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HomeMy WebLinkAboutProduct Approval 07/01/2015-9:22am DanleIG VAPrcjects\2014-MPS1400 Wind Charts\ Reference100-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' 4, 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)-ZONE4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO I'-Fkl ORST CASE'PRESSURES.'WORST CASE'IS Height 15 20 25 30 ight P10-,, 15 20 25 30 35 40 45 50 DEFINED AS THE CR N! WN VARIABLE L S DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. 0-15 -31- 1.1 -30.6 -30.2 -29.8 -2 0-15'f -39c4",u.37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. +29:4' 8.6 +28.1 +27.7 +27.3 + 29:4, 28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. 16 ft `-32 4,°" 1.6 -31.0 -30.6 -30.2 -2 2 16 y :9'''38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT + +29.0 +28.5 +28.1 +27.7 + +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTI T. 5, ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. -32.8 -32.0 -31.4 -31.0 -30.6 -30. .6 -38.9 -37.7 -36.9 -36.1 -35.0 6.CALCULATE THE TRI E OP NTNG IN QUESTION(HEIGHT*WIDTH)OR 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 •38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 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 +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 +30.6 +29.8 +29.2 +28.8 1+28.4 +28.1 +27.8 +27.6 +27.4 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -33.5 -32.7 -32.2 1-31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 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 -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft 1+31.3. +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32,0 -31.7 -31.4 -31.2 -31.0 -42.3 -40,6 -39.4 -38.5 -37.8 -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 -42.7 -41.0 -39.8 -3 .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22ft +31.9 +31.1 +30.5 + 8.8 +28.6 GENERAL NOTES' -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 AO.2 - 3 6.8 -36.4 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 ft +32.2 +31.3 +30.7 + +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 40.6 -3 . -36.7 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 +32.5 +31.6 +31.0 +30.6 +30. 9.6 +29.3 +29.1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -36.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 1+30.11+29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +3Z.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. -36.1 -35.2 -34.6 -34.1 -33.7 -33.4 -33.1 -32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -36.6 •38.1 -37.6 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 +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLEOAND OR! ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTEN yy ND VERIFIED BY THE GOVERNING 33.6 +32.7 +32.0 +31.6 +31.2 + +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM9 RRANTY FOR APPLICABILITYOF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFE29ft +33.8 +32.9 +32.3 +31.8 +31.4 + 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 5.THIS SPECIFICA R ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30ft +34.0 +33.2 +32.5 +32.0 +31.6 + 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL TEM ORDINANCES. -37.4 -36.5 -35.9 -35.4 -35.0 -3 . -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 32ft 34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +§l. 0.9 32ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8,EXCEPT AS EXPRIN,NO ADDITIONAL CERTIFICATIONS OR 38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 •47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 •41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft 40 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT MEAN +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 45 ft -49'7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 EAVE HEIGHT +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 a d ROOF 50 ft -41.1 -40.1 -39.4 -38.9 -38,4 -38.0 -37.7 -37.4 -37.2 soft -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 HEIGHT +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 Q 42.0 -40.9 40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 +-.51.89.8 -48.3 -47.2 -46.3 -45,5 -44.8 -44.2 -43.7 55 ft 55 ft41ilo +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6-42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -49.2 -48.1 -47..1 -46.3 -45 -44.5O60ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60ft +37.6 +37.1 +36.6 +36.2 +35.8 1+35.5 +35.3 WALL ZONE FIGURES IS ETR s o INE ISSUE GSSN TSB 033/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING z a V mz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04109/12 O1q 1 EXPRESS p REV 2014 FBC DGM TSB 06/10/15 f In r - ASCE 7-10, CHAPAT TER 30 CORPORATE OFFICE: $ m z N m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 g z + ~` DEERFIELD BEACH, FL 33442 CI v a z MASTER PLAN SHEET m m N. 7' fn cl THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-066)0 F:(954)354-0443", z A- I p „p Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 88885 s _ a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. E:HELLO@ENGINEERINGEXPRESS,COM �! ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 " (� m © PERMITTED AND INVALIDATE OUR CERTIFICATION. i ENGINEERINGEXPRESS.COM ` Design Data and Installation Schedule GRACE YOO PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 FRONT DOOR 2 ACCORDION CEMENT 58 39.4 TAPCONS 12/12 3 ACCORDION CEMENT 99 39.4 TAPCONS 12/12 4 ACCORDION CEMENT 102 39.4 TAPCONS 12/10 SIDE SLIDER 5 ACCORDION CEMENT 124 39.4 TAPCONS 6/6 BACK SLIDER 6 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 7 ACCORDION CEMENT 58 39.4 TAPCONS 12/12 8 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 80 39.4 TAPCONS 12/12 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 12/28/2016 Florida Building Code Online BCIS Home i Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Mo Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation &Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI IndeD 3.Ddf FL13757 R5 COI Indempdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 hftps://floridabui lding.org/pr/pr_app_df.aspx?param=wGEVXQwtDgvgk7yH M uovbm RcEiVwSM E9RsQOIObF%2f`/`2fmZrD Fh7dHzwQ%3d%3d 1/2 12/28/2016 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eguiv 2.pdf FL13757 R5 Eouiv Eouiv 3.0f FL13757 R5 Eouiv Eouiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Sum ry of Products lil FL ,, Model,Number or Name 'Description W3,75T.Sl;d; 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Its,of a Installation Instructions Approve&�fo'r'use in HVHZ:Yes FL13757 R5 II Dwa.pdf ApprovedWoor use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R5 AE Eval.Ddf combinations and additional limitations of use. 1 Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwa 2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwa 3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE Eva] 3.pdf anchorage, etc. Created by Independent Third Party: Yes E3aci; taext 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::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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 1 FM M Credit Card https://floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSMEgRsQOIObFg/o2f`/*2fmZrDFh7dHzwQ%3d`/o3d 2/2 1111..1•Irr,r 6.8 ACCORDION SHUTTER .. •. ..goo,. FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 TABlE 3 ALLOWABLE­SPAN o I�j OF ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY 90 FOR USE IT IN THE H H FOR S WITHINTHE HVHZ ! Q HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION POSITIVE POSITIVE WIND HVHZ FROM GLASSZ FROM GLASS •, �L WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE err r 4/q U.. DESIGN WITH CENTERMATES lMNO LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVEAND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS T WAND UNIMATE aB ALL PRESSURE SPAN s30'ABOVE >30'ABOVE DESIGN NEGATIVE WIND PRESSURE SPAN s30'ABOVE >30'ABOVE Z w=.% LOAD(PSF) 3B 3; MOUNTING (PSF) GRADE GRADE WIND LOAD ALL (PSF) GRADE GRADE Qf� >QVQ W i OR 8 3a CONDITIONS" (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) A� Q W L9'd OR033 S Q (PSF) CONDITIONS'• Y r m w LL 23.0 156" 158" 158' 29.3 15, 5.7" 3.5' 00" 3.1• IA" y 25.0 184" 158" 1567 �" 3.0" 1.1' 50.0 156' 30 211go" 3.1• 1A" W 'a W M 3 a 99• 3.0" 1.5• 55.0 158' 720' 3.1' 1.0' 3 ry" 3 J 30.0 147" 168" 158" 30 m �i 120" 3.0" 1.B" 80.0 148' 158" S.8" 3.5• 0'm 35.0 142" 150" 158" o W-- 758" 5.7" 3.6" 65.0 143` 60" 3.1" 1.1" �W•• 40.0 137' 145" 156" ,.1 O 60" 3.0" 1.1" 70.0 137' B9' 45.0 133" 141" 158" 99" 3.0" 1.0" 75.0 133' 108" IV 1.8" a 50.0 129" 137 156" 40 55.0 128" 134' 155' 40 108° 3.0" 7.8" 80.0 126' 120" 3.1" 2.2" m fi0.0 126" 131' 748' 120" 3.0" 2.2" �` LMIB5:01��i12Y"ern.�_ 132" 5.8" 2.7• .a �i 132' 6.7" 2.0° 90.0 " QWUM � 188" 4.T' n 85.0 121" 129' 143" 70.0 119' 12fi' 137 145' b.7" 3.5• 95.0 118" 60' 3.1" 1.1" 75.0 117' 126' 133' 80" 3.0- 1.1" 100.0 115' 99' 3.1" 1.7 80.0 115- 122' 128" 99" 3,0" 1.7" 105.0 112' SD 108" 3.1" 2.0" W 8 95.0 113' 120' 725" 50 108' 3.0" 2.0' 110.0 110' .120" 3.1" 2.5" �Q 120' 3.0" 2.6° 115.0 107• 132" 5.8" 3.1" 90.0 112" 178' 121- I 05.0 110- 117' 116" 1 137' 5.7" 3.6" 120.0 105' 156" 5.8" roMi 100.0 109` 115. 715' 60" 3.0" 1.2" 126.0 103' 80' 3.1" 1.1' �O;�C 0"m 105.0 107" 112' 112" 80 BB" 3.0" 1.9- 130.0 101• B9" 3.1" 7.8" 3339 110.0 108" 170' 110" 108' 3.0" 2.T 135.0 99" 60 166' 3.1" 2.1" 131° 5.7" 3,E 140.0 95' 120' 3.7" 2.7" r s U Q 115.0 105° 107' 107 Gr E 120.0 104" 105' 105" 60" 3A" 1.2' 145.0 92" 148' 5$' 5.0" r 125.0 703" 70 84" 3.0" t.6' 150.0 89- 60" 3.1" 1.1• \/• LIuu D 130.0 101" 99" 3.0' 20" 155.0 88" 64" 3.1" 1.5' 135.0 - 09" 128• 5.73.5' 180.0 83" 70 99' 3.1" 1.9" 140.0 - - as, 60' 3.0' 1.2" 165.0 81" 120'. "Ti 3.0" y "T 1. Bt84" 3.0" 1.7' 170.0 78" 137" 5.6" 4.6" H 1b0.0 - B9" B0 175.0 76" 80" 3.1" 1.2" 99' 3.0• 2.3" F.� 166.0 - 86' 115" 3.5" 3.6" 180.0 74" 1. 3.1" 1.8" �^ 180.0 - B3' 60' 3.0" 1.3' 165.0 72" 00 09' 3.1" 2.2' F 185.0 - 61• 180.0 70' 720" 3.7" 3.8" 110 64" 3.0' 1.8" g 170.0 - 78' 09' 3.0• 2.5" 185.0 88' 121" 5.8" 3.7 176.0 76" 110' 3.3' 3.3" 200.0 66' 00" 3.1° 1.2" 180.0 74' 1 60" 3.0' 7.3" �� 84' 3.1" 1.8" � y FOR BUILDOUT MOUNT MAXIMUM 710 89' 3.1' 2.5• a� 5' 185.0 72' tea 84' 3.0" 1.8" SPANS AND PRESSURES,SEE c c 2 'g ll 180.0 - 70• 105" 3.1• 3.1' 110' 3.3' 3.3' 8 S TABLE C ON SHEEP 6/33 e�l 105.0 88' 80' 3.1" 200.0 _ gg• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84° 3.1' .� TABLE C ON SHEET 5/13 120 89' 3.1• 105" 3.1' TABLE 1 AND 2 NOTES: a 1@r1 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: g Q COUNTY FLORIDA, 1, NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 55 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN ,J� MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN tiV TM 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 8 ; SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN Ik9 F PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND `] 3NO SEPARATION FROM GLASS IS REQUIRED FOR ITIS PERMISSIBLE . OUTSIDE THE SHUTTER BEING REVERSED.FOR EXAMPLE: lv` INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF 'MI�LLBEN9ARBDP.E SSIBLE TO MOUNT TO A WOOD OR CONCRETE THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. BEAM WITH THE BACK TI THE SLAT FACING OUTWARD.FOR 4THE 68 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND _ 15-2338 . . THIS TE CONDITION OUTSIDE OF THE SHUTTER BEING REVERSED POSITIVE ALLOWABLE DESIGN PRESSURES SCALE; .FOR EXAMPLE:IT AS NOTED CNTABLE 1 ARE IN THE DIRECTION TOWARDS THE PAGE DESCRIPTION: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO AWOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. gE 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 1S NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT d PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.PREOR SURESFPANS FOR THE NEXTTHOSINDICATED SPA ABOVE, �3{ THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. I USED. �,\\ K P.E. GEN 4ji1�24 (Or a 9FN M 01 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NO LIMITS W 88 CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE -c:;w z o INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM Y m w F MEETS MISSILE LEVEL•'D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. N p o SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION w 3 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ; DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -------- TOP TRACK m s REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA0 w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. •"p a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY ALS m SAFETY FACTOR. , S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M N ZONES,IN ACCORDANCE WITH ASTM E3996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J PLAN M 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND p-w VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, V1 F¢- w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 FF_a ya o n SHALL BE USED. F--•.., a'^ 8. THE SSITE.IYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 2 ! z= LL 9. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL ti-I I " a F ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, f F_ C�!' � Gw 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld '� 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR y c S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM TRACK LQ- SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE F DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHWiER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: g TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS SE 8 FORT LAUDERDALE FL TYPICAL PLAN VIEWS , MISSILE LEVEL D-ASTM E1886,E1996&E330 S TAS 201,202&203 FLORIDA BUILDING CODE APPROVED 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION e I1 K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A@ MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. N.T.S. n 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR eg BOX LOCK AT CENTER OR SIDE CLOSURE. �' gyyyyyy 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. w 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. °° '°'• 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". s 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. � F s 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYRmmWlLBEW1 ME. ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE, - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK l 3 2.874" PROJECTION VARIES h' Nn� .3,610' 1.994"4874'!U7%. 2.782" 1,907' •25" g 125" 1.825" 1.825" 997" 82 1908' a 1.706' .143" .143" 8• s ' .100" 1.7 B" ,I�o ,068'-�IIY 143 v � g 1.708" ,100' n .100's,. 1 100" 9fi"w N .100" a 143'tt II 195" y .195" 70.195' .099' 1. 195 143' .195" .143�Im TA •p N N "'a•( . 62' .062' ru 95" 62' a ��-• -}} 20D' 1,069' y 1� Zn `630'' .200'•' 3,510' •6 2 .630' 062" 111�?7 d .062' 62" .200" .062" 30" 62" .200" T� C9 608 630 630' 1.510' w=••X .971" .971" .09 .095' 1.250" .971" ,588' U LL w F :1,069' 2.822" 2,728' ¢� Z o W. 1.250" 1.200" .095" .971" ,030' 2,748' •y M m ll w 8 a L �O4 3.610" � 5.745"M X. 5.745"MAX, Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL cwt 3 SCALE+HALF SIZ SCALE:HALF SIZE SCALE.HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE •w-: .5& WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS a 2,655' 2.655" 1.825' m ,875' 2.195' 1,230' � 1.825" w 588 1.583" c2.655'600 .510 9, .460' 085'0 .400" 90. N N I iD1 m o E M II ,895'MY $ r .° m 105 N Oj l ,621' I�•• N a ITYP u' I m m o ,x•,060'. TY A L' 105' N c7 TYP. 1230" 1.069' .621' � j, w 2.300" �•- ,254.510" T 9 04,510'4.510 2.1950 a o s O SILL O SILL ADAPTER 1p EXTENDED SILL ADAPTOR11 MID SILL 12 MID SILL ADAPTOR _ p SCALE,HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE > 1994'. d 4.603" .143' 1,708143' 30.225' ,314" 4,140" 325' �' .043" .258" .297" .06 .150R 3.963' a .030R ,054" .0 2" o ro 1.570' 510' .069 c N in QaS 1.625" 3.410• 'N' i� ,341' .069 o a T d G'u . 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 682' 630' 096' Q t 0,080'• 0,117' I�060' e SCALE:HALF SIZE SCALE.HALF SIZE P... 02 @8 m ag .130' 2' 2,822' ir ^ P I4.s1D" 16 RADIUS CEILING HEADER/SILaI, 8 WALL SILL & �,310' SCALE:HALF SIZE ,080' SCALE.HALF SIZE . E4.102" 630' COPMKFP"LB98lMWP.E' `" 15-2338 054" SCALE: ,420' PAGE DESCRIPTION: g 14 CEILING HEADER/SILL g 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE ®8 WALL SILL CLIP SCALE.HALF SIZE SCALE:HALF SIZE 8 .3750 ff.125' 21018' oa .062'oiu THUMB QFZ mom N STAINLESS S TEEL o SCREW ASSEMBLYOLE Z 050W NYLON .r-,r•2BoQm " mm p�R"10240" e�.*P..• •. TG.A� �1 p �nm ti L 5'MAX. L ' TYP.AT EVERY OTHER 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 19 ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLAYED le�L* w= X• >U w a! ?`w SCALE.HALF SIZE O SLIDE ROD 22 ROLLER ASSEMBLY HOUSING-ZINC DICASTROWDER COATED �n ¢w o C7< 21 SCALE:HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB W W L W W o SCALE:HALF SIZE TURN OPERATED INSIDE. {!j1, p 3 z t{,250 23 BRASS PUSH LOCK 3_3: ^3 u S SCALE:HALF SIZE Ul NYLON WASHER 0w OR ALUMINUM ,357' RJS INYLON BUSHING RS ' 4.000' a OPTIONALI '276' ��' ,500' ` 14 x 2-3/4"410 HT S.S. o -' `INSERTS SCREW W/ ,062' PMS INTO TC ULTRACOTE COATING 2250• TRACK (TYP TOP&BOTTOM) •' .1 5' o YLON BUSHING W/WASHER: ,154' .137' a W `I 7/16"0 x 1/2"L@ INTERIOR JOINT TOP 3 7/16"0 x 1" INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 2B BOX CENTER INSERT 2.750' 2.000' , 0 P4 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK Z m SCALE.HALF SIZE m<¢ SCALE:HALF SIZE SCALE:HALF SIZE . 1,978' 2.125' f o 1,742' � .623' .236' 1.710' ,286' ,267' 2.702" 2.642'• L\/• s o m 1.110' 2.465" 2.405" E 3 .443' .443 v^i m .090' m o` °: io 2.289" 2.216" a v 1.084' m ^ y c PI m '26 m n N .284 l..' m E: 1.200" o o Q '� m o 1.100" 1.100" iv em c O t ra; cu m cu '1 .Pf o ,190" .250" 1,068' ,496' ` a 7 ^m m n a,o°_ N a ~ m ZSO' ,125' N .-r O O 3A43' 1,758' nl cu N 3.476' ` .125", .125" in m .190' '•125" _ ■ .160' 1-01' ,062' � ,222'k-4 .062' .176' '^• fi 2g SCALE:E:HABLF SIZE CENTER MATE 30 SCALE HALFOSI E 31 5 ALE:HALF SIZE TER O SCALE:HALF SIZE O SCALE:HALF SIZE '$ UNIATE BOX 3P FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE gal SCALE:HALF SIZE 3g 8 .062' °J 3 d STEL NUT SINLESS- STEEL 5 3 g yyy - E1` NOTE:ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE f-� .400' ` Q F: ENO STRIPS SHALL BE MHl TOR% HEAD STYLE VARIES x^ OR PHILLIPS DRIVE SCREWS, �6y A 3D 38 THUMB SCREW v LD1 N HAND-TIGHTENED ONLY. ' SCALE:FULL SIZE .250'f--f• W m HE 1 4-20x1 OR THIN 8x1 Q' 0 ' 5 1-1 ¢ y M�CHINE SCREW STAINLESS {:N„ �"1 mel. k 15 .'Z I I 5/16"0 INTERNAL STEEL a X -C5 -+ �• m CWYPWFWN(LBEANAMOP.E. THREAD o+ TYP' 37 T-SCREW INSERT o �, - 15-2338 4,500' _ J�--}.689' POWDER COATED,ZINC DIE-CAST cu m F,2254' ` SCALE: - - SCALE:FULL SIZE N~. E�rp�ppE 2o2p SECTION A 36 T-LOCK ADAPTER ° o 40 4Ob 40c PAGE DESCRIPTION: PNLIUSTRIALYSTEMs O(OPTIONAL) l 7,000' w M 35 BOX LOCK SCALE:HALF SIZE END STRIP 1" 9� SCALE:HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE:HALF SIZE o: 1'.{''125' SCALE: HALF SIZE d a 5 P.E. FASTENER @ 18"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN •• IN ANCHOR SCHEDULE). DIST• I• j _ ,1S NONo. EMBESILL (INTERIOR) � s� ALT.DIR CTI ON II I .! R4) •p•• T EMBED. 17p�_, OF ANGL LEG '. "'• x 0 (INTERIOR) 17 9 A1,.0.062"THIK ' UM.ANGLE 1C x I"MIN.6 'y/�//i/ •�$ 4(� EDGE O 2"x 5"MAX.(ANGLE LEG 1— / wDIST. AY BE REVERSED)ASTENER @ 1B"O.C.(USE ANY 15 13 IJ ¢ M i ANCHOR SHOWN IN ANCHOR 21 38 23 29 29 $m w 13 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). TO & Z "R 3 Z 1/4-20 THUMBSCREW w l 6.80"(TYP.) 29 #12 x 1/2"GALVANIZED BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) } OR RI SMS,3/16"m ALUM. TO 2/3 SHUTTER SPAN ECEIVIN HOLE N C�3 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 Z (EXTERIOR) THREADED HOLE.LOCATED(➢ MACHINE BOLT&NUT SHALL BE 3/U o w"% 4E MAX WIDTH . m O 1/3 SPAN TO 2/3 SPAN FROM @ 1B"O.C. TO 1"NEIGHS'. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE,3"=1'-O" 58'-3".USE TWO THUMBSCREWS ON BLADES>8'-3",ONE(1D 1/3 SPAN SCALE:3"=1'-0" LOCKING DETAILS FOR AND ONE A7 2/3 SPAN FROM BOTTOM CENTER MATES x^i OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM w USE(1)BRASS PUSH LOCK SHUTTERS,A BRASS PUSH LOCK©3 OR 111 5/16-18 THUMB DETAILS SCREW I 0 THREADED MAY BE SUBSTITUTED.WHEN USED WITH D)1n Y INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEE ENO STRIP SCHEDULE W� TO 2/3 AN FROM .e " FOR MAX.SPAN WHEN {{ BOTTOM OF SHUTTER. 30 HOLE FOR THUMB SCREW MAY BE 7/16" USING 40a,40b OR 40cI�-• A rn g5ECEIVING HOLES ALL BE 13 N n 3/B"MAX WIDTH,UP T Sgt ¢ 1„HEIGHT. 3Dly •+ c`a 6 `^ 1 END STRIP SCHEDULE 6T PSF SPAN \ 40 USE APPROPRIATE 1"B10(2.7) 62 72 108" ` STARTER STRIP TO g a 82 94" 40 PROVIDE CLOSURE FOR E 112 8 BUILDING CONDITIONS. 13 1 75 m " �40 fi ys g 72 8" FASTEN STARTER :i: 'o I (INSIDE) ® 11, 2/*10 l"SCREWS/ °' o 3"B/O(4.71 52 �, HANDRTIGHTEN ONLY). O o a 91 72 ALTERNATE END STRIP DETAIL I 1.6'x3" 45 93" SCALE:3"=1'-0" ANY TRACK x0.093• 52 83 W/SCREW BOSSES. � p I ANGLE 66 81 45 6 7" p SILL 73"% 70 7" R W I I 2'Sc3' 45 139" 2, ~ V) x0.126' 52 EXISTING GLASS g O Z ANGLE 80 57 -1 20' �1 p899a 70 111' +� OR(1 /16-18 THUMB (INSIDE) 9 30 13 84 1 + " USE 1)BRASS PUSH LOCK 2 2 2 6 . P I USE I7I BRASS PUSH S 5 LOCK OR Itl 5/16-18 13 7 _ � SCREW Ip1�0 THREADED 3 p I TMUMB SCLRREW INTO 30 2•x4" 45 45" �� INSERT(37)AT 1/3 SPAN SILL a �¢ 5 3 I JL THREADED INSERT 3p x9.125" 5r_ W TO 2/3 AN FROM BY •+ AT 1/3 SPAN TO 2/'Y 57 129" �p BOTTOM OF SHUTTER c( SPAN FROM BOTTOM OF (OUTSIDE) ANGLE BO 125" SHUTTER.RECEIVING 64 HOLE SHALL BE 3/8" 70 118 3 MAX WIDTH,VP TO 1" 3 73 4" fff, HEIGHT. FOR GREATER SPANS OR LOADS WUE 9. OTYPICAL OUTSIDE CORNER CLOSURE ——— — scn Dui ewos"rniPSTne"vUIREACCt 1'x1•.090•CLIP ANG EMID SPAN 13 30 OOPIiWiff WLBENNARDO PE DETAILS WO/CORNER POSTUSING ANY ANCHOR ON THE NTS 13 ANCHORSCNEOULERIIAxJF4'TEK 31 (OUTSIDE) 15-2338 SCREW OR 114-20 ROLTTO ENDSILL STRIP, LOCK AT 1/3 2LPAGE OESCRIPTIOM: SPAN TO 2/3 SPAN FROM PAGE BOTTOM OF SHUTTER § TYPICAL INSIDE CORNER CLOSURE �� 9� CC2 g� MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST NTS Ell �1�� �JR SCALE,3..=1'-0" IIIIIli11 2 FASTENERS ALUM. NBE _ `,PSS b /� EACH ANGLE 6063 T6 ALLOY �� �� C2 CONNECTION TYPE SEE TABLE A FOR SIZE. REFERENCE ANCHOR XISTING �� 0 a SCHEDULE FOR MAX. STRUCTURE : •• 4 1"x 2"x 1/8" ; SPACING Z OR 2"x 2"x 1/8" Cl CONNECTION TYPE 1/4-20 MACHINE BOL.' ALUM.ANGLE ° , REFERENCE ANCHOR W/NUT @ 12"O.C.ORS THREE 3/16"8 ° 13 SCHEDULE FOR MAX #14 SMS @ 6"O.C. }�' ALUM, l SPACIN 1/ " (TYP.TOP L BOTTOI4� . T SOF ,a` OR POP RIVETS 0 77 •� ALTERNATE THRU BOLT 1/ ��� �O 4e M�� THREE#12 SMS, 3/16"0 ALUM,POP ' Cl CONNECTION TYPE I- �(�(`.,',,/� yi4 � 17 RIVET OR#12 SMS . REFERENCE ANCHOR ❑ClV11/ ' W I ly'iV g TABLEA(co) @ 1B"O.C.(TYP') SCHEDULE FOR MAX. w OR Vd I91 a •I. SPACING �p o �¢ j U w S p PRESSURE VS ALLOWABLE LENGTH I I D: w <6,0 3 YS12"x1 E` 3°93"XIv 8" MAY USE MALE OR - I I 4 13 W LL f+Sf No e/� No B/0 1 FEMALE LOCK-STAT) v=1Ji Z L 1° W°qo \`� I / 51 FOR H1H2 7 Z o p 3 1L 1ALU, 62 130' 180° 13 4 L_ / GLASS SEPARATION K a W '�a 3 .1 72 124 17g' CC3 TYPICAL CORNER CLOSURE DETAILS ,� o\ oR DooR is GLASS Q Q o W q 3 S 82 119' 172' NTS ABT LE C AC ~ ID Q 92 I14' 16S ALLOWABLE SPAN 6 R > a 102 110' 16W SCHEDOLEFOR ,'`` TABLE B(cc4) ALTERNATE THRU BOLT BUILDOUT MOUNT w OR 120 104' 147• C5 CONNECTION TYPE (DETAIL F) 17 N .• 15097' 13V PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR w -200 88' 114' Px2'x1/a° 3x3911 B' SCHEDULE FOR MAX. SHUTTER DESX H PSF WITH B/O WITH t!/O Cl CONNECTION TYPE I 1/4"MAX.FROM PIN SPAN PRESSU0.E REFERENCE ANCHOR 1 GUIDE TO BUSHING 62 113' 166• 1251N. +/-30.1 PSF SCHEDULE FOR MAX. t-- -1 WASHER(TYP.) N•�1! CI 72 1D7' 157' 1211N. /-31.IPSFf SPACING I 1 19 w 9 LL 82 101' 147' 115 IN. 1/-31.9 PSF ===-j ' I I ~d 92 95" 139• 1151N. +/-32.7 PSF --J ANGLE TO TUBE CONNECTION 9) n 1121N. +/•33.fi PSF ❑•E O 102 g0' 132' I 110 IN. +/-34.2 PSF EXISTING 2;X2"xl 125" 120 CONCRETE, EMBED. 663-T6%+LUM.TUBE t 83' t2Y 1071N, +1-35.2PSF BLOCK OR ¢ ISD 7q• I09' 1051N. +/-35.9 PSF WOOD FRAMING REFERENCETION TYP 200HOR z 1031N. +/-365 PSF u �. y 1. 1/2"hL]IN.FOR CONtk) loin •/-37.3 PSF SCHEDULE FOR MAX. w �R 011..0 NK ANO 3/4 SPACING SS ❑ 991N. +/-38.0 PSF E 3 g FOR WOOD951N. +/•39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 3 a ASTENER((D 18"O921N, .140.9 PSF SCALE 3".1'-0" °I (USE ANY ANCHOR891N, +/-423 PSF S IN ANCHOR SCHED861N. +/-43.8 PSF (L� 4 ' 831N. +/-45.4 PSF �+ BI IN. •1-46S PSF ACCORDION SHUTTER 781N. +/-48.3 PSF PER PRODUCT'APPROVAL w 761N. +1-49.5 PSF 741N. 1/-50.9 PSF H 3/16 RIVET OR#12 2"x 2"x721N. •%52.3 PSF S g 090"6063-T6 APPLICABLE AT TOP YIN (" 5'g SMS 18"O.C. OR 701N. +/-53.8 PSF 1/4-20 NUT&BOLT 17 ALUM.TUBE TYP. 681N. +/.55.4 PSF AND OR BOTTOM X H o���$ 1Ig ITYP.). 3/16"0 ALUM.POP 661N. +/-57.0PSF 2"OR 3" L= 2132 ALUM.TUBE RIVET OR#12 SMS $m m m rtSpgg 8083-T8 ALLOY (O 18"O.C.(TYP.) wFOR SEE TABLE B 2"x 5"x 1/8"2 FASTENERS x CONTINOUSF- ta 1/2'MIN.FOR SIZE. 3 w O EACH ANGLE ALUMINUM ANGLEjff4 ❑ w= 2"x 3"x'/a"x 1"x 2"x.093" OPTIONAL ANGLEk FOR NN¢ yjw CONTINUOUS OR2°x 2.175' 6063-T6 ALUM. THREE 3/16"0 ALUM. ORIENTATION TYP. LASS `�TABE 2 o IA's o POP RIVETS OR X O`=m 2"xYa" CONTINUOUSANGLE,TYP R DOOR ¢ ¢¢ 6061-T6 ALUMINUM J, 17 THREE#12 SMS,TYP. TO MASS E u N~ ANGLE 2` 0,9"MIN. ICK6061-T6 yyy ° 1"x2"x1/8" / • OR 2"x 2"x 1/8" ALUM TRACK FASTENED 69 13 ANGLE FASTENED TO S g ALUM.ANGLE TO ANGLE WITH 14-20 t y USE MALE OR FEMALE EXISTING 3 KS[ s 6 CONCRETE HOST MACHINE SCREWS AT.0 C07WRI Hf FI14MLSETAR00PE. LOCK-SLAT) W 6 C4 CONNECTION TYPE FROM ENDS AND 9"O,C, 13 m REFERENCE ANCHOR - STRUCTURE WITH FOR THE BALANCE 15-2338 13 w SCHEDULE FOR MAX. 14"o ELCO ULTRACONS 2-1/2'MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: $ #12 x7GALIVIANIZED (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTIONt OR S. "0 ALUM. WITH 1Y'4"MIN PSI MIN)TYPICAL CORNER CLOSURE DETAILS POP R , 4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2S1" SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT 8 NUT SCALE.3".1'-0" EXISTING CONCRETE, MIN EDGE DISTANCE, a 45 18"D.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3" EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O SUILDOUT CALE 1 NTSMOUNT SCALE.3".1'-0" O 1\111111111111 C5 CONNECTION TYPE ```�1 REFERENCE ANCHOR /—EXISTING X11•` •.90 z FOR ASB SCHEDULE FOR MAX, STRUCTURE �( '• O 's FOR M ESSENTIAL � SPACING 5"MAX. 'I I� GLASSFMTIAL h1IL GLASS Cl CONNECTION TYPE 1/4-20 MACHINE B T ! OR DOOR gE TABE 4 Fw-ou u t OR DOOR S FOR HVH2 w w m REFERENCE ANCHOR 19 W/NUT @ 12"O.C. &FOR HVHZ E-2 Z m SEE TABLE 2 F N o SCHEDULE FOR MAX. N14 SMS @ 6"D.C. w o SPACING /2• (TYP.TOP&BOTT (+)ST OF SEE TABLE 2 =w¢ FOR MiN. 13 7= _ ; FOR WL 13 y(w 0.O SEPARATION a F o wtA L4 w ; 1/4"-20 THRU BOLT W/ SEPATO RAMOGLASS Q=¢ 012 x 1/2"SMS @ 12"O.C. TO CUSS X Z-z m w F. '1yO �. ••\� LOCK NUT @ 12"O.C.OR E E-F m OR 3/16"0 ALUM.POP Q� Qa F. p In ©OR(�oJ *12 z 1/2"SMS @ 12"O.C.E.S. z�.Q RIVETS @ 6"O.C. OR 1/4"B E y w o OR�76� A OR 3/16"0 ALUM.POP z �(�1� v w� ALUM.POP RIVETS @ 12"D.C. Q 0: RIVETS @ 6"O,C. E.S. \ �= w Z=z-a OR 1/4"0 ALUM.POP RIVETS / w 11 AND�2 FOR 6M 1-w w U X n 12"O.C.E.S. 7 Q (7 @ ASSEMBLY 1/4"MAX.FROM PIN Esso nt(1, 13 F ~J Fp O i¢LL w g' ' /4"MAX.FROM PIN 1/ " GUIDET G /CZ9 AND 0 GUIDE TO BUSHING 1/2 TYP' w wZ .+ ul© pWASHER(TYP.) sB[T _ASSEMBLY WASHER(TYP.) m GLASS h FOR HVHZZp y wW/ 1 /2"TYP. EXISTING CONCRETE, W 4 CONNECTION TYPE OR DOOR•-- SEE TABLE 2 o m d BLOCK OR WOOD FRAMING REFERENCE ANCHOR u FOR MIN. a ¢Q Q N K y 3 w / CONNECTION TYPE DIST SCHEDULE FOR MAX. TO GLASS E w I- SCHEDULE SPACING AS SHOWN / StRE31ERENCE ANCHOR HEDULE FOR MAX. 4 CONNECTION TYPE S DIAGRAM ON OW 101PACING ASSHOWN REFERENCE ANCHOR w / SCHEDULE FOR MAX. f 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER o a 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND i SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REQ'D 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2" GUIDE TO BUSHING "m / \ LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) r 1/4"MAX.FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 �•}1'k / PIN GUIDE TO WITH THIS LOCATION SCALE.3".1'-0" SPACINGO w �I BUSHING WASHER 5 CONNECTION TYPE INSIDE MOUNT SECTION REFERENCE ANCHOR m (TYP.) OSCALE 1 3"=1'-0" SCHEDULE FOR MAX. ra- ❑o EXISTING CONCRETE, SPACING �•r�ng m NOTE:FOR DETAILS I B,D,AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED. / THE BASE TRACK MAY I E INSTALLED H SECTIONS' O BUILD OUT MOUNT SECTION WITH'ASE GAPS PROVIDED THAT EACH SECTION HAS / A MINIMUM OF TWO SETS OF ANCHORS AND IS A GO TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE•3"=1'-0" f¢ USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS. ___ EXISTING -' 3 O S EXISTING CONCRETE, �' -STRUCTURE BLOCK OR WOOD FRAMING EDGE IST 4 CONNECTION TYPE ` 02ZC0 NECTION TYPE W EXTRUSION 2 a a EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBE[7 BIC 0 NECTION TYPE VV%EXTRUSION 1 REFERENCE ANCHOR w SCHEDULE FOR MAX. .-REF CE ANCHOR SCHEDULE FOR MAX. W _ SPACING SC ULE FOR MAX. SPACING AS SHOWN S ING R IN DIAGRAM ON PG.10) 1416 /2,. &R(g) ¢ Ll LL 3 4 w g GLASS + twa- j m w o 0: w f• OR DOOR &FOR HVHZ 13 1" N w 0 FOR --w m �° -- 0 1/2' w N12 x 1/2"SMS @ 12" SEE TAM s w w O w C f-w O.C,OR 3/16"Q ALUM. FOR�• N Z u ¢ o� �Q' wwl-um SEPARATION OLID Ips 13 j'ANWo `$ Yag POP RIVETS @ 6"O.C. X o Z m 'LASS OR 4 = r•- @ mrqai S FQt j IA M O O OR 1/4"0 ALUM.POP <-m<<a DOOR k F011 HVHL N z iu j g§ 13 GLA =Iz19 u^ RIVETS@12"O,C. E UN FORW zOZm gg q RAM OR DOOR--�HVHZ SE TAS 2 N Z o z m U STTO GLASS F j a tQ- ;�__s m 1/4-20 S.S.MACHINE Q W 0 a F O7 AND O 1/4"MAX.FROM PIN Q H a SCREW 2 ROE C&NUT @ Q! E u In ASSEMBLY 1/ TYP. GUIDE TO WASHER(TYP SING O 0 1/4"MAX.FROM PIN z r 1/4"MAX.FROM PIN PO w O a x = 4 CONNECTION TYPE 1/2" ma/;yy,, GUIDE TO BUSHING q Q GUIDE TO BUSHING °+ REFERENCE ANCHOR L.'/"R� WASHER(TYP.) #� 5 iv E WASHER(TYPC EDGE P r '�- COPY HTFP.LVfLBEN:UBBO P.E a 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. . NNECTION TYPE W/EXTRUSION 2 r s BLOCK G W000 EXISTING ETI SPACING AS SHOWN -.. S:.0 NECTION TYPE WW EXTRUSION 1 s ® OR FRAMING BLOCK OR W000 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) PREF ENCS ANCHOR 15-2338 REFERENCE ANCHOR S DOLE FOR MAX. 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. ACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT,FASTENER EXISTING CONCRETE, PAGE OESCUPTLON: m IMAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING _ SPACING OR 1/4"e ALUM.P BACK ANCHORS NOT REQ'D AS SHOWN DASHED) RIVETS @ 12"O.C.O SCALE HIo LOCATION - O O WALL MOUNT SECTION E CEILINGG // INSIDE MOUNT SECTION F' WA'rT!'L%HllfLD�OUT �J SCALE•3"=V-0" L FOR ASTM ESSENTIAL FAGUTIES SEE 7ASIE 4 h IL EXISTING FOR H1HZ SEE TABLE 2 vi ALT.LEG DIRECTION 1/4-20 n GLASS OR MN.SEPARATION TO z a STRUCTURE MACHINE O X11 2�11_;1 OR GLA -@2=, a (2)6063-T6 ALUMINUM BOLT W/NUT 4Y _ DOORm w r ANGLES PER BEAM END, 12"O.0 OR w p x R I SIZE PER SPAN TUBE N14 x 3/4" I-u N p 1/4"0 ALL I SCHEDULE G j Q Z Q POINTS SOLID SMS 6"D.C. SPAN TUBE SCHEDULE x w a O SET ANCHORS SPAN TUBE NUMBER OF N Luo � WITH 7/8"MIN. ALLOWABLE TUBE NUMBEROF MIN[ AN IAN Z EMBEDMENT IN PER DESIGN SPAN THRU•BOLTS ANCHORSPER LENOTH '409 I X q CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE zy ro' C2 a= SIZE SPAN E F w w BLOCK,3"MIN �',� TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM J t7� w SPACING ANDg/ • Z I- O 3"MIN EDGE - TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE /11uT D• 3 I x X DISTANCE. z J 60" 123.8• 1352' 2 2 2 3 4" T ; GLASS OR DOOR " z•' y FOR ASTM ESSENTIAL _ FAGUllES SE TABLE GLASS OR z L GLASS OR FDA HVH __ FOR DOOR 4' o a DOOR SEPARATION TO 41 FOR TO m w m • m wo=F w� w0f U V, FOR F u In ni FOR w13 F w w N ' SEPARATION TO 2 FOR MIN. =w 0.o SEPARATOR TO v=i¢ u o 4"MIN. LUSS X N N GLASS z~ 13 w VI _ ° �a( ¢=Kw w2Ci JOZ j1� W�a 13 ;F a t3 w @ i Cl CONNECTION TYPE a RADIUS HEADER MOUNTED L m z Z t' Jou REFERENCE ANCHOR ¢N W° _~ u N SCHEDULE FOR 3� t�-O� Z N O 20 vF @I 8 _ ¢Q SPACING `}5 ..250" .25D'• i _,_` aC.,:250C".,U-.. D' U N K 3 J 1/4"O TAPCON24" -.�C6 CCNNECTIO E w B ow" O.C.WITH 1-1/4' MIN. AEFERENCE`ANC OR A IB� dip EMBED. SCHEDULE FOR AX. w / SPACING EXISTING CONCRETE OR EXISTING w \ BLOCK ONLY.W000 / 1 STRUCTURE \FRAMING&WOOD ANCHORS L Ci G S, / EXISTING HOST STRUCTURE w •`JOT ACCEPTABLE _. WALL MOUNT SILL DETAILMxISTING FINISH m 1/4"MAX.FROM PIN n m P y SCALE,3"=1'-0" ATERIAL w GUIDE TO BUSHING LL DIST. \\ `N..DEC0RATIUE_FLOOR TRACK D L {5 R©CUT IN 4"INTERVALS .''�%3'r••ti'. �<<ti'��'+"% WASHER(TVP.) W'.g TO O I ` SCALE3q�L•0" �UE RECESS SILL DETAIL DETAIL FOR ADDITIONA &BOTTOM.TY 6SCALE 3"=1-0" o D0+ ® / �� FASTENER EACH 4"CUT c C� m SEE ANCHOR SCHEDULE BASED YdFiS a ES ON C4 CONNECTION TYPE TO °?K Zm 1/4"MAX.FROM 4 PVERIFY ANCHOR SPACING LL W GUIDE TO IS ACCEPTABLE 13 > V tl b b V V o p BUSHING WASHER (TYP.) z nuMain.. Bi 8 E t- o �� k TVP.BOTTOM 1/4"MAX.FROM PIN GUIDE S ,Z 1/2" TO BUSHING WAS ER TVP. 6 1/4-20 MACHINE BOLT EXISTING STRUCTURE :; W/NUT @ 2"D.C. ®1 CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL ®t MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR k""- ,5''�k SCHEDULE FOR MAX. o SPACING(FASTENER q6 Is I"xl"x1/e"&1"x2"xt/B•' @ EACH 4"PIECE g MATO 6 ALUM,ANGLE CUP TRO 1•'xt"HT6 &1•'x2'•x1/B" O CURVED TRACK SECTION DETAIL 3 $ �} MATCH ANTI PROVIDE SUSID T 6063-T6 ALUM.ANGLE CUT TO P 6 II OF CUT SHUTTER.WHERETO 5 MATCH AND PROVIDE SUPPORT SCALE+3"=1'-0" VIII' FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS PZ q FRONT OF EXTRUSION IS FRONT ANO BACK.WHERE / CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED. CONTINUOUS REINFORCEMENT PI °ea IS NOT REQUIREO. 'B g 0 L2 p3qg ❑O APPROVED MOUNTING O 1 2 ' •ggR MB CONDITION,MIN.OF TWO PER B CONDITION MIN T TWO PER COPYWKFRAKKLB 9!NN!A=P.E PIECE PIECE 15-2338 SPACCNNGET TH A MINIMUM OF SPACINGEWITHSA MINIMUM OF SCA TWO F'AST�NERS PER CUT TWO FASTENERS PER CUT PAGE DESCAIPTiON: PIECE PIECE i TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS �i` 93 Pi scuE:r- t•-0' PP SCALE:S_- V-0' - R ANCHOR SCHEDULE: CONCRETE TOP FLANGE 2 x S(R OUTSIDE - •• ,'99''• ANCHOR(SEE SPACING {: 2.5"MIN EDGE DISTANCE O SECTION X) i Spans Uv To 6'-0" Svans Uv To 8'•8" Spans Uv To 13'-0" 0'S LOAD CONNTYPE -• CONNNPE CONNTYPE O I o II�� ANCHOR 6 x G ( �C2�° 3lC2N C3 C (4C51L RO6� C2 C3 *CS- C6`• 1/4'1TW TAPCON OR ELCO.IS•48II D.36 0: .0'1 0"16:.- 0•'16, 16! .5 1 0 1001 131 5"16.0" 6.5" 6 9 S,JI I9 " O O O A ' ULTRACON WITH 1-3/4" 1 16A" .5"12.'-16:0 4 5"16.0 - B.0' 7 0 11.0"10.0" 5.0" 4 6 0"u° _ % 1 z S TYP.) 3 DR 4 HEADER/SILL -N EMBED(3192ps1 MIN CONC) 72 16.0 0.0" 9.S' 12.5'15.5'16.0" 6.5' 6.0" 9.5" 9.0 9.0" 8.0" 4.0" 5.0" 6.0" 1 x 5 INSIDE BOT.FLAN E ANCHOR(SEE SPACING Al 710 14.5"14.5" 6.0" 5.5" 9.5" 8.5" 9.0" 7.5" 4,0" 4.5" 6.0" 7.S' 6.0' S.0" SECTION XI 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5,0" Aid ••'� 1/4"MILLENIUM MILLFAST 48 16.0'•16.0••16.0••16.0"16.0"16.0"16.0"160"11.0"10.5"16.0'•14.0"14.5'•14.5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENING WITH 1-3/4"EMBED(3275psI 62 16.0"16.0"13,0"32,0"16,0"15.5"16.0"IL 8,0'• 7.0" 12.0"11.0"10.0" 9.0•' S.0" 4.0" 5.5" 7.5" /�{� ••C�a•� MW CONCRETE) 72 16.0'•16.0•'10.5" 9.5" 16.0"13.5"14.5"14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0•' 4.0" 4,5'• 6,5" NOTE. '•S"INDICATES ANCHOR SCHEDULE SPACING. fT j V IX€ SSa 13,0' 13.31' 6.0' s.s" 8.0" 9.0" 8.0" 7.0" 4.0" a.s" fi.o" 6.s" s.s' 5,5" SPACING DIAGRAM FOR Cl CONNECTION TYPE: (7`l a� i�4 200 6.5It- " 5.5" 5.5" 6.5" 5.5'• 5.5" 6,5" 5.5" 5.5" t m 8 w a g - Cl CONNECTION TYPE USING PIECE Q OR Q 1/4"ELC0 CRETEFLEX SS4 46 16.0"16.0"16.0"16.D"16.0"76.0"16.0"16,0"16.0"15.0"16.0"16.0'•16.0"16.0"10.0" 8.5" 12.5"14.0" Z W/2•EMBED(3350ps1 MIN 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"32.0"10.5"16.0"16.0"14.5"13.5" 7,0" 6,5" 6.0" 11.0" W W n 3 IY m a CONG) 72 16.0"16.0"15.5"14.5"16,0"16.0"16.0"16.0"10.0" 8.5" 12.5'14.0"12.0"10.5" 6.0" 5.0" 6.5" 9,5' 31y� m 7 /jC-c,.,�-,,.-,NATION ATION16.0"16.0" 9.0" B.0" 11.5"13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 2 z s TYP. 1 / o200 10.0" 8.0" 5.0" 4.0" S.0" 8.0" 10.0' 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" B.D" 5.0" 4.0" 5.0" B.0"1"MIN EDGE DISTANCE 9 / COMBINATION .�O 1/4"ITW TAPCON OR ELCO / ClC1 C2 C3 CA CS C6 ClC1 C2 q C4 CS C6 ClLS C2 q C4 CS Cfi O ULTRACON WITH 1-3/4" 48 16.0"16.0" 7.S" 7.5" 16.0" 7.5'• 16.0"160' 5,0" 4.5" 16.0" 5.5" 15.0"15.5" 9.5"VINA EMBED 1192ps1 MIN CONC) 62 36.31"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"116.0'j 12.5" 4.0" 10.5" 9.5" BED(3192ps1 MIN CONC) Ii 72 16.0"16.0" 4.5" 4.5" 16.0•• 5.0'• 35,0"15.5" 9.5" 9.0" 7.5" 4.5" u4 ^i "U 110 14.0"14.0' 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" 1 x 5 TYP.7 2 x S TYP. .. $ 200 7.0" 6.0" 7.0" 6.0" 7A" 6.0" LL 48 16.0"16.0"13.0"13.0"16.0•'13.5"16.0"16.0" 6.0" 7.5" 16.0•' 9.5" 11.5••11.5•• 4.5" 4.0" 7.0" 6,5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. v),�Y f 1/4-MILLENIUM MILLFAST D! WITH 1-3/4"EMBED(3275psI 62 16.0"16.0" 9.0" s.s" 16.0"Io.s"Sa.a"ls.o" s.s•• s.o" 9.5" 7.s" e.o•' 7.s" 4.s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: -g MIN CONCRETE) 72 16.0"16.0" 7.5" 7.a" 16.0•' 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" S.S" 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE F o' 110 10.5"10.5" 4.5" 4.0" 6.0" 6.0" 6.5" S.5" 4.0" 5.5" 4.5" ANCHORS ONLY N <n 2031 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE®OR ®WITH u 1.1/4••MIN EDGE DISTANCE ) OUTSIDE ANCHORS ONLY yv m tli O 1/4"ALL-POINTS SOUD•SET ClC2 q CA CS C6 ClC2 q C4 CS C6 ClC2 C3 C4 LS -�`z u ANCHOR W/7/0"EMBED& ANCHOR NOTES: U 1/4-20 IS MACHINE SCREW 48 16.0"16.0" 9.S' 9.5" 16.0"10.0"16,0'•16.0•' 6.0" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" ,p f (3000pIS MIN CONC) fit 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5•' 4.0•' 9.0" 5.5" 7,5•• 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING w ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 72 16.0"16.0" 5.5" 5.5" 16.0" 7.a" 10.5"11.0" 3.5" 3.5" fi.5" 4.5" 6.0" 5.5" 3.0" 3.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). ' 110 10.0"10.0•' 3,5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 7.0" 5.0" 4.0" E 8 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a v 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/a•EMBED B Cl C2 C3 C6 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. I/4-20 55 MACHINE SCREW 48 26.01:116-" 0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"12.0" O $ 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, (3000p51 MIN CONC) 62 16.0"16.0"16.0"15.0"16.0"INN 16.0"16.0"10.0" 9.0" 15.0"13.S'112.5 11.5" 6.0" 5.5" 7.0" 9.D" 72 16.0"16.0"13.0"12.0"16,0"16.0•'16A•'16.0" B.5" 7,5" 11.0"12.0"110.5"19.0- 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 16.D"116.0"18.0"1 7.0" 10.0"11.0"10.5•' 9.0" 5.0" 4.5" 5.5" 8.0•' 8.5" 7.0'• 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER wANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 B.S" 7.0•'14.0-13.5" 4.5" 6,5"1 B.5" 7.0•' 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0"13.5" 4.5' 6.5• CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS SS DROP-IN 2-S/e'•MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 CA CS Cfi Cl C2 C3 C4 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE aa 4 1"EMBED(30003151 MIN 46 16.0"16.0"16,0"16,0"16.0"16.0"16,0"16.0 10.0" 9.5" 16.0"13.0"12.0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY, +8 22{{ CONC) 62 16.0"IG.O"12.0"11.0"16.0"14.5"15,0"16.0" 7.5" fi.5" 10.0"10.5" 6.5" 8.0" ffk7 g 3 npe� g 77. 16.0-1116.0" 9.5' 9.0"116.0"112.5"112.0"12.5" 6.0" 5,5" 7.5" 9.0" 7.0" 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLEDIN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q .11011.0"11.0" 5.5" S.0" 6.5" 8.5" 7.0" fi.0" 6.0" 5.5" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER200 5.5" 5.0" 5.5" 5.0" 5.5" FINISHES, zz 3-1/2••MIN EDGE DISTANCE 1/4"POWERS SS DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS F W/I/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS O6 Cl C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO I�DEQUATE WOOD FRAMING m MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR a5Y 1"EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0 16.31 16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.5" 5.5" 8.0" 9.5" SIDE CLOSURE PIECES. y pay CONC) 62 16.0"16.0"13.0"12.0"16.a"15.5"16.0"16.0" 8.0" 7.0" SD.S"11.0" 9.o" 8.0 5.0" 5.0" 7.5" F C- 16.0"16.0•'LOS" 9.5" 16.0"13.5"13.31"13.0" 6.5" 5.5" B.0" 9.5" 7.5" 6.5" 6,5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER �a Lig • SHALL BE LOCATED IN CENTER OF NOMINAL 2°x 4"(MIN.)WOOD STUD.3/4° �,•, 110 ]2.0"11.5' 6.0" 5.5' 7.0' 9.0' 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN('i. L/IG SCREWS SHALL a p 200 6.0"1 5.0" S.5"16,0" 5.0"r5.5" 6.0" 5.0" 5.5' HAVE PHILLIPS PAN HEAD OR HEX HEAD. CFi Fd � 37( y 2"MIN EDGE DISTANCE 3 HN I e 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN q12 SMS W/2'EYEWALL Cl C2 C3 C4 CS C6 Ci C2 C3 C4 CS C6 CS C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER CDPAaGHTFRNXLB6MlPAW PE ARMOR INSERT W/2"EMBED 48 16.0"16.0"113.0"113.0"16.0"13.5"1160'116.0" 8.0•' 7.5"116.0"19.5" 14,5"15.0"15.0"14.5" 9.0'• 6.5' HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000ps1 MIN CONC) 62 16.0"16.0•' 9.5" 9.01• 16.0"10.5"116.0"116.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" - 72 16.0"16.0"180' 7.5" 16.0" 9.5" 14.5'•15.0" 5.0" 4.5'• 9.0" 6.5" 8.5" 7.5" 3.0"V11111,,4.5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. scales R 110 13.5"13.5" 4.5" 4.31" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE OE6CRIPTfON: zoo 7.0" 5.5" 3.5" 7.5" 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. 2EEL 012 SMS W/2.75"EYEWALL 4B 16.0"16.0"16.0'•16.0"16.0"16,0"16.0"16.0"11.5"11.0"16.0"14.0"160'16.0" 7.0" 6.5" 11.5" 9.5" S0. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. e ARMOR INSERT W/2.S" 62 16.0"16.0"13.5"13,0"16.0"15.5"16.0"16.0" B.5" 8.0" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" EMBED(2000psI MIN CONC) 72 16.0'16.0"11.0"10.5"16.0"13.5"16.0"16.0•' 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO fl O 110 16,0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4,0" S.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4,5" 5,0" DRILL INTO HOLLOW BLOCK NO SHOLLD IMPACT DRILLS BE USED TO INSTALL �ILIII CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3,0" 4.5'• 5.0" 9.D•• 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3,5" 3.0" mmmmmmmmmm®������®®mmmmmF�mEG�mmmmmm��m[�E� , ���������®mmmmm�mmmmmm�mFI���mmmmmm�®� i�'li 2-3/16"MIN EDGE DISTANCH Spans Up To 6�O" ■m©©mmmm©0�00m©mm©Q�m©�0m0m0000m0000©0 miaiii%iii ®aiiiiai/�/Oa�����m��%�%%%���%i,�//��m ®�m��%%mm®��%��/gym i% mugmi%/ilial i%ii/a�MM%iii%iizaa%ii%ii®�iaa./ir, � ®m m®I m I mi%arra%iim m m mMIN M1111MINVIIIIHIM111r %a//i%ii%ii m����ra��®®��miii%% OR ME /MMMM ////%///%%///%%/%%//////.%////%/////%/r//%//////.%/i,%/////,j j/,%////%//// %/ /% , %///////. ME/ai///ii/a%i///i////%%// ar%i%/%i//% i/moi////i///% % �iariiar/�///%is%i// %ri%///%i//// %/lar mmmmmmmmE/r.///%mKmIm%////01111V�Immmmm ��////.'%//%®zw9m%r/%/%%/a/%//// mmmV1r//%//r%i%///%%//%%///r/.2%//%////.M/,/Im®%////%%%r/.�� iiiai,�� a/ %///� ANCHOR W/1-1/4"EMBED 01 1 ail%ilii �mmm©m©mmmmmmmmmmmmmmmmOmo©mm©m[� mMMMEM:- /ra%ri is i//. iaria//lar%ar�i,.Mi// a/ lar/ia%�� ia%ii%ii%%ri%%iia//ia%iiaaii%iii%%i%iii®ii®ir�iiaaiii%ice®i%ioi%iii%iii®i%/iiia/ �mm©m©mmmmmm©mmmmmmm©m©mmommom© ����At': i%ii/%i/%iii%a i %i�aii/iaiiaii�i%iiaiaa� ii � i%ate/%%/ilii%%i%i / MISS/ %%r%%a//%a///.%/ i,%%%/ //!/i,%/////. ' ■m©mmOm©00mm000m0000®m000©0®©00 °/ •' ' ;`�. ///%%//%i%////%////%///%%///,%///%%/%%/////r///%%///%%///,% i,%/////.%�Mm%////%///%%///%%////%/////%//////.%////%/////.%///%%//%///////%%////%///% is%i////i//�is/i%rte ///ia/%//i%a/%////i////ii%i////i////i///% 13 11 11111111 ,�11 �G�• 9°0� TA EOF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=0.55) ',,�� �i5001,314"MIN EDGE DISTANCE •' 2"MIN EDGE DISTANCE G Spans Up To W-0" Spans Up To 8'-8" Spans UD 70 13'-0" Cy OS'o.e tj Spans Up To 6'-0" Spans Up To W-8" Spans Up To 13'-0" G'j LOAD CONN TYPE CONN TYPE CONN TYPE G j U w i0 LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR (ps() - x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ¢ul 4 0 ANCHOR (p50 Cl C2 C3 C4 CS Cl C2 C3 Ci CS Cl C2 C3 CA CS 1/4'LAG SCREW WRH 1-3/4 48 16.0"16.0"11.5"11.5"16,0"16.0"76.0" 7.5" 7.0" 16.0"16.0•'16.0" 4.5" 4.5'• 15.0" J0.[ t m W"g I/4"POWERS TAPPER+W/ 9B 15.5"15.5" 6.5" 6.5" 15.5"1D.5"110.5" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" 5,5" 5.5" 16.0"16.0"15.5" 3.5" 3.5" 9.5" `�.7 3-1/4"EMBED 62 12.0"12.0"14.5" 4.5" 12.0" 7.5" 8.0" 5,0" 4,S' 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"36.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.S' W ul 3 72 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0 S6.D" 4.5" 4.0" 13.5"14,0"12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" N 3 , u 110 5.5" 5.5" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5 2.0" 6.D" 13.5" 9.5" 2.5" 2.0" 6.0" z cw so 200 n 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5" 9.5" 16.0'•13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.S" 3.5" 3.0" 4.5' ��-,O 112 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5" 36.D"13.0"13.0" 5.0" 5,0" 32.5" 7.5" 7.5" 3.0" 3.D" 4.5" n 1.13"MIN EMBED B]/4-20 62 14.5"14.5" 6.S' 6.0" 14.5•' 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" a g O .NOR INSERT W/1-1/4- 62 14.5"14.5" 6.0" 6.0" 14.5" 9.S' 10.0" 4.0" 3:5" 6.0" 5.0" 4,5'• 3.0" U 5S MACHINE SCREW 72 12.5"12.5'• 5.5" 5.0" 11.0" 7.S' 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2,0" 2.0" m 0 EMBED 72 12.5'•12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" O •� 110 7.0" 7.D" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0"M 2.0" 3.5" 3.0" m x 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.01' 8 1' 200 3.5"1 3.0"M M 3.5" 3.0" 3.5" 3.0" ^ 200 3.5" 3.0" 3.5" 3.D" 3.5" 3.0" 3 114 SMS 134 WOOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" Us, 8.0" 16.0"116.0"116.0" 5.0" 5.0" 12.0" Gi ORI/4°SOWERSTAPPER+ 62 16.0"16.0" 9.5" 9.5" 16.0-116.0"16.0"16.0" 6.0" 16.0"13.5"12.5" 4.0" 3.5" 7.5" M WITH 1-3/4"MIN THREAD ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"16.0" B.D" 7.5"116.0"116.0"16.0"15.0 5.0" 12.0"11.5"10.0" 3.5' 3.0" 6.0" N E 110 16.0"16.0" S.D" 4.5" 10.5"11.0" 9.5"13.0 3.0" 6.0" 9.0" 7.5" 2.5" 2S' 4.5" 4"MIN EDGE DISTANCE 200 9.0" 2.5' 4.5" a rj Spans UD Up To B'-8" Spans Up To 13'-O" 0- LOAD CONN TYPE CONN TYPE CONN TYPE i ANCHOR (M F0d i•r''O p� Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 CS ANCHOR SCHEDULE• WOOD (G=0.42) ��� 5/16°ITW TAPCON%L W/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5" 9.5" 15.5" ZGO<¢�'- 2-I/4'MIN.EMBED 62 16.0"16.0"16.0"16.0"36.0"16.0"16.0"12.5'11.5"16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE -p U 72 16.0"16.0"16.0"15.5"16.0"16.01'16.0"10.5" 9.5" 15.5"14.5"12.5" 6.5" 5.5" 8.0" Spans Uo To 6'-0" Soaps Up To 8'-8" Spans Uo To 13'-0" td S 110 16.0"16.0"10.0" 9.0" 14.D"14.5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" S.S' 4.5" 6.0" rA G LOAD CONN TYPE CONN TYPE CONN TYPE �•�1(� w Y 200 120"10.0" 5.5" 4.S' 6.0" 12.0"10.0" 5.5" 4,5'• 6.0" 12.0"10.0" 5.5" 4.5" 6.0" 0 ANCHOR (Ds� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 5/36"ELCO ULTRACON W! 48 16.0"16.0.'13.5"13.5"16.0"16.0"16,0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 114'LAG SCREW W1TN I-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"36,0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5' 10.0" m 2-114"MIN.EMBED 62 16.0"16,0" 9.5" 8.5" 16.0"12.0"12,5" 5.5" S.0" 8.0" 6,5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.S' 4.0" 13.5"11.5"1D.5" 2.5" 2.5" 6.0" a v WGA 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" n 72 16.0"Ifi.O" 5.5" 5.5" 16.0"16.0"16.0"13.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" o= 110 B.S' 8.5" S. 5.5" r 110 15.0"14.5" 3.5" 3.0" 9.D" 9.D" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0 4.0" p: l�7 200 i11 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 2"MIN EDGE DISTANCE #14 SMS 114 W000 SCREW 48 36.0"1fi.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" S.5" Ifi.O'•11.0'•11.5" 3.5" 3.5' 7.0" rpm° CS C2 C3 CR CS Cl C2 C3 C4 CS Cl C2 C3 CA CS Oo WITH 1-3/VERSMIN THREE 62 16.0"16.0" 7.0" 6.5" 16.0"14,0"15.0" 4.S' 4.0" 9.S' 8.0" 7.0" 2.5" 2.5" 4.5" #12 SMS W/2"EYEWALL 48 14.. 16.01•16.0"16.0" 6.5" 1.5. 16.0"12.5"12.5" 4.0" 3.5" 7,5" 3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"17.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.D" 2.0" 3.5" �m ARMOR INSERT W/2"EMBED 62 16.0"16.0" 16.0"15.5"16.0" 5.0" 4.5'• 10.5" 9.0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" S.S' 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.5" X 72 16.0"16.0" 6.0"12.5"12.5" q.0•' 3,5" 7.5" 7.0•' fi,5" 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" " N7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0"200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 7.0" s ANCHOR NOTES:SEE SHEET mPY81 KFW%L B[AN.um PF. 10 FOR ANCHOR NOTES. 15-2338 s SCALE: PAGE DESCRIPTION, m /111111111 rROUND WINDOW ASSEMBLY EDGE OF ACCORDION 12'MIN FROM SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES 0.125° -{ 0.12$• QST OF r 0.032" 0.032'-fF ®lLwu 0 ,• �: I f 4� Ati•�� 0.196' O r 1 45° / IT zm- 8 a K D' I I 00 QU"-1w9 ' I mo. w. 2.875'0 HOLE TO RECEIVE ROUND 3.5"MW wWINDOW ASSEMBLY TYPICALm wmow° 3° 02.875' -}T-0.188" 2.875.0 HOLE(TO RECEIVE m 12, 3 x 03.250' ROUND WINDOW ASSEMBLY) A INDOWS LIGHT-N-VIEW WINDOW PEREVMAXIMUEVERY T OTHER °off PER EVERY OTHER BLADE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB 10a =� ROUND WINDOW 2 LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV ^,, - d ! 12°MIN FROM r g' \� EDGE OF SHUTTER, EDGE OF ACCORDION g 1 TqP OR BOTTOM SHUTTER BLADES 3 RECTANGULAR \ 2m ¢LL WINDOW ASSEMBLY "� F3 G 1 BLADE W ROUND WINDOW EDGE OF ACCORDION 13 N.T.S, EXTERIOR ELEV 0 0 0 SHUTTER BLADES 2.210" 0145° 1.210' 0.145' c 3.5'MIN O ?: g q TYPICAL uR3 g I�JC O o r R o$ T1.500•x E RECTANGULAR OLE TO F RECEIVE RECTANGULAR WINDOW ASSEMBLY) o vii MAXIMUM OF 3 WINDOWS 1.500°x 6.000°HOLE(f0 RECEIVE A .161' PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) T"'.-•r° � c 093" .020" 3 RECTANGULAR WINDOW g 13 N.T.S. EXTERIOR ELEV Q g Egg} '° ^ __� 118. �LL�.LL� •���� "T— F JDTA. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: E�@ 3.5'MIN. p (EXT.) pp TYPICAL f---1 ASSEMBLY 145° 1. THE RECTANGULAR WINDOW SHOWN IN g gig I / 5113 IS MADE FROM GE XLIO LEXAN WITH 0 0.355' 7_1 0.075°MINIMUM THICKNESS. r r g Z, 2. FRAME FOR RECTANGULAR WINDOW MAY 4 I I o i BE NYLON 6 OR POLYCARBONATE WITH A i7 7 CCPMGNTFR1RL80R4 DP.E MINIMUM THICKNESS OF 0.161'.ATTACH I I TO BLADE WITH(6)*4 SS SCREWS OR 15-2338 1.856' }-0.177" .355° BOLTS WITH NUTS. .g L---J SCALE: E A SECTION A-A PAGE DESCRIPTIONS € 4 BLADE W RECT. WINDOW s RECTANGULAR WINDOW 93 °i 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV