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HomeMy WebLinkAboutProduct Approval T • Customer: Bradford WorkOrder Number: 05312016015N0301 Sales Engineer- Wall Opening Opening Shutter Shutter Anchor Sections Opening# ing Pressure Width Height Width Height Spacing Opening# 1 1 -45.4 52.75 55 68.75 60 9"o.c. 1 9"o.c. 2 2 -45.4 53 55 69 60 9"o.c. 1 To.c. 3 3 -45.4 53 55 69 60 9"o.c. 1 To.c. 4 4 -45.4 72.5 81 88.5 83.5 9"o.c. 1 9"o.c. 5 5 -45.4 74.25 55 90.25 60" 9"o.c. 1 9'b.c. 6 6 -45.4 26.5 39 40.25 44 9"o.c. 1 To.c. 7 7 -45.4 26.25 39 40.25 44 9'b.c. 1 To.c. JUL 13 , PEPr4ITTijlC Lucie County, FL 1 i 1 06/30/2015-3:50pm gabdels V:\Projects\_2014-MPSk400 Wind Charts\_Reference\00-MPS14-000 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 160 MPH L MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tribute Area S Ft). Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO PERTLY T+1 ORST CASE'PRESSURES.'WORST CASE'IS Height eight DEFINED AS THE C -OOLDITIO_N�OFANIN _pWN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 ;R�,,,•_ •50 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�13L7rI0[�F E0MD,FOR U ITH THESE TABLES. -36.3 -35.4 -34.8 -34.3 -33.9 -3 bg - 8 -44.8 -43.1 -41.8 -00.8 -40.0 -39.4 -38.8 -38.3 -37.8 2.TABLES VALID 0 ��ffOO�Bh1It ��11GS OF ROOF HEIGHT AS LIMITED ABOVE. 0-15 k 0-15 ft r 3.TABLES VALID F RxALLOF�f`PE °?�(JP,bS.APPLICABLE REDUCTIONS FOR ROOF SLOPES +33.5 +32.6 +32.0 +31.5 +31.1 + :8. tab. 3o:Do c/ +33.5 +32.6 +32.0 +31.5 +31.1 +30.8 +30.5 +30.2 +30.0 LESS THAN SO°SHA Fe D+B A�1jEly'GINEER AS A SITE SPECIFIC CONDITION. -36.8 -35.9 -35.3 -34.8 -34.4 3 1- T8� 33'.SR' 33 3 \ -45. -43.7 -42.4 -41.4 -40.6 -39.9 -39.3 -38.8 38.3 4.IDENTIFY THE B LG-t'�ECAVE ,OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +33.9 +33.0 +32.4 +31.9 +31.5 +31.2 9+ 0!616 }� •'--��ft + +33.0 +32.4 +31.9 +31.5 +31.2 +30.9 +30.6 +30.4 CANNOT BE IDENTIF D,` St+Ttlww' �0 HE T. -37.3 -36.4 -35.7 -35.2 -34.8 -34. Z'�9 .'�-'3 .7 -46.0 -44.2 -42.9 -01.9 -41.1 -40.4 -39.8 -39.3 -38.8 5.ALWAYS ROUND GHTS Ybj El�f'lT LE VALUE OR CONSERVATWE ASSUMPTION. 17 ft p 17 ft 6. CALCULATE THE TRI dG�RR .O'�T E OP NING IN QUESTION(HEIGHT•WIDTH)OR +34.4 +33.5 +32.8 +32.3 +31.9 +31.6 +31.3 0.8 +34.4 +33.5 +32.8 +32.3 +31.9 +31.6 +31.3 +31.0 1+30.8 1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -37.7 -36.8 -36.2 -35.7 -35.3 -34.9 -34.6 -34.3 -34.1 -46.6 -44.7 -43.4 -42.4 -41.6 -40.9 -40.3 -39.8 -39.3 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +34.8 +33.9 +33.2 +32.7 +32.3 +32.0 +31.7 1+31.4 +31.2 1+34.8 +33.9 1+33.2 1+32.7 +32.3 +32.0 +31.7 +31.4 +31.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -38.2 -37.2 -36.6 -36.1 -35.7 -35.3 -35.0 -34.7 -34.5 -07.1 -45.3 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.8 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +35.2 +34.3 +33.6 +33.1 1+32.7 +32.3 +32.0 +31.7 +31.5 19 ft +35.2 +34.3 +33.6 +33.1 1+32.7 1+32.3 +32.0 +31.7 +31.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -38.6 -37.6 -37.0 -36.5 -36.0 -35.7 -35.4 -35.1 -34.9 -07.6 -45.8 -44.4 -43.4 -42.5 -41.8 -41.2 -40.7 -40.2 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +35.6 +34.6 +34.0 +33.5 +33.0 +32.7 1+32.4 +32.1 +31.8 20 ft +35.6 +34.6 +34.0 +33.5 +33.0 +32.7 +32.4 1+32.1 +31.8 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -39.0 -38.0 -37.4 -36.8 -36.4 -36.1 -35.7 -35.5 -35.2 -48.1 -46.2 -44.9 -43.8 -03.0 1.Fi -41.1 -40.6 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 It +35.9 +35.0 +34.3 +33.8 +33.4 +33.0 +32.7 +32.4 +32.2 21 ft +35.9 +35.0 +34.3 + 3: �3- -33,0 +32.7F wZ; +32.2 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -39.4 -38.4 -37.7 -37.2 -36.8 -36.4 -36.1 -35.8 -35.6 -48.6 -46.7 -45.3 3y i�I �4a F,_42^l. .5 -41.0 { FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +36.3 +35.3 +34.7 +34.1 +33.7 +33.3 +33.0 +32.7 +32.5 22ft +36.3 +35.3 +34.7 1F - - gf:33:02.. 2.7 +32.5 GENERAL NOTES: -39.7 -38.8 -38.1 -37.6 -37.1 -36.8 -36.4 -36.2 -35.9 -49.0 -07.1 -45.7 -4)(7 I=q3;I C 4341 -4 Y4 41.9 -41.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +36.6 +35.7 +35.0 +34.5 +34.0 +33.6 +33.3 +33.1 +32.8 23 k +36.6 +35.7 +35.0 + :5 4. E+33.6 3•R 3�l +32.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -40.1 -39.1 -38.4 -37.9 -37.5 -37.1 -36.8 -36.5 -36.2 -49.5 -07.5 -46.2 -4!;'�'c`4_ 4 r ry8-F433 -41.8 CRITERIA AS OUTLINED HEREIN. 24 ft +37.0 +36.0 +35.3 +34.8 +34.3 +34.0 +33.6 +33.3 +33.1 24 k +37.0 +36.0 +35.3 +34.8 +34.3 =x33.6 +33.3 +33.1 2.DESIGN 15 BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -40.4 -39.5 -38.8 -38.2 -37.8 -37.4 -37.1 -36.8 -36.5 -49.9 -48.0 -06.6 -45.5 -04.6 -43.8 -43.2 -42.6 -42.1 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +37.3 +36.3 +35.6 +35.1 +34.6 1+34.2 +33.9 +33.6 +33.4 25 ft +37.3 +36.3 +35.6 +35.1 +34.6 +34.2 +33.9 +33.6 +33.4 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -40.8 -39.8 -39.1 -38.5 -38.1 -37.7 -37.4 -37.1 -36.8 -50.3 -48.4 -46.9 -05.9 -45.0 -04.2 -43.6 -43.0 -02.5 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +37.6 +36.6 +35.9 +35.4 +34.9 +34.5 +34.2 +33.9 +33.7 26 ft +37.6 +36.6 +35.9 +35.4 +34.9 +34.5 +34.2 +33.9 +33.7 WALLS AND VERTICAL SURFACES ONLY. - -41.1 -40.1 -39.4 -38.8 -38.4 -38.0 -37.7 -37.4 -37.1 -50.7 -48.7 -47.3 -06.2 -45.3 -44.6 -43.9 -43.3 -42.8 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft +37.9 +36.9 +36.2 +35.6 +35.2 +34.8 +34.5 +34.2 +33,9 27 h +37.9 +36.9 +36.2 +35.6 +35.2 +34.8 +34.5 +34.2 +33.9 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -41.4 -40.4 -39.7 -39.1 -38.7 -38.3 38 0 -51.1 -49.1 -47.7 -46.6 -45.7 -44.9 -44.2 -43.7 -43.1 USE OF THESE TABLES AND COR)2E5 ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft /?»+`f� 8 ft COEFFICIENTS LISTE�1E&F�N SHA ?B U ND VERIFIED BY THE GOVERNING +38.2 +37.2 +36.5 +35.9 +35.5 +3, . _ +34.`4,-,+34: e y +38.2 +37.2 +36.5 +35.9 +35.5 +35.1 +34.7 +34.4 +34.2 BUILDING DEPARTM (JTp`AN0.1'.�RM- HOLDER„.�N RRANTY FOR APPLICABILITY OF TABLE -41.7 -40.7 -40.0 -39.4 -39.0 -3 �6 =38 3E a 8 7.7 1 -51.5 -49.5 -08.0 -06.9 -46.0 -45.2 -44.6 -44.0 -03.5 VALUE USE IS OFFERD REI 29 ft J-�^ 1�,�j�., 29 ft 5.THIS SPECIFICA OOII OT NSl_NDED�TO 0 ER ANY PRODUCT APPROVED +38.5 +37.5 +36.7 +36.2 +35.7 +35'34_Om jL+34M s+34.4� +38.5 +37.5 +36.7 +36.2 +35.7 +35.3 +35.0 +34.7 +34.4 CERTIFICATION. RE R EEARA`TEL U MITTED TEST CRITERIA AND OTHER -42.0 -41.0 -40.3 -39.7 -39.3 3 :9 - 8 8.2 3`0 -51.9 -49.8 -08.4 -47.3 -46.3 -45.6 -44.9 -44.3 -43.8 APPROVALS FOR DE IS NST, TIONII FO MATION AND APPLICABILITY OF THESE TABID 30 ft +38.7 +37.7 +37.0 +36.4 +36.0 + ':'6 ,35+92+_+ 50 +� 30 ft +38.7 +37.7 +37.0 +36.4 +36.0 +35.6 +35.2 +35.0 +34.7 VALUES WHICH ISTB�TfTE a$Y,O,T,HEgStI_x CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL 7QZROT,E(: dN;.S,TEM ORDINANCES. 32 ft -42'6 -41.6 -40.8 -40.3 -39.8 -3 .` 399. �3 .5`'� -52.6 -50.5 -49.0 -47.9 -07.0 -46.2 -45.5 -44.9 -44.4 7.NO CERTIFICATIO •E�EV�E R!T TN OF THE HOST STRUCTURE. +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.T y_V3 5.2 32 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 B.EXCEPT AS EXPRESSLY P - IN,NO ADDITIONAL CERTIFICATIONS OR -43.4 -42.4 -41.6 -41.0 -40.6 -40.2 -39.8 -39.5 -39.2 -53.6 -51.5 -50.0 -48.8 -47.9 -47.1 -46.4 -45.8 45.2 AFFIRMATIONS ARE INTENDED. 35 It 35 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +40.0 +39.0 +38.2 +37.6 +37.2 +36.8 +36.4 +36.1 +35.8 +40.0 +39.0 +38.2 +37.6 +37.2 +36.8 +36.4 +36.1 +35.8 HEIGHT -44.6 -43.6 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 -55.1 -52.9 -51.4 -50.2 -49.2 -08.4 -47.7 -47.1 -46.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN L I OF LEAST HORIZONTAL 40 ft +41.2 +40.1 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.9 40 k +41.2 +40.1 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.9 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUES01RED MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF -45.8 -44.7 -03.9 -43.3 -42.8 -42.3 -42.0 -41.6 -41.4 -56.5 -54.3 -52.7 -51.5 -50.5 -49.6 48.9 -48.2 -47.7 HEIGHT 45 ft +42.2 +41.1 +403 +39.7 +39.2 +38.8 +38.4 +38.1 +37.8 45 ft +42.2 +41.1 +40.3 +39.7 +39.2 +38.8 +38.4 +38.1 +37.8 raj, µ 46.8 -45.7 -44.9 -44.2 -43.7 -43.3 -42.9 -42.6 -42.3 -57.8 -55.5 -53.9 -52.6 -51.6 -50.7 -50.0 -49.3 -48.7 I I Soft +43.1 +42.0 +41.2 +40.6 +40.1 +39.6 +39.3 +38.9 +38.6 50 ft +43.1 +42.0 +41.2 +40.6 +40.1 +39.6 +39.3 +38.9 +38.6 55ft -47.7 -46.6 -45.8 -45.1 -44.6 -44.2 -43.8 -43.4 43.1 55 It -58.9 -56.6 -55.0 -53.7 -52.6 -51.8 -51.0 -50.3 .-49.7 Jr I ® I Jr +44.0 +42.9 +42.0 +41.4 +40.9 +40.4 +40.0 +39.7 +39.4 +44.0 +42.9 +42.0 +41.4 +40.9 +40.4 +40.0 +39.7 +39.4 60ft -08.6 -47.4 -46.6 -46.0 -45.4 -45.0 -44.6 -44.2 -03.9 60 k -60.0 -57.7 -56.0 -54.7 -53.6 -52.7 -51.9 -51.3 -50.6 ELEV N+44.8 +43.6 +42.8 +42.2 +41.6 +41.2 +40.8 +40.4 +40.1 +44.8 +43 3 42.8 +42.2 +41.6 +41.2 +40.8 +40.4 +40.1 WALL ZONE FIGURESTRI D O `z INIT ISSUon E GSSN TSB OD05/E2 5TH EDS FLORIDA BUILDING CODE ENGINEERING - o m� (2014) O1 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 �1 ✓V { !) EXPRESS K O \ pr 3 REV 2014 FBC DGM TSB 06/10/15 ` gyp . o ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: Z m (n m G 'n '' 160 SW 12th AVENUE, SUITE 106 0 I z Z �' DE ,OADS�-FOR COMPONENTS&CLADDING y �_ _� z A DEERFIELD BEACH, FL 33442 0 D THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, � MAj UER PLAN SHEET P:(954)354-0660 F:(954)354-0443 3 �N O Q ANO SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT s !/� ` CERT OF AUTH N9885 m O F-jFy a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, G I� �/� r�r`y- _ O T 0 o µ PERMITTED AND INVALIDDITIONS,OR OTHER ATE OUR CERTIFICANGS TO THIS TION.DOCUMENT ARE NOT V' HJ E:HELLO@ENGINEERINGEXPRESS,COM Z m o ENGIN EERINGEXPRESS.COM Florida Building Code Online Page 1 of 2 FrofesSionalRoplation _ Florida Depamnentof BCIS Home I Log In I User Registration Hot Topics ( Submit Surcharge I Stats&Facts 1 Publications I FBC Staff I BCIS Site Map I Links Search I Busines )rofessk I �l Product Approval USER:Public User Regulation Product Aonroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision 17— Code Version 2014 �"�.���� Application Status Approved JUL 13 Comments Archived ❑ PE FPUITTj.'1G St. Lucie County, FL 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 m Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 04/13/2015 Date Validated 04120/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II..FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 0 14.od Impact Resistant:Yes Verified By: Walter A.Tillit 3r.,P.E.PE-44167 Design Pressure:+160/-160 Created by independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 RI AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.i)d Created by Independent Third Party:Yes Back Next contact us::1940 North Monrm-Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.-Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts.- =11:0199 MM seg; https:Hfloridabuilding.org/pr/Pr app dtl.aspx?param=wGEVXQwtDqv2aBQplcll.-PQQe6rlZ... 7/1/2015 GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERRED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYS" MAY BE INSTILLED AT HIGH VELOCITY HURRICANE ZONES(MRIZ)AND OUT OF THEM(HRMZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY RW/BUILDER. INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR 0 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(FNFiZ)& 1609"mm OF THE ABOVE MEJTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECnONALTY FACTOR NR11S: Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE A90VE Ca70RKN4 ULTIMATE DEMO WHO LOADS DETERMINED PER/SCE 7-10.SHALL.BE FEW CA)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO A-=DESIGN WIND LOADS BY MULTIPLYING TEEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ALS.D.) 1/4'0 NOS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Ci THRU C4 AND C6 THRU Do Timm ppXgSURE RATINGS TRIMMED ON gHMET 13. CONNECTION TYPE,AND Y FOR C5.OR AS INDICATED ON WOOD SECTIONS ON SHEEP'10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALT.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 OVERSTRIESSID,A 33 R INCIREASE IN C-2) MINIMUM EDGE DISTANCE OF,1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NOS WOOD SCREWS OR 1/4'0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS IlM USED IN THEIR ANALYSIS,A DURATION FACTOR CO o 1.60 WAS USED FOR VEFJnCATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS.VENEER OR PACERS BE FOUND ON THE DMNG SECTIONS 1626&1609.11 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE EN61NEIIRING TESTING.INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.Q. HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING IAB 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 1615& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MM. 12 GAGE, FY-33 KSI(MIN.)MATERIA. FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE f 10 x 37, 410-HT MINIMUM SERIES W/173.6 ks YIELD -1/4'0 JTW BUILDEX TEC SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYME R COATING,AS MITES. MANUFACTURED BY WHTIFORD Co,BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SWILL BE ALUAINLIM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINDJUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDDC TET(SCREW 1'. FOR 8003-T6 ALLOY AT SLATS SHALL BE Fy=25.9 kSL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 k.1 YIELD STRENGTH AND 90 ks TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FDLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEER.TTW/BUMEX TE)C SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER 2411.3,3,4•ALL ALUK41NUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. B.IT SWW.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS M BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCRETE BLOCK OR 5. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL.WITH 35 k91 MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE 6.ANCHORS TO WALT.SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER.TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCI S (A) TO EXISTING POURED CONCRETE - 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEIC,INC.TO MIN.1c�192 ps. 1O'PRODUCT IONMAN11 11011RER'S LABEL SHALL BE LOGGED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 17108.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALT.SE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MN.fc 3000 psi. LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE. - 1/.4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc=,73.50 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPAS INDICATED IN IIS DRAWING PLUS ANY NOTES,- BUILDING AND ZONING REGULATIONS PROVIDED Err THE JURISDICTION WHERE PEW IS APPLIED TD. R7)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.)SNAIL 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(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSIALIA110N 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 DUST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN GSE THAT PRECJSr STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ()D SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE BECOME THE ENGINEER OF RECORD(E.OR.) 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.ENGWEIIR,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED Trff"ORM TECHNOLOGY.AS MANUFACTURED BY LT.W.BUILDDL,INC. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. THIS P.E.D.S>W1 BEM THE DARE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT -1/4'0 CRETE-Mu,AS MANUFACTURED BY EM CONSTRUCTION PRODUCTS. PREPARED R. NQLES; THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MIt4MUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CXRETE-FIDC INTO CONCRETE BLOCK UNIT IS 1 1/47. PEWTS IN THE STATE Of FLORIDA MINIMUM EDGE DISTANCE(ED.) sNwt BE As PER SHEET 13. W�%%%1 tp`L7"(J1 , FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) B2)3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 IMO TETE CONCRETE BLOCK UNIT.NO ••••-. L ` EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/41 o-20 SS SCREWS USED SHALL BE 1 1/2'LONG ``CEN `� ®pte Y"-'ET°we uawN Dc MINIMUM SHbULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. V SLC�'•.� TITAN II FOLDING IMPALE PROTECTIVE SYSTEM WILL BY B3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE HOUND ON THE EXISTING WALL. = Cu/10/t6 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE * - I L E C O N n c. FOLDING SHUTTER CARP. DATE SHALL BE AS INDICATED ON NOTES B.1 &B2 ABOVE. *= L3 TLLJr RESTING Q ENGINEERING ODYPANT 7089 fE]RII�T MACE '�e xr.su.st sa.m Mean a 3TIa Wts7 PALM IfFAGL Ft 33413 15-014 w�•CsosXrN-Asx.r.I` ii-'tm vIE laao-e+s-en1 e-IMO'.W-9ooLooln r wJetl'npeAuRasmn DRAWING Na •.'2 RIO .•:��c WALTER TT"Jr.P.E. °^•. �XVYAVV•• .'A7 TE FLORIDA Uc 044167 gnNl v SHEET 1 or 13 �- v,t• I Sem• 2 ,A.,!• ©SLA 063-76 ALLOY ® SLAT WINDOW © © Z"° EXTERIOR CENTERPIECE (1`0 BE t1SED FOR ALL INSTAUAAONS, 6063—T6 ALLOY 6063-75 ALLOY 6061-15 ALLOY MAY INCLUDE PERFORAVONS AS PER (10 BE USED ONLY FOR INS7ALLAAONS ® .INTERIOR CENTERPIECE 6065-716ALLOY DETAIL ON SHEET 5) 30 FEET OR HIGHS?ABOVE GRADE ,L7FASUREO AT 8077011 OF OPENING 6067-76 ALLOY j SEE C011PONS%20,21 R 22 ON y� SHEET 3) 10aY fir. . 2f 7.Bfe' IT 1A11• �. .aet• 6 = l� — .l 8 .f o 3 .°s2• 9 .asr• X m�' �- ans• ae�r vte- <l IRM&/WEAD R" MAX. B.O. CEII.WG READER BOTTOM SILL •TRACK BOTTOM TRACK ADAP6063—T3 ALLOY TRACK 6663-75 ALLOY 6063-76 ALLOY 6061-76 ALLOY 6061—T6 ALLOY . _rao- t2 •�" COMPONENT o b t1 t2 © 2' 5'MAX. 0.125' 0.125' .cxT• .nSd 'g . N Aer M 1� 2 4-MAX. 0.25' 0.25' §_ g © 1' 2'MAX. 0.062' 0.062' S ALT_ BOTTOM TRACK ADAPTER �OMM IN RAGUARD ALUMINUM ANGLES ® RAIN HOOD 6567—I5 Auor 6063-76 ALLOY 6061-76 ALLOY 6061-76 ALLOY r.At°' in COMPONENTS c1Yla6ify�/8' = 1" d\I Tit4T, FLORIDA BUILDING CODE(High do Non High Velocity Hurricone Zane) ��P�•'•. ENSF J�''� 02015lum Mac TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM eRkvw Be © 3/8"0-16 ACETAL_ ® _ 1L ECO1N�. FOLQING SHUTTER CORP. °'�'°�° LOCKING TUBES _ nn uTCMNG a ENGINEERING COAXe. MPY leT PLACE DATE THUMBSCREWS AT CENTERPIECE ® CORNER POST =* �� '� " �""` "®"° "a'" wLsr it 1 BECK a""' 15-014 FOR n& ,.�..�>� ,-,v, Pit,e�-�-tet s06i—T6 AU.or 6061-76 ALLOY ='O Q. �l` EB-4008719 "'• " """ DRAWING". WALTA.7Wf Jr.P.E ER ,a„ rmnu tm MIN. 28 1/2'LONG '�i�i FL°RM un 1 44167 .vev. 'ts Sfax* 1 of f7 /411/BHplNlll ' trut i (3)ROWS OFCow 0 HOLES i vroaAYror`L i SPACE - I O ; JIB APART j -1 ; Z-CLIP FAL7f SIDE TABLE 1: SOURCES FOR®& 000 ' O/REL'AOMS. i i OF ILL (SEE TABLE 7) GP71O.s 000 j S(Aj'$ IYPMAL PRra"E7PAIE5 STAN04W SAYER s11LC vaimTDE KNUCKLE i 000 i ANUCKLE iWEREMCE TOME/smmw PLASTIC 000 ; (Tp) , 20 ur.LAllarotav 31LOM faT RF91'I O N i 000 1 ' ' SPECIFIC GRAVITY ASN M2 0.043 Ib/,n O.G13 IbC L 000 - --� wOJaow MECHANICAL- If I , �� , TENSILE 1'IF1D STRENGTH ASIN D638 9.400 p-L 9,500 p.1 v sAr T � F7F7ILAUl.SfRENORI AT YIELD ASN 0790 12.500 pat 13.400 p.aL qq F7FXOLAL MODULUS ASN 0790 340,000 pal. 345.000 pm. I T I 6 M.IIA• SNAP-!N D IMPACT" i o� I i •M� DADU nD EN 3 7.000' t, DCUP To BOT I DM NOTLIiED 1200 ASN 0256 18 FT-Ib�n 17 F7-Ib/ln. O ' WIDOW MAX.. , �� i ' �^ (SEE TABLE 2) HRF URN pi 2 ` SMOKE DENSUY ASTM D2843 47.2% 64.5%VM h 3 I 1n ; I RATE OF BURNING ASN LIM C-1 CLAW C-1 CUM 1A I SELF 1GNII,ON ASN D1929 1010 F 980'F SWT WINDOW SLAT WINDOW CLOW 7wx WFATVERiNC-e ASTM0155 N T I I POLYCARBOR47E WEWA'G 7ENSU STRENGTH AFTER WEATHERING ASN 838 9302 P.J. 8640 Dal V W V N- i ; WINDOW(SEETABLE i) TENSLE STRESS BEFORE WEATHERING ASN 638 8461 p..L 8060 pal 2 i 22 i AP'.g$ I 7.000 I g W I ; -TMX(2)WIAIDOIYS ALLY!7E W ONE SLAT SPACE 'y ; AJAX i p W I A UNMM O'24'APART,WMi 12-NMN.FROM ENDS OF SWT TOP R BOTTOM ' m _ (=MES� ���� TABLE 2: SOURCES FOR ' ip�ppy 7DPIEC �OR©,NOR AT CORNERS OF PRODUCT w•9AT I TYPIM PROPf7M STANDARD MAOIST 70M CDAOMTY o po r-- -- ® SLAT i�wow DETAIL R BLACK PART I 000 , (ELEVATION) Phle000 i 20 CFIC SW1Y i 000 SL17'S SPECIFIC GRAVITY ASTM D792 OA42 Ib/-n' XN ; 000 i i NE%NO MECHANIC9L• 00 (T-) , I wwww TENSILE YIELD SffdNGM ASN D&M 11.500 Pat 000 3 ROWS OF ; O° aoo STRENGTH AT YTE1D ASSY D79D 15.000 pal i 000 i 14.0 BOLES ' i i '' _ FLEXURAL MODULUS ARM D790 450p00 paL ' 0 EA.SPACE i L_-_ ._J I •�, �. NOTCHED ' I 3/B APART ; ,rM�aasARArc6 a,. INotTxlm 1200 ASTM D256 126 Fr-lb/In ro�mo2 ; AV VBORONS I mnATPorTw ; Lg [Roe , azo• a25o• COEFFICIENT OF THERMAL EXPANSION ASTM D695 55■10 in/N=F I 21 Z-CLIP ® SNAP-IN END CLIP MSG T�r�LPERATURE amE D3416 5o�o?F BE USED AS AN OPTION FoR ALL ffMAWAOA5 ® SLAT WINDONT ELEVATION► UNDI LARGE ADSSAE ANY INCLUDE PERFORATIONS AS PER THIS DET"` TYPICAL lA SLAT WINDOW DETAILS -WX (2)WINDOWS MAY BE IN ONE SLAT SPACE MIN. 24'APART(UV.EVERY 1O SLATS) WZ N) VIEWING WINDOW & 1 62 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) \11 /I FLORIDA BUILDING CODE (High x Non High Velocity Hurricane Zone) `\�`��•..••""••.'`/'9�4� LezD,s TILT¢o INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRkwN AjG.IMi P; Jr✓ENSF �L ECO FOLDING SNUTFER CORP. 0/70/5 _ 1 M C. DATE a = TMW TESTING h ENGIHEERINO COMPANY 7089 NEMSIREET RACE / _ m,ra w,at s m vMaaa 0vn[,q rt n,ea WEST PALM BEACH.FL 33413 75-014 �')C: :�•r w....LDmMY,-Ism.tti.posyn-MaT, RR:,BDO-8RJ-637t •o'•, ATE QF '��tLA` TB-b"aoD67eCOO 9`"n ....faa,pdulR- DRAWING H. WALTER A TKLIT-P.E.P. �'•• �u m "'M '�' E�1•':,1.. \ FLDRDu U./44167 nnv.. r SH[LT J oT iJ 1 2 3 4 5 6 7 A B 6 , A 2oFO3 W/ 03 ,16 ,� OR 19 4 DR 5 g (2) . w O USE (FOR SPAT 30' 1 rj♦ ♦ NOTES ON @& LOCKING TUBES®ATI &Q. 20 N w 'UP TO 99 0 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED j AT 30' O.C.FOR SPANS UP TO 99'.USE THREE (3)%FOR LARGER USE(3) AT 30'O.C. SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPONENT MAY BE = F o FOR SPAN�LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED'CENTERPIECES N "t THAN 99' UP TO 944' DOR�. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP &BOTTOM AT u �� PRODUCTS CENTERPIECES�OR AT ALL INSTALLATIONS.LOCKING TUBES 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR 8 (2, 1 t ?SEE LIMITATIONS FOR®ON SHEET 2 i 1 1 SEE END CONNECTION DETAILS ON SHEET 9 TYp.FULL HEIGHT,FOR 1 6 CONCRETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. ^ O O O © O O 9 + 10 s + 10 + 1 9 + 11. NLIMTTED WIDTH TYPICAL ELEVATION N. T. S. 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SEC71ONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SEGnONS IIW & 2W ON SHEET 10. % SEE SECTIONS 4W, 4AW& 7W ON SHEET 11. ```��� �pT1L(�TJi�i�' FLORIDA BUMING CODE(High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 7BW, SW & 14W ON SHEET 12. ®nits TR7EL0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM L 4167 *_ _= IL ECO�N1. a;SATE FOLDING SHUTTER CORP. DATE E .'Ly T1LLJT 7E871NG t ENGINEERING COMPANY 'a.H067PEET PUDE wsr it 1 �xxQ8 15-014 Pit 1800-643-8371 ''iii Or(•' 'Q���\� ®�19 Lenin w..Jdaymwa«:evn aaArnlo No WLTTR A TIWr Jr.PL no=lie./4{187 NWe a A6'Ef OT 13 POURED CONCRETE OR CONCRETE BLOCK WALL REOURED. OPTIONAL RAIN HOOD POURED CONCRETE � EMNG NON STRUCRIRAL WALL COHLBLTION OD60•THICK SS OPTIONAL RAM HOOD (NOH-STRUCTURAL) REQUIRED. - TRIM(DECORATIVE HEAD) (SEE SHEET 13) ROI,I.FR HOl14NG (NON-SfiLUCNRAL) (TyP•) 4, . $ 1.000•% 2500•NRL c / 18IL ED. M24 OPITONAL(22)NY"W 't (CONNEI:IION C2 SEX SHEET 13) (RAIN;HOOD NON-SHtUCNRAI) 0855.0 OwJ f lt qq 7 1 Ila x Y LONG NYLON/ _W /1G'ALUM.POP RNETS. 1 13 if 1 BUSHING W A 0.150' 3/18•ALUM. / CONT. POP RIVETS. O 18'O.C. 1 (27x4'MAY 1 LONG TOP SECTION OS00' 0.16.0276• 0 18.O.C. 1 OD.AND 0.245•L&AND 1/4'0 rrw BULDFX �v 1 0273'LONG BOTTON � TAPOON W/ADVANCED 1 SECTION 0..2 O.D.AND WEATHER POURED CONCRETE 1 N O( �N I 1/4 E ADFORM GY 1 0245 L1 SRBPPUNO EA. 0R RED DOTE BLOCK OOISTRUCfION PROOIILTS 1 1/4' x 11'7{EK 1 (TYP.) SIDE OYP•) 1 or WALL REOURED. (oH SHEET 163 / or � CREM-FEX W/1 3/4" 1 SCREW sONWfM Hl�If7hs1• pppBRNE 1 ®T Qz ®T to MR EHE3FDAQLf O e'O.C. 1 WASHER O 4'O.C. O 16.O.G or 1 POURED CONCRETE 1 1 ®T OR 1 YIN.SEPARATION v AL REIXIBEOB�1-v - TO MUSS T or or (SEE SCHEDULE ON SHEET 13) ITNRL SCLASSiDN TO GusOR CCOONNC ET 8110(2( �(SE$SCHEDULEWALL REQUIRED. or CONNEC( � 3 1/4'0 x 1'TEX1 SCREW OR 1/40-20'x1's SS.NS WITH NUT 8IWLSISFR O 4'•O.C1/4'0fIW Bl1ADE7(' yfo:,s•ss.sxs.w/1/2'r rAPmN w/ADVANCED x1'LONC NYIDN FAILINGS THIEAOFORM TECHNOLOGY i F " Cowan"C (TyP.BQTTOM).ANO 3/'1' OR 1/4.0 1100 '$ (SEE SHEET 13) LONG(T7P.TOP),ExcEPr AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS 1 13 ROLLER HOUANG(T1P•) SECTION 2 MI El1�ENf 0 s'LOc ' (2'x4'MAX) WALL FACE MOUNTING INSTALLATION OF so CHOR SECTION 1 rn' SPAMG sP m1G� GROUTED BLOCK REQUIRED 1.000 i,, 2.500 MIN. CUM.1'e=2 IIsi GROUT)OR MIN. ED POURED CONCRETE % EXISTING NON STRUCTURAL / WALL TM(DECORAIM SILL) O O 6 ANCHOR SPA@10 STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 ' INSTALLATIONS DETAILS INTO CONCRETE u lytL��r'/ NIX. DESIGN PRESSURE RATING- +es.D, -sD.D PSF & CONCRETE BLOCK ���E`T) `H!i 1![/�rrArii FLORIDA BUILDING CODE(High do Non High Velocity Hurricene Zane) SCALE:N.TS. ,,�ya?.''• GENS '�9''s 02015 UJECO M TITAN II FOLDING IMPACT PROTECTIVE SYSTEM � F• NOTE FOR COMBINATION OF SECTIONS: * E.O. = EDGE DISTANCE ^ W� 1TtT[p 03/10/15 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) '� E C O IMC. FOLDING $NUTTER CORP. DATE nLLIT TESTING 8 ENGINEEniNG COMPANY 7088 H MTREET PLACE M ANY WAY TD SUR ANY INSTALLATION. A:a�l$ FF .�= nzss Ka s1..yt.e5 za laew r+a�,n sst WEST PALM BEACH.TL 33413 1 15-014 }3N 0'11 Pea..xtmlpn-tan.I�tf3ss)mt-tut f7L• &0-843-8371 ����'. �T �t������ FH-00015719•mn —JdQ gohumse.ean DRAWING Ne T SEE LIMITATIONS FOR®ON SHEEP 2 J Wu1Ex k ROTI.tr.P.E.LIMITATIONS tva� ^ett •FLDWOA Lk-y u197 MA'a txA SKEET s a 1] i111111N1 _ .. 1/4'0x 3/4'TEXS SCREW OR i/4"x 3/4' i SOUS W/NUTS&WASHER O 1f O.G THICK S.SL 1 POURED CONCPETE OR DROLLER HOUSING ' LIX SEPARATION 1 IANroS ON CONCRETE CLASS 77 . TO GLASS OPTIONAL.RAIN HOOD 1�( ml T Or (SEE SCHEDULE CONNE:nam C4 LW' (RON-STRUCTURAL) 1 a ON SHEEP 13) or S (SEE SHEET 13) /10x3'SS SNS W/1/2Y ®t '�N ALTERNATE 3/16'ALUM. t x3/4'LONG "ON BM RyETSALTERNATE 3015.0.Cµ POP RIVETS O S'O.C. 1 (Typ.TOP)AND I•LONG(fyp. AT REPR.1 Q REAR. 1 $ )• ) AT ROLLERHOUSING 1 ' to a %� HLB55Y(TYP.) 1 n b 9 1 En m m a, 1 In 3/16'ALUM.POP RIVETS 1 rnT z ]/18'ALUM.POP RIUE75 • O 1O'D.C.60711 SIDES O 10'O.0.BOTH SOB LEG gµ III 3/16'ALUM.POP O, ORRIENNTADON $ RIVETS O 18'O.C. /10 x 3"S.S.S.1,15.W/ Comm,LONG NYLON NT.0.1631 N.3/4"PLYWOOD Mw.3/4 PLYWOOD BUSHING W. A 0.150" 1 YIN.SPARATION 0.270'x0.030' *r2 1�2•M7. REQUIRED LONG TOP SCT10N 0.50U'I TO LIASS ULTRAFAB g REQUIRED O.D.AND OZ4S,EH.AND WEATHER r1/4'•TAPCONS OR el 0.223'LONG BOTTOM (SEE SCMFnnr STRIPPING EA_ 1 Of CRETE-FLEX O /1"TINKLE BOLT W/ SD:110N 0.32D'OD.AND ON SHEET 13) SIDE(TYP.) ®t e ANCHORS 6'OIC. ^ WASHER&NUE O 10'QG 0.245'Ed s - EACH SIDE 1/4'THRU fHOLT W[ q1/4'A TAPCONS OR POURED CONCRETE OR WASHER&NUT O 5.D.0CFEEE-FLOCANCHORS 6'0.0CONCRETE BLOCKWALLof REQUIRED Yx4'OR 2 XI/8" POURED 17x1/6'8063-T6(VIDE. 8047T6 COM.AWY. CONCRETEUM.NJGIE OR BEM PLATE. 'POP WVETS O 5'D.C. 'C7' AT RE-411 STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.AS.O.DESIGN PRESSURE RATING= +66.0• -66.0 PSF MAX.A.S.D.DESIGN PRESSURE RATING= +66.0• -66.0 PSF; W •z I • !n� 0 9 'D 3/16'ALUM.POP WVEIS O 1 CDN. GLASLTION TO R 10'O.0 BOTH SIDES �—(SEE SCHEDULE . ON SHEET 13) m 9 T a34� +$I I ALTERNATE LEG or3 W 1 &IORIENTATIONTATIO NA ®t • bRDTgN CON ED'110N C3 ALTERNATE LEG (SEE SHEET 13)-. &ANCHOR POURED CONCRETE OR OR>ENfASION It --J %B••WA 3/4HER OmR�f/4nFW W' I .. .i CONCRETE BLOCK WALL BOLTS W/NUB&5/8'WASHER O d REQUIRED L'OL • $ �' BUILD-OUT FACE MOUNTING INSTALLATION CONNECTION JO-R SECTION 4 (SEE SiEEr 1 POURED CONCRETE PO' OR o/x z/3/4'BOL NUTS CONCRETE &5/B'WASHER O B D.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE - N.T.S. Vf1 0 4A BO 0 FLORLDA BUILDING CODE Ah& Non High Velocity Hurricane Zone) •.•,.••.•...,•. % 02015 TOTEM WC, TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM L` NOTE FOR COMBINATION OF SECTIONS: * F-D. =EDGE DISTANCE y� \CENSE A•, 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �i — - '= �x FOLDING SHUTTER CORP• 03/10/15 IN ANY WAY TO SUR ANY INSTALLATION. i - IL CCC ENG. DATE * a *z RLLIT TESIINo&ENGIN51Z G co14PANY 7080 HE76TREET PIKE �S- a e aas wa z m Wvx1 a0*6 D.n,u Mtsr k 1 BEACH.0-843 n aula 15-014 I{S14 rsa.o. wr Pik 1e06-B13-n771 I SEE LIMITATIONS FOR©ON SHEET 2 .�t�$ a-mw7:-OOM7oolmm s.sJgTmpdxaaamm oRAWT1Hc 110 WALTERA.TaLff��71Jr.P.E. o.r osr FLORIDA Ua/44167 Mos ax. SHEET 6 OF 13 \S• Ify1111111Ngt� •VIN.ED- ED. POURED CONCRETE CION ECTION CS . PEOUIREO (SFE SHEET 13) 0.060•TH=S--L ROLLER HOUSING % OPTIONAL ROM HOOD (NON-STRUCTURAL) 2)NYLON to.3'SS SUS W/t/20 TOILETS 0-655'/(TYP.) X3/4'TONG NYLON DUsHING$ . [fyp.70P)AND 1'LANG(Typ. I 8 FgfiDY),IXCFFT AT ROLLER 110USINC(IYP.) ®10 a 3'SS-SYS-W/ 0.373•LANG NYLON 3PO/1P6'� B(1g10IC W/A a1SW I LONG TOP SECRON 0500• O 18'D.C. O.D.AND 0245'Ld-MID CART.0.1637.0.270'.0.030' b223'LANG BOTTY7Y ULTRWAB WEARIER SECTION 0.320'OD.AND STRIPPING EA SIDE(1-.) 0249-Ld- -or ( ) Lry t a s V ON 10 ASS CLJ T v�ai e (SEE SCHEDULE VIN.S&ARATION �ON SHEET 13) TO GLASS ISEE SCHEDULE- / or 118 SHEET 13 •/ I MOR.SEPARATION o ® TO GLASS /40 20.1'S 1/4'A.1'TEK SCREW OR 1 - S LIS WITH (sFE sCFIEDULE J ori OPTIONAL RARL GUARD NUf&WASHER 0 4'O.C. ON SHEET 13) t' I (NON-STRUCNRlva I 7 ALTERNATE 3/16'ALUM- POP RIVETS 6'0.C. OPTIONAL RAIN GUARD AT REM. I (NON- ) ALTERNATE 3/16'ALUM. ALTERNATEWRH 9. LEG n POP RNETS 0 51 O.C. , n LAGRON N ,--(�� ri Ai REM. 3 �i•a 3/16'ALUM-POP RUM ANCHOR �-+ OONNECTI0N C7 0 10.O.C.BORT SIDES (SEE SHEET 13) 5 /16'ALUM.POP RNETS — - a 1o'O.C.Doll SIDES EDGE OF P IF NlA1T IF POURED CONCRETE C y.Tg1 q APPLKhaLE REQUIRED (SEE SHEEP t3) - O POURED CONCRETE POURED CONCRETE / REWIRED. .LOP.EJ3. REOIARED •Ypy ED- •YIN.E0. (( SHEET Cal 13) •Am EA. 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 BLOCK SCALE N.T.S. `I JAA7 FLORIDA BUILDING CODE(High k Nan High Velocity Hurrimne Zone) NOTE FOR COMBINATION OF SECTIONS: * .�\\ '"�••"'' di ®2o167n7DA 0.c. MAN II FOLDING IMPACT PROTECTIVE SYSTEMMAWN Be. E.D. = EDGE DISTANCE Q:' EN 9 '' 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ����• \"\C SF IN ANY WAY TO SUIT ANY INSTALLATION. _ = I L E C O�Me. FOLDING SHUTTER CORP. 03/10/TE DATE ,: = TLLlIf TESTIIM.h ENGINFERINO COMPANY HEST PALM EFAOL FL 33NJ 1 SEE LIMITATIONS FOR ON SHEEP 2 / ';�` 7089 HEMSTREET PLACE a,v nom '"+�•� � ++A+D"' leoG-64J-nnl 75-014 ® A9,. .Y-tAIEZ)h e-mam mtaaow-tea, fd&glhuth m rcuwuw Na FH-0006719 WALTER A'MUT Jr.PS FLOM A U./—167 .NN. SNELT 7 lK 13 !!!1/1111\ILL\1\1\` • 'POUNFD wxaaTE On GRCONCREFE 6"MNL d S9AM TL6E PEW snatauE BLOCK WNL REWIWD (gE 5001YA ta)RONa d 1/1•�TMNLS X X ANObIS OTP. fYE SgaDlEq / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE 70P OR BOTTOM) (04 •a/�' �+ --- — -------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS --- --^ AT aaLDNtlnIIx•Y41r. 0 0 0 -----0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE Spm mBEpunComa -- ------ TUBE PRODUCT 6063-7e ALM 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM ars +�iN•i 1/4Y.31,r'RX soave tA-nP. TUBE TUBE TUBE erns rx: .r•a « 3.r Q 60' 106.0" 13 8 +/41 LENWN 11/Ii IENOIH LLUANCLEI:,, 2'x4"x1/8' 96" 85.0' 17 10 ANrxE ' 144' 69.0' 13 8 4•a a1]•d 80' 117.0" 17 10 R271d/4•x MCM ' 2'x4"x1/4' 96' 110.0" 21 12 N0 10 MAUL ANLME p 1 4 1 f OEE sCwE1%b? 4, d E.B. J 144' 91.0' 21 12 T. Sm TUBE 80" 109.0" 17 10 SPAY TUBE MOUNTING DWALLATION TYPICAL AT TM 2'x5"x1/8" 96" 100.0' 21 12 SECTION X 144" 81.0' 17 10 SCNL ILTs SPAN lUff 4 t/i'YN, gp' 124.0 21 12 EA ma wXM +/a•7W. 2"%B%1/B' 96' 114.0" 21 12 - er 144' 93,0' 27 12 T Y•4•er aSa'ar I5 7k VALID ALSO FOR MIDHEIGHT TUBE DWALIJOION ONLY WHEN THE SUMAMON OF THE 314'a s1]•a �4LHICLN ©t SL+ ,¢•6/41 LOMSHUTTERS HEIGHT ABONE g 65HOWNDOES NOT ON TABLE EXCEED THE MAX PRODUCT SPAN (sE saanLAE) m Y Y.� it TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE BE AT MIDHEIGH1� 0 0 0 o TUBE PRO TUBEALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS —1/4'P tuµ rn0. SIZE•70L sSPAN SPAN LENGTH !A END PER END OF TUBE ------ ------- gmala•> ------ -- ----�--.— Ya1t/41 UM.'iH N � ANGLE 60' 76.0" 13 72 i 2'x411/8" 96' 60.0" 17 15 (e)T/4•.a/P nX5 97 4•xE1 sPAONc sww nleE PFN s1lkDDLE enoB•MNL a x•as+oxaBNwNlr' 1 144' 48.0" 13 12 OO RDKs ac+4Y iNCOfF. TYPICAL ELEVATION (TUBE AT BOTTOM) 80, 87.0' 21 18 BLOCK WNL RDYJRM AN0101ta mrf(� ) SPAN TWE YOURBNG INSTALLATION N: 2"x4"x)/4' 96' 79.0' 21 18 SECTION Y MAX svN Tum LOO 144" 65.0' 21 18 (e)Va x a/4•MG sway swe x.Ts 4+/_•ps AT 2' s14•a s1r a<»a1+p• O+TM 80" 77.0" 17 15 LENOIII mm-m afxL Nxai POENO+LD +/Y IYP. P)Rws�+µ.•x (sE s0®uLE) +a 2"x5'x1/8' 96• 70.0' 21 18 IDLEE) p t - 144' 57.0" 17 15 _ r 80' 88.0" 21 18 pt 2'x611/B" 96" 81.0" 21gig 18 Z Z 4� 144" 66.0' 21 18 o o E-;:o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE v4y•a/4•NXsco• -------------- OR GROUTED CONCRETE 9LOCK WALL am0•WL I.V.oc o 0 0 0 0 o (sg staouLE) -------------- scAlE:N.rS. Gvz-m�N,� 0 0 o O o o MAIL A.S.O.DESIGN PRESSURE RATING a 37Lo PSF tERM e �� ME FLORIDA BUILDING CODE (Nigh& Non Ifgh Velocity Hurricane Zone) ALML vCENSF'•,p 0 201 rLTEC0 INC. 'ITAN'11 FOLDING IMPACT PROTECTIVE SYSTEM ORM u �8 I S1• L� "r of = IL E C O LNt. FOLDING SNUiTER CORP. oa/03/"/"DAlE ACE BLOCK WA nF.OIRiFD rN'w ria•a raft/4• z MUT TE NO k ENWNEMNO COMPANY WFST PAUL BE M TOL 33j413 (e)+f4•x 3/4.706 SMV M 6DO-7B A° TYPICAL ELEVATION [TUBE AT WDNEIGHTI Z' � ,:t �e K. '+$nwe'0Sw.p.M4`pm' i-ta+`i+a+m pH:Teao-as-ea7t 15-014 Ar 2! as toLmIBWwLr. ( oE) oy.• . 4, a-maE Mt.meeoLwm .wldeLngMmetemmn OR,twBLo N. SPAN YUBE MOUNTING INSTALLATION WALTER A. 67 SEC110N Z r SFE UMITAnONS FOR ON sIFEr z 4 RAROA Lin Ir 441P. r •vim. s RLEET a OF u • x.Ts �/i � N • 1/4' w 1 J/�• 1111 En, . 7�PLCt15/CPEIE-flE1t (9E Sim -EISIM CLASS ARNORS°19'O.a 13) , STRUCTURE IOL Ea 5759•C1YPJ EWTINt C3E SHEET 13 E7aMNG SRiUC1Ufa: / 1 S71t11cIUia: 3/1W PGP RIVETS OR CENTERPIECE FOR R /Vr4CO3raw/ 4nFx \ 1p•w 3/4'YM o C1YPJ ANCRORS o IV O.C. 1 'S"am /I6 PGP 3 } or Q0101 or 1 or 1 OR 1/450/4• l Or 1 d� ms o 1e•O.C.• LL DACE B 9010' 90.0' END CONDITION\ 90Q 2 3 / o.v 3/1t'PGP Taws oa 40RfIQWN fa/4 QC'/4'7060 / OR E7f(EIaOR) U55JJ (1) 070•04- :7 o r (SEE NTE 1) �FERIOR (z)p o Jo-ase w�EnR uury�Ce����m ss• \ iudla j o 'L'P' o u�AR'IwI I�iP \\ HORIZONTAL SECTION 20 �� T- 8 yj �' TwRaaNru sEcnolSCREW INIERIO, ,) (I><1,EI6 T>nt>aaR) OR rPa'POP WETS rIISA/9•COMOR /45u/4- c uAY vARr a LAST sLAT%T wAPPED Osuummm 4 OR 5 aa0—Ta ALIarOR 5mo fa•a01wmR/aeT3Ex SHO FIOSEE LlSOTATICMfS FOR©ON SHEET 2 '11 msTO8r18•smuLR 1. Al oto as \ 3 \ / Ex6NSTRUCTURE RUCTUfE 2,2"k e' . BUILD-0 '�' soar-Te ruaY�xaE END CONDITION. 3/16•TOP RIMS Ln m fR 1/1'Y 3/4'106 OR DOSSING SIROCTUIE _END LOCK ANGLE 1/4 w 3/4 BOL1s w/ END LOCK ANGLE Ruts o/1 as �/�� 1ORMONR1L SECTION HORQOMA-SECTION NOTE.1 r a 2•w 1 e'60&31-7e 1/4'w J/4.7E7f CONT.A1R�BW ANCLE :iRfl13 Atf671 ro rnE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR o oa INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TU13E®. A (�T37o Jo oa o 106(2)0ffitO�O.9u• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN Jr(3)t 70 70 0.357"x0.357'AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOMNG TUBE ®AND SECURED °G°tameP UP INTO R WITH A 0.120" o.d. HOLLOW PIN- THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH m 144•�At(„use SCREW W7 ffi WALLED A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM NSR OR 0(7E7aOlo OF THE TIP A SQUARE, 0.475'x0.475"x0.085'THICK COLLAR MUST BE INSTALLED.AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE ® A 2—PIEGE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 18 SHO (1)PIECE, 1.375" LONG. WITH A 0.366"x0.36674.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" P� CR DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Soo SOLID THERMOPLASTIC TIP INSTALLED AT @8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRIU.ED ON THE OUTER (MAX-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. V 6 R 4 OR 5 SHO 3�pt1tI111T111))LI�AA ALTERNATE LOCKING SMT CORDER LOCKING DETAIL 11=0147M.SECTION ����,,•.- •./✓ �y FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) 0 20 76 T&JECO W_ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN er END INSTALLATION DETAILS INTO CONCRETE, _ _ No.44167 CONCRETE BLOCK & WOOD (AS APPUCABLE) *_= IL E C O ENE. FOLDING SHUTTER CORP. 'DATE i 'HINT 7ES7IFIG&ENOINEERING COMPANY 7W9 TE76RaFT PLACE •t4Ne R.►E1.Pi.3 n-I- WEST PAW W-aa,t°o•u o+ma 40H,FL 13113 15-014 'yam'' / '•,•'���,a` Pd.r Easn•owLmPmXn-tmt _1 71 C"WNO Ne 1 `` C NALIFR A l Lw Jr.P-E 17A1E IlpaDA LIT_1 44167 oanonw s SKEET 9 OF 13 4 �2' �3 ALIAIPAAF ANGLE mo-DUf MOM PBt SECDON 4.SHEET a • A A (2)3/16-POP NVEM 2ALU11B2"1 A1NCX EACH LEG OF;r Y Y _ ANCLE ANG lHi MAY FAM AWAY FROM CPO" VS MIT OR TQY/RUS µa PPEREQU NO AN WmT F m� RLTBI4ED TO HOST x:31 '^ � stltLtcnuaE D BUILD-Our MOw PER SFCIION 4.SHEET 6 (2)3/16-POP RNLI$ EACH LEG OF 2'Q- /JIOlE HEAD ALTERNATE WALL EXTERIOR ELEVATION �'siLL D LARABOT}(SIDES PLAN VIEW A—A MOUNT R ONE RBONE OF PRODUCT FDR \ LES OPTIONAL SIDE AN (2)IF 1/4' 3/4' II J \ (FDR smim 4,SIRII 6) TEM 01T!/16•POP RNPER �i/ �1tM1•/Y•1 1 „_ATOP 3_2• Ll3 ANGLE 10 TUBE WITOM OR TO WALL(2 FED FM) . =14'0 TAPOON/ LD1 ANCHORS Fh.AHICIE TO BAB 4PY.OILS/CPflE-f1F% D PIEfWRR Y BE L ENAN(2MIS O 18.0.G ,7• 1 00 311r OR L D 3/t6'POP WEIS OR2 DasnNG IC SRnnm v4• r 3/4•wis J 12'O.G. .3 IA-LmL W t CORNER POST ' '�• E OF ODIICFM W ISOMETRIC ` 3Iv SLAB (TYP.Q TOP ANO BORmF sIffi) 1 9 2 ENDO OR a�BE nAT TRAPPED END CORNER POST CONDITION W/ FLAT END WMZOMAL SOWN FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, '�' � F ': ®2D,STLTEroM0. TITAN tl FOLDING IMPACT PROTECTIVE SYSTEM A.G� CONCRETE BLOCK & WOOD (AS APPLICABLE) _ No•44167 * D3 • _ NUi= I L E G O�Mc. FOLDING CORP. DATE TIWT TESTING R ENGINEEMNG COMPANY 7067 HBISrREET PLACE 6�MR]Nh EA.5LL!nS W.DI4t GNLO4 R 131” YA3f PAW BFAD4 R 33113 5-014 o . Wnr i QOpt-IStO.fm i O�)nt-191 PH:1600-6{3-m U111✓-•.�C�� e-nwi:6'tteco0aalram trNleKrpFutt— ORAWIN No •' \ l` WALTER A.7011f14,1.P E —11. mm.nm ! r an FLOi6M Lk.11416 t wWa SHEET S1 M 13 fyti WALL FINISH iSz ' ct '. V OPTIONAL UCT HOW (NON-STRUCTURAL) • WAIL FINISH k ROGER FUu9NDS /10,3 S.S.S.M.S.W/1/2.0.3/a• LONG NYLON BUSHINGS(Typ.TOP) OOMECIIDN C2 y. AND 1•LONG(lyp.DOTTOM).E](CEPT AT ROLLER HOUSING am.) c •¢^ I-- 0.060•THICK S.S.ROLEN HOUSING (2)NYLON II -���-1 C,' L�; OPTIONAL RW HOOD RIXIERS 0 a :ey°' (NON_STRUCTUW1l) E M) .2•W 1 s 2•x4'COM.WOOD 1 Ill3/16'ALUM.Pop '^ 'HEADER REO'D. , PIG z 3'SS S.W&W/ , 0.373•TONG NYLON RwETS.O 10.O.C. UUSIHNG W/A 0.150• 4163•.0.270' CANES;TWN Ct TONG TOP SECTION 0.500' ��. 1 OD,AND 0246•L.d.AND 103•LONG BOTTOM 1 or S22ECTION 0320.O.D.AND STRIPPING EA t r• 0. 3/16'KUu.POP i 2 ;d 90E pM.) ® Td \� fl'•'a '� 'c' •r`,x•• r N < 1 MIN.SEPARATIONu :rxr COM.WOOD 1 W.SPAA ERTION w B 1 TO GLASS TO CLAM (SEE SCHEOIAE 3' Or 11EMFA REOb. �ON SCHEDULE 1 or h ® SHEEP 13) ON SHEET 14 t ON ®t 21.4-ODM.WaoD 1 1 PLATE REO'D. 1 t 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOPI aL I I . CONNECIION CI WML FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) t SEE 11MRAnONS FOR®ON SHEEP 2Q•..'�\CENS,F•.•• ®sols TILIECO INC. ifiAN II FOLDING IMGUM or PACT PROTECTIVE SYSTEM NOTES. NOTE FOR COMBINATION OF SECTIONS: = np 07//o/ls 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO = _ FOLDING SHUTTER CORP. DWE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I-MOUNTING SECTIONS CAN BE COMBINED _ _ 7L E C O IMC. ,E„ PLACEIN ANY WAY TO SUR ANY INSTALLATION. a nLLrt 7ESTINO 4 EIHNNE[R1Ho COMPANY A;• .��,• aEa wx]E0.sL sm ux vncw uM.s.R.m,ea WEST PAUL 00-713 FL 33773 15-Ot 4 �pdu: -re.,lamp),_lssl f1E 1600-eU-6777 -r �,• f.'•�I k430067 ad.eom .nldAnyduOamm� DRAWD70 No ®eJ wALTER A.ie.f TIWTa4Jr.PE. TE F1Di3[N Lie./ 167 ,� ww m s1ffET To or 13 1/4'0 x 3/4'TEXS SCREW OR 1/4'x 3/4' BOL75 W/NIRS&WASHER O 6'O.C. of LRED.)SIWCOU1 ADEQUACY EQUACY .Y OF EX6(NG WDOO BEAM TO BE I rV CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR wALL FINISH 00�TH . Y SEE umiTAT1oNS FOR®ON SHEET 2 TO PRODUCT wsTAOaTrori HOUSING 2...CON! C4 D HEADER> OPTIONAL RAIN HOOD NMF FOR COMBINATION OF SECTIONS: REWD. EQ. EQ. (NON-STRUCRIRW 1- MOUNTING SECTIONS CAN BE COMBINED r:� g {IOx3'S.S.S.M.S.W/1/2"0 x3/4" IN ANY WAY TO SUR ANY INSTALLATION. I LONG NYLON BUSHINGS(TyP•TOP) ANO 1'LONG(Ty0•BOTTOM),EXCEPT AT ROIitR HOUSING(TEP.) NOTES: OPf10NN.RAN HOOD \W ,..,,- R1 I MON-STRUCTURAL) -i <,;$,-', 2:r�°•;; ' 1- FOR WOOD FRAME (2)NYLON CONSTRUCTION:W000 MEMBERS TO g .�:•_ 1- t1,, BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL RO 8 -/Fe 1 I I J-- I I _��11u'' r--. 11 liPDP fUJE15. /10 x S'SS.S.YS.W/0373'LONG NYLON L-'ATERN4lE IEC BUSHING W/A 0.150'LONG TOP SECTION 3/16'ALUM. O 18'O.G OSoO'0.0.AND 0.245'Ld AND 0223'LONG BOTTOI POP RWETS, I LDGTEN COM. M SECTION 0.320.0.0.AND 0.245'Ld O 18'O.G (SEE NOTE•) 0.1G3'x8.270*4.030- (ryp•) YIN.SEPARATION I LA.iRAFAB I EA. - TO CLASS 'STRIPPNG EL SIDE I (SEE SCHEDULE •) T Or ®Y ON SHEET 13) 1 or®Y MNL SEPARATIONFn v SEPARATION m (SEE SCHEDULE MIK (SEE(SEE GLASS ON SHEET 13) 1 O!N EET ON SH13) Y v ®Y I T or® Y ALTERNATE 3/18•ALUM ALTERtb1TE LEG OPIpNA1 RAPT GUARD POP 16VE15 O 5'mr- r-_ f=--., rL�� (NON-STRUCRIR U I ALTERNATE LEG AT REAR. I I I l L U f j t ���__ j "SEE NOTE•) I LOCATION i II U (SEE NOTE•) i Imo_-- II 11Lr AL7MRNATE3 /16'AIDAL 1 tt lLitf 11 � 1 I I I 11 POP A 5'QG L -J I � ;1 c AT REAR.AR. 2'x4'OOM.1 E`-- -_ r-� WORATE I II g ;tr t' .3 REQ'D. 1 p h i 3/18"ALUM.POP RIVETS I _ ato C'•3 O 10'O.C.BOTH SIDES � - g � ED• I` �i J AULIML POP ES 0 10'O.C.BM SIDES o WOOD BECK REQUIRED 2'x4'CONT I (NO FINISH N10WED) WOOD PLATE - 1/4S x 3/4'TECs SCREW 3/4'TENS SCREW I OR 1/P x 3/4'BODS W/NUTS WASHER OR REQ-11 1 d 5/6'WASHER O 6"O.C. OONFlT10H Lb 7/4'BOLTS W/NUTS h �� COLIION C4 I 5/e"WASHER O 4'O.G I I � ED. GT WALL FINISH WAIL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOM) SECTION 7W SECTION 4W ,,,,LL111(t1(( (w, �(;f�•�•� Y/�j�� FLORIDA BUILDING CODE(High $Non High Velocity Hurricane Zone) NOTE W 'ALTERNATE LEG LOC1T10N AND ANCHORAGE TO WALL SHOWN Do= �` % `EAIS'•. t/�� ®2015 TIL7¢o Tic• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM P�� �Y Al+./ML INSTALLATIONS DETAILS INTO WOOD = nEHG1NEmErdMC0U FOLDING SHUTTER CORP. °]DAOT/C,5 SCALE N.T.S. [3� * CFG s.a am.tccxE Tums n mtaA WEST PALM E1.18413 15-014 ••. ` na,.:LYGp71-ISn.rm t(10TIA)t-1Nf Plc 1800-643-Ml Ak 47texwDTTl.cetn —Jtltlk.44Wt-- DRAW=He EB-0008719 WALTER A DWT Jr.PF. o ®m em KONICA Lk- 44167 d v+ WSW 3 SHEET 11 OF 13 V 1111141 TO CLAW CLAWDN MIN.ro N LASS or®1 Bi 8 (� i (SIE SCHEDULE ON SHEET 13) ` or OPnONAL RAIN GUARD I (N)N-STRUCTURAL) //l•0 x 1-7Dc ' AL7FAWUE 3/16-ALUM � SCRHY CR 'xt' RIVETS O s'0.4 5.$.KS WITH H Nur NUI @ AT AT REAR WASHER O 4-D.C. n l 9n • 3/16-ALUM.P RIS iE O 10'O.4 BOMWESIDES • EDGE OF SLAB IF APPLICABLE _ EDGE OF STAB ALTERNATE LEG k I 'n F APPLICABLE ANCHOR E LEO n (SEE NOTE j— 2"x6•MIN.W000 - DEDK REQLRRID COMMECI(NO FROM ALLOWED) �08DGE SLAB� Y MIN.EA . APPLICABLE EDGE 2'1,mL E.D. SLAB IF. G APPLICABLE 1 SEE WrTATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING.INSTALLATION — 1-FALL EA L--'y FLAN E0. NOTE FOR COMBINATION OF ASECTION JW (BOTTOMCTIONS: 2-x6-AOI.WOOD DEDK RmuIRED 1- NOUNIING SECTIONS CAN BE COMBINED (NG FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. MR.SEPARATION 2•:4•CONT.Wow ro cus FLOOR MOUNTING INSTALLATION rs PLATE RM'D. __h� .(S ON SHEET 11 SECTION' 7.AW (BOTTOM) NO FOR WooO FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL "' T r v�.:.;g WALL FlI115H (3)6/16'0 LAG 2 2- SEE SECTIONS BW& 14W FOR MAX.A.S.O.DESIGN or T H sCREvS w/2 1/Y MR 691i•E0. PRESSURE RATING&SPANS W f-x 4'x I 1 PDlETRA7IDN AT MDWIDTH I r c (21 OF RAFTER/TRUSSFS 6063-T6 CONT. ALIIWNUM TUBE 0 1/4-x4(6063-T6)FLAT FJLtSLING 2%WOOD PLATE W/1/4.0 x1'TER TRUSSES OR RAFTER 2•x4•UK WOOD SCREWS O 6'O.C.M AT 24'0C.MAX. SIDS O 16'O.C. TRUSSES OR 1/BB x�4'((6DW- )T6 FLAT °D RATE W/1/4.0 x1'TEA; SCREWS O 4'D.C.IN (2}1/4.0 TAPCON OR 1/4.0 CRETE-FLIX BETWEEN TRlI55kS ANCHORS OR 114 NDS WOW SCREWS OR 1/4.0A a 8 EDGE(IF APPLICABLE) NOS LAG SCREWS AT MIDWIDTH OF EA STUD W/ o ��'. 2 1/2'Min.THREADED PENETRATION INTO WOOD bil /4-MAX PLYWOOD EXISTING SOFFIT STUD 1/4'0 x 3/4'TEK (ROLNYLONLERS SCREW OR 1/4=20 x 3/4- &Bwo(TYP.) N"N SUSHNGS W/1/2'0 x3/4'LONG S.S.BOLTS °- WASHER O 6Q L a ITYD-TOP)AND 1'LUNG 1/i'0:J/4'TIX /10=3'SS S.tl^a W/ 8 ' MR) SCREW EXCEPT AT ROl11:RR xd56NG SCREW O Ir 4C. OZ,;LONG MID. MOUNT TO WOOD STUDS MOUNTING INSTALLATION ""°W'"°oz INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TOP BECKON OSTA- 0"W x0.27°' O.D.AND 0.245'Ld.AND 0.2AND LONG BOTTOM MIN SEDARA7pN UL7R°AFAR g MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECTION LORD O.D.TAND ro CASs WTATRER 1 a INTO WOOD ttwo-1111011N/l, 0.245'Ld. (SEE SCHEDULE STRIPPING FA or®T oV' IVy FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) ON sEaEr t3) SIDE OYPJ SCALE : N.T.S. ` ........... `/ . ®2015 TILECO TNG DRAWN[m ,��P.•y�ENSF .9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Aa/" /15 IL ECO,M�. °"'°E HEADER TO TRUSS MOUNTING INSTALLATION = * „LLIT 1EsnNG Nx TNGINEEGNc caMPANY FOLDING HEMOFMT T KAM CORP. DUE SECTION 8W (TOP) - - MOKms'°° n9TH WEST PAM 15-014 off, AT OF wm..rte,-1m.r...DmO.n-1311 PH:tea a3-ant LNJ� hE '8-0a671emO 9lmn w..J w n •mn DRAWINGJ13 WALTER A MU T Jr.P... ��MAX. A,S.D. DESIGN PRESSWRE RATING +60.0 -60.0 PSF. �y \ FIDRDA LIT.#µ1s7 .grn " "x SLEET 12 11/l)IIIIIIIN7 j�AXIMUM WIND PRESSURE (ps.fa CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR 8 & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHULE ww MM MM Burs sPAw A NAT.AummABa CONCRETE CONCRETE BLOCK STEEL WOOD ED PRESSURE POSRK NEGATNE 7'oN CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PRESSUREt r� a sor= TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 1 144' 180 Ib/ft A B C A C E A C F A B _�� A C 60.0' 1 60" 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 35 psf C1 4 B FT 388 LB FT _ 134 LB FT 100.0" 100" 146 lb/fk6 473 LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 3 LB/FT 432 LB/FT 461 LB/FT - 41fi BF202 LB/FT 144' 144' 210 Ibft 12 4 Li7 f 3 166 LB/FT 142 LB/FT 271 LB FT 347 LB FT 60.0' 60' 100 Ib ft C2 g 456 LB FT - 362 L1 FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0' 700' 167 lb/R C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 144' 144'. 240 Ib ft 6 1502 LB/FT - 419 LB/FT - 285 LB/FT 60.0" 60.0' 115 Ib ft 9 390 LB/FT - 309 LB/FT .157 LB/FT 134 LB/F7 257 LB/FT 329 LB/FT - _ 80.0' 6 C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 L8/F7 9 372 LB/FT 309 LB/FT - 134 LB/FT D46P0 97.0' 97.0" 187 Ib 3 .813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 4418 LB/FT 631 LB/FT 6 L226E' /Fr LB/FT - 375 LB/FT - 202 LB/FT 715.0" ft 9 466 LB/Fr - 370 LB/FT 157 LB/Ff 134 LB/FT 256 LB/FT 393 LB/FT 3 - 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/Ff 9 LB/FT - 370 LB/FF - 134 LB/FT 60.0' 60.0' 125 Iblift C4 6 LB/FT - 448 LB/FT - 202 LB/FT 3 972 LB/FT - 682 LB/Ff 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Ff 89.0" 89,0." 187 Ib ft 3 - 682 LB/FT - 364 LB/FT 50 psi 100.0' 100.0" .208 Ib ft 9 281 LB/FT - 224 LB/FI' 81 L3/FT 83 LB/FT 143 LB/FT 103 LB/fT - - 120.0' 120.0" 250 Ib/ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/Ft' 214 LB/FT 155 LB/FT 9 224 LB/FT - 83 LB/FT 4 ' 140" 300 Ib ft 3 843 W/FT - 670 LB/FT 243 LB/FT 250 LB/F7 432 LB/FT 311 LB FTC5 6 9 LB/FT - 334 LB/FT 725 LB/FT 60.0' 60.0" 138 lb/ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 6B1 LB/FT = 670 - 250 LB/FT 81.0' 61.0' 187 lb/!! Cs 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FTj 153 LB/FT 9�2 221 LB/FT '251 LB/FT 15 LB/FT - 55 psf 100.0' 100.0• 229'16 R 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/F7 C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 720.0' 275 lb/ft 3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 134' 330 Ib/ft 4 269 LB/FT .301 LB/FT 183 IB/FT - - 114 LB/FT 153 LB/FT 4 232.LB/FT 236 LB/FT 183 LB/FT - - 60.0" 60.0' 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/Ff - - 152 LB/FT 204 LB/ C7 - - 80,0" 80.0' 200 Ib ft 2 - - - - - - 305 LB/Ff 3 310 LB/FT 315 LB/FT 244 LB/FT 60 psf 100.0' 100.0' 250'Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FF 168 LB/FT 12 3$8 LB/FT 460 LI/FT 409 LB/FT - - 175.0' 715.0' 288 Ib R C8 8 736 LB/FT $94 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT CEI 8 582 LB/FT,691 LB/7 614 LB/FT - - 731' 128 34s 11,/1 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530•LB/FT 33s tB/Ff 6 1777 L9/FT 1921 LEI/FT 1819 LB/FT - - 59.0" 59.0' 160 Ib ft 65 psf 92.0' 92.0" 249 Ib ft 100.0" 100.0• 271 Ib.ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2-ON SHEET 1 126" 123" 360 Ib ft ' 60.0" 60.0" 175 ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0" 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONS.EEO WOOD STEEL CONC. C.BLOC WOOD STEEL 121' 118" 374 Ib R SPAN HURRICANE ZONE HURRICANE ZONE A 59.0' 59.0' 187 Ib ft ZONE 1 23 ZONE 4 A 1/4.0 TAPCON W/ADVANCED 3.50' 2.50' 0 N/A 4.00' 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 700.0' 100.0' 313 Ib ft 5'-10" 2 1/2" 1" 2 5/8" 717" 114' 387 1b/ft AS LESS G 1/4" 0 x 3/4' SOLID SET 3.50" 3.50" N/A N/A 3.00' 3.00' N/A N/A' 80 psf 113' 111• 400 Ib ft 90 psf 107 104' 424 Ib ft >5'-10" 100 psf 101' 99' 447 Ib ft TO 8'-3" 2 5/9 } 1" 2 3/4"--} C 1/4" 0 CRETE-FLEX 3.00" 3.00' D N/A 3.00" 3.00" N/A N/A 110 psf 94' 90 468 IN/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 ro ftTO 12'-0' 3 1/2" 1" 3 5/8" TEK SCREWS 140 psf 74' 70" 484 Ib ft F #14 NDS WOOD SCREWS OR N/A NIA D N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 lb/ft 1/4- NDS LAG SCREWS ro 160 psf 65' 62" 483 ft AS DEFINED LTY ASTM E-1996 STANDARD. ` ���\1Rtp I TI((t��1�Ii� FLORIDA BUILDING CODE(Ifigh &Non Ffigh Velocity Hurricane Zone) AHamm } EXCEPT THAT 3 5/8' SHALL BE USED Q- E -.•/ ®2015 T&TEOO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D""m sr. L+: V"MUM ALLOWABLE.PRODUCE SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ��;' \C NSF A:GjIdJ_ GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. .4, 4A & 7A. L-: MAX.ALLOWI�E PRODUCT SPAN FOR A Z 03/10/15 GNEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUT IC.R CORP. DATERATING. *:a / :•y'F_ I LE C O N G. FINAL MNfINUM ALLOWABLE PRODUCE SPAN 6 S TE Df ..��` T1WT TESTING a ENGINEERING COMPANY Toes to�nTraEr nFA>E 15-014 EQUAL TO THE IdI06tOM DL1ER7.6Nm PRDIXICF CC Nr 3�•*t•sti I wtaw a"°o'x n s�tm YhsE PALM BFIGE��tl M tryo.,(m irol:taw.r (,)srt-7377 Pit 1600-613-e371 H. SPAN BETWEEN'L+'AND'L-. ••. �iORIOP,•' °-^1pED-OCOj yL nnhl�gi. y WALTER A.RLE Ur.P.E NDPoMA Ua/41167 IIaw R SHIN 13 OF t3