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HomeMy WebLinkAboutProduct Approval Design Data and Installation Schedule ITIMOTHY NELSON 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 ACCORDION CEMENT 89 39.4 TAPCONS 12/24 SMALL OPENING ON CAR PORT ONLY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 07/0112015-9:22am DanIeK3 V:1Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14400 Series C&C(Currenl).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF -ZONE 4 Mean DESIGN PRESSURES PSF -ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Trlbuta Area S Ft Roof Tribute Area 5 Ft 1. TABLES ARE INTENDED TO QRST CASE'PRESSURES.'WORST CASE'IS Height. 1D_, 20 25 3D i8htt g,10`� 5 20 25 30 35 40 45 50 DEFINED AS THE CRI WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. P1i9'''� .1 -30.6 -30.2 -29.8 -2 !f=F '39.4' ',t)7.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2. TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0-15 +29 4 +' 8.6 +28.1 +27.7 +27.3 + 0-15f } 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES p 29:4• 28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 10°SHA EER AS A SITE SPECIFIC CONDITION. "'431.6 -31.0 -30.6 -30.2 -2 Z - .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 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 + 16 ft`T+29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF T. -32.8 -32.0 -31.4 -31.0 -30.6 -30. .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING 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(HEIGHTz/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 +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 -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 +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 -37.6 -36.1 -35.7 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 k +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 1.16.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 22k +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 -40.2 - 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 . 6 -36.7 CRITERIA AS OUTLINED HEREIN. 24 ft +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30. 9.6 +29.3 +29.1 THE WIND SPEED AND EXPOSURES ECI2.DESIGN IS FIED.ED OTHESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH ESSEWIND NTIAL 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 -38.0 -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 +30.1 +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 k +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +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 -39.6 -39.2 -38.6 -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 AI,9 -40.9 -49.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N NO VERIFIED BY THE GOVERNING 28 ft +33.6 +32.7 +32.0 +31.6 +31.2 + 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM RRANTY FOR APPLICABILITY OF 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 OFFE 29 ft +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 S.THIS SPECIR I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER 30 ft -36.9 -36.0 -35.4 -34.9 -34.5 -3 30 ft -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 +34.0 +33.2 +32.5 +32.0 +31.6 + +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL EM 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 TY OF THE HOST STRUCTURE. 32 k +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31. 0.9 32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 B.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -05.2 43.9 -42.9 -42.1 •41.4 -00.8 -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(t +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, HEIGHT PEAK OF -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 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT- MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 EAVE HEIGHT 45 k +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 45 ft +37.1 +36.1 +35.4 +34.9 1+34.4 +34.1 +33.7 +33.5 +33.2 a a ROOF 41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 f HEIGHT soft Soft+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 +34.8 +34.5 +34.2 +33.9 5 .7 +35.2 --42.0 -409 -40.2 -39.7 -392 -38.8 -38.5 -38.2 37.9 -51.8 •49.8 -48.3 -47.2 •46.3 -45.5 -44.8 -44.2 -43.7 SI ® I y An k 55k+38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 !+38.77 +36.9 +36.4 +35.9 +35.5 +3 .2 +34.9 +34.6- 4 a 42.7 41.7 -41.0 -40.4 -39.9 -395 -39.2 -38.9 -38.6 0 -49.2 -48.1 -47.1 -4 0 -44.5 60ft 60k 8+39.4 +38.4 +37.6 +37.1 +36.6 +35.2 +35.8 +35.5 +35.3 3 O Q +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES �y o o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o D O [NIT ISSUE GSS TSB 03/05112 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04!09/12 (�01(�l EXPRESS g O �\ c m REV 2014FBC GGM TSB 06/10/15 \ / `11 voiCa = ASCE 7-10, CHAPTER 30 CO0.P01ATEOPPICEI 07 lom z m 160 SW 12th AVENUE, SUITE 106 �m z �. DESIGN LOADS FOR COMPONENTS&CLADDING z z MASTER PLAN SHEEP DEERFIELD BEACH, FL 33442 P;m �� A in a THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 mz A t7O Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART wITHOUi 7 1 CERT OF AUTH 09885 z y o WRITTEfICONSENT OFENGINEERING EXPRESS.ALTERATIONS, A,S C E / 1® E:HELLO@ENGINEERINGEXPRESS.COM 0 :vADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT = in d PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM 1/31/2017 Florida Building Code Online It BCIS Home Log In ( User Registration Hot Topics [ Submit Surcharge Stats&Facts € Publications FBC Staff [ BCIS Site Map Links ! Search Fa �Ipa Product Approval e USER: Public User 1 . <!L��;°.�'d r1 P d Product Approval Menu>Product or Application Search>Application List>Application Detail z7. FL# FL13757-R5 e 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 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. I Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI IndeD 3.pdf FL13757 R5 COI Indeppdf 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.//floridabuilding.org/pr/pr_app O.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQ010bF%2f°/p2FmZrDFh7dHzwQ%3d°/pad 1/2 1/31/2017 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.pdf FL13757 R5 Eouiv Eguiv 3.adf 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 Summary of Products 4FL#� Model,Number or Name Description 757.i, 6.8 Accordion Shutter _ Large Missile Impact Resistant Accordion Shutter System ! R `.V1 J_ is of se Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwo.Ddf 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 i Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.Ddf —� combinations and additional limitations of use. 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 Dwg 2.Ddf 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 Eva[ 2.1)df combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.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 Dwg 3.pdf 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 Eval 3.pdf anchorage, etc. Created by Independent Third Party: Yes j Back Next 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 mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 Approva l Accepts: 50 M Credit Card https://floridabuilding.orgtpr/pr_app otl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQO]ObF`/`2f`/`2fmZrDFh7dHzwQ`/`3d`/gad 212 1.11...1.1.,.. 6.8 ACCORDION SHUTTER ` .......g9oo FOR USE WITHIN AND OUTSIDE THE HVHZ �; Z TABLE 4 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE o'. (!�tA OF ALLOWABLE-SPAN MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY I 90 FOR USEWITHINT E HVHZ FOR USE W THI T E SE Z y c�• Q 14 HVHZ HVHZ MINIMUM SEPARATION � SCHEDULE MINIMUM SEPARATION m\� POSITIVE POSITIVE WIND HVHZ FROM GLASS �Z FROM GLASS WIND LOAD LOADWI7H NEGATIVE POSITIVE POSITIVE DESIGN WITH CENTERMATES DESIGN SHUTTER DESIGN SHUTTER OD U^}" WIND LOAD INSTALLATIONS INSTALLATIONS POSITIVEAND INSTALLATIONS INSTALLATIONS WIND UNIMATE 29 ALL PRESSURE SPAN s30'ABOVE >30'ABOVE DESIGN NEGATIVE WIND PRESSURE SPAN s3D'ABOVE >30'ABOVE Z w= X LOAD(PSF) 3P MOUNTING (PSF) GRADE GRADE WIND LOAD ALL (PSF) GRADE GRADE rr1nf >¢U W 0 OR 31 8 Q CONDITIONS" (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) U a W LL w S ORO B Q (PSF) CONDITIONS" Z t 01$ 23.9 158" 1b8" 158° 28.3 158" 6.7" 3.5' 60" 3.1' 1.1' NO o 3 E 60" 3.0" 1.1' 50.0 158• 3o W W 3 m 25.0 164" 156" 158' 80" 3.1' 1.-0" 30.0 147" 168" 158" 30 99' 3.0" 1.5' 55.0 155' 120- 3.1" (y' J ,h 35.0 112" 150" 168' 12W 3.0° 1.9" 80.0 1400 150" 5.B•' 3.5- o W 40.0 137" T41. 158" 166" 5.7" 3.S 85.0 143' 00' 3.1" 1.1" w O g 60" 3.0" 1.1" 70.0 137' 99" 3,7" 1.5" C 45.0 133" 141' 150" 99" 30 1.B" 75.0 133' 100• 3.1" 1.8" a 50.0 120" 13T 158' 40 55.0 128" 134' 155- 40 108' 3,0" 1.8" 80.0 128' 120° 3.1" 2.2' W 12W 3.0" 2.2" 85.0 125" 132" &E, 2.7" .� 60.0 124" 131" 140' 9D 5.7" :` . 85.0 121" 128- 143" 0 121' 158" 5.8" 4.3" �^ 70.0 119' 128' 137"37" 132" 28'145' 6.7" 9,5' 95.0 118" 60' 3,1" I.T. n 75.0 11T 124' 133' 60" 3.0' 1.1•' 100.0 115' 99" 3.1" 1.7' 80.0 115• 122' 120' 99" 3.0" 1.T' 105.0 112' S0 108" 3.1" 2,0" ID Z �I 85.0 113' 120' 125" 50 108' 3.0" 2,0" 110.0 110' 120° 3.1" 2.b" 90.0 112' 118" 121' 120' 3,0" 2.5' 115.0 107' 132' 5,8" 3.1" Yd p 85.0 110' 117' 118' 13T S.T' J.5' 120.0 105' 150' S.V' S.2" N G m g 100.0 109' 115' 115" 80" 3.0" 1.2" 12fi.0 103' 89" 3.1" 1.1' O�b 06,m 3 105.0 107" 112' 112' 00 9B" 3,0" 1.9" 130.0 101" 99' 3.1" 1.8" 2�.1 a T10.0 108' 110° 110' 108" 3.0" 2.2' 135.0 99" 60 108' 3.1" 2.1" 115.0 105' 107• 107' 131" 5,7" 3.5' C_ 140.0 95" 120° 3.1" 2,7' m s a 120.0 104" 105• 105" 80" 30 1.2' W145.014W 5.5" 5.0" E 125.0 - 103' 70 84" 3.0" 1.6' -�R-giso.0>'R- 89"� ST 3.1" 1.1" �• � W Q F140.0 in 101" 89' 3.0' 20" 155.0 '-88" - 1., 3.1" LS 80' 128' 5.7' 3.5' 180.D 83° 70 B9' 3.1" 1.B' 9S 60" 3.0' 1.2' 165.0 81" 120°. 3,7" 3.0"84" 3.0' 1.7' 170.0 78" 137° 5.B" 4.6" 145.0 B9° 80 175.0 78" 60' 3.1" 1.2'99' 3.0" 2.3"B8' 118° 3.5" 3 6 180.0 74" 84' 3.1" 1.8"185.0 72" 00 99" 3.1" 2.2' 5; B3" 60' 30' 1.3' 190.0 70' 120" 3.7" 3.0" 81" B4' 3.0" 1.8'78' 110 195.0 BE, 121" 5.8" 3.T m - 09" 3,0' 2.5" 78} 175.0 76' 110' 3.3' 3.3" 200.0 86' 80" 3.1" 1.7' 180.0 - 74" 80' 3.0' 1.3" B4' 3.1" 1.0' y •�'FOR BUILDOUT MOUNT MAXIMUM 110 99" 3.T" 2.5' 185.0 - 72' 120 84' 3.0' 1.8" SPANS AND PRESSURES,SEE 190,0 - 70' 105' 3.1' 3.1' 110" 3.3 3.T TABLE C ON SHEET 6/13 e 195.0 6B' 6D' 3.1 1.2" g W g6a 200.0 68° •"FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE ., OM1' 3.1' 1.8" u LL¢�� •���g TABLE C ON SHEET 6/13 120 89' 3.1" 2.8" 105" 3.1' TABLE 1 AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 ES F COUNTY FLORIDA. 1, NON-HVHZ: : NOT 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN DEFINED AS ALL LOCATIONS OTHER THAN 's MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 5 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN 9 SCHEDULE'ABOVE ARE RESPECTIVE ALLOWABLE DESIGN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN I g 9 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND '�y1 PRESSURES A7 EACH RESPECTIVE SHUTTER SPAN. S '( SEPARATION FROM GLASS 1S REQUIRED FOR IN OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE; v 3. tomwr7rtianwcLSLnxwOOP.e IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSEPARATION IONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR 15-23 4. THE 6.8 SYSTEM MAY E MOUNTED WITH THE INSIDE AND _ THICONDITION POSITIVE ALLOWABLE PRESSURES SCALE: N OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT AS NOTED IN TABLE 3 ARE IN THE DIRECTIONTION TOWARDS THE PAGE D6SCRIVTIDN: 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. _ 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL BE �. BE USED. I USED. Gf�N �'• '� 4�i1�2Ct *• zI GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING L VARIES - NO LIMIT ffl; V�w j CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE [JINTERNATIONALBUILDING CODE IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEMMEETS MISSILE LEVEL"D"AND IN�LUl7ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 'SECTION2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE a 3 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURETOP TRACK m 3 x REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA o w BUILDING CODE SHALL BE LESS THAN OREQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE p CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 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 A 1.5 m SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z W PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND n.M VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, 0 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 Ld WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 o Ha a SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.I =W a�<m P 9. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL H J I ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAMEX¢ f< SSS PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢F a 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. E 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld .s CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N c$ 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 R OFFICIAL MAY REIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM TRACK LQ- SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: w TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS r TAS 201,202&203 a - ll 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 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 0 x& 5 ALUM.ALLOY. N.T.S. s m 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR °e BOX LOCK AT CENTER OR SIDE CLOSURE. yrs 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REOUIRE. IaY� 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". li ®g 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. B ®° 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYPoOnrRWL0MM WP.E 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 93 a ^ 2.874" PROJECTION VARIES 3.610, 1.994" 9Q 115" 4874'MAX. ,068" 2.782" 1.907' 1.825" g 125" 1.825" 1E� a 825" 1.706' 97" .825" 8� • q .143" 143" o a ' .100" 1.7 8" .068" .099' 188.•1 .m.. 1,7195 .100' N *: I 1, n .100__J,,7.7 1D0" In .100" o, 0� .195' , .195'• 96" .143'y{' ' gyp. in m k.6 'P,"D TA . 62' .062' N ,095" ~IA61.S1D'.062' 62" .200 .062" 30" 62" .200" n � n 630' 1.5 0' w •.X630 .588'1.69' .971" .971" .0995' X1.069' 2.728' f11 ¢,g"z�o a 1.2 0" 1. 0" 1.250" 1.200" .095" .971 .030' 2.748' Z 5.745"M X. 5.745"MAX. 3.610" W O 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 Y SCALE,HALF SIZ SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .SCALE:HALF SIZE •wi O WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 19 8655' 2.655" .6.52110•" �-- mN a Nni_I-� .S1I85--I•8II'_D��t .875' II ',2195' I 1.230, 1.825" 2.9 �.0. 2,65 '1.583" 2.3''�6_5' .510' .085'" .621 T0Y.60088 ` 7/y�,:•wyzm/a�mv,mE� �oOspKi gm 0 M .40 11 . . ' 101 TYP1106 � .831' � los" 1.230" ' zr' In1'a 1069 .875" . 6 - 781' 2.300" 4.510' 2.195' 4.510' .1-250o :o�+• r� v O7 SILLOg SILL ADAPTER �p EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR SCALE.HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE • F SCALE.HALF SIZE SCALE:HALF SIZE 1.994' .143' 143' 4.603" 30.225' .314" 1,708• 0 325' n .043" .250" .297" .060 .150R 3,963' o .o3oR ,054" .D 2" n 1.570' 510' 069" o in in Q 9aA 1.625" 3.410. •N: .341' .061 o ni, co 1.721• 0.060' ? , 3 TYP. 6.8 SLAT/BLADE 7 6.8 STARTER 133• 682' 630• .09TO B 0.080• 117. 060• SCALE.HALF SIZE SCALE.HALF SIZE ,130' � 2' ul 2.8In 22• o �� N .115• ,nn Og0- E4 -f "I ni �$ 4.s1o' �g RADIUS CEILING HEADER/SILL 096• I �8 WALL SILL � g a SCALE.HALF SIZE cli180' .080' SCALE.HALF SIZE 4.102" .310' 630' N w C7MGETFPAWL8-MQ 0P.E zz7' Sol N " o.Dgo• 15-2338 054" SCALE: .420' PACE DESCRIPTION: 15 CEILING HEADER/SILL m O8®6.8 STACK/CONECTOR SLAT/BLADE 14SCALE. L HF SIZE WALL SILL CLIP 13 SCALE,HALF SIZE SCALE.HALF SIZE .37s0 1.9s0^ .` G 9iQD 4. 2,018' #10-24 THUMB x.125' o SCREW Z AS STAINLESS STEEL L 'o o .3200 H.LE t.062' W m �D Nw OZ p (U .}O m W N CC ni m WHEEL NYLON W` R m Ta N m 8 G 1.100" .240" o sQ� : , > n I, 5'MAX. L TYP,AT EVERY OTHER 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 0 OANGLE SCALE:HALF SIZE AND ®ONLY CYLINDER-SOUR BRASS,NICKEL PLATED j U LL w E s 1g 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST,POWOER COATED SCALE.HALF SIZE 'L1 SLIDE ROD SCALE:HALF SIZE NOTE:MAYBEKEY OPERATED OUTSIDE OR THUMB Z imp m Qy SCALE:HALF SIZE TURN OPERATED INSIDE. n D a W .W 3w x,250• 23 BRASS PUSH LOCK ; 3 u gY NYLON WASHER SCALE=HALF SIZE .3 RA LUMINUM ,357' R,rs o (NYLON BUSHING 276, 'Psp s' 4,000' OPTIONAL) ,500' a 14 x 2-3/4"410 HT S.S. in ^ N INSERTS SCREW W/ •062 N d m INTO TC ULTRACOTE COATING 2,250' o m TRACK (TYP TOP&BOTTOM) ,154' .137' 5' N W t Y YLON BUSHING W/WASHER: N m 7/16"0 x 1/2"P INTERIOR JOINT TOP v .224' �1 0aq 7/16"0 x 1" INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 28 BOX CENTER INSERT 2.750' 2.000' =5 2 MR 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 27 RAINGUARD 2g DECORATIVE FLOOR TRACK z 7p� SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE y 1$236 978' 9 :y y31 2.125' m E o .623' Did. .286' .267' 2.702" 2.642" m 1.110' 2.465" 2.405" 3 .443' .443 u�i a� .090' m Q' m 2.289" 2.216" a c 5 1.004' m n p m cY6 m284 L-' m n 1.200" 1901.100DI m o ,> .190" .250"r 1.068' .239' + o a` N m ;2503.443• .496' m6' 125" '- .125" .190' 125"062' .222'IL4 .062'• .176' ui s 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 3P FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE a gb SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE fi 1��� , .062' a STEEL NSTAINLESS �0S o si Ii 1 ! NOTE.-ATTACHMENT SCREWS FOR ' 11 ��g END STRIPS SHALL BE#10 TORR 8 :s 5.500' x 13/I6' WIDE •�-�',400' °t` 'A 30 HEAD STYLE VARIES W OR PHILLIPS DRIVE SCREWS, g s y 38 THUMB SCREW '4�ob NAND-TIGHTENEOONLY. G S / SCALE:FULL SIZE .250'.r-.� W cc s vI iD M1 'HINE SCREW STAINLESS 1 0 His•S ¢ N 'I STEEL a Di aD NPYPICJIf FlURtLBFANMDOP.E m I I 5/16"0 INTERNAL �-. m }..}188' THREAD a.x TYP. g7 T-SCREW INSERT R UJ (u < 15-2338 4.500' - a 1.050' SCALE: - }-}.689' POWDER COATED.ZINC DIE-CAST SCALE.FULL SIZE �� w �OO PAGE DESCRIPTION: R�D� QQEhY�°2aS SECTION A 38 T-LOCK ADAPTER zsa• 40 40b 40c (OPTIONAL) r- 7'000' J• N " "! END STRIP 1" 35 BOX LOCK SCALE.HALF SIZE SCALE+HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE.HALF SIZE 11.125' SCALE: HALF SIZE d a /P.E. 6 FASTENER @ 18"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS _ Cy q9 (USE ANY ANCHOR SHOWN DIST. y IN ANCHOR SCHEDULE). +Y�•' I � No. EMBED SILL, (INTERIOR) tp 71 L� ALT.DIR CTION EMBED. 17 : OF ANGL LEG IIIN _ 1 41 �� (INTERIOR) 77 i9 mil` ' 0.062"THICK 6063-T6 UM.ANGLE 1"x 1"MIN. ED G 0 2"x 5"MAX.(ANGLE LEG 3 DIST AY BE REVERSED) r_�7L >aUa LL w�`a B 9 ASTENER(al 18"O.C.(USE ANY 13 15 73 y a W Z LL ANCHOR SHOWN IN ANCHOR 21 B 23 29 29 7 . my w o S� 73 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). TO & L. N.0 1/4-20 THUMBSCREW EXTERIOR W 29 #12 x 1/2"GALVANIZED BOTTOM (EXTERIOR) w,n�+U m L 6.80"(TYP.) INTO CENTERMATES 1/3 >i -� OR S.S.SMS,3/16"0 ALUM. TO 2/3 SHUTTER SPAN ECEIVING HOLE N a> 7/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 SHALL BE HOLE o w.. (EXTERIOR) w•• THREADED HOLE.LOCATED(� MACHINE BOLT&NUT MAX WIDTH UP 0 1/3 SPAN TO 2/3 SPAN FROM (PT 18"O.C. TO 1"HEIGHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY < SCALE:3"=1'-O" 58'-3".USE TWO THUMBSCREWS SCALE:3"=V-0" ON BLADES>W-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES En USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM �^ OR 11 5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 DETAILS SCREW I 0 THREADED MAY BE SUBSTITUTED.WHEN USE WITH N Y INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEE ENO STRIP SCHEDULE w TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" � w FORMAX.SPAN WHEN K ROCEIVIN0 HOLE SHALL BE 3U 13 � . USING 40a,40h OR 40c h� a EE r 3/8"MAX WIDTH,UP T 1"HEIGHT. g� O`^ 30 I END STRIP SCHEDULERUNr` Q p'o K PSF SPA 8 IRIATE 1'BIO(2.7') i2 108• STARTER STRIP TO X <f o PROVIDE CLOSURE FOR ^^^���T�\`J B rt 13 132 75" �� BUIUIING CONDITIONS. �✓-\ 3 O g 2`BIO(3.7") 62 95" FASTEN STARTER 72 88" STRIP TO TRACK W/ d o I (INSIDE) ® 2 83 2/#10x1"SCREWS 3"BIO(4.7) 82 68" AT CORNER ® a2 79" ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY), rr1 1.5k3" 45 93^ SCALE:3"=V-O" ANY TRACK L��/, F 13 I x0.099" 52 83 W/SCREW BOSSES, F ANGLE 8SILL8 -91— SILL lil I 773 73"07" a -S g V) I O I 2'X3" 45 139" �J2 I- x0.125' 5 9' EXISTING GLASS n ?S ERO 057 1 Z ANGLE 60 120 Q BA 13 84 + �`+ USE(t1)BRASS PUSH LOCK •^ e I USE(1)BRASS PUSH 0 1111.logOR(1)5/16-18 THUMB (INSIDE) LOCK OR�1�5/16-18 0 13 IN'E W I O THREADED 7 2 p 30 2'x4" 45 145" TO 2/3 AN FROM / p THUMBS EW INTO INSERT(371 AT 1/3 SPAN SILL o BT THREADED INSERT 3 x0.125° SP' AT 1/3 SPAN TO 2/ 129" BOTTOM OF SHUTTER yyy i° SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 80 25" R@ SHUTTER.RECEIVING HOLE SHALL BE 3/B" 70 1 1" a MAX WIDTH,UP TO 1' 3 73 4^ F I i HEIGHT. FORGREA7ERSPANS OR LOADS'ff $$a @pgyy — — — — THAN SHOWN 1REND S7RIP 5 30 HIM IRS TYPICAL OUTSIDE CORNER CLOSURE — SCHEDULE,END STRIPS HE QUI RE n CC� DETAILS WO/CORNER POST USm ago-CLIP INGANYANCHORGONTNE SPAN 13 15 13 3O COPYNNOFMV'LBEANARW PE NTS 13 \ AN CHORSCREDULE4R34xV4'TEK 31 .� (OUTSIDE) 15-2338 ` SCREW OR 1/420 ROLTTO END SCALE: SILL STRIP. USE(1)BOX LOCK AT 1/3 PAGE DESCRLPTEON: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE $ ri a CC2 DETAILS WO/CORNER POST �e MULTIPLE SHUTTER ASSEMBLY NTS 5 � � �� SCALE:3"=V-O" IIIIIli11 2 FASTENERS ALUM. TUBE -_ EACH ANGLE 6063-TS ALLOY •�QQ C2 CONNECTION TYPE SEE TABLE A FOR SIZE. ��\ REFERENCE ANCHOR XISTING _ SCHEDULE FOR MAX. STRUCTURE - 1"x 2"x 1/8" SPACING y OR 2"x 2"x 1/8" \ Cl CONNECTION TYPE 1/4-20 MACHINE BOLE ALUM.ANGLE 0 , REFERENCE ANCHOR W/NUT @ 12"O.C.ORg THREE 3/16'•B 0 13 SCHEDULE FOR MAX N14 SMS @ 6"O.C. ''.}} 1-0T OF ` SPACIN 1/ (TYP.TOP 8 BOTTO4 •, m ALUM. I I �"kM OR POP RIVETS O 17 �'� ALTERNATE THRU BOLT �4/ 4t THREE M12 SMS, 3/16"m ALUM.POP REFERE CE ANCHOR m (1,, O� TYP 17 RIVET D.C.N12 SMS pm Woo W 1�1 lV a- @ 18" .0 (TYP.) SCHEDULE FOR MAX. w W OR VVtl6dddddT a a TABLES(cm) IFT�� SPACING p Z¢ w U a w PRESSURE VS ALLOWABLE LENGTH w Q 9 LL LO 5 6 MAY USE MALE OR I 1 I F `_' $W 2512'xff/1B 3B/1�j8° FEMALE LOCK-SLAT) M. 13 m 7 PSF No B/0° I I k FOR . ? Z O W O 4 3 g 130• 188° 19 �,l�- OR DOOR 'OR M. N IL, N a S:3 J 7z Iz4 179^ CC3 TYPICAL CORNER CLOSURE DETAILS __ �� m aAss a a p w 82 119' 172• NTS v q w I i0 Q 92 I14' 165 ALLOWABLE SPAN C7FR\\ _ F a ALLO ABLE C:PAN N 102 IVY I60' SCHEDULE FOR A'C R 6 R = TABLE B(cot) ALTERNATE THRU BOLT 9uILODUT MOUNT w f \ 0 M w 120 104' 197' PRESSURE VS ALLOWABLE LENGTH CS CONNECTION TYPE (oEraLF7 wo \ 11 N ss0 97' 131' REFERENCE ANCHOR Max MAX z 2"IQ'x1/B' 350k1/8° SCHEDULE FOR MAX. I n 88° 114' PSF WITHB/O WITH O SHUTTER DESIGN SPAN PRESSURE Cl CONNECTION TYPE 1/4"MAX.FROM PIN 62 113' 166• REFERENCE ANCHOR 1 GUIDE TO BUSHING 1251N, +/-30.1 PSF SCHEDULE FOR MAX. r- - WASHER(TYP.) W•CS'8 LL 72 107' 157° 121 IN. +/-31.IPSF SPACING II 1 19 ••ppp 82 ROI• 147' n81N. I/-31.9 PSF I I I Ya c 1151N. H-32.7 PSF ___J 14x3/4",SMS @ 9"O.C. N 92 9S 13V ANGLE TO TUBE CONNECTION m 1121N. +/•33.6 PSF O M 6 102 90• 132• I EXISTING 3 llDIN. +/-34.2 PSF 2"x 2"x'.125" LUp g 120 83• 12Y 107 IN. +/-35.2 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE zm a tL 15D BLOCK OR 74' 109' ROSIN. +1-35.9 PSF 5 CONNECTION TYPE 200 1031N. +/-36S PSF WOOD FRAMING REFERENCE ANCHOR S v �• �° 1o11N. +/•37.3 PSF SCHEDULE FOR MAX. - E 1/p'FMLN,FOR CONCRETE 991N y-3B.O PSF SPACING 3 s FOR BLO AND 3/4"MIN. 8 FOR WO 961N. +/•39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a 921N. +IAO.9 PSF UI < ASTENY ANCHOR 18"O.C. SCALE 3".1'-0" B IN ANCHOR SCHEDULE). 961N. +/•438 PSF o 831N. +/-45.4P5F G BI IN. +/^165 PSF 781N, +/-48.3 PSF ACCORDION SHUTTER PER PRODUCT APPROVAL m S 761N. +/•49.5 P5F f. 741N. 1%503 PSF E- 3/16 RIVET OR p12 2"x 2"x 721N. •%52.3 PSF N05111 _ SMS RI 18"O,C. OR .090"6053-T6 APPLICABLEATTOP 05 G g S A" 701N. +/-53.8 PSF �aI 44 ALU TUBE TUBE TYP. AND/OR BOTTOM a I- o 13 1/4-20 NUT SOL 17 68 IN. +/•55.4 PSF (TYP.). 3/16"0 ALUM.POP 66IN, +/-57.OPSF 2"OR 3' z O Q ALUM.TUBE RIVET OR#12 SMS �B q Q 808J-T8 ALLOY @ 18"O-C.(TYP.) w H m Z"x S"x 1/B" g g3 F »R SEEFTAB� 2 FASTENERS x CONTINUOUS E. X0, 3/2"MIN. g a EACH ANGLE ALUMINUM ANGLE LL 4 13 p y= 2"x 3°x�"x "� 22 1"x 2"x.093 OPTIONAL ANGLE INSIDE TABLESEE 22 N ic o N CONTINUOUS OR 2"x 2.175• g 6063-T6 ALUM. THREE 3/16"A ALUM. 17 ORIENTATION TYP. 17 GLASS K pZ m 2"x Y4"x CONTINUOUS a `v �^L ANGLE,TYP o POP RIVETS OR OR DOOR Q K Q 4 6061-T6 ALUMINUM @ THREE#12 SMS,TYP. TO LUSS 2: u a 1-. ANGLE u•p 0 0 1"x 2"x 1/8" r" III u h 2„ 0.9"MIN.THICK 6061-T6 N OR 2"x 2"x 1/8" ALUM TRACK FASTENED � . 3 13 ALUM.ANGLE ANGLE FASTENED TO - TO ANGLE WITH 1/4-20 t FE EXISTING 3 KSI 6 6 C4 CONNECTION TYPE FROM.ENDS A D 9"o C. USE MALE OR FEMALE CONCRETE HOST 00P118QfrFRkWLBEWiV WPE LOCK-SLAT) w 13 m REFERENCE ANCHOR FOR THE BALANCE 15-2338 13 SCHEDULE FOR MAX. YSTRUCTURE WITH WO ELCO ULTRACONS 2-1/2'MIN. _ SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: $ (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION. 012 x 1/2"GALVANIZED WITH I);'MIN PSI MIN) - OR S.S.SMS,3/16"05 ALUM. SIDE CLOSURE OPTIONS \ EMBEDMENT AND 2Yi" CC4 TYPICAL_ CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 EXISTING CONCRETE, SEE TABLE C FOR MAX SPAN AND PRESSURES Ll_3 ggg NTS MACHINE BOLT&NUT SCALE.3".V-0" BLOCK OR W000 FRAMING MIN EDGE DISTANCE, OE 1B"O.C. STAGGERED WITH 3' s MIN.SPACING,TYP. BUILDOUT MOUNT C EE INSIDE SILL MOUNT SECTION O SCALE.NTS p SCALE.3".1'-0" ,��1�111111/�FP C5 CONNECTION TYPE REFERENCE ANCHOR XISTING z FOR&a SCHEDULE FOR MAX. STRUCTURE 1G FOR API, 7^ S GLASS ESSOTIA` w} GLASS ESSfHDAI. Cl CONNECTION TYPE 5"MAX. 1/4-20 MACHINE B T . � OR DOOR SEE ILUE 4 Fw.0 u„ OR DOOR k FOR HT HT HI j14 I m REFERENCE ANCHOR 19 W/NUT @ 12"O.C. T SCHEDULE FOR MAX. 014 SMS @ 6"O.C. SEE TABLE 2 p<Z SEF MLT•BLE 2 woSPACING /2- (TYP.TOP 8 BOTT rlxr OFPINI MIN. 13 =W Ix pSEPARATION SEPARATION X w N- TO GLASS wi1/4"-20 THRU BOLT W/ w m ®. TO GLASS ¢=o:J 012 x 1/2"SMS @ 12"O.C. z F: �LOCKNUT @ 12"O.C.OR E r F m OR 3/16"0 ALUM.POP a E¢- o w R 6 OJ012 x 1/2"SMS @ 12"O.C.E.S. m r Q RIVETS @ 6"O.C. OR 1/4"0 N w o OR 3/16"0 ALUM.POP wrALUM.POP RIVETS @ 12"O.C. ORRIVETS@ 6"O,C. EW3CONNECTION SJ= w Z=OR 1/4"0 ALUM.POP RI12"O.C.E.S. w11 AND�2 X.FROM PIN FOR ' w �J m Q<- /4" -l7 3'- @ /4"MAX.FROM PIN ASSEMBLY ESSECIIAL 13 r M w 1/ 1/2"TYP. GUIDE T B Gr =woAND UIDE TO BUSHING WASHER(TYP.) gE T p ASSEMBWASHER(TYP.) GLASS 6 F'OR NVRZ ai pNw 6 ti JP. EXISTING CONCRETE, >= 4 CONNECTION TYPE OR DOOR SEE TABLE 2 p ZmwBLOCK OR WOOD FRAMING "' REFERENCE ANCHOR FOR MIN. Q o:Q< InEDGE SCHEDULE FOR MAX. SEPARATION L uILr cc 3 CONNECTOR TYPE DIST. Tp p�5 ut4 e wSPACING AS SHOWN pREFERENCE ANCHOR 4 CONNECTION TYPE IN DIAGRAM ON PG.10) Q SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. w TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER m w 6 R fTvrv_JJI REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w p &O N SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER WITH THIS LOCATION C1 CONNECTION TYPE 2 GUIDE TO BUSHING / LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) 1/4"MAX.FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR WITH THIS LOCATION PIN GUIDE TO SCALE,3"=1'-0" SPACING 5 CONNECTION TYPE �I BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR F m (TYP; SCALE+3 1'-0SCHEDULE FOR MAX. / '• EXISTING CONCRETE, SPACING •c,.,a O m NOTE:FOR DETAILS A,B,D AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. THE BASE TRACK MAY BE NSTALLED IN SECTIONS z p d d / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION A MINIMUM OF TWO SETS OF ANCHORS AND IS A u� / 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. �-\!• ul m E TING '= 3 EXISTING CONCRETE, 5 CTURE c g 8 BLOCK OR WOOD FRAMING EDGE IST• 4 CONNECTION TYPE ` `'Cz CON TION TYPE W EXTRUSION 2 a v EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMB D. 5.00 TION TYPE W/EXTRUSION 1 °D REFERENCE ANCHOR w SCHEDULE FOR MAX. \;, 'REF N E ANCHOR SCHEDULE FOR MAX. W SPACING DUCE FOR MAX. SPACING AS SHOWN ACING�..,, IN DIAGRAM ON PG.10) 1416 1/2" (DORO2 1/2" ¢ w LL 3 4 w GLASS w r-w+m w o •-: o: B w OR &FOR HVHZ DOOR 13 r a w FOR r m �' 012 x 1/2"SMS @ 12" SEE TABLE _ = F w>> w a w w F m O.C.OR 3116"0 ALUM. SEPARATION TiA qi 1^ o vui 13 vi= FOR S ;NNW 0 POP RIVETS @ 6. O, X pO a< GLASS OR A FOR HYHZ = Z N o OR RIVETS ALUM.POP <-=<< DOOR In S 13 ==Zu' R{VETS@12"O.C. >: uN FOR WN. Xzazm 5 OR DOOR--�—Z SEE TABLE Xiozm u TOOCASS Fjuy~ ��� gpg3 id 1/4-20 S.S.MACHINE EQR 3 W a a Fa- O7 AND OB 1/4"MAX.FROM PIN u n Y SCREW S NUT @ GLASS _ �y ASSEMBLY i/2" T/2" GUIDE TO BUSHING a 12"O.C. TVP. WASHER(TYP.) N F � $ 1/4"MAX.FROM PIN m w o 1!4"MAX.FROM PIN S3 x = 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING 2 s Q GUIDE TO BUSHING w 1&RO2 WASHER(TYP.) y \x g WASHER ITYP.) EDGE REFERENCE ANCHOR B g E a 5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C2 CONNECTION TYPE W EXTRUSION 2 QIPMKTF&%L8VNQW0P6 li= m BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION $1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 1S-2338 m ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. SSS 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE 012 1,1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, once oescnlPriOn: LOCATION.FRONT AND IMAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O,C, BACK ANCHORS NOT REO'D �`--BCCI OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P WITH THIS LOCATION RIVETS @ 12"D.C. 9� N Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION F WAIL/BUILD OUT SCALE:3"=P-0" SCALE:3"=1'-0" SECTION-" C FOR ASTM ESSENTIAL ````,FACILITIES SEE L •'9i9,'y F Z ET BLE 4P EXISTING 1/4-20 I1O GLASS OR MIN.SEPARATIQY W Z.� N STRUCTURE ALT.LEG DIRECTION MACHINE OR CLASS 130 0. 12)6063-T6 ALUMINUM BOLT W/NUT 4y _ DOOR 0 w ti ANGLES PER BEAM END, @ 12"O,C OR w 0 um I SIZE PER SPAN TUBE Clq14 x 3/4" r w w 1/4"0 ALL I SCHEDULE SMS 6"O.C. SPAN TUBE SCHEDULE ' m¢Z ¢ POINTS SOLID T ; o SET ANCHORS SPAN TUBE NUMBER OF , Vw¢a I WITH 7/8"MIN. ALLOWABLE TUBE NUMBEROF MINIMUMAN LX w Z EMBEDMENT IN PER DESIGN SPAN THRU-BOLTS ANCHORS PER LENGTH m I X Ll7 CONCRETE OR � ACCESS HOLE SCHEDULE TUBE LSPAN ANGLE �y ¢3:0: SIZE =r w w BLOCK,3"MIN in TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM O• w SPACING AND4. Z r p 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE ' w= X DISTANCE. - 2: 123.8• 1352• 2 2 2 3 4" T jUId Wpp101.7' 108.8• 2 2 3 3 7' 7" � g 3"MIN. 14 16 ¢w 89.9• 94.4" 2 2 3 3 7" TwE0.01ST. O=m128.1" 187.0' 2 2 2 3 4' 7" Z p Q Z OR ASTM ESSENTIAL FACILITIES_ 19 U N p rAn 98' 114.8• 124.1' 2 2 3 3 7' 7' ¢Z^ 0.125" 123" 102.8^ 109.8' 2 2 4 4 10" 10' 1/4"MAX.FROM PIN GUIDE A SEE TABLE 4 h FOR HiMZ sEE w¢ N 3 J I TO BUSHING WASHER(TYP.) GLASS TABLE 2 FOR MN.SEPARATION w a ro 139.0 188.8 V22 3 3 7 7" O w OR DOOR TO GLASS N w m Zkfl'k �" 122.7" 155.7' 3 4 7' 10' ,p w•- TWO 1/4"0 WOOD m¢ 1/4"0 THRU BOLTS = 0.125' 123" 115.4" 137.8' to"G SCREWS @ 24" SEE BEAM r I-r 90" 158.1' 240.0" 3 4 T 10'O.C.MAX.WITH 2" 3"MIN. SCHEDULE FOR Z 1- 2'xin THREADED PENETRATION w 0.1876" 98• 140.0• 229.8',� T"INTO CENTER OF STUDS ED.DIST. N EOUIRESNMSER JI N 123• 132.2" 203.t' 5 7 13^ fs" SPAN TUBE SCHEDULE NOTESL EMB."T• 14 SMS @ MIDSPAN BETWEEN - 1416 /4"MAX.FROM PIN GUIDE x x x °ANGLES FOR 2°x5°&2"x6'BEAMS. STUDS FOR TRACK TO 1"x 4" TOB SHING WA5 ER 7YP. 2. USE 2"xS"xl/4'ANGLES FOR 2"x8'&2"x10"BEAMS. PLYWOOD& TUBE CONNECTION 1/4^0 ALL 3. USE BEAM SCHEDULE FOR DETAIL 1. m 11 POINTS SOLID in 'n w w STUCCO FINISH 1"x 4"x.12S" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN =1 6063-T6 ALUM.TUBE WITH 7/B"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH N ¢m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN a W/NUT @ 12"O,C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 6 SPACING AND 3" I (2)6663-T6 ALU NINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O� 3 MIN EDGE I ANGLES PER BEAM END. OR M14 x 3/4"SMS[al ANCHORS,ANGLES AND SIZE PER SPAN BE 6"O.C. q5 BOLTS),WITH THE SHUTTER SPAN TAKEN ZQ I` .WALL MOUNT SECTION ULE THIS DETAIL MAY DISTANCE. TUTHE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. z 8{ SCALE:3"e 1'-0" ALSO BE USED EXISTING SCHEDULE ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. <E p AT TDP STRUCTURE EMBED.LT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. $ MAX.DESIGN LOAD-x 72 PSF \/' E 3::3 O BEAM SPAN SECTION a -GLASS w SCALE:3"0 1'-0" O AQ SEE TABLE 4& OR DOOR TM ESSENTIAL F13 7 in F FON HVHZ SEE TABLE 2 O = n EXISTING WOOD p Oi FOR MIN.SEPARATION TO w 1/2"M-12' " Z TRUSS OR RAFTER t T^ m QA55 Q R @ 24"MAX.O.C. Z F N EXISTING FINISH \ w MATERIAL 5 6 1/4"MAX.FROM PIN GUIDE 1"x 4"x 1/B"6063-T6TO BUSHING WASHER(TYP.) m @51/4"TILE(TYP.1 ALUM.TUBE W/THREE H MATERIAL 1/4"0 W000 LAGw A E SCREWS WITH 2-3/4" I=`�r��_ / ��� 8 PLYWOOD MINIMUM THREADED / @ t- -1/4"0 A325 GRADE THRU BOLT P 7"O.C. PENETR."T"IN WOOD OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSSr r GALV.OR S.S. 24"O.C.MAX.WHERE 5 6 TUBE EXTENDS BEYOND 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA ° S 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO w 2"x 5"x 1/8"6063-T6 5 F w m ALUM.ANGLE W/THREE S + OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" NEXT TRUSS. w w s \ rwo:¢ 1/4"O WOOD LAG ? MIN.EMB. IN WOOD SG=0.42.TO 0.55. 1A mp i r IJ o SCREWS WITH 2-3/4" cOErAMxrlRAvcLaB4u900P.t: 1/4-20 S.S.MACHINE SCREW 13 ==z MINIMUM THREADED 15-2338 EXISTING CONCRETE, I): 12"O.C.IN BETWEEN TRUSSE w r o M w PENETR."T"IN WOOD WITH 1/2"0 ACCESS HOLE ON w- -I �6 HOLLOW BLOCK OR tI• 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR H14 SMS x Z'Irl z m EACH RAFTER OF TRUSS, scALc: WOOD FRAMING.SEE ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN ¢ O¢F 24"O.C.MAX.WHERE PAGE DESCRIPTION: ANCHOR SCHED.BASED S B- ON TYPE OF STRUCTURE N ANGLE EXTENDS BEYOND ¢ LAST TRUSS MORE THAN (MAX.DESIGN LOAD x 72 P.S.F.1 6", EXTEND ANGLE TO 9� PASS THRU DETAIL (MAX.DESIGN LOAD t 72 P.S,F.) NEXT TRUSS. O SCALE.3".1'-O" O TRUSS MOUNT SECTION SCALE:3"=V-0" 0 i3 No, ' GLASS OR ' DOOR, n z•• l' y FOR ASTM ESSENTIAL / _ FACILITES SEE TABLE GLASS OR Z 1 GLASS OR TABLE w J I I FOR DOOROF m} FOR DOORIV K o SEPARATION TO CLASS w F Q i w Ix°vim~ w"� FOR FUV, FOR wFw paZUJILC TAMP N=m F=-zwIx £J1 SEPARATION TO D2 FORxl w 0.O SEPARATION TO a Q CO u 4"MIN. 3 CAM X N L, GLASS i Z� 13 z C) w=''a � Q= w b g Ci °Z RADIUS HEADER MOUNTED S LE-wm zpw ua Z6 13 1.- /3 w o:x Cl CONNECTION TYPE u a. PARTIAL ELEVATION L7 g z F Q u o u REFERENCE ANCHOR a V y m$w o y w p~ SCHEDULE FOR SCALE.3" I'-0" Q SPACING `]5 ..250" w 3 w '250�,:.,� v, .ZSO" vai I V) Y S 1 V4 WTAPCON(1124" �C6 CONNECTION TYPE ii w '3 - 0 C WITH_?1/G;d'MIN REFERENCE ANCHOR L7 IB ¢ 'EMBED;,_ r SCHEDULE FOR MAX. w a SPACING ONCRETE OR EXISNG ;e \ BLOCK ONLY.WOOD STRUCTITURE \FRAMING S WOOD ANCHORS EXISTING HOST STRUCTURE Dp+ Gi / �10T ACCEPTABLE / O WALL MOUNT SILL DETAILNXISTING FINISH m 1/4"MAX.FROM PIN m \ O SCALE 3".4-0" ATERIAL w GUIDE TO BUSHING 1! LL DIST:. \ DECORATIVE FLOOR TRACK DETAIL @3R@ CUT IN 4"INTERVALS . `�+'�..+� �••I`.��+"• WASHER(TYP.) to ' \\ O SCALE,3"=1'-0" TDETF40R 'U EFOR ADDITIONAL F e RECESS SILL' DETAIL �\�n1/ SCAL`s 3"=1'-.0" \ INFO). TY .TOE 3 BOTTOM. rn rn ¢n FASTENER(ol EACH 4"CUT SEE ANCHOR SCHEDULE BASED j ON C4 CONNECTION TWE TO a 1/4"MAX.FROM VERIFY ANCHOR SPACING '�n"� yyyyyy '� zv a F POJ GUIDE TO I IS ACCEPTABLE 13 Sa v w w w w w m E p 4 BUSHING WASHER g >� �r7 ITYP.I z r•`'r `�• } a �uh�4b IFE• 3 c p N T, c v wwww c ¢ og 1/4"MAX.FROM PIN GUIDE k TYP. BOTTOM �� 1/2" TO BUSHING WASHER TYP. �r�'oo F EXISING STRUCTURE MACHINE BOLT W/NU L ' w 1/ NUT @ 2"D.C.CUT AT INTERVALS dFORM CURVE(SEE DETAIL T ) y EXISTING FINISH $ MATERIAL l CONNECTION TWE r a REFERENCE ANCHOR SCHEDULE FOR MAX. $ ' SPACING(FASTENER ' 1"xt"x1/8"&1"x2" 7/B'• (01 EACH 4"PIECE Q yea 6063-T6 ANUM.ANGLE CUT TqO �} 1"x1"x1/B"a 1'•x2""x1/B'• CURVED TRACK SECTION DETAIL 3 @ MATCH SHUTPROVIDE ER EXTRUSIONST II MATCH AND PROVIDE SUPPORT OP II FRONT AND BACK.WHERE IIIIII OF CUT SHUTTER EXTRUSIONS SCALE 3"=1'-0" lul FRONT OF EXTRUSION IS FRONT ANO BACK.WHERE / P2— CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION ISa IS NOT REQUIRED. CONTINUOUS REINFORCEMENT P1 IS NOT REQUIRED. Cl LA X19 p� 00 ka� �da APPROVED MOUNTING MB CONDITION.MIN.OF TWO PER B PIECE S�P�PDITION MIND OFITWO PER CCPYrXMFRM%LBEhxAWP.E q PIECE 15-2338 SPAC11V WITH AEMIINIMUINI OF SPACINGEWITHSA MINIMUM OF stALe; a TWO STENERS PEIi CUT TWO FASTENERS PER CUT PAGE DESCRIPTION; TIP. SECTION FOR SHUTTERS OTYP. ALTERNATE SECTION FOR SHUTTERS Pl SCALE:3"• 1'-0" P2 SCALE:3"- 1-0" ANCHOR SCHEDULE: CONCRETE 2 x s P.) 2 x s OUTSIDE ;,ya`�4 E�' •• '49p TOP FLANGE ANCHOR(S)EE SPACING 2.5"MIN EDGE DISTANCE SECTION X) 'ti Spans Up To 6'•0" Spans Up To 8'-8" Spans Up To 13'-0" O 5� /li 2 o{{� ANCHOR L s CONN TYPE CONN TYPE": CONN TYPE x G .'p Q Cl C2 p C4 CS C6 Cl C2 C3 C4' ILGt 6 Cl C2 C3 C4 CS C6 r 1/4"1TW TAPCON OR EC Sw48iD. 0"16.0"116.0"116.0"16.0"16.0'•16.0"16.0"10.5"30. i I6:0: .0'•15.5"16.0" 6.5" 6.0" 9.5" 9.0" O O O ' ULTRACON WITH 1-3/4"��.." r .0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" 8.0" 7.0' 3:0" b.0'•11.0"10.0" 5.0" 4.0" 6.0" 7.0" 'd'. TA EMBED(3192ps1 MIN CONC) 72 16.0"16.0•'10.01' 9.51' 16.0"12.5"15.5"16.0" 6.5" 6.D" 9.0" 9.0" B.O. 4.0. 5.0" 6.0" I x 5 TYP.) 1.S INSIDE 3 OR Q4 HEADER/SILL .f)•, '^ A . HOR{SEE SPACING ��110 14.5"14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.S' 6.0" 5.0'• SECTION X) q200 7.5" 6.0" 5.0" 7.5" 6.0" SA'• 7.5" G,0" 5.0" SIDE CLOSEST TO OPENING y/// y •S 1/4"MILLENIUM MILLFAST 48 16.0"16.0•'16.0"16_0'•16.0'•16.0•'16.0"I6.D"11.0"10.5"16.0'14.0•'14.5'•14.5" 6.5" 6.0" 9.D" 9,5" Y "u��•!,)°•°2 WITH 1-314'EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0" e,0" 7.0" 12.0"11.0"70.0" 9.0" 5.0'• 4.D" 5.5" 7.5•' {� a_- MIN 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. �• w U LL W u 110 13.0"13.0" 6.0" s.s" B.o" 9.a'• e.D•` 7.D" 4.0" 4.5" 6.0" 6.s" s.s" s.s^ SPACING DIAGRAM FOR Cl CONNECTION TYPE: (' a 200 6.5" 5.5" 5.5" 6.S' S.5" 5.5" 6.5" 5.5•' S.5" - Cl CONNECTION TYPE USING PIECE Q OR Q t 00 w 0 1/4"ELCO CRETEFLEX S54 48 16.0"16.0"1��21;:36.0"16.0"16.0"16.0"36.0'16.0"15.0"16.0"16.0"16.0"16.0"10.0" B.5" 12.5••14.0" Z �O� W/2°EMBED(3350ps1 MIN 62 16.0"16.0"116.0"16.0"36.0"16.0'•16.0"32.0"10.5"16.0•'16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W CONC) 72 16.0"16.0"114.5"16.0"16.0"16.0"16.0"10.0" 6.5" 12.5'14.0"12.0"10.5' 6.0" 5.0" 6.5" 9.5" /� ii 6 110 16.0"16.0" 8.0" 11.5"13.0"12.0"1D.D" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" / CINATION Nwx 5 TYP. T / 1 COMBINATION o w200 10.0" 8.0" 4.0" 5.0•' 8.0" 10.0' 8.0" 5.0" 4.0" 5.0" 8.0•' 10.0' 8.0" 5.0" 4.0" 5.0" 8.0" w'• 9 / 10 COMBINATION 1"MIN EDGE DISTANCE ¢ 1/4"ITW 7APCON OR ELCD CI C2 C3 C4 CS C6 CI 154.0" CA CS C6 Cl C2 p C4 CS C6 O ULTPACON WITH 1-3/4" 48 16.0"16.0" 7,5" 7.5" 16.0" 7.5" 16.0" 0" 4.5" 16.D" 5.5" 15.0"15.5" 9.5" EMBED(3192ps1 MIN COtJC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 12.5" 4.0" 10.5" 9.5'• 6.0•' BED(3192ps1 MIN CONC) �i 72 16.0"16.0" 4.5" 4.5" 16.0•' 5.0" 15.0" 9.5" 9.0" 7.5" 4.5" m 110 14,0"14.0" 8.5" 8.5" 4.5" 7.D" 6.0" t x S YP.) 2 S TYP, 2 200 7.0" 6.0" 7.0" 7.D" 6.0" LL t I/4'MILLENIUM MILLFASf 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0" 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. t)� S WITH 3.3/4"EMBED(3275ps1 62 16.0•'16.0'• 9.0" B.5" 16.0•'1D.s'•14.D'• s•' s.o•' 9.5" 7.5" B.o" 7.5" 4.s" s.D'• SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: yyyp MIN CONCRETE) 72 16.0•'16.0" 7.5' 7.0" 16.0•' 9.5" 11.5" .5" 4.0" 7.0" 6.5" 6.5•' S.5" 4.5•' - C3 CONNECTION TYPE USING PIECE O WITH OUTSIDE F-a C1 c 110 10.5"10.5" 4.5" 4.0" 6.0" 6.0" 6.5" . 4.0" 5.5" 4.5'• ANCHORS ONLY 0)rn a'^ - C4 CONNECTION TYPE USING PIECE®OR ® WITH M a O n 200 5.5" 4.5" 5.5" 4,5" 5.5•' 4.5" OUTSIDE ANCHORS ONLY O� � 1-1/4"MIN EDGE DISTANCE j Z 0 le z ANC1/4'ALL•W/7/8"SOLID-SET < u ANCHOR W/7/8"EMBED& Cl C2 p C4 CS C6 Cl C2 p C4 CS C6 Cl C2 C3 C4 CS 06 ANCHOR NOTES: T� 1/4-20 SS 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.S' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING (3000ps1 MIN CONC) 62 36.0 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" E r ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 72 12.01,116.0-1S.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" 6.0" 5.5" 3.0" 3.0•' LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1). 3 •� 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5,0" 3.0" 3,D" 5.0" 4.0" B 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 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN R A a UAL R NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER Lri. ANCHOR W/7/B°EMOED& Cl C2 C3 C4 CS C6 Cl C2rC3C4 C5 C6 CS C2 C3 C4 CS CfiTHAN OR EQUAL TO SHUTTER SPAN. 1/4.20 SS MACHINE SCREW 48 16.D"16.0"16.0 16.0 16.0"16,0"16.D"16.0 16.0"16.0"16.0"16.0" 8.5" 7.5 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, 52(3000ps1 MIN CONC) 62 16.0"16.0•'16.0"15.1"16.0"16.0"16,0"16.0 15.0"33.5"12.5"11.5" 6.0" 5.5" 7.0" 9.0"72 16.0"16.0"13.0"12.D"36.0"16.0"16.0"16.0 11.0"12.0"ID.S" 9.0" 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 110 16.0"16.0" 8.0" 7,0" 10.0"11.0"10.5" 9.0 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 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" B.5" 7.0" 4,5" 6.5 B.5" 7.0" 4.0" 3.5" 4.5" 6.S' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF N1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE.W/1/4-20 SS BOLT AND Cl I C2 C3 1 C4 CS I C6 Cl I C2 I C3 I C4 I CS I C6 Cl I C2 I C3 C4 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE n 1"EMBED(3000psJ MIN 48 16.0'16.0"16.0"16.0"16.0"16.0'116.0"116.0..10.0" 9.5" 16.0"13.D 12.0"12.5" 6.0" 5.5 7.5 9.0" ONLY. R i•5 CoNC) 62 16.0"iG.0"12.0" IN 11.0"]6.0"14.5 15.0" 10.5•' B.5" 8.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED •Q- 72 16.0"16.0" 9.5 9.0 16.0 12.5 32,0 12.5 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q r1 6a 110 11.0"11.0" 5.5" S.0" 6.5" 8.5 7.0 6.0 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 5.5" S.0" 5.5" 5.0" 5.5" S.0" FINISHES. 1/4"POWERS 55 DROP-[N 3-1/2"MIN EDGE DISTANCE 7• WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDRIDNS o •P P` m W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 p C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE V1O0D FRAMING g� 1•EMBED(3000ps1 MIN 48 16.0"16.0•'16.0 Ifi.0"16.0 16.0 16.0 16.0"13.0"10.0"16.0 14.0 13.0"13.0 6.5' S.5" 8.0 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR a€ q CONC) 62 16_0"16.0"13.0"12.0"t6.0" 16.0" 11.0" 9.0" 8.0" SIDE CLOSURE PIECES. y„ d J 72 16.0 16.0 10.51• 9.5" 16.0"13.5 17.0 13.0" 6.5 5.5 8.0 9.5 7.5 6.5 6.5 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a ee SHALL BE LOCATED IN CENTER OF NOMINAL 2'X 40(MIN.)WOOD STUD.3/4' F 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, LAG SCREWS SHALL s S 200 6.0-15.0", 5.5 6.0" S.D.. S.5" 6.0" 5.0" HAVE PHILLIPS PAN HEAD OR HEX HEAD. i rd R $(• 2"MIN EDGE DISTANCE a a� . " 012 SMS W/2'EYEWALL Cl C2 C3 C4 CS Cfi Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT,OR WAFERREADS IN COPA4GIOFPA`a(LSORARDOP.L ARMOR INSERT W/2°EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 48 16.0"16.0"13.0"13_0"16.0"13.5"16.0"16.0 8.0•' 7.5" 16.0 9.5 14.5 15.0 5.0 4.5 9.0 6.5 HEAD(SIDEWALK BOLT),u.o.N. 15-2338 (2000ps1 MIN CONC) 62 16.0 16.0" 9.5 9.0" 16.0"10.5"16.0"16.0 6.0" 5.5" 12.5" 7.5 10.5" 9.5'• 3.5" 3.5" 5.5" 5.0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, scA1Ei 72 16.0"16.0" B.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" BS" 7.5" 3.0" 4,5" 4.5 PAGE DESCRIPTION: B 110 13.5"13.5" 4.5' 4.0" 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, _ 3.5' 70" 5.5" 3.5" 3.5" 7.0" 5.5" 3,5" 3.5`• NUT OR WASHER WINGNUT. 012 SMS W/2,75"EYEWALL 48 16.0"16.0"16.0"16.0"16.0"lG.O'•16.0"16.0•'11.5'•11.0'16.0"14.0"16.0"16.0" 7.0" 6,5 11.5" 9.5 30. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. m ARMOR INSERTW/2.5" 62 16.0"16.0"13.5"13.D"16.0"15.5"16.0"16.0•' 8.5" 8.0" 16.0"11.0•'13.5"12,0" 5.5" 4.5" 7.5" 7.5" 9� EMBED(2000ps1 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" G.0" 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO O 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5•' 4.0" S.S. 6.0" 9.0" 7,5" 7.5" 3.0" 4.5'• S.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL n CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3.0" 4.5•' 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 73" 3.5" 3.0" 4.5" 5.0' 7 a CONN TYPE S-MN CONN TYPE CONN TPE wmx ■m©gym©�QIO©0©mm©00000000©mm�m0m000m0©m 14- TAPCON WITH m%////////////��®� /%//////.%///%%/////,%/////.%///%i%///%%//%���©���®%//%'/////® %////.1/////%/////.%/// ofm "%//%ice///%////.%////%//// //%/%///% Or IN //// ///%%//%i%/////%////i'///%%%�%%/%/%/////.�% ////� /j mm�mmmmm%/////.%///%i%///%%///i%/////:%///%i%///%%////.Imm9w9mmI®M/// %////%j%%///%///%%////%/////:%///% 0m®%////%a///im9 mm%///////////%/////.%////,'%//%%////%///%%////mm%////%wallaaImKmV////�%////'�//.%//%///%%////�///� 0f�6�m[�LI�EE31F�f% " �1@DOmm���mE��mm%////.%�//,%///// mIm ANCHOR W/1-1/4"EMBED mar/01YON/Hum mm%////%/////.u2Fa®%O////'%////%///% gm? %/ mI%////%///%%////S101/%///%///////,% 11111111 AA 9a, OF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=0.55) "%90 ' � Tx 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE Spans Up To 6'-0" Soans Up To B'-B" Spens Up To 13'-0" w=.-xdx E rj Spans Up To 6'•0" Spans Up 7o 8'-8" Spans Up To 13'•0" ej LOAD CONN TYPE CONN TYPE CONN TYPE U W d LARD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR ��'� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 p r ANCHOR �P�0 Cl C2 C3 C4 CS Ci C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5"]S.5"16.0'•16.0"16.0" 7.5" 7.0" 16.0"116.0"116.0" 4.5" 4.5" L5.0" 7 ID Iz0"8 1/4'POWERS TAPPER+ 15.5"10.5"10.5" 4.O" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0" 3,5" 3.5" 9.5" ` P± 1-1/4'EMBED 62 12.0"12.0" 4.5" 4.5" 32.0" 7.5" 8.0" 5.0" 4,S• 4.0" 72 16.0"16.0" 7.0" 7.O" 16.0"16.0"36.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0`• 7.S' W 3 W n 3 72 10.5"10.5" 4.D" 9,0" 6.0'• 6.0" 110 16.0"16.0" 4.5" 4.0" 13.5"L4,0"12.0" 3.0" 2.5" 7.5" 11.5" 9.S' 2,5" 2.0" 6.0" N K a 3 J 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" 6.0" 11.5" 9.5" 2,5" 2.0" 6.0" O W s3 0 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" 7.5" 3.5" 3.0" 4.5" p 'S@ s 1112 SMS W/2"EYEWALI 48 16,0"16.0" 8.5" 8.5" S6,D"13.0"13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 1.13'MIN EMBED 8 3/4.20 62 14.5'14.5" 6.5" 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 m ARMO0.INSERT W/I.1/4' 62 14.5"14.5" 6.0" 6,0" 14.5" 9.5" 10.0" A,0" 3.5" 6.0" 5.0" 4.5" 3.0" �j SS MACHINE SCREW 72 12.5"12,5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0'. 4.5" 4.5" 3.5" 2.0" 2.0" XXX a EMBED n p 72 12.5"12.5" 5.0" 4.5" 11,0" 7.5" 7.5" 3.D" 3.0" 4,S' 4.5" 3.5" p �� 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.D" 3.5" 2.0" 2.0" 3.5" 3.0" M = nq-'�+h�'.�•� 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" g 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 200 3.5" 3.0•' 3.5" 3.0" 3.5" 3.0" 3 1114 S14S 1114 WOOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 6.0" 16.0"16.0"16.0'• 5.0" 5.0" 12.0" Ci 00.1/4"E/OWER$TAPPER+ 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5"I2.S' 4.0" 3.5" 7,5" m ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATIO THREADMIN 72 16.0"16.0" B.0' 7.5" 16.0'16.0"16.0" 5.0" 5.0" 12.0"110" 1.5" 3.5" 3.0" 6.0" 110 16.0"116.0"1 5.0"14.V 10.5"11.0"ilia iia 9.0" 7.5" 2.5" 2.S' 4.5" 4"MIN EDGE DISTANCE 200 90'175'12.5"12.5" 4.5" 9.0" 7.5" 2,5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" K Spans Up To 6'-0" Spans Up To 8'-8" Soans Up To 13'-0" ! �j f' O p LOAD CONN TYPE CONN TYPE CONN TYPE ; '. ��i j s <n'^i z ANCHOR lbt) 1 C3 C4 CS Cl I C2 I C3 C4 I CS CS I C2 C3 1 04 1 CS ANCHOR SCHEDULE: WOOD (G=0.42) 5/16'ITW TAPCON XL W/ 48 16.0"116.0"116.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0"16.0"116.0"10.5"19.5" 15.5" ICA QLL 2-1/4'MIN.EMBED 52 16,0"116.0"116.0"16.0"16.0"16.0"16.0"112.5"11.5"16.0"16.0"16.0" 8.0" 7.0" ID.O" 3/4"MIN EDGE DISTANCE V 19 6 72 16.0"16.0"I6.0"15.5'16.0"16.0"16.0"10.5" 9.5" 15.5'19.5"12.5" 6.5" 5.5" 8.0" rj Spans Up 70 6'-0" Spans Uo To e'-e" Splens Up 70 13'-0" to F t�YS 110 16.0"16.0"10.6" 9.0•' 14.0"14.5'12.5" 6.5" 5.5" 7.5" 12.0"10.D" 5.5' 4,5" 6.0" SAD CONN TYPE CONN TYPE CONN TYPE $ D x 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" s ANCHOR (ps0 Cl C2 C3 Gi C5 C1 C2 C3 C4 CS tl C2 C3 C4 CS 5/16-ELCO ULTRACON SY 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" E / / 1/4'LAG SCREW W1T111-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16,0"16.0" 6.0" S.5" 16.0"16.0"16.0" 3.5" 3.5' 10.0" o g Wmw 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5" 5.5" 5.0" 8.0" 6,5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0"16.5" 6.5" 16.0"16.0"116.0"14.5" 4.0" 13.5"11.5"10.5" 2.5" 5 a 72 16.0"16.0" 7.5" 7.0•' 14.0" 9.5" 9.5" 60" 5.5" n 72 16.0"16.0" 5.511 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" = 110 8.S• 8.5" 50" 5.5" ? 110 15.0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" b s � 200 n 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" o 2"MIN EDGE DISTANCE 1114 SHS lf14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.S' 7.0" Cl C2 =- 05S CI C2 C3 C4 CS CI C2 C3 C4 CS p OITH 1_3OWERS TAPPER+ 62 16.0•'16.0" 7.0" 6.5" 16.0"140"15.0" 4.S' 4.0" 9.5•' 8.0" 7.0" 2.5" 2.5' 4.51112 SMS W/2"EYEWALL 48 16.0"16.0" 0"16.0"16.0" 6.5" 6.5" 16.0"12.5"12.5" 4.0" 3.5" 7.5'• oWITH1-3lA"MIN THREAD3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16,0"11.0"31.5" 3.5" 3.S' 7.0" 6.5•' S.5" 2.0" 2.0" 3ARMORINSERTW/2"EMBED 62 16.0"16.0" .0"15.5"16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3,0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5,0" 4.5" 2.0" 2.572 16.0"16.0" .0"12.5"12.5" 4.0" 3.S' 7.5" 7.0" 6.S' 4.0" 200 5.0" 4.5'• 2.0" 2.5" 50" 4.5" 2.0" 2 " S0" 5" 2.0"110 115115" 0" 7.0" 6.0" 3.5" 6.0" 5.0" 7.0" ry"200 6.0" 5.0" 0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" ' s Ile .1"' R ANCHOR NOTES:SEE SHEET COPfRDHT FPWN L eFANMpO PF. 10 FOR ANCHOR NOTES. 15-2338 SCALE: PAGE DESCRIPTIONt 1111111111 i, rrROUND WINDOW •. .°�O ASSEMBLY �- Y Z EDGE OF ACCORDION 12'MIN FROM °• 4,� SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM I SHUTTER BLADES 2*•, 0.125 s LAST OF -{0.125• �"�• °0.032" 0.032'-{h 0.196 O' .. A 45° I g0 >ULLw `a I 2.875'0 HOLE TO RECEIVE ROUND TYPICAL L m c Z o 8 1` WINDOW ASSEMBLY 7 N O w F g i L 3 W 02.875° 4?0.188, 2.875°0 HOLE(TO RECEIVEASS N 3 03.250° ROUND WINDOW EMBLY) MAXIMUM OF WINDOWS O ti LIGHT-N-VIEW WINDOW PER EVERY OTHER BI ADE A N.T.S. SABIC PLASTICS SLXJL431T-UL-94HB z 2 LIGHT-N-VIEW WINDOW a .. F g ROUND WINDOW ASSEMBLY 1,13 N.T.S. EXTERIOR ELEV M e y ` W�6 I I � _ I GE MIN FROM f °' i EDGE OF SHlJ1TER, EDGE OF ACCORDION i TqP OR BOTTOM SHUTTER BLADES RECTANGULAR3;2i a WI DOW ASSEMBLY I Z3 q �' 1 BLADE W ROUND WINDOW \\J) o U EDGE OF ACCORDION 13 N.T.S. EXTERIOR IJFV 0 a a '`c O SHUTTER BLADES �-2.210"� a a ff o g �+�- 0.145• 1.210' 0 145° 0 3.5'M1N g �+ c TYPICAL 8@ dp -T P_ L p 1.500°x 6.0co' OLE(TO R a RECEIVE RECTANGULAR o WINDOW ASSEMBLY) 1.500'x 6.000'HOLE(f0 RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) �`+ .161' PER EVERY OTHER BLADE .093" .020" 3 RECTANGULAR WINDOW IN l!" Tn o Qo o -- 13 N.T.S. EXTERIOR ELEV 16118 -r- ° :JDIA. HII T —IL dq 0.500° 0.500° o (INT.) n 5 3.5'MIN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: gE TYPICAL r---1 ASSEMBLY A (EXT.) 145" 1. THE RECTANGULAR WINDOW SHOWN IN A 5113 IS MADE FROM GE XL10 LEXAN WITH I p 0.355' p 0.075°MINIMUM THICKNESS. 5 @a g 'oo �� / 2. FRAME FOR RECTANGULAR WINDOW MAY I Ia BE NYLON 6 OR POLYCARBONATE WITH A COP'OtlOMffRINKL NTNAfmOPE MINIMUM THICKNESS OF 0.161'.ATTACH Lr= I TO BLADE WITH I I 1.856° 0.177" .355° BOLTS WITH NUTS B4 SS SCREWS OR 15-2338 s L---J _ PAGE L A SECTION A-A PAGE DESCRIPTION: 4 BLADE W RECT. WINDOW s RECTANGULAR WINDOW m 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ^ � CILLI' ,'-Vyjl a