND ULTRAF' 0.223'LDNO BOTTOM WEATHER SECTION 0.720.OA.AND STRIPPING E0. fit LA. SME(IYP.) 0.245' t J/16•ALUM.POP 8 RIVETS,O 18.O.C. ' I WN.SEPARATION B MINS��N 2•.4'COM.W000 TO..LASS HEADER REO•D. (SEE SCHEDULE ! or (SEE SCHEDULE f Or ON SHEET 13) p-3 t ON SHEET 13) w"]t w 2•.4•COM. PLATE REO D.� 1 WALL FACE MOUNTING INSTALLATION- " � SECTION 2W '(TOP) o i 1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD 1A �•• •••E•.. •• ✓ FLORIDA BUILDING CODE:(High h Nan High Velocity Hurricane Zone) T SEE LIMITATIONS FOR-®ON SHEET 2' • 02017 TRTECO INC. DRAPN By' No.44167 !NOTES, 'T TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Wi NOTE FOR COMBINATION OF SECTIONS: 07/20/17 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO :.a; 11RC 01N.. FOLDING SHUTTER CORP. DATE BE HAVE.A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED .9 5 Q 7069 HFMSLRFET PLACE IN ANY WAY TO SUIT ANY INSTALLATION. TILLIT TESTING h ENGINEERING COMPANY rTsy P,MM�„tH FL-33413'•. � � .sal Hr.san s1.aW.na,wnwA GroD6.2 st,u 17-082 .t^` •. OR. (A1mm7,_,an.r.,(w3�1,_,MI Pit 1800-043 6371 ••_Ss .. ` - is Nt4cMaM.eom _IM®ngshWt. .tam DRAWING H. EEI- L WALTER A.000671Ur.P.E. ooc» 4� �•'< FLORLOA Ua/44161' m u.m. m SHECT IO OE 1J 1/4'4•3/46 TEXS SCREW OR 1/4'■3/4' BOLTS.W/NUTS k WASHER O.6'O.C. 4.e'(Min)ExsTwc wpoD BEAM / / REQUIRED.STRUCTURAL ADEQUACY / OF'EXISTING'WOOD BEAM TO BE CERTinEo BY WALL FINISH 0.060'THICK Ss. .T SEE UMRATIONS FOR®ONSHEET 2 TOGVRpWCEER°RT ARCHITECT PRI /j ��J�` E IJ HOLLER HOUSING / :21.4'CONT. / C4 J w'OOD HEADER ' REO'O. EQ. E0. (NON-STRUCTURAL)IALRA�HOOD NOTE FOR COMBINATION OF SECTIONS: ���/ 1- MOUNTING SECTIONS.CAN BE COMBINED �/ S /fail'S.S.SYS W/7/2'o il/4' IN ANY WAY.TO SUIT ANY INSTALLATION. OONIELl10N / / / rLONG S. BUSHINGS(T'0.TOP) VOR" LONG(Typ.BOTTOM),EXCEPT / AT ROLLER HOUSING(TwJ d $' I . �/ OPTIONAL RHN HOOD z __ f (2J NYLDN a 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS'TO F/EQ. / (NbN-sTRucTLIT:AL) 3 -'----'---- / ------' i- RpWAS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EgUAL II -■ lli 11 I 8 J j Tl�_ 8 3/16'.ALUM.. ,110 A 3'S.S.SAILS.W/0.373•LONG NYLON i L__H.TERRATE'LEG J O P9R' BUSHING W/.A 0:150•LONG,TOP SECTION 3/16•ALUM. Cour. I. O.D.AND 0245•.i.d.AND 0.223•LONG I POP III Is I (SEE LNOTTEE 0.16$A0.270'AOD30' BOTTOM SECTION 0.320'OD.:AND 0.245'LE. O 1B'O.C. ULTRAFAB WEATHER - �•) MIN.SEPARATION STRIPPING EA SIDE TO GLASS SCHE/ ON SHEET 1 13)or Q�1 n (SEE 3) I I I I or T a N°7TO GLA55 ON LE MIN.SEPARATION _ TO GLASS (SEE SCHEDULE I I (ONE SHEET 13) ON SHEET 13 1 Or Q� T v11 or Q� 1 ALTERNATE 3/16•ALUM ALTERNATE LEG POP RNE75 O r O.C. _ '�(SLOCATION OPTIONAL.RUN.GUARD\ , I ALTERNATE LEG AT REM. �r T L J T iT --- + '-EE NOTE•) ? (NON-STRUCTURAL) 1 LOGN 1 (SETIO E NOTE`) ALTERNATE 3/16•ALUM. L�JJ I - I II POP / y______r_i___I III II •O n- 39/1 u \\ I--'!I- I oNO 8 .,a. RIVE IS'0 S•O.C. AT REAR. WOOD PLATE ------ REO'D. I R n'T 3/ 16'ALUM.POP RIVETS 6'ALUM.POP RVETS -----------' Itm 8 O.C.BOTH SIDES7mg •70' v 0 10.O.C.BOTH SIDES EO. E0. 0 Q 0 Q. I i1 DECK REOUIREDD 0. / X 2•A4'CONT. ` 1 I 1/4'o•3/4'TEKS SCREW (NO FUUSH ALLOWED). 1/4.0 3 3/4"AS ER SCREW W000 REa o / ( Il l ,I CQIo ECT/7 W s/R Bars w/NUTS. W/5/e'WASHER OR � 1 , &5/6�WASHER O 6'O.C. � 1/4•■3/4'BOLTS W/NUTS @ 1 1 11` 11 V I 5/9'WASHER 0.4.O.C. y`I 1l�I f I, I 2•MIN.ED. 2'YIN.E.D. 1 n 1 II (1 , wA1L FINISH L I �I 1 w4u FIwsH 11 BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWIIE(�%''P.C3M) SECTION 7W IQ`s. ,r✓ FLORIDA BUILDING CODE (High & Non High Velocity.Hurricane Zone) NOTE• :ALTERNATE LEG:LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED - 02017 TILTECO INC. aRAVN W.- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N.L. INSTALLATIONS DETAILS INTO WOOD o.aa�s� T' FOLDING SHUTTER CORP. 07/20/ATE IL ECO�N�. aTE SCALE N.T.S. 7099 HEMSTRW PLACE I,�I�•tAI01 u65Lu.a�w,n64 Ist u';ONRpN ENGINEERING Oa.R 311" WEST PHM LEACH iL i 13 .��A�11T v 11 rm..,p�pn-Ian.. (nOAT1,v1 m laoo-s4i-e3T1 17-082 A -mai:Illoca0ad.com ./dPnpAhuUAn.com DRAWING No 1i EB-0005710 WALTER A TWITJr..P.E. �T/O.TE FLORIDA Dc.!44167 on,e-at. mAM, a SNFI7 it of 13 YIN.SEPARATION MIN.SEPARATION T 1 (' (SEE SCHEDULE . TO CLASS Of T �4 + ON SHEET 13) / m (SEE SCHEDULE xT,n I ON SHEET iJ) 3�.+ ( Of OPTIONAL RAIN GUARD (NON-STRUCTURAL) 1/4•0 It,'7Elf I + ALT TE 3/16'ALUM. /44 +: SCREW OR 1/40-20•.1- POP RNETS O 6,O.C. S.S.MS WITH NUT k I AT REAR. WASHER O 4.O.C. 3/16'ALUM.POP RUM O 10.mr BOTH SOES EDG OF Wa IEAPPLICABLE EDGE OF SLAB At 1E LEG N o a35 IF APPLICABLE, ANCHOR LOCATION �` (SEE NOTE CNI 1\\L _2'a6•MIN:W°OmD .DECK RE°UIR (NO FINISH ALLOWED) CONNECTION EDGE OF SLAB BLE EDGE OF 2'LGN.E0: APPLICABLE _� SLAB IF 2'MIX ED. APPLICABLE SEE LIMITATIONS FOR ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.ED. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS; 1� 2•x6• IN.WOW DECK REQUIRED I- MOUNTING SECTIONS CAN BE COMBINED (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. I FLOOR MOUNTING INSTALLATION Mw.SEPARATION V 2'a4"CONT.WOOD TO CLASS TOTES, PIAIE REO'D. (BEE SCHEDULE SECTION 7AW (BOTTOM) °N SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH ) (3)6/16.0 LAO EO 0 2• 2- SEE SECTIONS BW k 14W FOR MAX.A.S.D. DESIGN or QR 1PEN � SCREWS%2 1/2'MIN, j KIN•ED. PRESSURE RATING & SPANS iv 1"a 4'•1/8' •o vAf SCEfRAl10N AT WOWIDTH (2-)OF RATTER/TRUSSES 6063-TB CONT. ��\ I ALUNIMlN NBE 1/4'XP(6063-TG)FLAT EXISTING 2X WOOD 1 1 1 s PLATE W/1/4'0:1•TEK TRUSSES OR RAFTER 27x4"MIN.W000 i .• SCREWS 0¢•O.C.IN AT 24•O.C.MAX; -ANDS O 16.O.C. BETWEEN TRUSSES OR i/81{'(6063-T6)FLA7 PLATE W/1/4'0 a1'lEK 1 SCREWS O 4.O.C.IN (2)1/4'4 TAPCON OR 1/4Y CRETE-FLEX BETWEEN TRUSSES --- ANCHORS:OR/14'NDS WOOD SCRETYS OR 1/4'I 1 I• 8 EDGE(IF APPLICABLE) NDS.LAG SCREWS AT MIDWIDTH COTTA,SND W/ i 2 1/2'Min.THREADED PENETRATION INTO WOOD ( i) STUD 1/4'0 x 3/4'TEX 1/4'MAX.RYW000 EXISTING SOFFIT EO.-EQ. (2)NYLON ( SCREW OR 1/4'-20-x 3/4' ��� 1 t , SS.BOLTS W r #10x3'S.S.S.Y.S.W/1/2•Lo a3/4•LONG �'. ' YlASXQi O 6/01115 0.8550(rep.) intim BUSHINGS(1I P.TDP)MID 1•LONG 11' !., 1/4'G x J/4'TEK /10 x 3'S.S.S,N.S:W/ I�)BOTTOM).EXCEPT AT ROLLER HOUSING '1 1 k SSR SCREW o 6'D.C. 0:373'LONG NYLON MOUNT TO' WOOD STUDS MOUNTING INSTALLATION BUSHING II TOP.SECTI 0.160• GLINT. INSTALLATIONS DE;Ta�'C' �,r SECTION 14W ( off TTOM� LONG AND 0.245,10.600' O.D.AND°.246'IA.AND � 0.163.0.270" i r - °.223'Lout aorrou MIN.SEPARATION LTRAF 4/ MAX. A.S.D: DESIGN PRESSURE RATING- +60.0; -60.0 PSF SECTION 0.320'OD:AND TO GLASS °„�,ER - ,_ a INTO W00 ..P�� .... �'�.. 0.24V I.U. (SEE SCHEDULE STRIPPING Ek Y •••'GENS•••'• FLORIDA BUILDING CODE (High k Non.High Velocity Hurricane Zone) ON SHEET 13) SIDE(7YP-) or CAI T b SCALE N.T.S. 02017 TATEw INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORAKN No.44167 M.L. 9QR.•S•• 0 F'' ,,•V'�,�LLV I•1Rat KY.'JM.�LaMm e7S1M_E leloC.W. r1JoIA>L)Na0>I9C_I.AAII]]IY FOLDING SHUTTER C OR P.EAD 0 MOUNTING ONANT I.LUT k ENGINEERING WEST PALM BEACH.FL 33413 PH:,Boa -u1 )°z"L—o/Ee "z .ACTION 8W (TOP) M{40MO.com mJd60pWattanr.Csm ORAIIING Ne MAX. A.S.D. DESIGN PRESSURE RATING+60:0, -60.0 PSF .1' WALIFR 0.ED-°T/WT1Jr.P.E. �'•'N• mrd xMr �. •-P.--. x5)(Ef41URE/DATE FLORIDA llc./44167 musm• mpwn a� SHEET 12 OF 13 f MAXIMUM WIND PRESSURE .s.i.) CONNECTION CAPACITY SCHEDULE. CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP:& BOTTOM LB/FT) SLATS SPANS 'SCHEDULE. - FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETEBLOCK FOR SHORTER E.D..(2" FOR A. 2 1/2" FOR B '& 2 1/4` FOR C ANCHORS) WIND MQQUuW suis SPANS 0 INc.AlyOYIARE THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE TOP CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD X+/-) PARE 14AAME e N ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK XL�1 0._1 TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144' 180 Ib ft A B C A C E A C F 60.0" 60" 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psf 100.0" 100" 146 Ib ft Cl 6 473 LB:FT - 418 LB Fi 236 LB FT 202 LB.FT 383 LB/FT 432 LB/FT Cl 9 417 LB FT - 388 LB FT - 134 D FT 144 144' 210 Ib fl 12 387 LB.FT - 334 LB FT 166 LB FT 142 LB FT 271 CB FT 347 LB 6 ' 461 LB/FT - 418 LB FT - 202 LB FT 60. 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/ 40 psf 100.0'' 100' 167 Ib 6 525 LB/FT - 419 Le/.Fr 312 LB FT 285 LB/FT 353 LB/Fi 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB FT 257 LB FT 329 LB FT 6 502 LB - 419 LB/FT' - 285 LB/FT 60:0" s2.o" 115 Ib IR LB/FT LB/FT 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202.LB/FT 298'.LB/FT 405 LB/FT 46 psf 97,0" 97.0" 187 Ib ft 3 813 LB/FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - .375 LB/FT' 1262 LB/FT 115.0" 115:0" 221 Ib 1t 9 466 LB/FT - 370 LB/FT 157 LB/FT 934 LB/FT 256'LB/FT 393 LB/FT 760, LB/FT - 572 LB FT - 304 LB/FT 144" 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT 7370 LB/FT - 134 LB/FT 60.0` 60.0" !1125 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB FT - 202 LB/FT 89. 891 " 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT '83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0.0" 120..0" 206 Ib/ft C5 6 421 LB FT - 334 LB/FT 122 LB FT 9 226 LB/FT - 224 LB/FT - 83 LB FT 120.0' 120.0" 252 Ib/ft / / 125 LB/FT 214 LB/FT 155 LB/FT 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 LB/FT - 125 LB/FT 60.0' 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT '102 LB/FT 3 681 LB FT - FT - 250 LB/FT 81.0' 81.0' 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/ 51 LB/Fi 215 LB/FT - 55 psf 100.0" 100.0' 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6' 6 332 LB/FT 378 /FT - - 1137" 1134" 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT - - 0.0 134" 330 Ib ft C7 3 358 LB FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB FT 4 232 LB/FT 236 LB/FT 183.LB/FT - - 80.0" 80.0" 150 Ib ft / / C7 3 310 LB/FT 315 LB/FT 244 LB/FT 80.0" 80.0' 200 Ib ft 2 - - - - - - 305 LB/Fi 12 388 LB/Fr 460 LB/FT 409 LB/FT 60,psf 100.0" 100.0` 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT - - 115.0' 115.0' 268 Ib ft C8g 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 Ibft 6 1 982 LB/FT 11194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 1 6 777 LB/FT 921 LB/FT 819 LB/FT I -_79'0 _779_0" 160 Ib ft 65 psf 92.0' 92.0" 249 Ib ft 100.0' 100.0" 27T Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 126' 123" 360 Ib ft -ED_0' 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0" 292 Ib ft _ SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC:C.BLOCK WOOD STEEL GONG. C.BLOCK WOOD. STEEL 121' 118" 374 Ib ft. SPAN HURRICANE ZONE HURRICANE ZONE 59.0 59.0" 187 Ib ft ZONE 1 2 3 ZONE 4 A 1/4"0 FORM W/ ADVANCED 3:50" 2:50' 0 N/A 4.00" 4.00" N/A N/A 75-psf 100.0' 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117' 114" 3B7 Ib ft S�LES 2 1/2" 1 2 5/8" 80 psi 113` 111" 400 Ib ft AS LESS 6 1/4" m x 3/4" SOLID SET 3.50" 3.50 N/A N/A 3.00" 3:00" N/A N/A 90 psf 107' 104" 424 Ib ft >5'-10" 100 psf 101' 99` 447 Ib ft TO W-3" 2 5/8"} 1" 2 3/4"} C 1/4' m CRETE-FLEX 3.00" 3.00 fl N/A 3.00" 3.00" N/A N/A 110 psi 94' 90" 468 Ib ft 120 Psf 87' 82' 484 Ib ft >8�-3" E 1/4` 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00` 130 Psf 80" 76' 483 Ib ft TO ,-3" 3 1/2" 1" 3 5/B" TEK SCREWS 12'- 140 psf 74" 70.. 484 Ib ft #14 NDS WOOD SCREWS OR 150 psf 69" 66' 483 Ib ft FrA��Aiii F N/A N/A D N/A N/A N/A 2.00" N/A P JFF -�.. 1 4' NDS LAG'SCREWS 160 psf 65' 62' 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. P A,�� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ANOTES. } EXCEPT THAT 3 5/8' SHALL BE USED -` m 2017 TLLTECO INC. ORMVN.BY. L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, 1 V l�••'•.- TITAN If'FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITIVE&S.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE . 07`tG/t7 RATING. FOLDING SHUTTER CORP, BATE . . .•- s 7089 NFMSTRFPLACE E FlNAL'mmmiM ALLOWABLE PRODUCT SPAN IS PWT TCSTINOtENOINEERINO COMPANY WEST PAW BF31.'FL 334 13 17-082 THE MINIUM DETERMINED PRODUCT (_w,_mr. PN1800-845-8371 mo:UBoa000Lem -foldr4ghMlm DRAWING NoSPAN BETWEEN Rio EB-0000719 WALTER A.1ILUr m.P.E .........T "N"o-E,(O�TE' FLORIDA lk./4A167 oiy is ul� n/F/n t� SHEET 13 OF 13