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HomeMy WebLinkAboutProduct Approval�' II ASCE 7-10 Design Wind Loads ' ' `� -- EaSYS' IS g Wind speed V= 170 mph Exposure For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 - .,...,'�� easyseals.com Wind Pressures[psf]for use with Allowable Stress Design KZt= l.0 I(d= 0.85 Enclosed Bldg GCpi= 0.)8 lI , 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 1 Mean 10sgft 15sgft 20sgft 25 sq ft 30 sq ft 35sgft 40sgft 50sgft !i I 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 •j i Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner 60'to: + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - i. 61 ft +53.6-53.6 +53.6-98.2 +53.6-53.6 +53.6-98.2 +53.6-53.6 +53.6-98.2 1 +52.6-52.9 +52.6-95.5 1 +51.7-52.3 +51.7-93.2 +51.0-51.9 +51.0-91.3 1 +50.4-51.4 +50.4-89.7 1 +49.3-50.8 +49.3-86.9 it 65 ft +54.2-54.2 +54.2-99.3 +54.2-54.2 +54.2-99.3 +54.2-54.2 +54.2-99.3 +53.1-53.5 +53.1-96.5 +52.3-52.9 +52.3-94.3 +51.6-52.4 +51.6-92.3 +50.9-52.0 +50.9-90.7 +49.9-51.3 +49.9-87.9 70 ft +54.9-54.9 +54.9-100.6 +54.9-54.9 +54.9-100.6 +54.9-54.9 +54.9-100.6 +53.8-54.2 +53.8-97.8 +53.0-53.6 +53.0-95.5 +52.2-53.1 +52.2-93.5 +51.6-52.7 +51.6-91.9 +50.5-52.0 +50.5-89.0 I 75 ft +55.5-55.5 +55.51-101.8 +55.5-55.5 +55.5-101.8 +55.5-55.5 +55.5-101.8 +54.5-54.8 +54.5-99.0 +53.6-54.2 +53.6-96.6 +52.9-53.7 +52.9-94.7 +52.2-53.3 +52.2-93.0 +51.2-52.6 +51.2-90.1 80 ft +56.2-56.2 +56.2-103.0 +56.2-56.2 +56.2-103.0 +56.2-56.2 +56.2-103.0 +55.1-55.4 +55.1-100.1 +54.2-54.9 +54.2-97.7 +53.5-54.4 +53.5-95.7 +52.8-53.9 +52.8-94.0 +51.7-53.2 +51.7-91.1 I• 85 ft +56.8-56.8 +56.8-104.1 +56.8-56.8 +56.81-104.1 +56.8-56.8 +56.8-104.1 +55.7-56.0 +55.7-101.1 +54.8-55.4 +54.8-98.8 +54.0-54.9 +54.0-96.8 +53.4-54.5 +53.4-95.0 +52.3-53.8 1 +52.3-92.1 r, . 90 ft +57.3-57.3 +57.3-105.1 +57.3-57.3 +57.3-105.1 +57.3-57.3 +57.3-105.1 +56.2-56.6 +56.2-102.2 +55.31-56.0 +55.3-99.8 +54.6-55.5 +54.6-97.7 +53.9-55.0 +53.9-96.0 +52.8-54.3 +52.8-93.0 95 ft +57.9-57.9 +57.9-106.1 +57.9-57.9 +57.9-106.1 +57.9-57.9 +57.9-106.1 +56.8-57.1 +56.8-103.1 +55.8-56.5 +55.8-100.7 +55.1-56.0 +55.1-98.6 +54.4-55.6 +54.4-96.9 +53.3-54.8 +53.3-93.9 i, 100 ft +58.4-58.4 +58.4-107.1 +58.4-58.4 +58.4-107.1 +58.4-58.4 +58.4-107.0 +57.3-57.6 +57.3-104.0 +56.3-57.0 +56.3-101.6 +55.6-56.5 +55.6-99.5 +54.9-56.1 +54.9-97.7 +53.8-55.3 +53.8-94.7 105 ft +58.91-58.9 +58.91-108.0 +58.9 1-58.9 +58.9-108.0 +58.9-58.9 1 +58.9-108.0 +57.81-58.1 +57.8-104.9 +56.8-57.5 +56.8-102.5 +56.0-57.0 +56.0-100.4 +55.4-56.5 +55.4-98.6 +54.2-55.8 +54.2-95.5 110 ft +59.41-59.4 +59.41-108.8 +59.41-59.4 +59.4-108.8 +59.4-59.4 1 +59.4-108.8 +58.21-58.6 1 +58.2-105.8 +57.3-58.0 +57.3-103.3 1 +56.5 -57.5 1 +56.5-101.2 +55.8-57.0 +55.8-99.4 +54.7-56.2 +54.7-96.3 115 ft +59.81-59.8_ +59.81-109.7 +59.81-59.8 +59.81-109.7 +59.81-59.8 +59.81-109.7 +58.71-59.1 +58.71-106.61 +57.71-58.4 +57.7-104.1 +56.91-57.9 1 +56.9-102.0 +56.3-57.4 1 +56.3-100.1 +55.1-56.7 +55.1-97.1 'i 120 ft +60. +60.3-110.5 +60.3-60.3 +60.3-110.5 +60.3-60.3 +60.3-110.5 +59.1-59.5 +59.1-107.4 +58.2-58.9 +58.2-104.9 +57.4-58.3 +57.4-102.7 +56.7-57.9 +56.7-100.9 +55.5-57.1 +55.5-97.8 125 ft +60. -cia + -111.3 +60.7-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +59.5-59.9 +59.5-108.2 +58.6-59.3 +58.6-105.6 +57.8-58.7 +57.8-103.5 +57.11-58.3 +57.1-101.6 +55.9-57.5 +55.9-98.5 130 ft +61. + 1 +61.1-61.1 +61.1-112.1 +61.1-61.1 +61.1-112.0 +59.9-60.3 +59.9-108.9 +59.0-59.7 +59.0-106.3 +58.2-59.1 +58.2-104.2 +57.5-58.7 +57.5-102.3 +56.3-57.9 +56.3-99.2 'I J' 135 ft +61. - + - +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5-112.8 +60.3-60.7 +60.3-109.6 +59.4-60.1 +59.4-107.0 +58.5-59.5 +58.5-104.9 +57.8-59.1 +57.8-103.0 +56.7-58.3 +56.7-99.8 I, +61. -61.9 +61.9-113.5 + - - . +57.0-100.4140 ft 1. +I +607611 +607 1103 +597605 +597 1077 589 599 +589 1055 +582-594 +582-1036 +570-586 V 145 ft + 2. .3 + -1 2 +62. -62.3 +62.3-114.2 +62.3-62.3 +62.3-114.2 +61.1-61.5 +61.1-111.0 +60.1-60.8 +60.1-108.4 +59.3-60.3 +59.3-106.2 +58.6-59.8 +58.6-104.3 +57.4-59.0 +57.4-101.1 ;y 150 ft + .7 .7 + +62. 2.7 +62.7-114.9 +62.7-62.7 +62.7-114.9 +61.5-61.8 +61.5-111.7 +60.5-61.2 +60.5-109.0 +59.6-60.6 +59.6-106.8 +58.9-60.2 +58.9-104.9 +57.7-59.4 +57.7-101.7 'a i 155 ft .0 + 1 +63. .0 +63.0-115.5 +63.0-63.0 +63.0-115.5 +61.8-62.2 +61.8-112.3 +60.8-61.5 +60.8-109.6 +60.0-61.0 +60.0-107.4 +59.2-60.5 +59.2-105.5 +58.0-59.7 +58.0-102.2 I� V 160 ft + +63. 3.4 +63.4-116.2 +63.4-63.4 +63.4-116.2 +62.1-62.5 +62.1-112.9 +61.1-61.9 +61.1-110.3 +60.3-61.3 +60.3-108.0 +59.6-60.8 +59.6-106.1 +58.4-60.0 +58.4-102.8 ' 165 ft + 6. +63. - 3.7 +63.7-116.8 +63.7-63.7 +63.7-116.8 +62.5-62.9 +62.5-113.5 +61.5-62.2 +61.5-110.8 +60.6-61.6 +60.6-108.6 +59.9-61.2 +59.9-106.6 +58.7-60.3 +58.7-103.4 170 ft 0 + - +64. _ .0 +64.0-117.4 +64.0-64.0 +64.0-117.4 +62.8-63.2 +62.8-114.1 +61.8-62.5 +61.8-111.4 +60.9-62.0 +60.9-109.1 +60.2-61.5 +60.2-107.2 +59.0-60.7 +59.0-103.9 e .-� 175 ft 61.4 +64.4-11 .0 +64.4-64.4 +64.4-118.0 +64.4-64.4 +64.4-118.0 +63.1-63.5 +63.1-114.7 +62.1-62.9 +62.1-112.0 +61.3-62.3 +61.3-109.7 +60.5-61.8 +60.5-107.7 +59.3-61.0 +59.3-104.4 1+ ii 180 ft + -64.7 1 +64.7-118.6 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +63.4-63.8 +63.4-115.2 +62.4-63.2 +62.4-112.5 +61.6-62.6 +61.6-110.2 +60.81-62.1 +60.8-108.3 +59.6-61.3 +59.6-104.9 I' 185 ft +65.0-65.0 +65.0-119.1 +65.0-65.0 +65.0-119.1 +65.0-65.0 +65.0-119.1 +63.7-64.1 +63.7-115.8 +62.7-63.5 +62.7-113.1 +61.8-62.9 +61.8-110.8 +61.11-62.4 +61.1-108.8 +59.8-61.6 +59.8-105.4 I; 190 ft +65.3 129050 ftft ++6655..96 ; 105.9-65.3 +65.3-119.7 +65.3-65.3 +65.3-119.7 +65.3-65.3 +65.3-119.7 +64.0-64.4 +64.0-116.3 +63.0-63.8 +63.0-113.6 +61.4-62.7 +61.4-109.3 +60.1-61.8 +60.11- -65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +64.3 64.7 +64.3-116.9 +63.3-64.0 +63.3�-114.1 +61.7-63.0 +61.7-109.8 +�Q.4QJ+�0.4-106.4 .6 +60.7624 x0.706.9-65.9 +65.9-120.8 +65.9-65.9 +65.9 10.8 +65.9-65.9 +65.9-120.8 +64.6-65.0 +64.6-117.4 + - 4 +63.6 X W •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to a .a .•Valid'orilq wit •f' 6e rip I! �� •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 ~O ° signature`& aise sisal= components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or40%of the mean roof height,but never less i ,:-j - 1 Iz .Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3b"or4%of the least horizontal dimension. = .__I 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 zone- shall be verified by the contractor&building official prior to construction. less than or equal to 10•. Round up to values shown upper one-half of an isolated hill,ridge or escarpment. 4 -- S Iv •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification Is valid for use with buildings of any Risk Category, `a •,\"" LL 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 j Z Design(ASD). roof slope 5 10•has been considered. represent a substantial hazard to human life In the event of failure. -r Christian 17ngle I V •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)Is equal to the •Design Is based on structure classification as Enclosed Bldg .FL'PE.#67,3$2'.. ;!$31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/31. Round down to values shown. wai i waneu /' �) I 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2019 Easy Seals rev 1119 �'�Doc No:AlOMS1170D �j .; }.• Customer: MIDANEK WorkOrder Number: 09132019006 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 62.4 299.75 96.75 299.75 96.5 93.25 6"o.c. 6"o.c. Florida Building Code Online Pagel of 2 0 BCIS Home Log In {User Registration I Hot Topics Submit Surcharge I Stats&Facts I publications Contact Us I,BCIS Site Map Links Search,I da , a Product Approval r USER:Public User Product Aooroval Menu>Product or ADolication Search>ADOIIcation List>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived (J Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 ���® ( P- Authorized e Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place �A�f� West Palm Beach,FL 33413 REVIEWED��fl�!�® �� (561)683-4811 Ext 7675 edh@foldingshutters.com CODE COiaANPLIA f"* Quality Assurance Representative Ed Heritage ST. LUCIE COUNTN�ff 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.Tlllit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next I Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Aae=_siblllty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the Ilcensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: 7M n®Ed Credit..Card sate:. http://www.floridabuilding.org/pr/pr_app_d.tl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 l _ I GENERAL NOTES* I. TITAN 0 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN.ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR (C)TO FXtSTiNG WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6Th EDITION) OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM 1/4'0 TAPCON W/ADVANCED 7HREATOFORM TECHNOLOGY.OR 1f4"6 CRETE-FLEX,AS MANUFACTURED 8Y ITWf8UiL0EX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVHZ). _INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4`0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)& 1609 (NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT 40 BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kd=0.85,USING ASCE.7-10 AND SHALL NOT EXCEED THE MAXIMUM AS.D, DESIGN PRESSURE.RATING INDICATED ON SHEET13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE.DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1)MINIMUM THREADED.PENETRATION OF 1/4'0 TAPOON OR 1/4`0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND.LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX: (AS.D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNTI.EHALL.BE 1 1/2"FOR C1 THRU C4 AND C5 THRU CTI DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE.AND 2'FOR C5.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN 0 TAPCON OR MINIMUM EDGE DISTANCE OF 1J4` '1/4'0 CRETE-FLEX OR X14 NDS WOOD SCREWS OR 1/4'0 NOS. ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CD- 1.60 WAS USED FOR VERIFICATION C.2) .SCREWS INTO WOOD SHALL AS SHOWN ON SHEETSETE-RU 12. OF FASTENERS IN WOOD. LAG10 FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C:3) IN CASE THAT PRECAST-STONE.PRECAST'CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF 7}1E ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING BESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.L),HURRICANE TESTING.LABORATORY(H.T.L.)&.AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE.AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE. (D) 70 EXISTING STEEL STRUCTURE:MIN. 12 GAGE.FY.-33 KSI (MIN.)M0.7E114L. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE¢ 10 x 3,410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4"0 fTW BUILDER TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES: BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHAT BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.I) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 1". FOR 6063-T6 ALLOY AT SLATS SHAT BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 k5i YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/SUILDEX TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION MANUFACTURER' 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. R 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 70 BE ASTM A-307 GALVANIZED STEEL. OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED S.EACH UNIT MUST BEAR PERM94E T LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4`'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX.INC.TO MIN.Yc•-3192 psi. WITH SECTION 1709.9.3 OF'THE FLORIDABUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4"0 x 3/4"SOLID SEI',AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f'c-3000 Psi. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'c=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SFW.L'COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. Ai) MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION..PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE.PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2" PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE ECSDNG (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEEW OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (8) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.ED.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 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX.INC. (E) THIS RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE'PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. - 1/4`0 CRETE-FLEX,AS.MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, n >> DRAVIING SHALL ONLY & MINIMUM EMBEDMENT OF 1/4"0 TAPOON ANCHORS OR 1/4`0 CREPE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 11+ilfffff�4�etl ',•" PERMTTS IN THE STATEOFFLOD TO OBTAIN RIDA MINIMUM EDGE DISTANCE(E.D.) SHALL BE AS PER SHEET 13. 1 8.2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7J8')INTO THE CONCRETE BLOCK'UNIT. NOA •• aStL"•.•." FLORIDA BUILDING CODE (High & Non High Velocity Huvicone Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S SCREWS USED SHALL BE 1 1/2"LONG J• NO.4416 ~ 02DI7 nuEco MC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D Bw MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 7�".t U! �E 9.L B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, �. 07/20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �' Ae II.. E C O INc. FOLDING SHUTTER CORP. MTE HELSiREF.T PLACE SHALL BE AS INDICATED ON NOTES 8.1 & 8.2 ABOVE. �,Q • L V tiOT TESTING&EN6INEERONO COMPANY 7t764 4A TI A1t sa+s nw.xu,.s4 sr.w.xswu'Gw A MIN WEST v BEACH FL astlb i 7-082 ...... � \'�t rasr+.(ewslot-taw.fa.,(aoDprl+-',IIAM:teoo-o/3-6371 ry�I. �F8-00067t1aolctan laJi�gxhuit4w.4pm ORAYtM6 N4 ' NWL_iFR A iLLl1T Jr.P.E. tn.w alta+ ax ■..r txtr�nw orn "I P. SEACJSJ'+k4TURE/WE fwR10A Lic./44767 av a<u m}ienr ykEEE I 6f 13 ?.DDD• .an• r---2.941- i AM- �2.Dao- 2 --••ssm qY" �5Q r.aaa• �, P �`ta,. rms' •`$.. I 1 8 - 4000^ fi R2u• yt 8 6 4p 1444• pYed raw.ase• B 074• 2 R i� tus• r.so• a7Do• FIAT END ,aaa•r.9Ta- 6 AupY (, } SLAT WINDOW 0�,-END - � ''�°• ® EXTERIOR CENTERPIECE (TO 8E USED FOR ALL INSTALLATIONS 6065-T6 ACLOY 6063-TS ALLOY 6063-T5 ALLOY 6063-T6 ALtOY MAY tNC1UQE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLAWNS 4 YTERIOR CENTERPIECE DEFAIL ON SHEET J) JO FEET OR HIGHER ABOVE OWE' MEASURED AT BOTTOM OF OPENING 506J-T6 ALLOY SEE COMPONENTS 20. 21 &22 ON SHEET 3.) —gar Jew 4051• 1.7rs•� 2152' .sw• z74e• 2012• R6S7•� SS pp.120• -1.09r .u, 4120• .�• Qj t 8• - - T' - .D9]• .DSD• 3X .az• .Dw .t _8 .tom' g o C .aez• .DSS' .D9 I Aa:• 4002• tom) - a � 233J•� zm• .7.710• 2575' .6ro 9 \ �^�'� zne.. WALL HEADER © 2" MAX. B.O.r ( CEILING HEAIZE$ (9� BOTTOM SILL T�.4CKDTTOM TRACK ADAPTER 6063-T5 ALLOY SILL�HF.AD TRACK 6063-75 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-F6 ALLOY aa0- zags• !2 ,090• COMPONENT a b t1 t2 i 0aa' � 13 2' 5' MAX. 0.125" 0.125" `�, .093• .aw" � �. _ i .a9Y 2' 4' MAX. 0.25' 0:25' 4099^ 0 1' 2'MAX. 0.062' 0.062' $ 1.444- RAIN HOOD ` ALT BOTTOM TRACK ADAPTER `�`"J BOTTDM RAIN GUARD ALUMINUM ANGLE 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-76 ALLOY "'J", = W PONEN TS , �- �� - r� t1 \,••, ,• �� FLORIDA BUILDING CODE (High &Non High Velocity HurriconD Zone) s+a2• `a e l,. •.•y 02017 m1Ec°tw_ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 01- 07/20/7 L • a �� 07/20/77 A C T --2D00• ` IL E C O�Mc. FOLDING SHUTTER CORP. WE TH MB CREWS 8 IrOCG TUBES : 6•. 1 �f'> L•�]amSLa b��a�i GiWN�EwNiN�t�a MLp1�i aYa WEST PAW BEACH.Fl 53113 t7-0$2 FrD ' AT CENTERPIECE CORNS POST ' �..:c>m>o,-, >°„ PN:1800-443-6371 637, O '•.. 7+, 4,, y+ w-matt:urcscoQaaLOrom anJdd".h te9— atuvwG to 6065-T6 ALLOY 6065-T6 ALLOY =_�,ll'• ��Rtd.••' ar EB-0006716 �p,.�+....�. WALTER A ROUT Jr.P.E. �':""� °�� •�•"" •,xarn, °"R MIN. 28 1/2'LONG - •f•'J FLORIDA Uc.1 44167 nn 4400 ZI, a SHEET 2 of 13 or— rowrlaP (J)ROWS Lor E 1rapL ctrAANrc awe Elk P HOLES To wilpa oI FiSPACED eme O 3/8'APART 000 000 IN BOTH Z-CLIP EACH SIDE O DIRECTIONS. TABLE 7: SOURCES FOR & 7 O 1.T/e• ) OF WINDOW(SFA TABLE!J k SLAYS OOO/ SLAT'S PH�l ap KNP K� OO 00 KNUCKLE OPRois SV TYPICAL PROPEAAES STANDARD B1 SIB/C IMVOVAIfVE ROViENCE MATERIAL/SCIENCE PLASNC ^+ LECAMKROLON.F1 LEAAN 107 RESIN 000 20 P CLL: 0 000 VIEWING SPECIFIC GRAM ASM D792 0.043.lo/in 0.043 Ib/u( O • sem. I—RAr RW/AYI TENSILE VIEW STRENGTH ASTU D838 9.400 p..J. 9,500 P.a.l. LY.9AT —� �1 p ,: FLEXURAL STRENGTH AT YIELD ASTM 0780 12;500 p.a.i. 13,400 psi. d Y4" -1. 345.000 p.ei. Oy I 3 (AWU pD SNAP-W END Ind MODULUS40DUW5 ASTM 0790 340,000 �3 LOGO" AM. Z ^ CLIP TO I80TTOM NOTCHED IZOD ASTM 0256 15 Fr-�b/in 17 FT-Ib/in OW (SEE TABLE 2) FlRF B IRNM• /L RACTERlrnrc. 47 S40KE DENSOY ASTM 02843 47.2 R 64.5 3 MALL h RATE OF BURNING ASM D635 C-1 CLASS C-1 (SASS hSLAT WINDOW 3 1 A SELF IGNITION ASM 01929 1040'F 980'F �/1 WEATHERING,SLAT WINDOW 0.060"fWK ASM C155 Y"WW VZ 1n POLYCARBONATE WELDNG TENS STAFTER WFAIHEWXG ASM 0638 8302 p-L 8840 p.31WINDOW(SEE TABLE 1) TENSILLEE SIRE6GBEFOFE WEATHERING OBSB 8461 p.il. 8880 P-;.ROTES MAX. �W -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED Fi �20000 ADS OF OF 24'TOP&BO WLTH 12"MW FRON ENDS OF SLAT TOP&BOTTOM. - sur Musr NEVER E INSTALLED AawCEN7 TABLE 2. SOURCES FOR Fu�naenov TO EMERPI£Cf59-01( NOR AT CORNERS OF PRODUCT. TDlN.COYP.IAIY ro STANDARD AMSTIN� �— ® SLAT A711TDOW DETAIL rYPa M PRGPRnrs REFERENCE BLACK NVILON PART O O )SLAM PHYSICAL 0 SLATS 20 SPECIFIC GRAVITY ASTM D792 0.042 Ib/m' KNUCKLE / O00 KNUCKLE- VIEWING(TypuECueul-r.� N ) 000 (TYP) r WINDOW s TENSILE YIELD STRENGTH ASTM D638 11.500 P•AJ, 000 (J)ROWS OF 1 �IXO na o• roam FLEXURAL STRENGTH AT YIELD ASM D790 15,000 P..1. 000 1/4" HOLES auo• QO EA SPACED 11-'1}{LL�}LIL1a11I FLEXURAL NODULUS ASTM 0790 b50,000 P.ai. .r4ua oeNwe J/B'APART psp. IMPACT. 7o wT1101T04 IN BOTH 1rwH QF/VIAnCe au• NOTCHED IZOD a5M 0256 0.6 FT-Ib/in rm' DIRECTIONS. To TIF 9oTrm THERMAL PROPERTIES, °'�• a]!o• COEFFICIENT OF THERMAL EXPANSION ASM D696 5.5 a 10 int-'F FLAMMABILITY UL 94 21 F SNAP-IN END CLIP MELTING TENKRATURE ASM 0 I 500V-2'F ATO BE USED AS AN OPTION FOR ALL INSTALLATIONS ®,SLAT WINDOW ELEVATION UNDER LARGE MISSILE MAY INCLUDE PERFORATIONS AS PER TAl4HIS DED .. TYPICAL 1A SLAT WINDOW DETAILS - X. (2)WINDOW_ MAY BE!N ONE SLAT SPACED � MIN 11"APART(MAX. EYERY fD SLATS). W/ (LU) VIEWING WINDOW & lL 7) 22 CL/PS TYPICAL ALTERNATE PERFORATED 1 Ate" (I)SLAT WINDOW ELEVATION SMALL MISSILE t/�N� fl��,;y (LARGE MISSILE IMPACTS ,°�4t�P'uOENs'.T d FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO.44167 `; 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM • 8.L FOLDING SHUTTER CORP. °'a E" L 54 TIWT TESTIXO h ENOINEEMIL.COHPANY 7089 N66TREET PUCE n � '•V r.T m» .Fan A�.ab.,lm..Vtra 9Hmoa.n.anm WEST PAW BEACH.FL'33413 1�V••••..... \�r i.ami-tA7o. pmpT+-1L71 M.1000-643-6371 17-082 /o®e�,w Lpg(y� iI:Nlt4eo0otl.00m —J AdN9ARut1-n DRAVINO No 1uMt•G" ..•r EB-0006719 WALTER P.E:"STILL/MWAT(IRE/DATE A. E lDRA l �w Am: movIIRI Ue.1 44167 SHEET J OF 13 1. 2 3 4 4A 5 6 7 A 7B s O• (3', 13 A 4 Y 2 or w/ 13 ,16 ,(C7) OR 19 4 OR 5 J (2) n Lu Lu x N a z USE(2) AT 30• N O.C. FOR PANS 1 5 n $0 ♦ NOTES ON 1@& LOCKING TUBES @1 AT©&®. UP TO 99 o 1.TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE (3)®AT 30"O.C. AT 30' O.C. FOR SPANS UP TO 99". USE THREE(3) FOR LARGER U ! o FOR SPANS LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE rn n INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99" UP TO 144" (DOR C. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w nN 2. (2) LOCKING TUBES f !HAL ALWAYS BE USED TOP & BOTTOM AT I 1 PRODUCTS CENTERPIECES 4 OR�AT ALL INSTALLATIONS. LOCKING TUBES N OR 1 8 (2 SHALL BE SECURED_W LEVERS AS SHOWN ON SHEET 9. 1 t �^ t SEE LIMITATIONS FOR®ON SHEET 2 I 1 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT,FOR O O � r O CONCRETE CONCRETE BLOCK OR 6 , 7 r 7 + 13 7 + 1'6 ,®+ 13 , WOOD INSTALLATIONS. 9 + �0 O9 + 010 + O , o9 + O1 UNLIMITED WIDT TYPICAL ELEVATION S. $. NOTE: SEE SECTIONS 1THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. IIID- R A• TI(� SEE SECTIONS 1W & 2W ON. SHEET 10. II �. ...,, /j•- SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, SW & 14W ON SHEET 12. 1 .,` NS,•• '•�� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zona) N0,44167 +. ®7D,7 nLTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D""YN�° FOLDING SHUTTER CORP. 07 DATE17 0 1�s^ [, 1• 71W7 TESTING!ENGINEERING COMPANY 7089 HEYSTPEET PLACE �A '•v 1 wss N�xn st.m.x11,vama owmu,n niw WEST PNM BEACH.R 3U13 =.Ss Al c`�\�,r Pte.:tao men-,w.rm (wm,-,m, PH:11100-eu-6371 17-082 -.� 701y ,\N - eEH U10006718 com erw.foNingalwU.n.can, DRAWING Nc AL '�' WALTER A TUT Jr.P.G eola,a en m. ovowa P:C�9EBUAIOflAlljpE/GATE FLORIDA Lie.j 44167 m u-o,. m/m/I) s` SNEET �'OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. 0.060'THICK 5.5. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED D.ONCRETE�r/A TRIM EXISnNG NON STRUCTURAL WALL (SSE SNiSHC�4 3) ROLLER HOUSING (NON-STRUCTURAL) (NON-STRUCTURAL) (DECORATIVE HEAD) (TYP.) 1.000• 2.5CwNLN. % '2 ROLLERS Ir �_� 3 DDNdECIION(� �/ ��...>-_S Y / TY�OPTIONAL (2)NYLON _1 =� 1 — _ u 4� 0.85sY(EYP.) (SEE SHEET 13) % 1 •' I (NON„STRUCTURAL) j110 x 3•Ss.S.A1s.W/ 6I I BUSHING W%A O 1050• 3/16'ALUM. / O 10.D.C. POP RNETS. ' 70x LONG TOP SECTION 0500' CONT. RIVETS. •7 /0:183•x0.270' O 1B•O.C. tO.D.AND 0.245•i.A.AND 030' 1/4'O'ITW BUILDER 0.223' NoULTRAFAB TAPCON W/ADVANCED SECTION 0.320.O.D.AND WEATHER POURED CONCRETE I MIN.SEPARATION THREADFORM TECHNOLOGY MIN 0.245 i.e. STRIPPING FA TO GLASS �) OR 1/4'O'ELCO (EYP:) SIDE(EYP.) 1 or �? WALL REQUIRED.OR CONCRETE BLOCK (ONESHg DU 1]) I "Or Z c�rEO -FLDI ION�R 10 s/T45 5 SCREW S.�oWI��2&xT• �/P6•AIuM. t °ef NOL EMBEDMENT O 6'O.C. I WAS O 4'O.C. O IB'O.C. or POURED CONCRETE t OR CONCRETE BLOCK I M .SEPARATION WALL REQUIRED. TO GLASS 1 or or I (SEE SCHEDULE ON SHEET13) •i m MIN.SEPARATION POURED CONCRETE •s / I TO GLASS OR CONCRETE BLOCK (SEE SCHEDULE WALL REQUIRED. I ON SHEET 13) w or CONNECTION C2 I T (SEE SHEET 13) v 3 I 1/4'o x 1•TEK t SCREW OR 1/40-20'x1• •z s I 5.5.MS WITH NUT& � y,,w,,yl( 8 \ E I WASHER O 4'O.C. /1Oil'S.S.'S.M.&W/1/2-0 j 1/4.O RW BULLDFJ(. / 1'LONG NYLON BUSHINGS // CONNECTION Cl (TTP. BOTTOM).AND 3/4' iHREAOFORTIWtEC0AR1. (SEE SHEET 13) LONG(Typ.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION CONST°sGRa;vRODu�crsO I 13 / ROLLER HOUSING(EYP.) SECTION 2CRETE-F= W/1 3/4• I (2•x4•NAK.) MIN.EMBEDMENT O 5'O.C. WALL FACE MOUNTING INSTALLATION OF5u,(X>H0T SECTION 1 1/2—) n SPACING GROUTED BLOCK REQUIRED O (NLN.Fc-'2 kai GROUP)OR 1.000•y 2500 NLN./ POURED CONCRETE MIN' E.D. EXISTING NON STRUCTURAL WALL TRIM(DECORATNE SILL) O B ARLmoR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 T,E„ //,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETEERA. Tl,� SECTION 3 ,11 VP.••'••••g•� q`�� _MA%. A.S.D. DESIGN PRESSURE RATING.� +65.0,.-90.0 PSF & CONCRETE BLOCK `A11 �\C ETrsC :�� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. Q, 41 ®2017 RLTECO IVC. DRABN BTt *: 67 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Ks. NOTE FOR COMRINATION OF SECTIONS: •�( * E.D. = EDGE DISTANCE. FOLDING SHUTTER CORP. 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = Q 1�17r-O INC. MATE IN ANY WAY TO SUR ANY INSTALLATION. `: '''•,•'. /,: (` 1T7, TILUT TESTING'&ENGINEERING COMPANY 7088 KEMsTREEr PLACE _S ,,, ,..•' 1H� a1v✓ XSW am;Nlmw afia0ls R NIY WEST PAW BEACH.FL 334131 1`Uo1600-043-6371 )7-PBZ Ls�flfAL E� ,rH -moll:td ec40Ad.com rv.1.kgrphuUcn.com DRAWING Ho t SEE LIMITATIONS FOR®ON SHEET 2 - EB-0005719 WALTER ATWIT.Jr.P.E. a.a ot�rlo P.E.SFAL'f49kTURE/GATE FLORIDA UTCI /44167 mlmm SHEET. 5 OF 13 1f4"0 z.3/4'TEXS SCREW OR tl4C x 3/4• BOLTS W/NUTS @ WASHER O 6'O.C. f 0.060'THICK S.S. ( MIN.SEPARATION POURED CONCRETE OR t ROLLER HOUSING MINTS ON 70 GLASS CONCRETE BLOCK WALL �� (SEE SCHEDULE REQUIRED / r -(SFE SCHEDULE 7 or RAIN HOOD ON SHEET 13) T or IXi SHEET i3) CWN80SI11Dt'1 C4 EQ. EQ. (NON-STRUCTURAL) I H (SEE SHEET 13) ALTERNATE 3fi6'ALUM. �t �m /1Gx3'S.S.S.M.S.W/1/2'0 ALTERNATE 3/16"ALUM. t POP RVETS O S'O.C. 1 - (Tip. LONG NYLON BUSHINGS PDR RIVETS O 5'O.C. AT REM. (Tip.TOP)AND 1'LONG(TYP• A7 REAR.' I 80TraM),EXCEPT AT ROLLER ' HOUSING(M.) I-- (.LLFR$ I -'`' i ( . :n my ( •J n g 3 E0.EQ j� • 0.M a QYP.) i'^ mi g - n 9I ^-.3/16"ALUM.POP RIVET'S n �-3/16'ALUM.POP RIVETS I O 10'O.C.BOTH SIDES a ^I O o 10'O.C.807"SIDES glo 3/16"ALUM."POP ORIENTATION RIVETS O 18O.C. X10 x S"S.S.S.M.S.W/ 0.373'LONG NYLON NT.O.tSr. MIN.IRED PLYWOOD BUSHING W/A 0.150' 0.27D1.030' REQ 3/4'PLYWOOD 1/2"WN. REQUIRED MIN.SEPARATION � REQUIRED IANC TpP SECTgN 0,500` TO GLASS ULTRAFPB 0.0.AND 11245'I.d.MD WEATHER 1/4"f TAF-CONS OR "1 S 0.223'LORD BOTTOL (SEE SCAEWlLL STRIPPING EA. lJOr CRETE-REX I o tJ4'iHRU BOLT Wl SECTION 0.320"0.0.AND ON SHEET 1]) SIDE(TYP.) T u MCHORS 6'O.C. EACH wAssSI E Ntff O 10'O.C. 0.245''d. 1n N (TYP.} T� W 1/4'THRU BOLT W/ 1/4'P TAPCONS OR l WASHER k NUT O 5"O.G. CRETE-FLEX ANCHORS 6"O.C, POURED,CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2'x4'OR 2",5'x1/8' POURED CONCRETE OR 5".3*1/5"6063-T6 CONT. ! 4T ALUM.ANGLE OR BENT PLATE. T 6063-T6 CONT.ALUM. CONCRETE OLOCK WA6I. ALTERNATE 3/16'ALUM. T ANGLE. REQUIRED POP RIVETS O 5"O.C. ATR STANDARD COUNTER—TOP MOUNTING INSTALLATION ALT RNATE COUNTER—TOP MOUNTING SECT ON. 5 INSTALLATION SECTION,6 c / MAX.A.S.D. DESIGN PRESSURE'RATING- +66.0• -66.0 PSF lMX.AS.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF •2� n i IN.,SEPARATION` .jI �_ 3/16'ALUM.POP RIVETS 0 TO CUSS O.C.BOTH SIDES �( SCHtllRitE = r ' ON SHEET 13) a ( /-ALTERNATE ANCHOR LEGT t DASH i ',CG?x', 3 N EO. EQ. ORIENTATION CONNECTION q CONNECTION SHEET 13) —ALTERNATE ANCHR LEO ' d / ORIENTATION 1/4'f,3/4'TEKS SCREW W/ W POURED CONCRETE OR "/ 5/8'WASHER OR 1/4"x 3/4' CONCRETE BLOCK WALL BOLTS W/NUTS&S/8-WASHER O � 8 . REWIRED 4'D.C. i BUILD—OUT FACE MOUNTING INSTALLATION 1� pwwEMM 04-\ % o SECTION d (SEE SHEET 13) EO. EQ. 1/4Y x 3/4'TEK5 SCREW pR t j4'z 3/C BOtTS Yt/NUtS POURED CONCRETE OR � d 5/8'WASHER O 6"O.C. . CONCRETE BLOCK WAu INSTALLATIONS DETAILS INTO CONCRETE LL & CONCRETE BLOCK UI 1,lrr -MOUNTING i TION 1L SCALE N.T.S. `A4 `� V FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) _• N$•���57 •y, ®2017%UT=INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR�BY' NOTE FOR COMQINATION Of SECTIONS: * E.D. EDGE DISTANCE `,•Y�11,,,� _ �� '- c_rrc� ff/j2ali7 1- MOUNTING.SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ay•'� 1 L E C O mc, FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. Q 700 HEWSTRW PLACE f �/�•{` 71LUT TESTRHG A ENGlHEERINO COMPANY. YhST PALL BEACH.R 33413 17-082 <tr � pt,:'�t�, SW Tucaa Gumwa n 11160 PHi 1600-613-6371 rw,�.•txa)o71-' (lropn-Tui I SEE LIMITATIONS FOR®ON SHEET 2 J'ruwL C11�?�tt+ti EB 0006719 "•uo q'°Hvx'"m �R oRAmNa He WALTER A TIWT Jr.P.E. xr•^ r�r'm°" °n"'nw P.E."SFNaJ1516KA14lPF/DATE FLORIDA Lk./44i67 wn+6au o:lm/n SHEET 6 Of 13 MIN.E.D. EQ. O. POURED CONCRETE CONNECTION CS REQUIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) . (2)NYLON Y #10.3'S.S.S.N.S.W/'1/2'0 ROLLERS 13Am's(TYP.) 3/4'LONG NYLON BUSHINGS (Typ.TOP)AND V LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING C".)/10.3•S5.S.YS.W/ 0.373'LONG NYLON I 3/36'ALUM. IBUSHING W/A 0.150' POP RIVETS,LONGTOP SECTION 0.500' O 16'O.C. 0.0.ANDLG.MID CONT.0.163.0.270'.0.030' 0.22]'LONG ONC BOTTOM ULTRAFA6 WEATHER SECRON 0.320.O.D.AND STRIPPING EA.SIDE(T(P.) 0.245'i.0• I 1of (3YP) MINI SEPARATION ( T or H N (SEE SCHEDULE L MIN.5 ARATION I W ON SHEET 13) TO GL SS I W (SEE SCHEDULE I T Of ON SHEEP 73) T I ' MIN. SEPARATION I I e 1/4'•w 1'TEK SCREW OR TO GLASS a� 1/40-20'.1•S.S.YS WITH OPTIONAL RAIN GUARD (SEE SHEET 13E } NUT k WASHER O 4'O.C. (NON-STRUCTURAL) I ' ON SNEET 13) } ®?rlS ALTERNATE 3/16'ALUM. I L POP RIYE1^O 5.O.C. OPTIONAL RAIN GUARD AT REAR. (NON-STRUCTURAL) I c ALTERNATE 3116-ALU 9 ^y ALTERNATE LEG n LOCATION WITN POP RIVETS O 5'O.CN.. • W+ �! 3/16'ALUM.POP RIVEfS PNCHOR AT REAR. n n 3 O 10'O.C.BOTH SIDES I \r / - (S � ^�� 5 3/16'ALUM.POP RNETS — --- 0 10'D.C.BOTH SITES EDGEO. WMIN. SLABS IFS APPUCAt3LE VNEM/ ESE 0: REQUIRED APPLICABLE /E0. E0. POU REO CONCRETE—+POURED CONCRETE / REQUIRED. .. REQUIRED •YIN.E.O. •MIN.E.D.— (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 B ' C SCALE: N.T.S. Yt1131��• •......���•✓:.. EN 'P `��� •••C1 S FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zone) E.D. OF SECTIONS:NOTE FOR COMBINATION - EDGE DISTANCE a _ ®2017 71LTEC0 INC. * o No.�41 V7 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: 1- MOUNTING SECTIONS CAN A COMBINED (SEE SPECIFICATIONS ON SHEET 13) l�[ p FOLDING SHUTTER CORP. 07/20/17 IN ANY WAY TO SUIT ANY INSTALLATION._ �Q 3T 'L E:C 7 IMC. DATE _ '' ,(•1 S ,'.S TILUT TESTING h ENOINEERINO COMPANY 7089 HEUSIP¢T PLACE •h•` • SN.]W 1mwaG a I. WEST PAW BEACH.R 33413 T SEE LIMITATIONS FOR®ON SHEET 2 = 0 14 On13 --. f�i1-'1 1 T31:1600-ew1-8371 17-082 �s•••'••••••' 1 e- om Glltc000ol.wm m.JW4lnpMu6m.c0m DRAWING K. E8-ooa6719 Awa o< 1-- 'ALTER A TIWT Jr.P.E. un •,.�E,rS lgGwTuaE/DATE ilDPoCA Ue./44167 Aw a 4• A+my1. wa SKEET of 13