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HomeMy WebLinkAboutProduct Approval 1k `` This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2016 Saint Lucie County Property Appraiser.All rights reserved. Design Data and Installation Schedule ANGELA BRUNERO 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 110 39.4 TAPCONS 24 ACROSS THE WHOLE BACK PORCH 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 07/01/2015-9:22am DanielG V:\Projects\-2014-MPS1400 Wind Charts% Reference\00-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE IC I BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean _DESIGN PRESSURES PSF)=ZONE 4_- _ _ Mean ___ DESIGNPRESSURES(PSF -ZONESINSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft)- Roof 1. TABLES ARE INTENDED TO -3;Id ORST CASE'PRESSURES.'WORST CASE'IS .p. �-., Tributa Area S Ft Height lOr 15 20 25 30 �4 fight d10�,15 20 25 30 35 40 45 50 DEFINED AS THE CRI Y- NQ _ N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO - Qjs 1:I 5 ITH THESE TABLES. 3119; -31.1 -30.6 -30.2 -29.8 -2 5; :3r ca � 39.4 '-`37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0 L t ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 0-15 h +29 4:; tZ8.6 +28.1 +27.7 +27.3 + d0 �g +29.4 28.6 +28.1 +27.7 +Z7.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F L APPLICABLE REDUCTIONS FOR ROOF SLOPES - LESS THAN 100 SHAL INEER AS A SITE SPECIFIC CONDITION. 16 It -32.4 -31.6 -31.0 -30.6 -30,2 -2 2 16 ft -39.9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE Bll OF HEIGHT.IF THE MEAN ROOF HEIGHT +29.8 +29.0 +28.5 +28.1 +27.7 + F .+` ] +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE 5ALWAYS ROUND IDENTIF -x T.LE VALUE OR CONSERVATIVE ASSUMPTION. . tt' - -32.8 -32.0 -31.4 -31.0 -30.6 -30. OT�i,3 .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 •35.0 -34.5 -34.1 6.CALCULATE THE TRI EDP NING IN QUESTION(HEIGHT'WIDTH)OR 17 It +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 - 17(t +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 WIDH 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 ONLY-THIS INCLUDES AREAS18 ft ETWEEN STRUCTUL MULLS. IF THE IBUTARY +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 AREAINGS OF AN OPENING CANNOT BE IDENTIFIED,T E MOST RIT CAL(0 SQUARE FE T)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 It +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 20 ft •33.9 -33.1 -32.5 -32.1 -31.7 -31A -31.1 -30.9 -30.6 20 ft "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 +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 +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.Ti, -36.1 -35.7 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21(t +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 f[ +31.6 +30.8 +30.2 + $ +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A - FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -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 9� •'- Qh•Q� .5 -36.0 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 ft +31.9 +31.1 +30.5 + ;Q _ __ 0_4 8.8 +28.6 GENERAL NOTES: 23 ft -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 23 ft "43.1 -41.4 -40.2 - - 3 .8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE TRESS DESIGN +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 +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 16* -36.7 CRITERIA AS OUTLINED HEREIN. 24 It IND SPEED AND +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 EXPOSURE SPECIFIED.2.DESIGN IS BASED ON THE 3 SECOND GUST HESE TABLES NOT FOR(WIND USE WITHOES ESSENTIAL FACITHE LITIES S 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 FLATTERRAIN 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(t +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 WITH AN ENCLOSED STRUCTURE ONLYOT VALID FOR HILLY TERRAIN. .VERIFY AL SUSE OF KdSURE F(DIRECTIFICIENT ONALTIY/FACTOR)WITH FOR E -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 +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 -39.8 -39.2 -38.6 -38.1 -37.6 VALID CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. HESE 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 -32.9, -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTE N ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 +�-: a +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM -b RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 3 Pb`}° -45.3 -43.5 -42.2 •41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFER 29 ft 29 ft S.THIS SPECIFICA 'I PER ANY PRODUCT APPROVED +33.8 +32.9 +32.3 +31.8 +31.4 + 4 _ +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 T -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE _ _ MATION AND APPLICABILTIY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + _ 1.0 Q 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T V y„• - CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ` • TEM ORDINANCES. -37.4 -36.5 -35.9 -35.4 -35.0 -3W:;,' - .9 -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 It +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 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 35 ft -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 35 ft -47'1 -45.2 -43.9 -42.9 -42.1 •41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=30%a OF LEAST HORIZONTAL DIMENSION OR 40%OF 4NTAH2'IG 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 LEHEIGHT 40(t +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 h +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL,IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 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 AVE 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 OOFSoft "41.1 -40.1 -39.4- -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 50 ft -50.8 -48.8 •47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 IGHT+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 02.0 -40.9 -40.2 -39.7 -39.2 -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 4+377 +369 +364 +35.9 +35.5 +35.2 +34.9 +34.6' 55 ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 rIJr' `�-41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 ELEV Tf N+38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES IS ETR C O o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING O -U� D O p INIT ISSUE GSS TSB 03/05/12mz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09!12 r201[�l EXPRESS z o REV 2014FBC DGM TSB 06/10/15 ` / a, - - - C00.P00.ATE OFFICE: Z 'O Z m z U3 ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 `-' O�•� °z 11 P DESIGN LOADS FOR COMPONENTS&CLADDING ° -�---- z DEERFIELD BEACH, FL 33442 a v D MASTER PLAN SHEET m m IV po THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 �] v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 m L-� O o O N WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / - J.0 o m d ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E;HELLO@ENGINEER[NGEXPRESS.COM p Z o PERMITTED AND INvnuonreOUR cERnFlDnnoN. ENGIN EERINGEXPRESS.COM 1/29/2016 Florida Building Code Online eC Horida f; f lTr 1 SCIS Home ; Log In ; User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff i BCIS Site Map k Links Search Busines ` t Regulation e` Profession,I m; E �USER: Approval �' USER:Publlc User RP!!1!!!rf y1l�7�111�9f!!!� Product Approval Menu>Product or Aonlication Search>Application List>Application Detail m FL# FL13757-R5 a. 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 t�� Subcategory o dion / Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iei Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12%31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.Ddf FL13757 R5 COI Indep 3.odf FL13757 R5 COI Inder).Pdf 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eouiv Eouiv 2.odf FL13757 R5 Equiv Equiv 3.pdf FL13757 R5 Eouiv Eouiv.odf http:/Ammt r.floridabuilding.org/pr/pr_app_o.aspx?paranr-wGEVXQvvtDq vg k7yH M uo\bmRcEi VvvSM E9RsQO[ObF`/`2f%2f T ZrD Fh7dHzvvQ`/o3d`/o3d 1/2 1/29/2016 Florida Building Code Online 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 ummary of Products FL#, Model Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System `Limits�of Use Installation Instructions I Approved for use in HVHZ:Yes FL13757 RS II Dwo.Ddf I Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports j Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.odf j combinations and additional limitations of use. Created by Independent Third Party: Yes i —� w 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limis f se 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 Eval 2.Ddf I combinations and additional limitations of use. Created by Independent Third Party: Yes i13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"for use j with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions j Approved for use in HVHZ: No FL13757 R5 II Dwg 3-pd I 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 i Other:See product drawing for additional information, FL13757 R5 AE Eval 3.1)df i i anchorage,etc. Created by Independent Third Party: Yes Oactt Nrxt. Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(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: ,] ® aCFec- ..^: sccuritvxcrtms http://vwvw.floridabuilding.org/pr/pr_app cid.aspx?pararrr–wGEVXQvvtDq%gk7yHMuoxbmRcEiVw,SME9RsQOIObF%2f%2fniZrDFh7dHzwQ%3d°/aid 2/2 . ................ 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE I TABLE TABLE 4 ALLOWABLE SPAN SCHEDULE MINILI�LM §gPAR_A_TlON FROM GLASS TABLE Lo A— IU -iNTffERvHz L WA L SPAN SCHEDULE LE "fl LBTA FOR USE WITH FOR USE TA,HV WE OF Z ALLOWABLE ASTM ESSEMTIAL FACILITIES ONLY SC HVHZ VH ED E HVHZ MINIM SEPARATION OULIE VIAND LOAD LOAD WITH M POSITIVE POSITIVE WIND N HVHZ T,,,,,-FROM GLASS MINIMUM SEPARATION DESIGN POSITIVE FROM GLASS NTH NEGATIVE POSITIVE D CENTEgATCE WNCI- DESIGN SHUTTER 114STALLATIONS INSTALLATIONS DESIGN VIAND UNIMATE E -WABOVE 3W ABOVE DESIGN AND PRESSURE LOAD(PSF) ALL PRESSUR IIPAN POSITIVE INSTALLATIONS INSTALLATIONS O 0 ORO CMOU"NG JPSF) GRADE GRADE VIAND NEGATIVEWIND 530'ABOVE 30'ABOVE z R@ ONDITIONS" (IN.) ON.) LOAD LOAD ALL (PSFj GRADE GRADE POSI LOAD ORC� -R3 150- 5,7" (PSF) MOUNTING ON.) ON.) <, IS 9 239 15V Map CONDITIONS- E9 �c I 6T 3.1. • 25,0 154" 15w, 156" -ov 30 z NI 'a 60.0 156" 30 or 3.1" 1.4' wl - 147' 1w 30 09" 55.0 ---is-r- 120" 3.1" La 30.0 A. -T2-5- 3.0`1 r,F 35.0 1471 1S0" 166- 60.0 ..a 5.7- 3.5' 148* --is-v -sa" 3.5* LA,cz P40.0 t3r, -145- 166" 65.0 143' ocr 3.1" C) 45.0 131- 141" 156" go- Sol 'D 5 Ea 1 70.0 137* or tv .0 0.0 129" 137- 166" go- 75.6 _133- Ica" 66.0 _70-v _3w 40 2 12V 134� HIS, 40 i2-W _30.. 00.0 12a' 12W 2.2* 60.0 12411 i3io 148" 2.r 8510 1258 132" 5.6" 2.7' __i32-_ fil" 2w 66.0 1210 120, 14r 00.0 '1211 16V 5.6. 4.3' 1'�4' 70.0 119" 126' 137- _7_ I'll, 3.5" 9560 118" Soo 3AR m" 76.0 117' 1 124' 13r IS tis' 80.0 Ils" -1 mr 3.01 131� __Loo__o Sao 3A" 128" �a iosao 112* 6D 108" 3.1" 2.01 $6.0 1,1, 30 24' mIlL z 2.6" 1 120- 125' 120, 3.11, 00.0 Ila" 121" 1.01, 2.5' 107" 132l 'a 30' _Ts�_o 110" 1 117, lie" _57- 3.6w 120b 105" 1�7' isa. 5.8" IWO 708, 1 116, ilfl" 60, 30 1.2* 126.0 lor AS, 3.1. 10S.0 107' 1 112" 112' DO' 3.0" 1 130.0 1011, - =21 116.0 6D -To-r _3w 09- 3.V om: liv 110' - or -TrV---3.1- 2.r IWO 60 107. tO7' 13t. 5.71 3.'_ 2". 120.0 104" 1 iov iow- 140.0 w i2o" 3.1" 2.7- 6T t2' 145.0 or 140' 5.61 Sw f pas so 103" 1.6" 1500 -89r 60, 3.11p 130.0 101, 70 99" 20 155.0 88" 131.0 99, 126- 5.7" 1 2's. a,-; Ji� 1�5- - 70 09* 11.1 1.9, T400 5 _0 60" 1.2 165.() el" LD 1450 92' 00 04 3.0 170.q 7r 137' rl a" 4.51 160.0 1. 99" 300" 2.3' 175.0 76" r 11.2' 1. 3.6. 3-5" 180l0 74' 1. 3. S0 183" so, 3.0' 1.3' 185.0o 00 or 11" 2.2' 6 IK0 5all 110 84* 3.W -Ir 190.0 y2l"; 120, &7' Fos - _0 170.D 78* 99- 30- 2.5'i7s * 121" 3.7* --_0 767 Via3�31 3.3* 200,0 W. - . 1. - - 60 3.1 I.r 160.0 60, 3.01 04' 3.1" Ix 165.0 72v 120 84" 3.0" 1.91, FOR BUILDOUT MOUNT MAXIMUM 110 70w SPANS AND PRESSURES,SEE oo* 3.11 1 105' 31- 1 31' ih --w- TABLE C ON SHEET 6/13 - 110 3.31 3 95 jill 211,. I'll BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, 1.2' S§ TABLE C ON SHEET 6113 R E 120 4' 3J, .81 A 1_991 1 $A" I lor 3.11 30 TABLE I AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN all MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. I v SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2, DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 31 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN fififi 9"! 3. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: I IT IS IPIERMISSIBLE TO MOUNT To A WOOD OR CONCRETE 3. NO SEPARATION FROM GLASS IS REQUIRED FOR BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR INSTALLATIONS IN WIND ZONES L THROUGH 4 OUTSIDE OF OOPrrflcOrFRvaci.9LdluvgPE THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338 AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE:IT HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE b66CA1PTIONi PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT WITH THE BACK OF THE SLAT FACING OUTWARD. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL HURRICANE PROTECTION THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED. i GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT ZQ CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE � Q w D o INTERNATIONAL BUILDING CODE(IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM $m$m F MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W w 3 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3 w a DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURETDP TRACK REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA 0 wBUI DING CODE SHALL BE LESS THAN OR EAL TO THE POSITIVE =? CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMB Y AS SHOWN OR NEGATIVE DESIGN PRESSURE „p Z Q 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 DIVVIDED BY A 1,5 ,e SAFETY FACTOR. -+ S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ro ZONES,IN ACCORDANCE WITH ASTM E1996-09.T IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z W PLAN m 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 0-ca VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ti F w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE �I DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w f m WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F.O SHALL BE USED. �'r, i a•a M B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 7 s SITE. =W z m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N J ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢c `d s S PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld .E 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR c 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK LQ, F DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 c TAS 201,202&203 0 � $ FLORIDA BUILDING CODE APPROVED - s y5 TYPICAL ACCORDION 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 u 2 2 4 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION I I l it MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"p 5052 D x ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. y 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". IN - 1g�� 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 66 i 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. s d 3 S 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE OWMGHTFRMLEM9DORE ABOVE-NOTED BUILDING CODE 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALES - 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 MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADESTRUCTURE.U S OF SLACK 23. SHUTTER a N,q' 2,874" PROJECTION VARIES 3,610' 1.994" 9Q�� 715" 4,874'MAX. ,068 .068" 2.782" 1907 •• 25" 1908' 1.025" g 125" 1.825" 1.025" 1,706' ,z .997 1.8 o ai r .I iu o .143" 7.708" .143" ,100' 1.708' cmu _ N .1000 1.7 8" 100" u: .100" 1.7 8" ,100" P .068" f'�143' [99, .195" .195' N 96" a .143"j•f' .195" I I .143' .195" .143' TA V4m .} jn o0 N �r„ N O. N zo N.y 6Z' O �.. . 62' %1.250" D1 .095" 62 a 6 2 630' 200' 1,069' qty y, .062' 62" .200" ,062 '^ 61 30'�, 200 111\ a .200" r i`- n 1,510' 062" 630' 1.510' x .09 .095' 00 608 6 1-69' 1.25022'•971" X588' 2,728' fl1 Q o L1 .971" ,030' 2,748' m§w1.2 0" 1. 0" .095" N. 5.745"M X. 5.74 3.610" 3: LITE 2-LEG WALL 3� 3 Oj Lu WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL ow x j SCALE:HALF SIZ SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE o WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS < 2.655' " 1.825' M 2.655" .875' 2.195' 1230' 1.025" 2.195" .510' 1.583" 2.655' 2,365' m .600 88 .510" 'm gl •510' .460' ,085' 3 O1 N 7, -q'-'0(t0 F ` 1 0 .400" `� ^ " W m F F 0' I I �i II .895' ll, �13;2 r 0 105 s 0 ai N I .621' I`, ai m FTP :n F cmil rmi_ -fC,060'in 1 ry 1 n zc<E4 TY TYP. 1.230" 1069' ,105' g .875" 3.635" n �E 2.3001, •250" 4.510" .► 1I 985, { 4.510' 2,195781' �_04.530' a o g Oj SILL O8 SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL12 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 R 1.994' • 4.603" 30.225--IC- .143' 143' 4.140J3'25'A6 .043„.15'20 7 3.963' " a 1,570' 510' £ .069" o 1.069 o N o d gaS 1.625" 3.410' .341' 1.721' O,OBO' v II I 13 TYP. 6.8 SLAT/BLADE t7 6.8 STARTER 133' 682 630' 096' 0,080' 0.117' #060' eg SCALE:HALF SIZE SCALE.HALF SIZE u' c �� m Ea .130' 2. •0 2' N 2.822' F O00Q OILS' rk m ni I .621' 9E 4.510" m• 16 RADIUS CEILING HEADER/SILL N 0.180 11 18 WALL SILL B R y ,310' 4 m oN' ,080' SCALE.HALF SIZE s 4.102" 630' N 811 0.080' m COPYRIGHI FRML BENUJa RE 227 oeo•a 15-2338 1�F suLE: - 6° .420' PAGE DESCRIPTION: 15 CEILING R/SILL 6.8 STACK/CONECTOR SLAT/BLADE 14SCALE,HALF SDE Og®WALL SILL CLIP rl 3 °i SCALE:HALF SIZE SCALE:HALF SIZE .3750 1.950" E G1L N'�IpO//i .x.125' 2.018' iu 1)10-24 THUMB .. STAINLESS STEEL G10, o SCREW Z ASSEMBLY o a`,``, •���• /2�,' £ .I ={I f o o .320m HOLE w - a " .utt 0 N w m 'I1p�'�II1 w .050" WHEEL NYLON 'Lr a Oa. �. TA ", y RI V .062' WHEEL 1 5' MAX. L ' TYP.AT EVERY OTHER750 kII� f RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. .8T0 / 0 111 ' 2p o. " w=••X' : SCALE:HALF SIZE AND ®ONLY CYLINDER-SOCIO BRASS,NICKEL PLATED �u 5 w tg ANGLE 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED aw - '• SCALE:HALF SIZE21 SLIDE ROD SCALE.HALF SIZE NOTE:HAY BE KEY OPERATED OUTSIDE OR THUMB r m e w`o SCALE:HALF SIZE TURN OPERATED INSIDE. Z ru O E a 250' W w j { 23 BRASS PUSH LOCK 3 w" U SCALE.HALF SIZE N w J NYLON WASHER OR ALUMINUM .357' (NYLON BUSHING J27 �Sp S' 4.000' - a OPTIONALI ,500' 14 x 2-3/4"410 HT S.S.NSEmSCREW W/ nc3 m INTOIN RTS TC ULTRACOTE COATING TRACK1511(TYP TOP&BOTTOM) 2,250'YLON BUSHING W/WASHER: .137' '1 5' N �I 7/16"O.x 1/2"@ INTERIOR JOINT TOP n1 .224' K 7/16"O x 1" INTERIOR JOINT BOTTOM moll CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' ?c SCALE:HALF SIZE I o9 24 BUSHING ASSEMBLY DETAIL 27 RAINGUARD 2g DECORATIVE FLOOR TRACK SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE z9` w e 1S61J 978' 2.125' m Sao 2.642" E: .623' .286' 2.702" Q_ w 1.110' .267' 2.465" 2.405" � o� • 5 .443' ,443 ^ .090' •�0, o c� m 2.289" 2.216" 1.084' ,l-6' M n 1.200" o O m o c o ro a 1.100" 1.100" N N o �,� L N oP O s .190" .250" N d s. F" in i L060' ,239' ng N .F.,o� Ai N "' 250' .12$' Pi N F`Ono, �rlt 3.443' .496' 1,758'3.476' .125",,'• .125" ,190' '125" -.160' 1001' ,062' iu ,222'k4 .062' .176' o S- '@ MALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE - 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 32 33 34 @ B aS A SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE 5 5 e .062' °a 7/16EL0 STAINLESS STE � NUT NOTE:ATTACHMENT SCREWS FOR ' .a 5.500' x 13/16' WIDE ",400' F: END STRIPS SHALL BE K10 TORX HEAD STYLE VARIES x: OR PHILLIPS DRIVE SCREWS, 5 A ;? 30 3B THUMB SCREW wpb HAND-TIGHTENED ONLY. , �c CD � s SCALE:FULL SIZE ,250' w ga@@ ' 11/4-20x1 OR 5/18-18x1 s N N M CHINE SCREW STAINLESS {: 1 t` N STEEL 0OPYWHIFRAHKL8L%XNWP.E M .,188' 5/16"0 INTERNAL cq ~ TYP. 37 T-SCREW INSERT N 1,050' a 15-2338 y 4.500' r-;.689' POWDER COATED,ZINC DIE-CAST SCALE.FULL SIZE .~N-. SCALE: - PAGE DESCRIPTION: � 11 ELJaQ�E 2022 SECTION A 36 T-LOCK ADAPTER ° o ,254• 400 40b 40c ND 5 YSTEMS I 7000' L of k (OPTIONAL) t + ci "' END STRIP 1" �� m 35 BOX LOCK SCALE.HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE:HALF SIZE ,rr.125' A L SCALE:HALF SIZE o� SCALE. HALF SIZE �r a 1R 6 fA1/n1,P.E. N A FASTENER @ 1B"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS ``e (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). DIST. a S •• I° / .. ~ s�g L (INTERIOR) EMBED SILL *: No. � a ALT.DIR LE T EMBED. 17 g OF ANGL LEG II II g 9 _ x (INTERIOR) M 0.062"THICK 6063-T6 �, LIM.ANGLE 1"x 1"MIN. /h Li d EPG 04 O 2"x 5"MAX.(ANGLE LEG 33 4 293 296 / Z.i(3LL Rat DIST. AY BE REVERSED) I1OO'QQ Uull 3B 9 ASTENER @ 18"O.C.)USE ANY 13 15 Q W l9 a ANCHOR SHOWN IN ANCHOR 21 B 13 23 293 296 V A m ItZi 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). E^u All 29 13 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) 6.80"(TYP.) OR S.S.SMS,3/16"0 ALUM. INTO CENTERMATES 1/3 3 } 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 7/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE K EXTERIOR SHALL BE 3/8" o w (EXTERIOR) THREADED HOLE.LOCATED @ MACHINE BOLT&NUT MAX WIDTH UP ,D Pae 1/3 SPAN TO 2/3 SPAN FROM @ 1B"O.C. TO 1"HEIGHT. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY ` SCALE,3"=V-0" S W-3".USE TWO THUMBSCREWS SCALE.3"=1'-0" m ON BLADES>W-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR •' AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES v^i USE 11)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM n OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 DETAILS SCREWI 0 THREADED MAY BE SUBSTITUTED.WHEN USE WITH Y INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEE END STRIP SCHEDULE w' � TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" + � FOR HA%.SPAN WHEN BOTTOM OF SHUTTER. z+ m RECEIVING HOLE SHALL BE3D 13 "JS USING COa,GOb OR LOE Np_ a^T 3/8"MAX WIDTH,UP T + �'a m 1"HEIGHT. 30g 92 g 1 END STRIP SCHEDULE W-W 3 PSF SPAN 40 USE APPROPRIATE Zm s Z u7 - - _ 1°BID(2.77 72 108° STARTER STRIP TO E a 82 94" 40 PROMOE CLOSURE FOR `)E 13 112 80" 4U BUILDING CONDITIONS. O m 1 75" E g g 23 2"B!0(3.7") 62 95" FASTEN STARTER o 0 72 8B" STRIP TO TRACK W/ d (INSIDE) 63" 2/#10x1"SCREWS 3"810(4.7) 62 1" AT CORNER R I (HAND-TIGHTEN ONLY). 3. 82 79" ALTERNATE END STRIP DETAIL 13L1VY' pUI:LANY TRACK r z 1.6'X3° 45 93' SCALE,3"=1'-0" x0.093" 52 " W/SCREW BOSSES, ANGLE 5 B3° 80 -fl- 04 75" E1'I SILL 70 75" ' O L J 3" (n I O 1 2913" 45 139" n , V) x0.125' 6 9° EXISTING GLASS7 123 pptltl 13 ANGLE 60 120" 1 �+ ( PUS Q X98 @6 I USE{(`1)gBRA55 PUSH v 30 70 111" a=te OR 0 5//p1F66-18 THUMBLOCK (INSIDE) 8 THUMB SPIF�EW1fN1'O(3� V. 30 13 2'x4" 45 145' t �� ITN ERT 137JOAT iR%3 SPAN SILL/7 73 XX AT 1/3 SPAN TO 2/3� x0.125° 57 128" ^I LL BOTTOM:01 SHUTTER .l da hA I SPAN FROM BOTTOM OF (OUTSIDE) FwGLE ED z" �a @ SHUTTER.RECEIVING MOLE SHALL BE 3/8" _ g AX WIDTH,UP TO 1" 23 70 114 HEIGHT. 4° ae ppQ FORGREATERSPANSORLOADS S 30 01Q � THAN SHOWN IN END STRIP R OTYPICAL OUTSIDE CORNER CLOSURE -—- -—- SCHEDULE,END STRIPS REQUIRE CCi1'X1',090°CLIP ANGLE NIOSPAN 13 3D OOPDUGNIFIM7ILBEHARDORE DETAILS WO/CORNER POST USINGANYANCHORONTNE 13 23 NTS t3 ANC HORSCHEDULENAI4XJ/4'TEK 31 15 (OUTSIDE) ).5-2338 SCREW 00.U4.20 BOLT TO END SILL STRIP, SCALE: USE 111 BOX LOCK AT 1/3 ppOE DESCRIPTION) SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER E TYPICAL INSIDE CORNER CLOSURE 93 CC2 DETAILS WO/CORNER POST scn EIP3E- SHDUTTER ASSEMBLY 5 NTS �` �` 0.'- d 2 FASTENERS ALUM. TUBE L Bhp E. EACH ANGLE 6083_T6 ALLOY C SEE TABLE A FOR SIZE, 2 CONNECTION TYPE REFERENCE ANCHOR XISTING MAX.SCHEDULE FOR XSTRUCTURE I"x 2"x 1/8"' -,.%... SPACIN OR 2"x 2"x 1/6" ALUM.ANGLE o C1 CONNECTION E 1/4-20 MACHINE BOLE REFERENCE ANCHOR W/NUT P 12"D.C.OP=- THREE 3/16"0 0 *14 SMS @ 6"D.C. Z ALUM. 13 SCHEDULE FOR MAX SPACINGI/ 'E OF POP RIVETS I/ ITYP.TOP L BOTTOMS LAT 0 • OR ALTERNATE THRU BOLT THREE#12 SMS, 3/16"0 ALUM,Pop Cl CONNECTION E TYP 17 RIVET OR 012 SMS ANCHOR tot" A REFERENCE CI TABLE A(co) HEDULE FOR MAX. IRS IS"C.C.(TYP.) ft SPACING 12 PRESSURE VS ALLOWABLE LENGTH 171 FOR 0 3� 0 > rx2 MAY USE MALE OR U SEE L -A kx 3' ALUM' gg, RIVET R 'V 2 lt-m C.C.C.(TY MAY USE'AL, LOCK-SLAT} _S T p T, PSF N.EIN7 FEMALE LOCK-SLAT� 4 13 M'0 Z.po FOR H z 0 z 0- H 62 13V 13 FOR NN. Z' CC !�L CAL CORNER GLASS T. 4, w 72 _IZr 1 17V 3 TYPICAL CORNER CLOSURE DETAILS OR DOOR IgAaRAIM jf7_rI X CD In a� 82 119, NTS <2 WA 114* TA w 9-1 110'_ 'j."'ERPAN 102 AL ABLE L; SCHEDULE FOR !=1 1-20 ALTERNATE THRU BOLT UILDOUT MOUNT (&"R 66R 104' TABLE B(co) (DETAIL F) ' \ C5 CONNECTION TYPE IR ii PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR ❑ 114* 2'�KrX 3`41MRS, SCHEDULE FOR MAX. sma MAX PSF WITH rl. WITH /0 HunER D !;IGN CI CONNECTION TYPE 1/4"MAX.FROM PIN SPAN PRESSURE REFERENCE ANCHOR 62 113* 166, UUIU TO BUSHING 12S IN. -/-3a.1 PSF SCHEDULE FOR MAX. r- WASHER(TYP.j rw{ � W 72 107' IS7' 1211N. .1-31.2 PSF SPACING 82 101. 141' 3181N. *33.9 pso A 92 gr 80. !IS IN. V-32.7 PSF 140/4"SMS 9"D.C. I.- 1 112 IN. /-33.6 PSF ANGLE TO TUBE CONNECTION 1U2 90' Or 110!N EXISTING 9`1 226 g3' 12r /-34.7 PSF 25" a j -- *35.2 PSF q, 109, 1 BLOCK OR CONCRETE, EMBED 2 . 07 N 6063-76�LU 105 IN. -/-3s,9 PSF 5 CONNECTION TYPE11 74` M.TUBE 94" 1031N, WOOD FRAMING/-363 PSF REFERENCE ANCHOR 13 F 1-1/,Y,T�N.F&CONCRETE 1011N. -/-373PSF SCHEDULE FOR MAX. OR ANO 3/4"MIN. SPACING FOR 991k /-38.0 PSF 951N, +/•39.6 PSF ALTERNATE BUILD OUT MOUNT SECTION ASTENER 18 21N. -140.9 PSF Cb (USE ANY ANCHOR OWN 89IN. 4-42.3 PSF SCALE,3".1'-0" S? IN ANCHOR SCHEDULE). 86 IM /-43B PSF .O 83 IM 4-45.4 PSF ACCORDION SHUTTER 781N. V-483 PSF PER 76 IN, /-495 PSI R PRODUCT APPROVAL 3o'16 RIVET OR 012 1 2..x 74 IN. -bSD�9 PSF 72 IN -/-523 PS isms(a Is"O.C. OR .090"6063-T6 701N. -/-532 PSF APPLICABLE AT P N In 4-20 NUT&SOL 17 ALUM.TUBE TYP. AND/OR BOTTOM ITYP.). 3/160 ALUM.POP 68 IN. 1455A PSF RIVET OR 012 SHE 56 In. 1*55M-F ALUM.TUBE JE 2"OR31i0 30 6053-76 ALLOY 6 ITYP.1 w ong SEE TABLE 8 x s" FOR SIZE. 2 FASTENERS g x CONTINUOUS _', EACH ANGLE ALUMINUM ANGLE 4 1- 1/2'MIN. V x 2"x.093" &FOR (@ 3, 2"X 3'x X si A 6063 TS ALUM. THREE 3/16'0 ALUM OPTIONAL ANGLE INSIDE At X, 2.17S' - PO SEE 2 w,2., CONTINUOUS OR 2"x ANGLE,TYP 0 THP RIVETS OR ORIENTATION TYP.. 17 GLASS >Z2 z(o DOOR '. <4 6061-T6 ALUMINUM REE 012 SMS TYP OR 2"x Ya,x CONTINUOUS 17 ' * L_ TO am r-gmf- ANGLE 1"x 2' OR.11 I -'C� . B-UT .LT I yp.) 'UM 'BE RIVET 'V I'T �"6 "RIN E A O.C.'C' '' SHOWN ULE" A ACCORDION 'CO RD 'ON A'H_ER OVAL INSIDE Z R 3 R IS ALLOY IS O.C.C FASTENERS MIN r A., EACH x 2' INSIDE r S _T.A... THREE OU 2 ,.L F. VE 5 .w E T'P P r FIL CONTINUOUS R 6 ALUMINUM ir ANGLE FASTENED ST MIN." I I I ALUM T.' A �N G To I.ANGLE G I THREE X 7 A OR 2" 2. 0.9"MIN.THICK 6061-T6 13 ALUM. N' ALUM.ANGX ALUM TRACK FASTENED LE ANGLE FASTENED TO FEMALE TO ANGLE WITH 1/4-2G K S ETRF 1 C, 3. USE MALE OR FEMALE EXISTING 3 KSI LOC MALE E MACHINE SCREWS AT LOCK-SLAT) C4 CONNECTION TYPE CONCRETE HOST FROM ENDS A"" RETE 13 RE WITH FOR T�'SCREWS 13 S, UL r CONS '_L/2 MIN FROM ENDS AND V O.C. COMMMMIX L f9aAfMO RE REFERENCE ANCHOR STRUCTURE WITH TOP,THE BALANCE SCHEDULE FOR MAX, W-0 ELCO ULTRACONS 2-1/2'MIN. 15-2338 S, GS , I SPACING AT 3°FROM ENDS AND EXISTING CONCRETE -ALE: - #12 x 1/2"GALVANIZED (OUTSIDE) 4"D.C.FOR BALANCE HOST STRUCTURE(3000 PAGE OESORIPTIONI �'�LU.. "rF OR S,S SMS.3/16"0 ALUM. WITH IN,-MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS EMBEDME7AND2Y," ai 'I ISEE TABLE EF:0R FOR MAX ANO PRESSURES MACHINE BOLT NUT SCALE,3" V-O" EXISTING CONCRETE, MIN EDGE 0 STANCE, p is-O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3' r--*\LNS_ID,-E _L miN.sPActNGTyP./--"\ BUILDOUT MOUNT V SCALE EA 1. 0 O?UNT SECTION SCALE.NTS 11111111111111/p C5 CONNECTION TYPE ♦♦♦♦♦♦1 .4 , ry9�'y, REFERENCE ANCHOR XISTING Z. FOR ASL SCHEDULE FOR MAX. STRUCTURE FOR ASM ESSSPACING a opo: ¢ 5"MAX. 1/4-20 MACHINE 8 T I !f n GLASS m w} GLASS CIU w C1 CONNECTION TYPE L OR DOOR w wu OR DOOR &FOR HVHZ w w -I m REFERENCE ANCHOR 19 W/NUT @ 12"D.C. SEE TABLE 4 w w ".-w O SCHEDULE FOR MAX. O 014 SMS @ 6"O.C.*k SEE TABLE 2 p<Z OR 2 13 7 m W o SPACING /2' (TYP.TOP 8 8OT Fia4�: finch' OF L I. FOR ADN. 13 y w a o S£PARA710N x L=,w 91h, I.:NISAPARATKIH Xm In i0 GL1S5 N A7_InC1/4"-20 THRU BOLT W/ TO CLASS Q it 012 x 11/2"SMS @ 12"O.C. Xz Z m wH �(4\"ULOCK NUT @ 12"O.C.OR X Az-w m OR 3/16"D ALUM,POP < << 0 6 O µF.71,♦012 x 1/2"SMS @ 12"O.C.E.S. Z A~-F RIVETS 6"O.C. OR 1/4"8 X y~ pw o �Ru.�UOR 3/16"m ALUM.POP w O ALUM.POP RIVETS @ 12"D.C. Q IC t"It ' x x RIVETS @ 6"O.C. E.S. \ x wz aOR 1/4"0 ALUM.POP RIVETS 11 AND�2 FOR { w ti m � >U w C o @ 12"D.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN p p ff1I11 a O 1/4"MAX.FROM PIN I:J4 I 1/ 1/2"TYP. GUIDE T B G w N W p ;74,[lI $m LL w°o O9 AND OO E TOB S I G WASHER(TYP.) Z ASSEMBLY WASHER(TYPO m GLASS h&FOR HVHZ H Zo w w W / 1/2" 1/2"TYP. EXISTING CONCRETE, W CONNECTION TYPE OR DOOR SEE TABLE 2 X p z m g c BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR AIR. Q O:<< (n e N s / DST. SCHEDULE FOR MAX. F v y~ 3 CONNECTION TYPE To GLASS u 'D p SPACING AS SHOWN REFERENCE ANCHOR < / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a {J / DIST. 19 SPACING AS SHOWN REFERENCE ANCHOR w IN DIAGRAM ON PG.10) SCHEDULE FOR MAX. p 1- '� YIGJ 3 CONNECTON TYPE SPACING.ALT.FASTENER p L �0 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w p O I: SCHEDULE FOR MAX. BACK ANCHORS NOT REQ'D 1/4"MAX.FROM PIN N kyl/14"MEAX. BLOCK OR WOOD FRAMISPACING.ALT.FASTENER WITH THIS LOCATION CI CONNECTION TYPE GUIDE TO BUSHINGLOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.)FROM BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTIONSCHEDULE FOR MAX.WITH THIS LOCATION SCALE:3"=1'-0" SPACINGIDE TO 5 CONNECTION TYPE NG WASHER O INSIDE MOUNT SECTION REFERENCE ANCHORSCALE+3"=1'-0' SCHEDULE FOR MAX. U)EXISTING CONCRETE, SPACINGNOTE+FOR DETAILS A,B,D AND EON THIS SHEET BLOCK OR WOOD FRAMING EMBED. oTHE BASE TRACK MAY BE 1}•1STALLED IN SECTIONS Z rSWITH 7/4"GAPS,PROVIDED THAT EACH SECTION HAS COBUILD OUT MOUNT SECTION Z A MINIMUM OF TWO SETS OF ANCHORS AND IS A O g O 9 1? �— TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE+3"=V-0" w f¢ USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING j 9 OVER THE GAPS BETWEEN SECTIONS. �,.\/.•• EXISTING 3 g m EXISTING CONCRETE, EDGE IST' STRUCTURE c BLOCK OR WOOD FRAMING 4 CONNECTION TYPE �C2'`CONNECTION TYPE W�EXTRUSION 2 a $ EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED.. 5-CONNECTION TYPE W%EXTRUSION1 •,°'� REFERENCE ANCHOR SCHEDULE FOR MAX. t -�=REFERENCE ANCHOR w R SCHEDULE FOR MAX. m SPACING CHEDULE FOR MAX. w SPACING AS SHOWN SPACINGS, IN DIAGRAM ON PG.10) 1416 1/2" 3 4 w o N GLASS w S 51^ w p OR DOOR 4 F =oa t-ui x L7 1/2" w k fOR HVHZ 13 w w o FOR k+ 5' a w 012x1/2"SMS@12" SEE TABLE iFOR LIN. Zu' Iw-wp OK o g W o 0: F" m O.C.OR 3/16"0 ALUM. TIA N w wwI- OmW 13 Fm pp F.w70� POP RIVETS @6"O.C. X. OZm GLASS OR &FCR HVHZ ==z+zi' xgegg� FGR 7 y Ln W O OR 1/VETS ALUM.PDP Q oO a -- DOOR In z_ 6 GLASS 13 xFZUW RIVETS@12"O.C, X Un FOR WN. XZpzm g OR DOOR—� FOR m0ON.� TO QAC <�oaF- oIlist .' 9 HVHZ SEE TABLE 2 X z m z m F m 1/4-20 S.S.MACHINE a 0. AND OB 1/4"MAX.FROM PIN < SCREW 8,NUT @ GLASS u m ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING „ bfi 12"O.C. TYP. WASHER(TYP.) I i- k,' >ipS w p m 1/4"MAX.FROM PIN `„4 IT % 1/4"MAX.FROM PIN m GUIDE TO BUSHING a a N w 4 CONNECTION TYPE w 0 1/2" G DE TO BUSHING 1&R YQ WASHER(TYP.! H w8 REFERENCE ANCHORIlkE i.l E WASHER ITYP.) EOG 1, .$ a 5 6, EXISTING CONCRETE, DIS SCHEDULE FOR MAX. C2 CONNECTION TYPE W/EXTRUSION 2 COPY2EXf FR4Vf LEETUT9DPE i y m SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION $1 rt BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scALE+ n OR 3"x 3"x 1/4"CONI. 4 CONNECTION TYPE 012 x 1/2"SMS @ 12'• SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING (MAY BE REVERSED BACK ANCHORS NOT REQ'D E AS SHOWN DASHED) SPACING OR 1/4"H ALUM.P WITH THIS LOCATION RIVETS @ 12"O.C. Op SCALE+3"=V-0"WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION F`:VAK/BUILD-O'T S SCALE+3"=1'-0" �SEGTION- � LTJ/ h SCZEn-3 T-0" L�1F/1y' A,P FOR ASTM ESSENTIAL �No �[1Y '9.. FFAVU IEOR E E TABLE 42 °: EXISTING GLASS OR NW.SEPARATION l0 z vI STRUCTURE ALT.LEG DIRECTION MACHINE .O•t/li -CI i OR G1A55 1300 H (2)6063-T6 ALUMINUM BOLT W/NUT _ ANGLES PER BEAM END, @ 12"O,C OR DOOR .0m r 'j S/4-0 ALLIZE EDULE PAN TUBE 014 x 3/4" ~uw o POINTS SOLID SMS 6"O.C. SPAN TUBE SCHEDULE ' "••I•nT 1Vm _ C Q z o SET ANCHORS SPAN TUBE NUMBER OF 171+' 1V 1 WITH 7/8"MIN. ALLOWABLETUBE NUMBER OF MINIMUM AN V1 N w z EMBEDMENT IN PER DESIGN SPAN THRU-BOLTS ANCHORS PER LENGTH •\4� ` )( TUBE SHUTTER ANGLE L7 CONCRETE OR ACCESS HOLE SCHEDULE q Q=K SIZE SPAN Z III- w SPACING AND P' TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM z 0 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 711 n - I w O X DISTANCE, z u 60' 123.8" 135.2" 2 2 2 3 4" 7' w U W IL O j 2'k5Y B6' 101.7• 106.8" 2 2 3 3 7" 7' A'll� Q W"L7 6 5 6 lJ o0 o f 3"MIN. 14 16 o S m 0.725' 123" BO.B' 04.4" 2 2 3 3 7" 7° t m$W S 60" 120.1" 167.0" 2 2 2 3 4' 7" G 14 0 -� - ED.01ST. FOR ASTM ESSENTIAL EAOURE5 13 1.u u p n?5 W u ut B6' 114.8° 12A.1° 2 Z 3 3 7' 7' W Q Z.- 723" 102.8• 109.6" 2 2 4 4 10" 10' a - 1/4"MAX.FROM PIN GUIDE A ueL�SFPHP�RA7Dtl w Q w 60^ 138.0' 788.9" 2 2 3 3 7' 7° Ur K 3 Y TO BUSHING WASHER(TYP.) GLASS w a u o w°�'• OR DOOR TO�� ut V)m 0125" 96" 1227" 165.7° 2 2 3 4 T' f0" 0 Q TWO 1/4"#WOOD 1/4"0 THRU BOLTS =1rQ p LAG SCREWS @ 24" Fw1- 123" 115.4" 137.5" 2 3 4 5 10" 13" Q k$ O.C,MAX.WITH 2" SEE BEAM L9F 60" 168.1" 240.0' 2 2 3 4 3"MIN. SCHEDULE FOR Z F' 2x10'Y 98" 140.s• 229.8• 2 3 4 0 to' 16° THREADED PENETRATION w� 0.1876^ ED.01ST. EQUIRED N MBER � 'T"INTO CENTER OF STUDS 5 6 �N 723" 132.2• 203.1' 3 4 5 7 13' 19" "+ n SPAN TUBE SCHEDULE NOTES: EMB."T' 14 SMS @ MIDSPAN BETWEEN 1416 1/4"MAX,F OM PIN GUIDE x x O x x °ANGLES FOR 2°x5'&2'x6°BEAMS. m STUDS FOR TRACK TO 1"x 4" TOB SHING WA ER TYP. 2. USE 2"x5"xl/4°ANGLES FOR 2'x8'8:2"40"BEAMS. LL "til ALL PLYWOOD& TUBE CONNECTION 1/4 3. USE&B TrOMSCHEDULEBEAM FOR DETAIL I. ' Y STUCCO FINISH POINTS SOLID m SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N w y 1"x 4"x.125" SET ANCHORS �1 6063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHERLIMITED CONNECTION P BEAM WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LTMITED 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 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING, BLOCK,3"MIN W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN O ><O rmn SPACING AND 3" I (21 6b63-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, CIS MIN EDGE I ANGLES PER BEAM END, OR 014 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN Z a O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. 512E PER SPAN BE 6"O.C. AS THE SUM OFTHE SPANS ABOVE AND BELOW THE BEAM. I z uj SCALE:3"=T-0" ALSO BE USED SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. 3 EXISTING ACCESS HOLE f AT TOP STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ..�� EMBED. MAX.DESIGN LOAD=x 72 PSF E 3 g Oj BEAM SPAN SECTION AST p w SCALE 3"=V-0"FOE! M ESSENTIAL -GLASS DOOR F o L FAOUTJ SEE TABLE 4 h 13 R FOR HMIZ SEE TABLE 2 y n EXISTING WOOD w FOR LON.SEPARA7 TO Z TRUSS OR RAFTER 1/2' 3" 1/2" GLASS X Q 24"MAX.O.C. -1/2'-1/2' m a @ EXISTING FINISH MATERIAL I �"3$- •-„ g" $ 5 6 1/4"MAX.FROM PIN GUIDE •I o I ' I 1"x 4"x 1/B"6063-T6 w g 14 16 TO BUSHING WASHER(TYP.) I m I 4 qgp ALUM.TUBE W/THREE ,A 1/4"TILE(TYP.1 1/4"0 WOOD LAG I II \ w TE I u u S FINISH MATERIAL SCREWS WITH 2-3/4" T_0 \ x; 3/4"PLYWOOD MINIMUM THREADED / o d , 2 - " 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD @I n@r EACH RAFTER OF TRUSS OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. } 24"O.C.MAX.WHERE I 5 6 GALV.OR S.S. TUBE EXTENDS BEYOND 9 i�y t o �'� �- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA \ mi ¢ :. M 'r 6 , EXTEND TUBE TO w 2"x . x ANGLE 6063-T6 IIHJ 38u Lr 5"O.C.W/1-7/4"MIN.EMB, CC ALUM.ANGLE W/THREE 9 � OR 1/4"m LAG SCREW @ 9"O.C.W/1-7/8'• NEXT TRUSS. \\ Fw>>K 1/4"m WOOD LAG 5 MIN.EMB. IN WOOD SG=0.42.TO 0,55. I-u =O i Iy o SCREWS WITH 2-3/4" COPYRIGMFRWLBE%V=P..L 1/4-20 S.S.MACHINE SCREW Cal 13 =1: x.- MINIMUM THREADED 12"D.C.IN BETWEEN TRUSSES y I-z u w 15-2338 EXISTING CONCRETE, Ilk WITH 1/2"0 ACCESS HOLE ON t7 o w.� PENETR."T"IN WOOD @ O LOW BLOCK OR 2"x 5"x 1/8"CONT, BACKSIDE OF TUBE OR#14 SMS X z o z m EACH RAFTER OF TRUSS, SCALE: WOOD FRAMING.SEE ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN Q p Q F 24"O.C.MAX.WHERE PAGE DESCRIPTION: ANCHOR SCHED.BASED E u h ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE u Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD s 72 P.S.F.) 6", EXTEND ANGLE TO EliO PASS THRU DETAIL IMAX.DESIGN LOAD t P2 .S,F.) NEXT TRUSS. SCALE 3 1'-B" O TRUSS MOUNT SECTION CO� SCALE:3"=1'-0" 0 L DOORS OR ,���� •= J� 2" Frn ASTN EssFTInaL I 4J X5'4 rGR DOORS OR oa... GLASS OR F+&FOR ` DOOR m TABLE 2 FQL NPT. w 1 I *` , v: } FOR (x SEPARATION TO CLASS f ---- --" --- ---- s�y • Qf FOR iw-U,4 FOR w~w UIS I SPE TAR Fww w w a SLPARATWH TO y w h o SEPARAIION T4 vs w m< x p x o i i •# \ GLASS X w CLASS F F; 59 Z p «- 4"MIN. m o: 3�IX 13 xi -m-' S3 waw Cl CONNECTION TYPE ,t°,a RADIUS H A ER NTED >u w z~ u o REFERENCE ANCHOR d CL .s,m z w . w o PARTIAL E ATION C� dug z o 2O x 2@ z SCHEDULE FOR SCAM 3'-1-0' G:& Lr, tR _ Q Q SPACING zso 250 va, 3 r 3 -'-�O C—W TH 1Cj 4 `M!N'7-.. C6 CONNECTION TYPE F I� C,W �' x / EMBED. '�--- REFERENCE ANCHOR Q_ 3 8 a w. SCHEDULE FOR MAX. /1 SPACING , EXISTING CONCRETE OR / r EXISTING / \ BLOCK ONLY.WOOD STRUCTURE Fr \ FRAMING ACCEPTAB E ANCHORS / EXISTING HOST STRUCTURE o O WALL MOUNT SILL DET AILI EXISTING FINISH m �\ ?1ATERIAL I 1/4"MAX.FROM PIN m \ SCALE.3"=1'-0" w Gt IDE TO BUSHING DIST' \ n DECORATIVE FLOOR TRACK DETAIL Qs�OR(6 CUT IN 4"INTERVALS :`i+b �[.�'; a= _} is WASHER(TYP.1 W{�}Y "J RECESS SiLt:;DE \ �/ SCALE r 3"=1'-0^ 0 PQR U E(SEE- m d SCACE`=^3"--' 0" DETAIL Pt I¢�S(FOR ADDITIONAL o F \ INFO). TY ,TOP&BOTTOM. 4 I's FASTENER P EACH 4"CUT a S =.S�p M x SEE ANCHOR SCHE04V BASED $a oa 5J4"MAX.FROM 'j 4N C4 CONNECTION TYPE TO r m•S a ? PIN GUIDE 70 VERIFY ANCHOR SPACING m��+,� o o F BUSHING WASHER IS ACCEPTABLE 13 S' W W W v W P coo' u¢ ITYP.) ' wtab EE a 1 N Ii »P14b o � 3 H C WWWWWW 3 O � Zt a TYP.BOTTOM -,. 'at1 r, 1/2" TO BUSHING WAS LER TlYP. STRUCTURE a, WING %NUT @ 2 "D.C.BOLT 1B CUT AT INTERVALS T EXISTING FINISH RM CURVE(SEE DETAIL PI MATERIAL ' 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. o Vxt"x1/8"6 1"x2" 1/e" SPACING(FASTENER a 6ob3-T6 NALUM.AiGIE CUT TO 1"xt"xtt8"&1"x2"x1t8" (ol EACH 4"PIECE g MATCH ANHDTTP77ppOVIDxxE SUPPO((}}T 60q63-T6 NALUM..ANpGLE CUT TO OP CURVED TRACK SECTION DETAIL FR�N7 IS BAEC'�KEWHRREIONS II OF CUT SHtDSTTEREXE SUPPORT SCALE,3 1'-0" FRONT OF EXT USION IS *ER TRUSIONS qFRONT AND BACK.WHERE CONTINUOUS REINFORCEMFRONT OF EXTRUSION ISPZ IS HOT REQUIRED. CONTTINUOUS REINFORCEMENTPI IS NOT REQUIRED.0 8 � ooMB CONDITION MIND OF TWO PNry N�1 .a a .€PIECE CONDITION MINuOiTG1J0 PERECEAPPROVED TH o IN ANAPPROVED FASTEN ANO 15-2338 a TWO FASTEINERS PERMCUTOF TWO�FASTENERS PE MU so tEr PIECE PIECE PAGE DESCRIPTION, Pl TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS SCALE:-3' 1'-0' P2 ~ �'- 9s SCALE.3'= 1'-0' ANCHOR SCHEDULE: CONCRETE 2 x s TYP.) 3 44 .. , A••''�•., TOP FLANGE 2 x S(al OUTSIDE •°+° , 9Q , 2.5"MIN EDGE DISTANCE ANCHOR(SEE SPACING Q SECTION X) Spans Up Ta 6'-0" Spans Up To D'-8" Spans Up To 13'-0" �G LOAD CONN TYPECONN TYPE CONN TYPE O ANCHOR (051) r '^ s C1 C2 C3 C4 Cs C6 Cl C2 C3 C9 CS C6 CI C2 C3 C4D dG5a. C6 .3 1/4"ITW TAPCON OR ELCOu CAB.`.:16.0 16,D 16.0"16.0"16.0"16.0"]6.0"16.0"10.5"10.0"16.0"13.0"15.5"16,0" 6.5" 6;DJ 19:5'R' 9.0" O O O ;� 1 ULTRACON WITH 1-3/4° 62 16.0"16.0"32.5"12.0"16.0"14,5"16.0"16.0" 6.0" 7.0" 13.0"10.0"L3.0"10.0" 5.0" 4.D'�9 C6:0" 7.0" 1 x S TYP.) 3 OR 4 HEADER/SILL Y��% TA Q�m EMBED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16.0"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 S 9a INSIDE ° BOT.FLAN E ANCHOR(SEE SPACING '✓ 0 '•� 110 14.5"14.5" 6.0" 5.5" 8.5" 8.5'• 9.0" 7.5" 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" SECTION X) '•/i itp� a .g 200 7.5" 6,0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" SIDE CLOSEST TO OPENING ////// •"y Q� 1/4'FfILLENIUM MILLFAST 48 I6.D"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"160"14.0"14.5"14.5" 6.5" 6.0" 9.0" 9.5" / � 7 WITH 3-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"72.0"16.0"1S.S'16.0"16.0" 8,0" 7.0" 12.0"11.0"10.0" 9.0•' S.0" 4.D" 5.5" 7.5" {{� S�a E 3 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. j U i�' w 110 13.0"13.0" 6.D" 5.5" 8.0" 9.0" e.o" 7.D" a.o" 4.s" s.D" 6.s" s.s" s.s" SPACING DIAGRAM FOR C1 CONNECTION TYPE: (f� a s p 200 6.5" 5.5" �/ S.s" 6.5" 5.5" 5.5" 6.5" 5.5•' S.5" Z w m g d - C1 CONNECTION TYPE USING PIECE Q OR Q 3 1/4"ELCO CRETEFLEX SS4 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"IS_D"16.0"16.0"16.0"I6.0"10.0" 8.5" 12.5"14.0" 9 y 3 K W W/2"EMBED(3350p51 MIN 62 16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W w m?� H CONC) 72 16.0"16.0"15.5"14.5"16.0"16.0"160"16.0"10.0" B.5" 12.5"14.0"12.0 10.5 6.0 5.0" 6.5" 9.5" 7 / COMBINATION In K�,3 -1 110 16.0"16.0" 9.0" B.0" 11.5"13.0"12.0•'10.0" 6.0" 5.0" 6.0" 9.0" 10.0" B.D" 5.0'• 4.0" 5.0" 8.0" 2 z S(TYP.) 1 / 1 COMBINATION o w 200 10.0" 6.0" 5.0" 4.0" 5.0" 8.0" 10.0' 8.0" 5.0" 4.0" 5.0" 8.D" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" ,p w" 1'•MIN EDGE DISTANCE 9 / 10 COMBINATION 1/4"ITW TAPCON OR ELCO CI C2 C3 C4 CS C6 Cl C2 C3 04 CS C6 CI C2 C3 C4 CS C6 0 a X ULTRACON WITH 1-3/4° 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16,0"16.0" 5.0" 4.5" 16.0" 5.5" I5.0"15.5" 9.5" EMBED(3192psl MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.D" 16.0"16.0" 12.5" A.0" 10.5" 9.5" 6.0" DED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15.5" 9.5" 9.0" 7.5" 4.5" .. 110 14.0"14.0" 6.5" B.5" 7.5" 4.5" 7.0" 6.0" 1 x 5(TYP.1 2 x S TYP, m 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" r 1/4'MILLENIUM MILLFASi 48 16.0"16.0"]3.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11.5"11,5" 4.5" 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. IA'^Y W�g WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0" 9,0" B.5" 16.0•'lo.s"14.0"15.0•' 5.5'• s.o" 9.5" 7.5" B.o" 7.5" 4.s•• s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: a-S RR MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE 110 10.5"10.5" 4.5" 4.0" 4.D" 5.5" 4.s" ANCHORS ONLY 20H a m 200 5.5" 4.5" 5.5" 4.5" 5.5 4.5" - C4 CONNECTION TYPE USING PIECE®OR ©WITH m.G a O M OUTSIDE ANCHORS ONLY O�4 u 1-1/4"MIN EDGE DISTANCES E = 1/4'ALL-POINTS SOLID-SET r g u ANCHOR W/7/6"EMBED& CI C2 C3 CA CS C6 C3 C2 C3 C4 CS C6 CS C2 C3 C4 CS C6 ANCHOR NOTES: ' u 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0 10.0"16.0"16.0" 6.0" 5.5" 16.0" 7.D" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" m S O (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" S.5" 7.5" 7.0" 4.0 3".. 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING r ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE W w 72 16.0"160' 5.5" 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 1 OR 3 AS APPLICABLE(Pg 1). 130 10.0"10.0" 3.5" 3.D" 6.0" 4.5" 6.0" 5.0" 3.0" 3.0" •� 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 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4"ALL POINTS SOLID-SET EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4.20 55 MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"113.0"116.0"116.0"116.0"16.0" 8,5"17.5"'�."' 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE,(3000ps1 MIN CONC) 62 16.0"16.0" 6.0"15.0 6.0"16.0"16.0"16,0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6.0" 7.0" 9.0"72 16.0"16,0"13,0"12.0"16.0"16.0"16.0"16.0" 9.5" 7.5" 11.0"12.0"10.5" 9.0" 5.0" 5.s" B.D" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE � 110 16.0"16.0" B4O" 7.0" 10.0"11.0"10.5" 9.0" 5.0" 4.5" S.S' 8.0•' 8.5" 7,0" 4.D" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m200 8.5" 7.D" 4.0" 3.5" 4.5" 6.5" 6.5" 7.0" 4.0' 3.5•' 4.5" 6.5" 8.. 7.0" 4.0" 4.5" 6.S' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF $ 1/4"POWERS SS DROP-IN 2-5/B"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 I C3 I C4 I C5 I C6 I CI I C2 I C3 I C4 CS I C6 I C] C2 I C3 C9 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE " s 1'EMBED(3000Ds1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5"1.0-113.0"112.0'122.5"' 6.0" 5.5" 7.5" 9.0" ONLY.CONC) 62 16.0"16.0"12,0"11.0"36.0"14.5"IS.O"16.0" 7.5" 6.5 .0 10.5 8.5 8.0 7.D" ^ 'b6. THE CONTRACTOR IS RESPONSIBLETO ENSURE THE ANCHORS ARE INSTALLED72 16.0"16.0" 9.5" 9.0" I6.0"12.5"12.0"12.5" 6.0" 5.5" 5" 9.0" 7.0 6.0 6.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q6A ' 110 11.0"11.0" 5.5" 5.0" 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" 5.0"I 5.5" 5.0" S. 5.0" FINISHES. I/4"POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o R1 W/,POWERS BOLT AND CI I C2 I C3 I C4 I C5 I C6 I CI I C2 I C3 1 07 1 CS-1 C6 I CI I C2 I C3 C4 CS I C6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 5p 1'EMBED(3000ps1 MIN ae 16.0"16.0"16.0"16.D"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0'•17.0" 6.5" 5,5" 8.0" 9.5'. MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR a( 1 CONC) 62 16.0"16.0"13.0"12.0"16.0"15.S"16.D"16.0" B.W' 7.0•' 10.5"11.0" 9.0" 8.0" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES. F& 6 'h 72 16.0"16,0"10.5" 9.5' 16.0"13.5"13,D"13.0 6.5 5.5 B.o" 9.5 7.S' 6.5 6.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER t SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4°(MIN.)WOOD STUD.3/4' 110 12.0"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 FRAMING. LLAAG SCREWS SHALL pe$ 200 6.0" 5.0" 5.5" 6.0' S.0" 5.5" 6.0" S.D" 5.5' HAVE PHILLIPS PAN HEAD OR HEX HEAD. y 2"MIN EDGE DISTANCE RP 012 SMS W/2'EYEWALL Cl C2 C3 C4 CS C6 Ci C2 C3 C4 C5 C6 CI C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN (CglpaxRFPMxLBFAN/ADOPE BASE ANCHOR AND MAY HAVE EITHER A PAN EAD,TRUSS HEAD,OR WAFER ARMOR INSERT W/2°EMBED 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"114.S"]5.0" 5.0" 4,5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.C.N. 15-2338 (2000D51 MIN CONC) 62 16.0"16.0" 9.5•' 9.0" 16.0"ID.5"16.01 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5_0" _ .g 72 16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.a" 4.5" 4,5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, scAlei - PAGE DESCRIPTION: C1 110 13.S"13.5" 4.5" 4.0" 8.D'• 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, _ 7.00 7.0" 5.5' 3.5" 3.S' 7.0" 5.5 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. #12 SMS W/2.75"EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6,5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. a ARMOR INSERT W/2.5' 62 16_0"16_0"13.5"13.0"16.0"15.5"16.0"16.0" B.5" 8.D" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" 9� EMBED(2000ps1 MIN CONCJ 72 16.0"16.0"71,0.'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 iio 16.0"16.0" 6.5" 6,0" 10.5" 9.D" 11.0" 9.5" 4.5" 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL F�IIJII 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" 7.5" 3.5" 3,0" "', 5.0" CONCRETE SCREWS TO HOLLOW BLOCK '��11 • Spans Uo To 13'0" CONN TYPE CONN TYPE 'Pullull,:TFIF'E-l" m©mmm[ii■3!©0000000000 m®mmmmmmmOmmmmmmmm Iwo wing OR mml mm MUKU I Elffill, m}�mi�i/,//��m%� % Mai/i��1-1/4',EMBED SEEMS um ��� i/j// iiaF-Im//i/i iiiii��"� i/�/��� � /i�/ii/iiii��ii/�i�/ �ii ,_............. I 1011111, off/ iai� / /ilii iiia,i� � ����ii/ �/moi 1-1/4'EMBED / ,f m®�/aaiiair��® ii mill a/ ®®aiiiiiii.�� / / ®aaiiiaiiaaiaaaai MINI,- Oil a,/i ail/aaaaaii/ia .aai/ail aaiaiaaaai�///a/ ANCHOR W/ . m ��/ � / ® FEI /////////////////�%////////////////////a////.. //////////.%/// / /1-mmumpOl 0/0" ME �[�l0000000[3lmm©mm©[�lmmmmm00m©00000 YN i3nii/i.. 1-3/4-EMBED �mm©mmmmmmmmmmmmmmmommmmmmmmmm® �����t iii/iii i� iiiii% iii ® ®®®���i�i//iii WE j/iyai� i�ai�aia,/aiiia %ja/®®,MMMMKM aii,9 M aaiaaa i ��/i,paiiaiiaiii./aii���/i/iaii�iai/iii/1 ii/ /ai�pill/l/0011, il,/ /ai:. ioi �� is/i � iaaiiia/i is/aiMS/i ��iai�i,III iiaiai,/ iaa iO/iai � �NONNI0i�//N/ �mmmmmmmmmmmmmmmmmmmmmmmomm®mom "" ��i, MOO HO �ir,� �' � 11 111111111 kK1 .r^ OITA SOF ' ANCHOR SCHEDULE: WOOD (G=0.55) ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To W-e" Spans Up To Soaps Up To 6'-0" Soans Un To 8'•8" Spans Up To 13'-0" LOAD CONN NPE CONN TYPE CONN TYPE _ j U W i0 rn C LOAD CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR (Psp CI C2 C3 CR CS CI C2 C3 C4 CS CI C2 C3 C4 CS UI ¢w l7 n s ANCHOR (Ps1) Cl C2 C3 C4 CS C3 C2 C3 C4 CS Cl C2 C3 Gi CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5"]7.5"16.0"16.0"16.0" 7.5" 7.0" 16.0"36.0"16.01114.5" 4.5" 15.0" Z 1/4"POWERS 7APPERI W/ F4815.5"15.5" 6.5" 6.5" 15.5"10.5"10.5" 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" i1-1/4"EMBED 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.D" 5.0" 4.S' 4.0" 72 16.0"16.0" 7.0" 7,0" 16.0"16.0"16.0" 4.5" 4.5" IS.O"14.0"12.5" 3.0" 3.0" 7.5" W W,n 3 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.S" 4.0" 13.5"14.0"12.0" 3.0' 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" Nm5.5" 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..,,� 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" 4S" " 0 EYEWALL I6D"16.0" 8.5" 8.5" 16.0"13.0"13.0" S.0" 5.0" 12.5" 7.5' 7.5" 3.0" 3.0" 4.5" 1.13'MLN EMBED&1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" fi.5" 5.5" 5.0" 2.5" 2.0" 3.0"1. 14.5"14.5" 6.D" 6.0" 14.5" 9.5" IO.D" 4.0" 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" . 2.0" 2.0" OIsEMBED c� C 12,5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" p �1..Imm I10 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.53.0�r�� 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" g 1"�O 200 3.5" 3.0" 3.5" 3.0" 3.5 3.0" �i 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.D" 3 "14 SMS 414 WOOD SCREW 48 16.0" 0 13.0"16.0"16.0"16.0" 8,5" 6.0" 16.0"16.0"16.0" S.0" 5.0" 12.0" OR 1/4"POWERS TAPPER+ 62 16,0"16.0" 9.5" 9.5" 16.0"16.0 16.0 6.0 6,0" 16.0"13.5"12.5" 4.0" 3.5" 7.5" M ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK WITH 1-3/4"MIN THREAD PENETRATION 72 16.0"16.0" 8.0" 7.5" 16.0"16_0"16.0" 5.D" 5.0" 12.0"11.5"10.0" 3.5" 3.0 6.0" 110 16.0"16,0" 5.0 4.5 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" A.5" -162 f �I 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 9.5" 9.0" 7.5" 2.5" 2.5" 4.5" Cc I 1 Spans Up To 6'-0"_ Spans Up To B'-8" Spans Up To 13'-0" D M G LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (?sl) CL Cz C3 04 c5 CI C2 C3 r4 cs C1 Cz C3 C4 Cs ANCHOR SCHEDULE: WOOD (G=0.42)_ ocv om pb 5/16"ITW TAPCON KL W/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16_0"16.0"16.0"16.0"116.0"116.0"10.5" 9.5" 15.5" O zln<¢a ff 2-1/4"MIN.EMBED 62 16.0"16.0"16.0"I6.0"16.0"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 v V 72 16.0"16.0"16.0"I5.5 16.0"16.0"16.0"10.5' 9.5" 15.5"14.5"12.5' 6.5" 5.5" 8.0' rj Spans Up 70 6'-0" Spans Up To B'-B"_ ins Up 70 13'-0" ` E 110 15.0"16.0"10.0" 9.0" 14.0"14.5"12.5" fi.5" 5.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" Gj LOAD CONN TYPE CONN TYPE CONN TYPE >< 0 ANCHOR (Psf) C p1 O 200 12.0"10.0" S.S' 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6,0" 12.0"10.0" 5.5" 4.5" 6.0" x C1 Q C3 C4 CS CI C2 C3 C4 C5 CI c C3 C4 CS .� 5/16°ELCO UL7RACON W/ 48 16.0"116.0"113.5"13.5"16.0",16.0-16.0" 8.0" 7.5" 16.0" 9.5" 9.5" fi.0" 1/4'LAG SCREW WITH 1-3/4 46 16.0"16.0" 9.0" 9.0" 16.0"16,0"16.0" 6,0" S.5" 16.0"116.0"16.0" 3.5" 3.5" 10.0" S m 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" 8.5 16.0"12,0"12.5" 5.5" 5.0" B.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a v LLPG���1 72 16.0"16.0" 7.5" 7.0" 14.01, 9.5" 9.5" 6.0" 5.5" v 72 16.0"16.0"15.5" 5.5" 16.0"16.0"16.0"13,5" 3.5" 10.0"M:.2 0" 2.5" 2.0" 5.0•' aZ � 110 B.5" 8.5" 5.0" 5.5" 110 15.0"14.5" 3.5" 3.0" 9.0" 9.0" A2.00" 2.0" 5.0" 0" 2.D"200 200 7.5" 6.0" 2.0" 4.0" 7.5" 4,0" 0" 2.0" 4.0"2"MiN EDGE DISTANCE #14 SMS ff14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"16.0" S.5" 16.0" .5" 3.5" 3.5" 7.0CI Q q C4 CS CL Q C3 C5 CI Q q CA CS gOR14WERS TAPPER+ 62 16.0"16.0" 7.0" 6.5" I6.0"34.0" 4.0" 9.5" 0" 2.5" 2.5° 4.5" WITH -34"MINTHREAD C325M5 W/2"EYEWALL 48 16.0"16.0"10.5"10.5'•16.0"16.0"36.0" 6.5" 6.5" 16.0"12.5' 12.5" PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0" 3.5' 7.0" S' 2.D" 2.0" 3.S"a ARMOR INSERT W/2"EMBED 62 16.D"16.0" 7.5" 7.5" 16.0"15.5"16.0" 5.0" 4.5" 10.5" 9.0" 8.0" J.0" 5.0" 0 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 2.0" 3.5" 5" 2.D" 2.5"72 16.01,16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4 " 200 5.0" 4.5" 2.0" 2.5" 5.0" . . 2.5 .5" 2.D" 2.5" ^ 110 11.5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0 5.0" �1 200 6.0" 5.0" 3.0" 6,0" 5.0" 3.0" 6.0" 5.0" � 5 . osi0st , � G �xxgg a .a CWVWff FRW L B.hXU=PL ANCHOR NOTES:SEE SHEET 10 FOR ANCHOR NOTES. 155-2338 SCALE• " PAGE DESCRIPTIONi�L d p� c unauu {�{""""RCUNDTWINDOW SSEM GE OF ACCORDION 12'MIN FROM EDGE BLADES EDGE OF SHUTTER, EDGE OF ACCORDION 0.125' TOP OR BOTTOM r SHUTTER BLADES 0.032' % 0.032'1 OF STl- • Z 0.196 .00 2.075'0 HOLE TO RECEIVE ROUND 3,5"MIN-T-Elf- -WINDOW ASSEMBLY TYPICAL lull ;s CD z'o _Tfl z ,Rat C9 12 1 - 1w IZ2.875' 4t-0.188. 2.875-0 HOLE(TO RECEIVE ROUND WINDOW RECEIVE 03.250' 'oIA LIGHT MAXIMUM OF 3 WINDOWS ID -N-VIEW WINDOW i ID Ww PER EVERY OTHER BLADE N.T.S. SASIC PLASTICS SLX143IT-UL-94HB ROUND WINDOW LIGHT-N-VIEW WINDOW ASSEMBLY N.T.S. EXTERIOR ELEV W-8 1�2'MIN FROM mg EDGE OF SHUTTER EDGE OF ACCORDION TqP OR BOTTOM SHUTTER BLADES d S RECTANGULAR I CH I WTpOW ASSEMBLY -;. BLADE W/ ROUND WINDOW EDGE OF ACCORDION S3 N.T.S. EXTERIOR ELEV 0 a o SHUTTER BLADES F-2.210---i 0.145"- 1.210* 0 a a 0 3.5"MI TYPICAL 0 0 a O 0 0 1.500'X 6.000' OLE(TO I U T - I RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS , SF 1.500-x 6.000-HOLE(TO RECEIVE 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .1093' .161* 020' PER EVERY OTHER BLADE RECTANGULAR WINDOW \,L3,J N.T.S. EXTERIOR ELIEV 5 Sal 7_ 0.500,— :IOTA. .0.5ov 145" THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XLIG LEXAN WITH 1.5-4 3.5'MIN.,E— RECTANGULAR WINDOW r__7i ASSEMBLY A (EXT.) RECTANGULAR WINDOW NOTES: TYPICAL 0.075"MINIMUM THICKNESS. SY 2. FRAME FOR RECTANGULAR WINDOW MAY C! I I BE NYLON 6 OR POLYCARBONATE WITH A lo'lzz MINIMUM THICKNESS OF 0,161'.ATTACH if TO BLADE WITH(6)#4 SS SCREWS OR @ L___J .1.856— }-0.177- .ass° BOLTS WITH NUTS. 15-2338 SECTION A-A BLADE W/ RECT. WINDOW ,RECTANGULAR�N.T.S. EXTERIOR ELEV3 3