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HomeMy WebLinkAboutProduct Approval � r f live 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 IGEORGETHURMAN 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 136 39.4 TAPCONS 6/24 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 VAProjecls\_2014-MPS\400 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 I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Trlbuta Area S Ft Roof Tributa Area(Sc Ft) 1. TABLES ARE INTENDED TO jd ORST CASE'PRESSURES.'WORST CASE'IS Height 10'•, 15 20 25 30 eight�...10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI c Q - WN VARIABLE AS DESCRIBED BELOW. ' _ USE OF CRITICAL COJ�I- Q"U ITH THESE TABLES. "=31.1 1-30.6 -30.2 -29.8 -2 - 39 4 -37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2. TABLES VALID O [; ROOF HEIGHT AS LIMITED ABOVE. 0 15•k_ '� 0 `151ft r„:"- 3. TABLES VALID F L .APPLICABLE REDUCTIONS FOR ROOF SLOPES +29 4z-+�8.6 +28.1 +27.7 +27.3 + - +29.4 `+'28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 10°SHA _ INEER AS A SITE SPECIFIC CONDITION. 16 ft 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 B OF HEIGHT.IF THE MEAN ROOF HEIGHT +29.8 +29.0 +28.5 +28.1 +27.7 + - 1 9 - +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF S �, ,; T. �,�sz 5. ALWAYS ROUND C1 LE VALUE OR CONSERVATIVE ASSUMPTION. 17 It -32.8 -32.0 -31.4 -31.0 -30.6 -30. ''^`*+. '6 17 It -40'5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 6.CALCULATE THE TRI E OP NTNG IN QUESTION(HEIGHT*WIDTH)OR +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 ^F 7.1 +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +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 1+28.8 +28.4 +28.1 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 1-35.8 -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 1+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 -37.8 6.6L -36.1 -35.7 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + $ 4 _ $ +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 I '.5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 ft +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 It +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 +30.2 9.6 +29.3 +29.1 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -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 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 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID W}JEN 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 a -32.9_ -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF.`fHESE TABLES AND CORES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 f[ AA r 8 ft COEFF;'CIENTS LISTE NS A ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + :J" '- {',y +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30,5 +30.3 +30,0 BUILDING DEPARTM gLfT b" RRANTY FOR APPLICABILITY OF TABLE a: VALUE USE IS OFF "Fk ,` 29 f[ -36.7 -35.8 -35.1 -34.7 -34.3 -3 29 ft -45.3 -43.5 -02.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 5.,THIS SPECIFICA I / ER ANY PRODUCT'APPROVED +33.8 +32.9 +32.3 +31.8 +31.4 + p +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CEf�TIFICATION. RE MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + P 30 it +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V jG CCORDANCE WITH GOVERNING CODES. _ 6.ADHERE TO ALL - R.,• TEM ORDINANCES. -37.4 -36.5 -35.9 -35.4 -35.0 -3 . ,8. -46:2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATK •F ITY OF THE HOST STRUCTURE. 32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4' 1.9 X32 f[ +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 -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. 35 ft 35 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +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 -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k +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 +3Z.6 +32.4 DIMENSION OR 3FT(lm).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 ft +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 +34.4 +34.1 +33.7 +33.5 +33.2 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 1 1 I HEIGHT 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 SO ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 42.0 -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 ® I L} 4 SS ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 SS ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 5I 5 O -42.7 -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 ELEVATION Q 60 ft +39.4 +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 REMARKS DRWN CHKD DATE n #� o `a INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o mz m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 / O i d l <o ' ` 14) EXPRESS° __° � REV 2014FBC DGM TSB 06/10/15 �p v°i' _ ASCE 7-10 CHAPTER 30 .° '' Wm CONPOI-E OFFICE: z Z m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 y v z A DEERFIELD BEACH, FL 33442 ;o MASTER PLAN SHEET z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 O ,(] vAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH NP885 z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m O @ENGINEERINGEXPRESS oADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7 0 E:HELLO .COM N m PERMITTED wowvALloaTEOUR cERnRGATIo" ENGINEERINGEXPRESS.COM �` 1/22/2016 Florida Building Code Online "lorida[4ya "1ment BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map{ Links Search u€ Busines Professi ,ftaI product Approval USER:Public User Regulation 13 �1MlR11C11!lIm Product Approval Menu>Product or Anolication Search>Application List>Application Detail W'Ngiz q t'P- ChFL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 Inder2.pdf FL13757 R5 COI Indeo 3.odf FL13757 R5 COI IndeD.Odf 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 Eauiv Eauiv 2.Ddf FL13757 R5 Equiv Equiv 3.pdf FL13757 R5 Eauiv Eauiv.odf http://www.floridabuilding.org/pr/pr app o.aspC?pararrl=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOlObFp/p2f°/`2fmZrDFh7dHzwQp/o3d%3d 1/2 1/27/2016 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 Summary of Products E _ --..........--- -_............ _ ..................._..-----..._............................... _.... .-- paF n aFL Model,Number or Name Description {1`375 ; 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System ! Limits of Use Installation Instructions ApprdVed for use in HVHZ:Yes FL RS II Dwa.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.Ddf ,combinations and additional limitations of use. Created by Independent Third Party: Yes f I �I 13757.2 6.8 Strearriline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions j i Approved for use in HVHZ:Yes FL13757 R5 II Dwg 2.Ddf I Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 i j 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 i 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.pddf 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.Ddf anchorage, etc. Created by Independent Third Party: Yes I Ecir ftF:xe. 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: eCtesk wcuritvhirTi v.s RIM. ,f.. .Ji.:.. http://www.floridabuilding.org/pr/pr app dfl.asp)Oparam=v,GEVXQwtDq\gk7yHMuo\bmRcEiVwSME9RsQOlObFg/`2f`/`2fmZrDFh7dHzk&Q`/`3d`/`3d 212 1111111.1..., 6.8 ACCORDION SHU`TT'ER FOR USE WITHIN AND OUTSIDE THE HVHZ %41 I TABLE 4 *' TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE ($TA OF ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ % O HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION 'POSITIVE POSITIVEWIND HVHZ FROM GLASS NON-HVHZ FROM GLASS SV �4'ti WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE •,11 tv U n DESIGN SHUTTER 'Dm g DESIGN 1MTH CENTERMATES WINO LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVEAND INSTALLATIONS INSTALLATIONS Z y .. UNIMATE 29 All PRESSURE SPAN DESIGN PRESSURE SPAN s30'ABOVE >3VABOVE - Z w T• X WIND sJD'ABOVE >30'ABOVE NEGATIVEWIND NAND (PSF) GRADE GRADE >v-I�w LOAD(PSF) J4 OR J1 8 J2 MOUNTING (PSF) GRADE GRADE LOUNTIN O O CONDITIONS'` (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) aw z„d ORQ&Q (PSF) CONDITIONS" L m w 23.9 156" 166" 166" 283 158" 5.7" 3.5" 60" 3.1' 1.1' y u 60" 3.0" 1.1• 50.0 158" 30 0B" 3.1' 25.0 154° 156" 150' ffi 30.0 147" 156" 156" 30 99" 3.0" 1.5' 55,0 455' 156" S.B" 3.5' to K 35.0 142" 150" 158• 120' 3.0" 1.8" 60.0 148' d0,0 132' 145' 156" 168' 5.7" 3.6' 05A.rs'c.::r'd•e14J'u'?svea,.,-.�. 00' 3.1' 1.1° ID wo d8 45.0 137" 141' 158' 60' 3.0" 1.1" 70.0 1 137", 99• 3.1" 50.0 128" 132 166" 08" 3.0" 1.8" 75.0 133• 40 108° 3.1" 1.B" 55.0 12W 134' 165' 40 100' 3.0" 1.8" 60.0 128' 120" 3.1" 2.2` W 12W 3.0" 2.2' 85.0 125- 132" 5.8", 27' �i 60.0 124" 431' 148" 65.0 121" 129` 143" 132" 5.7" 2.8' 80.0 121" 166" 5,8^ 4.3' 70.0 118" 126• 137° 145^ 6.T' 3.6' 95.0 148" 60' 3.1" 4.1° 75.0 112 124' 133' 00" 3.0' 1.1" 100.0 115- 99• 3.1" 1.7' 80.0 115' 122' 128' 99" 3.0" 1.7" 105.0 112' 60 106" 3.P 2.01 N u. 85.0 113` 120' 125" 6D low 3.0" 2.0' 110.0 110' 120" 9.1" 2.5° i 115.0 107" 132" 5.8" 3.1° 80.0 112• 118` 121" 120• 3.0" 2.5' Qa' j 1JT 5.7" 3.5' 120.0 105" 156' S.8" 5.2' V)a Q n 95.0 110" 117' 118" g 100.0 100" 115' 115' 60" 3.0" 1.2" 125.0 103" 60" 3.4° 1.1' 3 105.0 107" 112' 112' Be 09" 3.0" 1.9' 130.0 101" 99" 81" 1.8 O K 110.0 106" 110` 110" 108" 3.0" 2.2` 4J5.0 99" 60 108' 3.1" 2.1° ZA Q 115.0 105" 107- 107" 131" 6.T 3.b' 140.0 85' 120` 3.1" 2.7° @<x 120.0 104" 105• 105" 60" 3p" 1.2' 145.0 92" 148' S.8" 5.0' �, 114" 3.0" 2.D 1.5' 150.0 89" 60` 3.1" 1.1• 64' 3.1" 1.5' �✓ c Lu C1 125.0 - 103" 70 Dy" 3,0" ' 155.0 86" � 3 130.0 tot 0 135.0 09" 126' 6.7" 3.5' 160.0 83" 70 B9' 3.1" i.B' a o g 140.0 - 95" 60 3.0' 1.2' 165.0 81" 120". 3.1" 34" y 'l 170.0 76" 137" 5.8" 4.6' 1� 145.0 - - 02' 90 84 J.0• 1.7' 175,0 78" 80" 3.1" 1.2' p 8 160.0 - 89" 99' 3.0° 2.3" 158.0 86" 118" 3.5° 3.6" 180.0 74" 84` 3.1" 1.6° R 180.0 - 83" 60' 3.0' 1.3' 185.0 72" 90 99' 3.1" 2.2" 84' 3.0" 1.B' 190.0 70' 12W 3.7" 3.6' 165.0 - e1" 110 195.0 BB" 12l" 5.8" 3.7• 170.0 - 78' 99' 3.0` 2.5" ? 175.0 76" 110' 3,3' 3.3° 200.0 B6' 604 3.1" 1.2' 160A 74' 60' 3.0' 1.3' ++ 84' 3.1" 1.8" x 165.0 72` 120 84• 30 1 e' FOR BUILDOUT MOUNT MAXIMUM 110 SPANS AND PRESSURES,SEE Be"` 3.1' 2.6• , 110" 3.3' 3.3' dgg 790.0 70' 105' 3.1• 3.1' TABLE C ON SHEET 6/13 60• 3.1• 1.2' geg "J 185.0 68' Q �W 5$ FOIL BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84• 3.1• 1.8° ri 200.0 - - 68` 120 TABLE C ON SHEET 6/13 99' 3.1' 2.6` z 105" 1 3.1' 3.0' TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: eS 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 8 g 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN R COUNTY FLORIDA. IT pp 5 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND N IN"ACC COUNTY FLORIDA. 3 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN _ e SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN LT PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. q���!!! PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. u- lit y 3. THE 6.8 SYSTEM MAY TE MOUNTED WITH THE INSIDE AND `} 3. IN SEPARATION FROM GLASS 1S REQUIRED FOR a a ,a OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (�� 11`J wavwc�rt FW1ttLBB8u9ooPE IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE \\\`\J INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL THE FACILITIES. ],S'2335 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES SCALE; - AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT pAOE DESC0.IPTION; HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. §ggg 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR TNTERPOLATION BETWEEN SHUTTER SPANS IS NOT a eI HIGHER SPAN SHALL BE 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' USED. BE USED. I ��JI - %A%tK 2�v.E. '� t GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED 1N ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT ?Q CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE UI <6 O e d INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM r m m"o- MEETS MISSILE LEVEL"D'AND INELUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z Ngo 3 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W '�w 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE `"3 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK m s REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA 0w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED 1N ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E3996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV,BED BY A 1.5 e SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND (•1 ZONES,1N ACCORDANCE WITH ASTM E1996-09.T IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z w PLAN n 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 CL 07 VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, ti w �I 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 o. WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F C3 SHALL BE USED. F- 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC = s S1TE.6 9. THES INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL y-j v R ONLY.BE USED 1N CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME ¢¢ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER T� 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. F L w 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W 3 g CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W 'Eo VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N o$a� THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: m TOWN&'COUNTRY INDUSTRIES LOCKING MECHANISM SEE 8 FORT LAUDERDALE FL TYPICAL PLAN VIEWS r-„_ MISSILE LEVEL D-ASTM E1886,E1996&E330 _ lk TAS 201,202&203 e FLORIDA BUILDING CODE APPROVED �$ a 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 = x 1 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. 5 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 6 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". 3 g 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 3' ,S e s 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE OOPYf WFRMIXL RHWROO RE ABOVE-NOTED BUILDING CODE )5_233$ 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 - I- 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 SUR ALLOWABLE DESIGN PRESSURES ARE DESF �URE. 23. NEGATIVE BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OSLACK a 2.674" PROJECTION VARIES 3610' 1.994" O4 4,874'NAX, .068" 1,907' .997" 1.025" .115" � 2.702" 1.025" 1,706' • ,_ 1.825" R 125" 1.825" _ . .143" .143" Fu n 1.708" .100' 9' uM 100" 1.7 8" 100" a m .100" 1.7 8" 1r0 .068" 143 a ,099' .195" 70.195' _ N 96,. cu II 11.100" m .143• .195" .143' P .195" 19 .143'm TA QE„ .062' .062' .095" 062' a62 f N" • 6 2 630' •200' 1.069• 11111JS1 in 630' �2O 1.510' 062" 630' 1.510' w U••X 3"- .062' 62" .200" .062g1.2 62" .200" r m 608 630 1.2501. .971" ,598 > w€n m �p 2.822" 2.728' I:J a w o Z o 1,69' .971" 71" .09 , 0b9' w,030' 1.2 0" 1. 0" .200" .095" q i 5.745"M X. 5.745"MAX. 3.610" W 3:w w 3 V m LITE 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL a rL x 3 x Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O SCALE:HALF SIZE O SCALE:HALF SIZE e 0 SCALE:HALF SIZ SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS i 2.655' 1.825• 2.655" .875' 2.195' 1230' 1.825" 2.195" .510' W g k SOB 1.583'• '0 2.655' 2.365' ��.++.�.11 v' -I .600 .510" m �-1 .510' .460' ,085•MI-A. pig,Ng-� 'IY orto10 f `' n m b DN+ yd 400" I895•�� 0" a N 19, 105' c1 . m� c 105 ' I,05' a N I�TYP m e d o -J.060' m m f ' � TY 1+���" .075" TYP. 6 ,230" 1.069' .621' m 621' 2.300" 4.510'• .h 1I 985 l 4.510' I. 2.195' # ^04.5101 a g 250" k OSILLO SILL ADAPTER 1p EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR SCALE:HALF SIZE O EXTENDED SILL SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE R 1.994' 9 .143' 143' g 4.603" 30.225' • 1,708' 314•• y 4.140" 331 .060 .043" ,258" ,297" .150R 3.963' ,030R ,054" .0 2" c 1.570' 510' n v Q $; 1.625" .069., n1 .341' .069 o N m � 3.410' 9 1.721' 0,080' 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 133' ,682' .630' ,096' Q 10.0800 0.117 IIII Esgg N �I'.060• n` SCALE:HALF SIZE SCALE.HALF SIZE `0 •0 'C". .130' y .0 2 a 2,822' 0.115' 000Q § € 3 cu 621' fig 4.510" ~ 1B RADIUS CEILING HEADER/SILL N 0.096• ,I 1gb WALL SILL & g ,310' o m u• SCALE:HALF SIZE .180' ,080• SCALE.HALF SIZE COPI'RIGMFft4.1:LBE•MN�OP.E 4.102" 227 630• ,oa0'Dl R, 70 08;7 15-2338 p .054" SCALE: ' 9$6 .429' PAGE DESCRIPTION: CEILING 15 HEADER/SILL 6.8 STACK/CONECTOR SLAT/BLADE 14SCALE,HALF SIZE18 WALL SILL CLIP O °i SCALE.HALF SIZE SCALE:HALF SIZE V .37SO 195 125' 2.018' N 810-24 THUMB STAINLESS STEEL O f-,r•28F" {{' 1061' SCREW ASSEMBLY.3200 HOLEm It! .050" WHEELNYLON 'u 0 om . ra 8 0: 100" .240" c Oit` ZL 4 N 1 5' MAX. L ? TYP.AT EVERY OTHER t 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 01. ij a S SCALE.HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED (� j U w w tg ANGLE 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED ¢W I, '. SCALE.HALF SIZE 21 SLIDE ROD SCALE.HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB •'f ID w° O SCALE:HALF SIZE TURN OPERATED INSIDE. Z NO E z t-{,250• 23 BRASS PUSH LOCK NYLON WASHER SCALE:HALF SIZE 'u,w 3 xg OR ALUMINUM ,357' R!3 N O G (NYLON BUSHING 276, 1p S' 4.000' ¢ OPTIONAL) ,500' :e 14 x 2-3/4"410 HT S.S. Omp,062' • m , n PYL.NH SCI C ULTACOTE COATING SCREW W/ N -"� 2,250' MYP TOP&BOTTOM)WASHER, .154' .137' W=� 7/16"0 x 1/2"@ INTERIOR JOINT TOP .224' 7/16"0 x 1"�u1 INTERIOR JOINT BOTTOM 2.000' N c EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' .. o m 24 BUSHING ASSEMBLY DETAIL SCALE.HALF SIZE %oa.2 SCALE:HALF SIZE 27 RAINGUARD 2g DECORATIVE FLOOR TRACK z SCALE:HALF SIZE SCALE:HALF SIZE e 1fi36 978' 2.125' y m t f o 2.702" 2.642" --� E w .623' . .286' C \* 1.110' ,267' 2.465" ; m 2.405" .443' .443 vni m a` G, 2.209" 2.216" < o g .090' o q em 1.084' °� ^- 61.200" 10 a1.100" ry N N N .. N Nm ,190" .250" 250' .125 N 1,068' .239' n oog n ac.3.443' ,496' •7 ' cqui6' .125•'.;I'• .125" ,190' 125".160' ,001' ,062' .222'414 .062'• .176' o 2, ^' 0, 2g 2003 6.8 CENTER MATE 3p UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE S- -p° 6 SCALE.HALF SIZE SCALEi HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE%HALF SIZE SCALE:HALF SIZE INN u ,062' w STEEL NUT INLESS ^ �Oc NOTE:ATTACHMENT SCREWS FOR ' 5.500' x 13/16' WIDE ",400' F: END STRIPS SHALL BE 010 TORX HEAD STYLE VARIES w OR PKILM DRIVE SCREWS, $ g 'A y 30 Tv3SCALE:FULLSIZE THUMB SCREW HAND-TIGHTENED ONLY.-250''-f 0 rl 1 4-20x1 OR 5/16-1Bx1 M HILAE SCREW STAINLESS {: 0000 , °� a y r'cl) 5M /16"0 INTERNAL STEEL v m 0°1 COPYWAfPANKLBEh%-A OP.E ,188' THREAD b 0`'� a M TYP, 37 T-SCREW INSERT N ^• '' 1,Os0• 15-2338 - 4,500' - 4----x'.689' POWDER COATED.ZINC DIE-CAST SCALE:FULL SIZE m SCALE: PAGE DESCRIPTION: EDTA MODEL 2022 SECTION A 36 T--LOCK ADAPTER o �, ,254' 400 40b 40c _ PNDUSIRIAL SYSTEMS O I 7.000' L M OBOX LOCK (OPTIONAL) r- END STRIP 1" 9� 35 SCALE.HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE.HALF SIZE SCALE:HALF SIZE ;01 SCALE: HALF SIZE a tl ti 1,1; P.E. FASTENER @ 18"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN DIST. ` •• IN ANCHOR SCHEDULE). < a I• /S:_`' J�! 911 No. aF EMBED SILL (INTERIOR) Em W2 �R tk �gS ALT.DIR CTION AS 17 g OF ANGL LEG II I i.p aFm EMBED. �P (INTERIOR) 17 0.062"THICK 6063-T6 ����i�// •`$ ��J UM.ANGLE 1"x 1"MIN. Z EDG O 2"x 5"MAX,(ANGLE LEG 33 4 29a 296 AY BE REVERSEDI DIST. \__@1167\ ��11�f Qc p 6 9 ASTENER @ 18"O.C.IUSE ANY 13 15 13 29 296 8 13 13 13 ANCHOR SHOWN IN ANCHOR 27 B 23 13 SCHEDULE•1"MIN.EDGE DISTANCE). Z ry O &. ro & 1/4-20 THUMBSCREW EXTERIOR 3:55. 29 ik12 x 1/2"GALVANIZED BOTTOM ( ) w 3 m l 6.80"(TTP.) OR S.S.SMS,3/16'"0 ALUM. INTO CENTERMATES 1/3 N 3 f TO 2/3 SHUTTER SPAN ECEIVING OLE 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 7/4-20 LU z (EXTERIOR) SHALL D /8" O w•. g THREADED HOLE.LOCATED @ MACHINE BOLT 1&NUT MAX WIDTH UP �O yz 1/3 SPAN TO 2/3 SPAN FROM @ 1B"O.C. TO T'HEIGHT. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY a SCALE,3"=V-0" 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 OF BLADE,TYPICAL.FOR LOCKING CENTER MATES USE 111 BRASS PUSH LOCK SHOWN ON RANDOM ^ 1 SHUTTERS,A BRASS PUSH LOCK 23 OR 11 5/16-18 THUMB DETAILS SCREW I3 THREADED MAY BE SUBSTITUTED.WHEN USE WITH SEE END STRIP SCHEDULE w Y INSERT(377 AT 1/3 SPAN HOLE FOR THUMB 4F29 AS SHOWN,RECEIVING �.� TO 2/3 S'P'AN FRO 7M HOLE FOR THUMB SCREW MAY BE 7/16" �`+ FOR HAX.SPAN WHEN �'S RECEIVING HOLE SHALL BE 9U 13g4 USING GOa,60b OR LOE N0. a 3/B"MAX WIDTH,UP T so M.- END - O M 1"HEIGHT. gp I END STRIP SCHEDULE RUN C pv6K 1'BIO(2.7") 62 108'PSF SPAN 40 STARTER STRIP TO t USE APPROPRIATE g a - - ® 82 94" 40 PROVIDE CLOSURE FOR -� E �0 11 8 BUILDING CONDIBDNS. (_\/- o 13 1 75• 40 .� �> m 2g 2•BIO(3.7") 82 95 FASTEN STARTER o g I (INSIDE) ® 7i ea 2/#10 l"SCREWS/ ° o 3"0100((4.77 62 86" AT CORNER 82 79, ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). pr1 S a r 1.6'713" E SCALE,3"=1'-0'• ANY TRACK x0.093" W/SCREW BOSSES. ANGLEp SILL(/12.1.x0.125' EXISTING GLASS57 7 ANGLE Q 8$ �gyj 30 64 lie" v USE(t)BRASS PUSH LOCK INSIDE g ' 5 I USE 1)BRASS PUSH �p 111. _ OR(1 5/6-18 THUMB (INSIDE). $ LOC OR OR of 5/16-18 13 SCREWO THREADED I TTry et T 30 2'x4" 45 145" INSERT 37 AT 1/3 SPAN SILL A S EW IN 0 T REAOED INSERT`3 p x0.125' TO 2/3 AN FROM ag AT 1/3 SPAN TO 2/ AN 5 129' BOTTOM OF SHUTTER SPAN FROM BOTTOM OF (OUTSIDE) s0 12V SHUTTER.RECEIVING 4 1 1• HOLE SHALL BE 3/e" 70 118• a es MA><WIDTH,UP TO 1" 23 73 _ HEIGHT. THAN SHOWN SPANS STRIP S S 30 THAN SHOWN D CND STRIP OTYPICAL OUTSIDE CORNER CLOSURE SCNEDUIE,ENIPSTRIPSANGLE MID SPA A CCt DETAILS WO/CORNER POST U NG AN"CLIPANOLE MID SPAN 13 30 W IPG If iNW LBD00AWPF NTS AN NOR SCHEDUO0.0N iNE 13 23 13 SCREW SCNEDU BOLT 31 275 (OUTSIDE) 15-2338 SCREW OR U9.20 901T 70 END . SILL srnlP. USE 11)BOX LOCK AT 1/3 tAGE SPAN TO 2/3 SPAN FROM PAPE OESCRSPTION: BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE �� a CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS WAIN ' SCALE,3"=1'-0" IIIIIIi// 2 FASTENERS ALUM. TUBE _ ����, 6 �•• ���g EACH ANGLE 6063-T6 ALLOY - C2 CONNECTION TWE Q SEE TABLE A FOR SIZE. J \ REFERENCE ANCHOR XISTING J Q tl� rFF SCHEDULE FOR MAX. STRUCTURE -1"x2"x 1/B" SPACIN 1/4-20 MACHINE BOL3 oR 2"x 2"x 1/e" C1 CONNECTION TWE ALUM.ANGLE 0 REFERENCE ANCHOR W/NUT @ 12"O.C.OR=SCHEDULE FOR MAX k14 SMS @ 6"O.C.THREE 3/16"0 13 SPACING 1/ A I:AT �FALUM. 0 )TYP.TOP 8 BOTTOMm POP RIVETS D OR17 ALTERNATE THRU BOLTTHREE tt12 SMS, 3/16"m ALUM.POP C1 CONNECTION TYPE I- /i/ 9�q'�TYP17 RIVET OR N12 SMS REFERENCE ANCHOR � PI/4"MAX. IIa10"O.C,(TYP.) SCHEDULE FOR MAX. w p OR xa1�TABLEAOWA @ � SPACING FOR O jU WPRESSURE VS ALLOWABLE LFNGRi I w (� ¢Q"L9 3n2'k2'z1//8' 3'k3•xl/I8° MAY USE MALE OR I I 4N¢ WPSF No B0No BJ0 FEMALE LOCK-SLAT) Zog6z 13W 188° 13 ro GLASS SFF.PMAINIUN D•� 3 V0 7z 1:9 179' CC3TYPICAL CORNER CLOSURE DETAILSI �\ OR Dooa-�( Ta aass a C,W x 3 £ 02 U9• 172' NTS \ TARIE C: AC \\ u 92 114' 165' ALLOWABLE SPAN \ 1D2 110' 160' SCHEDULE FOR fi R = TABLE B(cc4) ALTERNATE THRU BOLT BUILDOUT MOUNT I-- l 0RAlzo Loa• Mr C5 CONNECTION TWE (DETAILF)PRESSURE VS ALLOWABLE LENGTH 97° 131• REFERENCE ANCHOR MAX 88° 114• 2"z2°x1/8° 3Xi"z111g° SCHEDULE FOR MAX. SHunER DES i6N PSF WITH B/O WITH B/O SPAN PRESSURE C1 CONNECTION TYPE p• I FROM PIN REFERENCE ANCHOR USHING 6z 113• 166' 1251N. +/-3D.f PSF SCHEDULE FOR MAX. t-- -1 WASHER(TYP.) LB{� LL 72 IOP IST 1211N. +/-31.1 PSF SPACING 1q �}�� vd$ 82 IDI' 147' usm. +/•31.9 PSF 11 1„ II 1151N. ./-32.7 PSF ___J/ 14x3/4"SMS @ 9"O.C. N 92 95• 139• ' - ANGLE TO TUBE CONNECTION ' n 1121N. +/•33.6 PSF � I 102 9O• 132• EXISTING 2"x 2"x.125" p- 1101N. +/-342 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE 5"=� ]20 6T 122° f071N. +/-35.2 PSFIso 7q• 109• 1051N. +/-35.9 PSFBLOCK oR 5 CONNEC110N TYPE200 1031N. +/-365 PSF WOOD FRAMIREFERENCE ANCHOR Eg 99• SCHEDULE FOR MAX. w U 1011N. +/-37.3P5F ✓-' �(�• bNNEQ N.FOR CONCRETE SPACING R BLOCK ANO 3/4'MIN. 991N. +/-38.0 PSF 8 FOR WOOD 951N. +/-39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a c 9z IN. +/4119 PSF _N ASTENER @ 1B"O.C. SCALE i 3 1'-0" (USE ANY ANCHOR SHOWN 891N. +/-42.3 PSF ISS $ IN ANCHOR SCHEDULE). 86 IN. )/-43.8 PSF 831N. +/-45.4 PSF (n BI IN. +/-465 PSF ACCORDION SHUNTER w 781N. /48.3 PSF PER PRODUCT APPROVAL W u S 761N. +/-49.5 PSF Q 741N. +/-50.9P5F 2"x 2"x 721N. I/-52.3PSF = z s 3/16 RIVET OR H12 090"6063-Tfi H= 701N. +/-53.8 PSF APPLICABLE AT TOP SMS C 18"O.C. OR ALUH.TUBE TYP. AN BOTTOM X o 1/4-20 NUT S BOLT 17 68IN. +/•55.4 PSF t '�pgg (TYP". 3/16"0 ALUM.POP 661N. +/•57.0 PSF 2"OR 3° Ei AlUll LUBE RIVET OR ii12 SMS �� �w w U g 6063-T6 ALLOY @ 16"O.C.(TYP.) SEE TABLE B 2"x 5"x 7/B' j 00 FOR�� 2 FASTENERS x CONTINUOUS w yq 13 F- x w o 1/2'HIM. § EACH ANGLE ALUMINUM ANGLE M. p w=.- 2°x 3°x%°x 2.175' 1"x 2"X.09 OPTIONAL ANGLE INSIDEr.o a J CONTINUOUS OR 2°x 6063-T6 ALUM. THREE 3/16"W ALUM. ORIENTATION TYP. GLASS ppb ANGLE,TYP o POP RIVETS OR 17 17 OR DOOR ¢ 2 Q 2"X Y4"x CONTINUOUS B q J, p THREE 1112 SMS,TYP. TO CLASS 2: u¢F 6061-T6 ALUMINUM 0 0 1"x 2" is u y 2" ALUM TRACKIA TENED6 " a OR 2"x 2`x 1/B" 13 ANGLE FASTENED TO _ ® 2yS ^, ALUM.ANGLE 6 MACHINE SCREWS AT 3' d 9R USE MALE OR FEMALE CONCRETE 1057 COPB4GNIFPMI(LaEANM00 PL LOCK-SLAT) 6 C4 CONNECTION TYPE FROM ENDS AND 9"O,C. 13 m REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 13 iy SCHEDULE FOR MAX. 1/4"0 ELCO ULTRACONS 2-1/2°MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: a g12z71/2-GALVANIZED (OUTSIDE) 4°O.C.FOR BALANCE HOST STRUCTURE(300D PADEDESCRIPTION: OR S. "0 ALUM. WITH l;;°MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP R , 4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2%" SEE TABLE C FOR MAX SPAN AND PRESSUAES NTS MACHINE BOLT g NU7 SCALE.3"a 1'-0" EXISTING CONCRETE, MIN EDGE DISTANCE, M CH O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3" 9 S EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYPO BC LE i NTS UT MOUNT SCALE.3".1'-0" 00 ,/111111111N//pp C5 CONNECTION TYPE ����` .4 ,,R9�•r, REFERENCE ANCHOR EXISTING i z FOR 9MSCHEDULE FOR MAX. STRUCTURE J#4C 0 FOR M a o,- ESSENTIAL SPACING 5"MAX. ESSEHIIAI a w&' � ClCONNECTION TYPE 1/4-20 MACHINE B 7 GLASS >' GLASS E TABLE w W/NUT 12"O.C. _ OR DOOR FACILITIES- w u u„ OR DOOR &FOR Hva w w u m REFERENCE ANCHOR 19 @ SEE TABLE 4 W IA !-w o C SCHEDULE FOR MAX. 1114 SMS @ 6"D.C.- SEE &FOR HVHZ ?Q z m SEE TABLE 2 FIA w o SPACING /2• ITYP.TOP S,BO77t�1b; OF 1 SEE TABLE 2 x w¢a FOR UK 3 = SEPARATION EPARATION FOR MR. 3 x w w l TO ANA GLASS w a_w it J •y ��. 1/4"-20 THRU BOLT W/ TO CUSS Q x o: 012 x 1/2"SMS @ 12"O.C. X z z m w LOCK NUT @ 12"O.C.OR S 1-w m OR 3/16"0 ALUM.POP ¢w.l ¢1¢.. p a O� 012 x 1/2"SMS @ 12"O.C.E.S. w r¢ RIVETS 6"O.C. OR 1/4"0 E y w o R / OR 3/16"0 ALUM.POP w'o ALUM.POP RIVETS @ 12"O.C. Q 0: �1d Uri RIVETS @ 6"O.C. E.S. x w OR 1/4"0 ALUM.POP RIVETS / w 11 AND 2� 1-w ZQ' w x••x 6 @ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN ESSENTIALF 13 Iw- j C f n4 a W LL Lw9 p'p / 1/4"MAX.FROM PIN 1/2" 1/2"TYP. GUIDE TO I G I- 110 w W t m z o g Q9 AND OO GUIDE TO BUSHING c WASHER(TYP.) SEE T = w x Z Nig ASSEMBLY WASHER(TYP.) m GLASS &FOR RVHZ N p a J W ' 3 w 1/2" 1/2"TYP. EXISTING CONCRETE, s 4 CONNECTION TYPE OR DOOR SEE TABLE 2 o z m •• �+u W w / BLOCK OR WOOD FRAMING w REFERENCE ANCHOR FOR MIN. Q 0:Q¢ 01 3 y EDG SCHEDULE FOR MAX. S�AAARGN F u(L 1- o w E: / 3 CONNECTION TYPE DIST. TO CLASS u w g REFERENCE ANCHOR SPACING AS SHOWN Q / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a REFERENCE ANCHOR DIST. SPACING AS SHOWN SCHEDULE FOR MAX. F- m 1/,•„ 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER o 6 R rvvcc��_III REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w o $� SCHEDULE FOR MAX. BACK ANCHORS NOT REO'D 1/4"MAX.FROM PIN BLOCK OR WOOD FRAMI ClCONNECTION TYPE / SPACING.ALT.FASTENER WITH THIS LOCATION 2„ GUIDE TO BUSHING m / LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) N Z / 1/4"MAX.FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 ' WITH THIS LOCATION SCALE 1 3 1'-0" SPACING w 6 PIN GUIDE TO 5 CONNECTION TYPE BUSHING WASHER �\ I REFERENCE ANCHOR (TYP) OAINSIDE MOUNT SECTION SCHEDULE FOR MAX. Fy a o cm SCALE.3 1'-0" EXISTING CONCRETE, SPACING � p M / NOTE:FOR DETAILS A,B.D AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED, THE BASE TRACK MAY BE INSTALLEO IN SECTIONS' WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION Z A MINIMUM OF TWO SETS OF ANCHORS AND IS A O - u „� �— TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"=1'-0" \� g¢ IaY USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING ^^�� r OVER THE GAPS BETWEEN SECTIONS. �-�!' m EXISTING 3 a EXISTING CONCRETE, ,,,F,-., STRUCTURE o g BLOCK OR WOOD FRAMING EDGE IST sF', 5 4'CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION 882 a v EMBED. 1 CONNECTION TYPE '.�aREFERENCE ANCHOR EMBED. 5 CONNECTION TYPE /EXTRUSION 91 01 REFERENCE ANCHOR !--=fRHEDULE-FOR MAX. REFERENCE ANCHOR N SCHEDULE FOR MAX. wSPACING-1 SCHEDULE FOR MAX. SPACING AS SHOWN - SPACING L�w, F IN DIAGRAM ON PG.10) `+.a 1416 &�..,,R 2Q 1/2" L/• 3 4 w o y 1-W W O V GLASS4 ?gym ¢ w OR DDDR &FOR N4HZ 13 � w w o FOR w w I m kl"" ? v' EJ N 1/2" w N12 x 1/2"SMS @ 12" SEE TABLE x x w w F- a o ~gym O.C.OR 3/16"O ALUM. 4p�AR SEPARATION Q4 w o w_ 13 /•w x w- ow: w D 0 G, POP RIVETS @ 6"O.C. X o z m GLASS OR &FOR HVHZ x x FOR /-w N w o OR 1/4"0 ALUM.POp Q a Q F DOOR N _w ,, 5 t� 13 =x x RIVETS @ 12"O.C. E u N II FOR WN. X z o z CO alp GLASS a F-z u w u u SEPARATION ¢w Q Q T OR DOOR RMLZ SEE TAKE 2 X 2 0 z m TO GLASS 1/4-20 S.S.MACHINE E a u F Q7 AND 0 1/4"MAX.FROM PIN Q a SCREW e.NUT u 1/2" GUIDE TOB SHINGz� $ 12"0 C @ �� u an ASSEMBLY 1/2" TYP. WASHER(TYP.) p 1/4"MAX.FROM PIN m o 1/4"MAX.FROM PIN ,q X 4 CONNECTION TYPE w o 1/2'• G I E TO BUSHING ' GUIDE O BUSHING w 1 A 2 WASHER ITYP.I B & r Y WASHER ITYP.) EDGE REFERENCE ANCHOR ( ,g a a 5 6. E%ISTING CONCRETE• DIS . SCHEDULE FOR MAX. C2 CONNECTION TYPE W���/EXTRUSION 2 CCVfRIGMFlW`ttLBEhfiI.WDOPE 1 E m SPACING AS SHOWN 5 CONNECTION TYPE V EXTRUSION $1 a BLOCK G 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. _ n OR SCHEDULE FOR MAX. SPACING SCAM - 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE 012 x 1/2"SMS @ 12" PAGE DESCRIPTION: $ 6063-T6 ALUM.ANGLEM- Es EFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, CHEDULE FOR MAX. POP RIVETS @ 6"O.C, LOCATION.FRONT AND BLOCK OR WOOD FRAMING IMAY BE REVERSED BACK ANCHORS NOT RED'D E AS SHOWN DASHED) PACING OR 1/4"0 ALUM.P WITH THIS LOCATION OWALL RIVETS @ 12"O.C. 9a� SCALE 30UNT�SECTION OE SCACEILLE:3=V--IDE MOUNT SECTION WALL/BO SECTIONUILO OUT r SCALE.3"=T-0" z . g FOIT ASTM 5E 541i1A� '� FFAOCIR NEYfRE TABLE 2 vi EXISTING ALT.LEG DIRECTION 1/4-20 ••••/I Q GLASS OR NUL SEPARATION TO Z STRUCTURE MACHINE O 1 1 ZO OR Ci= 130 n a (2)6063-T6 ALUMINUM BOLT W/NUT Y.Y w F ANGLES PER BEAM END, @ 12"O.0 OR DOOR ¢M SIZE PER SPAN TUBE m u x ° I ALL SCHEDULE #14 x 3/4" = I-Q z Q POINTS SOLID SMS 6"O.C. SPAN TUBE SCHEDULE i • T n°•° o SET ANCHORS SPAN TUBE NUMBER OF -I WITH 7/8"MIN. ALLOWABLETU13E NUMBEROF ANCHORS PER MINIMUMAN :=i1 w a PER DESIGN IA N z EMBEDMENT IN TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH p• \\ Q L7 CONCRETE OR % ACCESS HOLE SCHEDULE SIZE SPAN �� H w N BLOCK,3"MIN �',� 70P BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM A l7A • w F• w SPACING AND TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 111uT,' U Z H ❑ 3"MIN EDGE e w❑ X DISTANCE, - Z j 60' 123.8" 135.2' 2 2 2 3 4" 7- �¢ m V u W J'A 5 6 �� p 25'SY" 96' 101.7' 106.9' 2 2 3 3 7' 7" f 11 Q W Z ' 0:w 123' 68.9' 94.4' 2 2 3 3 T 7' L�j1 L t0$IL!o g 1 _ 3"MIN. 14 16 0=m so' 129.1° 767.01 2 2 2 3 4• 7" Z O q ^' ED.DIST. u u OC 2"6'k u 5 OR ASIU ESSENTIAL FACILITIES 19 u VI Q 98' 114.8` 124.7' 2 2 3 3 7' 7' W w "m 1 A SEE TABLE 4&FOR HVNZ SEE 0.125" 123" 102.8• 109.6" 2 2 4 4 10' 10' FROM PIN GUIDE TABLE 2 F NM.SEPARATION waw 60" 138.0• 198.9" 2 2 3 3 7" 7° 'A C X 7o BUSHING WASHER(TYP.) GLASS w 0."' ❑W j 3 OR DOOR TO GLASS VIN m 2'k8'x 98" 122.7" 155.7' 2 2 3 4 T' 10' ,p IU•• 4 Two 1/4"0 WOOD 1/4"0 THRU BOLTS =K Q 0'125 123' 115.4" 137.5" 2 3 4 6 10" 13^ "�❑ LAG SCREWS @ 24" SEE BEAM �' ~ 60' 158.1" 240.0' 2 2 3 4 T 77- D.C. 0^O.C.MAX.WITH 2" 3"MIN. SCHEDULE FOR w 7875' THREADED PENETRATION ED.01ST. SQUIRED N MBER 96' 140.6" 229.8' 2 3 4 0 10" 18° m "T"INTO CENTER OF STUDS it a 123' 132.2^ 203.1" 3 a s 7 13• 19^ .+ S 6 � EMB."T' 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.F OM PIN GUIDE SPAN TUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" TOB SHING Was ER TYP. 1. x .7 OR ANGLES FOR 2'x5'&2'x6'BEAMS. PLYWOOD& STUDS FOR TRACK 1/4"0 ALL 2. USE 2'x5"xI/4"ANGLES FOR 2"x8"&2"x10"BEAMS. TUBE POINTS SOLID m 3. USE BEAM SCHEDULE FOR DETAIL I. N{ E STUCCO FINISH 1"x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN W 8 6063-T6 ALUM.TUBE WITH-- MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. I-a ❑c 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 iv W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN ❑.v6� M SPACING AND 3" I 121 6A63-T6 ALUMINUM TUBES SHALL HAVE 70P BEAM LIMITATIONS(INCLUDING SPANS, ❑„y gs MIN EDGE I.I ANGLES PER BEAM END, OR#14 x 3/4 SMS @ ANCHORS,ANGLES AND BOLTS)),WITH THE SHUTTER SPAN TAKEN zm< OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABbVE AND BELOW THE BEAM. z uj SCALE:3"=1'-I ALSO BE USED EXISTING SCHEDULE ACCESS HOLE 6. IAP BEAMS ARE NOT ALLOWED. Y❑ y AT TOP STRUCTURE ALT.LEG DIRECTION 7. ALL TITANS AND ANGLES TO BE 6063-T6 ALUMINUM. �'�\ � rr EMBED. L• c 61 0 $ MAX.DESIGN LOAD=s 72 PSF � o g O BEAM SPAN SECTION m -GLASS w SCALE 3"=1'-0" Q d b FOR a IM�ESSCN11Pl OR DOOR j in FVH ZSEE TABLE 2 13 V=) n EXISTING WOOD ❑ FOR WIL SEPARATION TO )( Q TRUSS OR RAFTER 1/2' 3" 1/2 1 I m @ 24"MAX.O.C. -1/2'-1/2' i a a 1 \ w YtnEXISTING FINISH MATERIAL 5 6 1/4"MAX.FROM PIN GUIDE ❑ , n 8 16 TO BUSHING WASHER(TYP.) 1"x 4"x BE /THREE wm I y 5 59 1/4"TILE(TYP.) ALUM.TUBE W/THREE I1 i FINISH MATERIAL 1/4"H W000 LAG 11 I \ w °`-`�`�` fill 8 SCREWS WITH 2-3/4" I ALTS�T�'! w, 3/4"PLYWOOD MINIMUM THREADED �' o s± •I & -1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD @� e DR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS \\_ 24"O.C.MAX.WHERE 5 6 p GALV.OR S.S. TUBE EXTENDS BEYOND ' dC iBLy H E 0 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LASTTRUSS MORE THAwu 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO 2"x 5"x 1/8"6063-T6 0: �m ALUM.ANGLE W/THREE OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/8'• NEXT TRUSS. \ Fw>>0: 1/4"0 WOOD LAG 5 = MIN.EMB. IN WOOD SG=0.42.TO 0.55. \ F m=❑ w o SCREWS WITH 2-3/4" 00PYfd01R1MAYLBE}N3ROOP.E 1/4-20 S.S.MACHINE SCREW(al 13 =_ x.- MINIMUM THREADED 12"O.C.IN BETWEEN TRUSSES w o Iwn PENETR."T"IN WOOD 15-2338 EXISTING CONCRETE, �'•E WITH 1/2"0 ACCESS HOLE ON L7- �0 _ HOLLOW BLOCK OR L` BACKSIDE OF TUBE OR#14 SMS X z❑z m EACH RAFTER OF TRU55, SCALE: d WOOD FRAMING,SEE 2"x 5"x 1/8"CONT. w Q �' ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN <�D a F 24"O.C.MAX.WHERE PAGE OESCR7VTION: ANCHOR SCHED.BASED L ON TYPE OF STRUCTURE N ANGLE EXTENDS BEYOND � Q LAST TRUSS MORE THAN D s 72 P.S.F.) 6", EXTEND ANGLE TO O m (MAX.DESIGN LOA (MAX.DESIGN LOAD t 72 P.S,F.) NEXT TRUSS. .PASS THRU DETAIL TRUSS MOUNT SECTION O SCALE,3 1'-0" O SCALE.3"=1'-0" a\\\\ VK' GLASS OR DOORS 2" FOR ASIDEWIIAI S FAr ]&,5.SEE TABLE GLASS OR p� DOORS OR m TAEtE 2 FCR RPL W J DOOR ___ ___ SEPARATION TO CLASS FOR w} FQt O:O N wom w.- FOR Fuvwim FOR w"W7 qFF TAFKF It Fw I-NNom I ^}g`g\� zg SFPAs FOR TO XNUajtl �QASSN TO =Z~ 13 z0vwio 4"MIN. an:I-: 4> W m z o W '8 a RADIUS HE�AD�R�QUNTED 'a�g Z=o 73 I-m 13 w tt x Cl CONNECTION TYPE v a PARTIAL E EV TIuuINv -�y m 1 w r z F JUN REFERENCE ANCHOR Q N SCALE 3'- 1'-0" Z a w SCHEDULE FOR tttt���� F 20 J N 20 Q Q SPACING `1 ..250 W 'i w„ m d 250" _ .250" a I N m J /: 1/4 N TAPCON @,-24 CB CONNECTION TWE i B8 p w $ i O C WITH 1 1/4 MIN'' REFERENCE ANCHOR .t0-i O 3L / L-•EMBEDI.`.:,_ �;�';�'S`^':, j0 SCHEDULE FOR MAX. W- a SPACING EXISTING CONCRETE OR EXISTING \\—BLOCK ONLY,WOOD STRUCTURE FRAMING&WOOD ANCHORS /� EXISTING HOST STRUCTURE E w �ID7 ACCEPTABLE / O WALL MOUNT SILL DETAILVATEI A FINISH m 1/4"MAX.FROM PIN ATERIAL w GUIDE TO BUSHING u. \ SCALE.3 1'-0" !O ti DIST O DECORATIVE FLOOR TRACK DETAIL § Q �?' WASHER(TYP.) 5 6 CUT IN 4"INTERVALS '' 4+'' •t'% �` _ \ N 0 FOR U E(SEE '"m SCALE 3"=1'-0" hy[ d' RECESS'StIL DETAIL- \\In DETAIL fP1J� FOR ADDITIONAL p�rS �F'��p o ` �� SCALE.;`3==1'-0"'•F'NS::Y :�',1/ INFO). TYT.TOP 8 BOTTOM. z 3 w�/�.6 o FASTENER @EACH 4"CUT 1b, 8. oz Iii \ SEE ANCHOR SCHEDULE BASED A x°. t 3 z ON C4 CONNECTION TWE TO mm � o z 1/4"MAX.FROM VERIFY ANCHOR SPACING a ORP S u PIN GUIDE TO IS ACCEPTABLE BUSHING ASHER v �"T%t'�I• ��Y44b ITYP.l3� J z »ml.ro a.- BI 2BE W.ww.w E 3� 0 � \ / w �y i w 1/4"MAX.FROM PIN GUIDE of S TYP.BOTTOM EXISTING j, 1/2" TO BUSHING WASHER TYP. R STRUCTURE 1/4-20 MACHINE BOLT y W/NUT @ 2"O.C. R 1 19 CUT AT INTERVALS TP, J EXISTING FINISH FORM CURVE[SEE DETAIL MATERIAL 1 CONNECTION TWE e REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING(FASTENER ea 1"x1"xt/B"&1"K2"xi/8" @ EACH 4"PIECE 6063-T6 ALUM.ANGLE CUT TO 1"xI"x1/8"a 1"x2"x1/B•• O CURVED TRACK SECTION DETAIL MATCH AND PROVIDE SUPPORT 6063-76 ALUM.ANGLE CUT TO P Inn OF CUT ShnIUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE,3 1'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS PZ a 9 Y' $ FRONT OF EXTRUSION IS FRONT AND BACK.WHERE CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED. CONTINUOUS REINFORCEMENT P1 ee� IS NOT REQUIRED. `� a6 APPROVED MOUNTING 0 V HIM ,e Mg CONDITION,MIN.OF TWO PER B APPROVED MOUN7LNG WGYPoGKIFMV(LEEN:67DOP.E PIECE CONDITION,MIN.OF TWO PERPIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF 6CALEt S TWO FASTENERS PER CUT TWO FASTENERS PER CUT PAGE OESC0.1P7ION: PIECE PIECE TYP. SECTION FOR SHUTTERS @TYP. ALTERNATE SECTION FOR SHUTTERS P1 �/ 91 SCALE:3'• 1'-0' P?SCALE.W- 1'-0' - ANCHOR SCHEDULE: CONCRETE �" E ; TOP FLANGE 2 x S fd OUTSIDE +'� " •A9Q'•, 2.5"MIN EDGE DISTANCE ANC ION(SEE SPACING y SECTION X) - SDans UD TO 6'-0" SDanS UD TO B'-8" $Dan9 UD TO 13'-0" O �� ��17 2 LOAD CONN TYPE CONN TYPE CONN,NPE',��; o ANCHOR (Ps0 Cl C2 C3 C4 CS C6 ClC2 C3 C9 CS C6 Cl C2 C3a`C4b b C6 x = *: 1/4'ITW TAPOON OR ELCO-?.':48e=160'116.0"J160'16.0"16.V'16.0"16.0"16.0"110.5-110.0"16.0"13.0"15.5"16.0" 6.S;i:5'AJ .._9.0" O O O ° ULTRACON WITH 1-3/4' -'-625 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" 8.0" 7.0" 13.0"10.0"11.0"10.0" 5.0"lr4l0".i!6'.W' 7.0'• TA M 1 x 5 TYP.) 3 OR 4 HEADER/SILL EMBED(3192ps1 MIN CONC) 72 16.0"L6.0"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[u1 INSIDE O --- BOT.FLAN E ANCHOR(SEE SPACING ✓ �tJ f,lr' 110 14.5'14.5" 6.0" S.S" 8.5' 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.5" 6.0" S.W. SECTION X) '�✓i tF Or i pt 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" SIDE CLOSEST TO OPENING / "y •S 1/4"MILLENIUM MILLFAST 4R 16.0"16.0"16A"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.D"14.0"14.5"14.5" 6.5" 6.0" 9.0" 9.S' •U,• WITH 1-3/4"EMBED(327SPs1 62 16.0"16.0"13.0"12.0"16.0"L5.5"16.0"16.0" 2,0" 7.0" 12.0".11.0"10.0" 9.0" 5.0" 4.0" 5.5" 7.5" / �v'x 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.Wl 4.0" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING, • j U w u 110 13.0"13.0•' 6.0" 5.5' B.0'• 9.0" 8.0•' 7.0" 4.D" 4.5" 6.0'• 6.5" 5.s" s.s•' SPACING DIAGRAM FOR Cl CONNECTION TYPE: q 200 6.5" 5.5" �� 5.5" 6.S' S.5'• S.S' 6.5" 5.5" Cl CONNECTION TYPE USING PIECE Q OR Q t m W o ggg E 1/4'ELCO CRETEFLEX 554 48 16.0"16.0"16.0"36.0"I6.D"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 8.5" I2.5"34.0" ti ° W/2"EMBED(3350ps1 MIN 62 16.0"16.0"36.0"16.0 16.0 16.0"16.0"116.0".12.011 10.5'•16.0"16.0"14.5"13,5" 7.a•' 6.5" 8.0" 11.0" W w "w CONC) 72 16.0"16.0"15.5"14.5"16.0"16.0"16.0"16.0"10.0" B.5" 12.5"14.0"12.0"10.5' 6.0" 5.0 MY ) COMBINATION N6.0" 9.0" 10.0 B.0" 5,0'• 4.0" 5.0" B.0" 2 x 5 TYP. / 1 COMBINATION o 200 10.0" B.0" 5.0" 4.0" S.0" 8.0 10,0 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" B.0" 5.0" 4.0" 5.0" B.0" w 1"MIN EDGE DISTANCE / 10 COMBINATION .aD1/4"ITWTAPCON OR ELCO CI C2 C3 04 CS C6 Cl C2 C3 G6 CS C6 CI C2 C3 C9 CS C6 OULTRACON WRH 1-3/4' 48 16.0"16.0" 7.5" 7.5' 16.0" 7.5" 16.D' 16A" 5.0" 4.5" 16.0" 5.5" 15.0"15.5" 9.5"EMBED(3192ps[MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"16.0" 12.5" 4,0" 10.5" 9.5" 6.0"BED(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" 1 x 5 TYP1310 1A.0"14.0" 6.5" B.5" 7.5" 4.5" 7.0" 6.0" ^' !{ 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" 1/4'MILLENIUM MILLFAST 46 16.0"16.0"33.0"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, W' WITH 1-314"EMBED(3275ps1 62 16.0"16.0" 9.0" 8.5" 16.0.10.5"14.0"15.0•• 5.5" s.0" 9.5" 7.s" 8.0" 7.5" 4.5" s.0'• SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: „I MIN CONCRETE) 72 i6.o"16.0" 7.5'• 7.0•' 16.0" 9.5" 11.5"11.5•' 4.5" 4.0" 7.0" 6.5" 6.s" S. 4.5" - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE RF�q 110 10.5"10.5" 4.5" 4.0" 6.D" 6.0" 6.5" 5.5 4.0" 5.5" 4.5" AN ONLY M 200 5.5" 4.5" 5.5" I.W. S.5" 4.5" - C4 CONNECTION TYPE USING PIECE®OR ® WITH �-5o v 85� 1-1/4"MIN EDGE DISTANCE 'I OUTSIDE ANCHORS ONLY y m a ANC ALL-POINTS SOLID-SET C1 C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 m z V ANCHOR W/7/8"EMBED& ANCHOR NOTES: U 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5"ME 16.0 30.0"16.0"16.0" 6.0" 5.5" 16.0" 7.0" 10.5"I3-0" 3.5" 3.5" 6.5" 4.5" g 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING FF (3000pl MIN CONC) 62 16.0"16.0" 7.0" I6.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" 4.0 3.5 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ;. 9 w 72 16.0-116.0"1 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(P9 1). 3 j m •� 110 10.0"10.0" 3.5" 6.0" 4.5" 6.0" 5.0" 3.0" 3.0" 5.0" 4.0 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o c 200 5.0" 4.0" 5.0" A.0" 5.0" 4.0" a o g 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHAN R a1 a EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER O m ANCHOR W/7/8"EMBED& Cl C2 C3 04 CS C6 Cl C2 C3 fi3 CS C6 CI C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 00] $ 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16_U'16.0"14.0"13.0"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. (3000PSI MIN CONC) 62116.0"116.0"116.0"15.0"16.0"16.0"16.0"16.0"10.0" 9,0" I5.0" 5.5" 7.0" 9.0" CF 72 16.0"16.0"13,0"12.0"16.0"16.0"16.0 16.0" 8.5" 7.5"111.01120-110.5"19.0- 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER k ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.01' 3.5" 4.5" 6.S" 8.5" 7.0" 4.0" 3.5" 4.5' 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS SS DROP-IN 2-518"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS Cfi S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1°EMBED(3000PSI MIN 46 16.0116.0116.0116.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13_0"12.0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY. CONC) 62 16.0"16.0"12.0"I1.0" 6-.-W 14,5"15.0"16.0" 7.5" 6.5" 10.0"10.5" 8.5" B., 7.0° 8 2S 6D fi. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED € •,�-u 72 16.0"16.0" 9.5" 9.0" 16.0"32,5"12.0"12.5" 6.0 5.5" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q p� 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 07 200 5.5" 5.0" 5.5" S.0" 5.5" 5.0" FINISHES. u 1/4°POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 'E W/1/4-20 SS BOLT ANb Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1°EMBED(3000ps1 MIN 48 16.0"16.0 16.0 16.0"16.0"16.0 16.0 16.0"11.0"10.0"16.0"14.0"13_0"13.0" 6.5 5.5 8.0" 9.5'• MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR CONC) 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0" B.0" 7.0" 10.5"11.0" 9.0" 8.0" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES, 72 16.0"16.0"10.5" 9.5" 16.0"13.5"13.0"13.0" 6.5 5.5 B.0" 9.5 7.5 6.5" 6.5'• S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER A a u � F� 110 12,0"11.5" 6.0' S.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" SHALL BE LOCATED 1N CENTER OF NOMINAL 2'x 4°(MIN.)WOOD SND.3/4' w EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . G SCREWS SHALL 200 6.0" 5.0" 5.5" 6.0' S.0" 5.5" 6.0" 5.0" 5.5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. ;;aa rr5 � yap� 2"MIN EDGE DISTANCE 8 "P if12 SMS W/2°EYEVlALL Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 C3 C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN C0FYMGWFnMXL5ER0RWRE ARMOR INSERT EY W 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 n (2000ps1 MIN CONC) 62 16.0"16.0" 9.5 9.0" 16.0"10.5"16.D"16.0" 6.0" 5.5" 12.5" 7.5" 10.519.5" 3.5" 3.5" 5.5" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE: - 72 16.0"16.0" 0.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" 8.5"17.5- 3.0" 9.5' 4.5" ppcE 0E6C8FPRON: B 110 13.5"13.5" 4.5" 4,0" B.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 8Y 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 WINGNUi. #12 SMS W/2.75°EYEWALL 4B 16.0"16.0"36.0"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" !0. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. eo ARMOR INSERT W/2.5" 62 16_0"16.0"13.5"13.0"16.0"15.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5"12.0" 5.S" 4.5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO �7 9 EMBED(2000ps1 MI CONC) 72 16.0"16.0"I1.0"10.5"1fi.0"13.5"I6.0"16_0•' 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL 130 16.0"16.0" 6.5" 6.0" 10,5" 9.0" I1.0" 9.5" 4.5" 4.0•' 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK IL.11 �r$ 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" 4.5" 5.0" 4.. mm ����m��®ate � 0MMMMMEIRH Mm®mmmmm mmm P M MmE Im '• ®MMM��®����® ���®®mmmmm MM UMMIMM ®® �� , mmmmmmmm®MEF1�1N ���E��M��@f��MMMQ�lMM��®m � �i I ;. Ql�mmmR�mmmmmmE�EW®�� mE� mmmmEmmmmmm mmm®m�� mmmmmmmmmMmmmMmEmmMMmmgy ®M®///malm IMM ! .. ■m©©mmmm©m[�m0mm©0©00m00mmm�mOmm0m00�m • mmmmmmmmEL���FS3�tE�mm% /// � MIN ®®� %/////%// //imm®mQ�Fi� mol ®®mmmm mom .1/4 EMBED , /,/, ��� all NER i % ��i� no NEI LUM MUM mil milill loll ANCHOR W1 1-1/4"EMBED EMU �[�!o©mmmmmmmo©mm©mm©mmmo©m©2"MIN EDGE DISTANCE mmmUALLIAMAILKHR 3"MIN m© Fill EM ■mm©m©mmEDGE DISTANCE ®©mmm©mm©o©�.©mmomm ess�l 11-3/4'EMBED m ii/ iii10/10111/0/11/011 / ' ®MEMMMEW/iii/i ��%� iiiii�/ii �mmmdmmmmmr�m©mm©mm©mmm©momm®mom � "" ' m ®;i® ®i�fi ji f� ' ice%/%i% M� Maj %iiia ' ���' ii ®01/0000 iii/�/// /j i/i /®®�®�®moi/� , //� %///// am � 11 11111111 ,57 XI7M4I,1,, Kp° s -0_-. TME OF CH DOLE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=0.55) ANCHORS E 3/4'•MIN EDGE DISTANCE y� 2"MIN EDGE DISTANCE G Spans Up 7o 6'-0" Spans Up To W-8" Spans Up To 13'-0" 'L= X L Spans UP To 6'-0•' Spans Up To e'-e" Spans Up To 13'-0" LOAD CONN TYPE CONN TYPE CONN TYPE )U'�w d r G LOAD CONI!TYPE CONN TYPE CONN TYPE O ANCHOR (psf) ¢ x CI C2 C3 C4 CS C1 Q C3 C4 CS C1 C2 C3 C4 CS UI 6 W.l7.g e i ANCHOR (ps0 Cl C2 C3 C4 CS CI C2 C3 C4 CS Ci C2 C3 Gi CS 1/4°LAG SCREW WITH 1-3/4 48 16.0•'16.0"11.5"I1.5"16.0"16.0"116.0" 7.5'.17.0-- 16.0•'16.0"16.0" 4.5" 4,5" 15.0•' t m W @@@ 1/4"POWERS TAPPER+W/ 48 15.5'15.5" 6.5"16.5- 15.5"10.5"10.5" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16A" 8.5" 8,5" 16.0"16.0"16.01• 5.5" 5.51• 16.0•'16.0"15.5" 3.5'• 3.5" 9.5" Z 0 3 , 1-1/4-EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.S' 4.0" 72 16.0"16.0•• 7.0•' 7.D" 16.0•'16.0'•16.d' 4.5•' 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.5" W 72 10,5"10.5" 4.0" 9.0" 6.0'• 6.0" 110 16.0"16.0" 4.5" 4.0" 13.5"14.0"12.0" 3.0" 2.5" 7.S" 11.5•' 9.5" 2.5" 2.0" 6.0" z 110 5.51' S.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" b w '� s 200 n 7/16"WOOD BUSHING WITH 48 16.0•'16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5" 5.0" 13.0'• 7.5" 7.5" 3.5" 3.0" 4.5" e m 012 SMS W/2°EYEWALL 48 I6.D"16.0" 8.5" 8.5" 16.0"13.0"13.0" 5.0" 5.0° 12.5•' 7.5" 7.5" 3.0" 3.0" 4.5" i� 1.13°MIN EMBED&1/4-20 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•' ¢ O ARMOR INSERT W/1-1/4' 62 14.5'•14.5" 6.0" 6.0" 14.5" 9.5" 111.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" D SS MACHINE SCREW 72 12.5"12.5" S.5" 5.0" 11.0" 7.5' 7.5" 3.5" 3.04 4.5" 4.5" 3,5" 2.0" 2.0" o EMBED p p 72 12,5"12.5" 5.0" 4.5" 1101 7.5" 7.5" 3.0" 3.0" 4.S" 4.5" 3.5" D 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0 3.5 3.0" m x 110 7.0" 7.0" 7.0" 4.0" 4.0" 3.S" 3.5" 3.0" O 1" •" D 200 3.5" 3.0" 3.5" 3.0" 3.5" 3,0' F� 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3 114 SMS 114 WOOD SCREW 48 16.0"16.0"13.11'•13.0"16.0"16.0••16.0" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5.0" 12.0" D^i ORI/4"GGWERS TAPPER+ 62 16.0"16.0" 9.5" 9.5" 16.0'16.0"f6.e" 6.11" 6.0" 16.0"13.5"12.5" 4.0" 3.5" 7.5" WITH;_3 4V THREAD ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"16.0" B.0' 7.5" 16.0"16_0"16.11' S.0" 5.0" 12.11"31.5"10.0" 3.5" 3.0" 6.0" y 4+ 110 16.0" 9.0" 7.5" 2.5" 2.5" 4,5" W O 8 4"MIN EDGE DISTANCE 200 9.0 7.5 2.5 2.5 4.5 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 0." 6 � Spans Up To 6'-0^ Scans UD To 8'•8" Spans!p To 13'-0" ; �1 1-p, �o I LOAD CONN TYPE CONN TYPE CONN TYPE m ¢n ANCHOR Osl) CS CZ I C3 I C4 C5 Cl I c2 I C3 I C4 I C5 CI I Cz I C3 C4 C5 ANCHOR SCHOULE: WOOD (G-0.42) 5/16°ITW TAPCON XL W/ 48 16.0"16.0•'16.0•'16.0"16.0"16.0"16_0"16.0"16.0"16.0"16.0"16.0" 51' Zm A Q"- 2-1/4°MIN.EMBED 62 16.0"116.0"116.0"116.0"16.0"16.0••16.0"12.5•'11.5•'16.0"16.0•'16.0"Ni";8.0" 7A" 3/4•'MIN EDGE DISTANCE �9 U „E 72 16.0"16.0•'16.0"15.5"16.0"76.11"16.0"10.5" 9.S' 15.5"14.5"12.5" 6." 5.5" 8.0" �'j Swns Up To 6'•11" Spans Up To e'-8" Spans Up To13'-0" id f a Sa 110 16.0•'10.0'• 9.0•' 14.D"14.5"12.5" 6.5•' 5.5" 7.5" 12.0"A6.0- i6l, o{_� ANCHOR LOADCONN TYPE CONN TYPE CONN TYPE200 12.0"10.0" 5.5" 4.5" 6.0" 32.0"10.0" 5.5" 4.S' 6,0" 12.0" x a (ps0 CI C2 C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 CS iJ5/16"ELCOULTRACONW/ 4816.0"16.0"13.5"13.5"16.0"IG.O"16,0" 8.0" 7.5" 16.0" 9.5" 1/4°LAG SCREW WITII I-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"2-1/4"MIN.EMBED 62 16.0"16.0•' 9.5" 8.5•• 16.D"12.0"12,5" 5.5" 5.0'• 8.0•• 6.5" 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"72 36.0"16.0" 7.5" 7.0'• 14.0" 9.5" 9.5" 6.0" 5.5" v 72 16.0"1G.0" 5.5" S.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9,5" 8.0" 2.5" 2.0' 5.0" a z 110 8.5" 8.5" 5.0" S.5" 110 75.11'.'14.5" 3.5" 3.0" 9.0" 9.0'• 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 20' 4.0" U B 200 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.11" 2.0" 4,0" 7.5" 6.0" 2.0" 2"MIN EDGE DISTANCE 114 SMS 014 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"16.0•'16.0•' 6.0" S.S• 16.0•'11.0••11.5'• 3.5" 3.5" 7.0" 9 Ci -- ClC2 C3 C4 CS CL C2 C3 04 C5 CI C2 C3 C4 CS o OR 1/4°POWERS TAPPER+ 62 16.01'16.0•' 7.0" 6.5" 16.0"14.0"15.0•' 4.5" 4.0• 9.5" 8,0" 7.0" 2.5" 2.5" 4.5'• Fi O WITH 1-314"MIN THREAD 0125M5 W/2"EYEWALL 48 I6.0"16.0"10.5"10.5"16.11"16.0"IG.O" 6.5" 6.5" 16.0"112.5"12.5" 4.0" 3.5' 7.5" 3 PENETRATION 72 16.0"16,0" 5.5" 5.5" 16.0"11.0"11.5" 3.5" 3.S' 7.0" 6.5'• 5.5" 2.0" 2.0° 3.5" ARMOR INSERT W/2°EMBED 62 16.0"16.0" 7.5" 7.5•• 16.11"ISS II, S.0" 4.5" 10.5•' 9.0" 8.0" 3.0" 5.0" 110 ID.S"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.D" 2.5" 72 16.0"F160'," 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" 200 5.0" 2.5" S.D" 4.5" 2,0" 2.5" 5.0" 2.511.5" 4.11" 3.5" 5.0" 3.0" #ee20060" 3.0" 6.0" 5.0" 3.D" 6.0" 5.0" 3.0• 0192 Id = lift s ANCHOR NOTES:SEE SHEET WPYBGIRFFM1(L BUaGRWPt 10 FOR ANCHOR NOTES, 15_2338 n SCALE: PAGE DESCRIPTfoNfN� m /111111111 �f rrROUND WINDOW ``�� N•6 ••;,�•rO�� ASSEMBLY Q y_ 12'MIN FROM EDGE OF ACCORDION SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION = TOP OR BOTTOM r SHUTTER BLADES L o.Izs• o; L9ST OF 0.125° 0.032" 0.032' (?1��M. •' 0.1967 zN$ 11�1W0.xx � 45° LLOOwUw Wa � "..0 O 2.075'0 HOLE TO RECEIVE ROUND TYPICAL L m o Z i g WINDOW ASSEMBLY Z N O w w �\ W ti m o 02.875' -�I-0.188' 2.875'0 HOLE(TO RECEIVE N ce3 UND WINDOW ASSEMBLY) 03.250' ROMAXIMUM OF 3 WINDOWS w.. A LIGHT-N-VIEW WINDOW - PER EVERY OTHER BLADE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB z 2 LIGHT- 8 N-VIEW WINDOW I ROUND WINDOW ,ed9 inp ASSEMBLY 13 N.T.S. EXTERIOR ELEV ^ gggg in U nF e i N a \ - GE MIN FROM F- c \ EDGE OF SHUTTER, EDGE OF ACCORDION TqP OR BOTTOM SHUTTER BLADES o,o e m J 1 REL•TANGULAR I Zm WIDOW ASSEMBLY 1 BLADE W ROUND WINDOW - t,LC ' 13 EXTERIOR ELEV \/� w EDGE OF ACCORDION N.T.S. p SHUTTER BLADES f-2210"� 0 = 3g 41 �— 0.145' 1.210' 0.145' 3.5'MIN o TYPICAL O p o t II 1.500'x 6.000' OLE(TO ,•�.(Oyl RECEIVE RECTANGULAR TWINDOW ASSEMBLY) 4 MAXIMUM OF 3 WINDOWS E 1.500•x 6.000°HOLE(TO RECEIVE ri •161' PER EVERY OTHER BLADE x RECTANGULAR WINDOW ASSEMBLY) .093° -} •020' 3 RECTANGULAR WINDOW o i l l$ I 1 ZD o Q O c 13 N.T.S. EXTERIOR ELEV A Iz --� 118° 11 5 �. JDIA, a Si St' `d 9 0.500' 0.500' p I Fs �1.5•-'I N -1— --J (INT.) 3.5•MIN. RECTANGULAR WINDOWA (EXT) RECTANGULAR WINDOW NOTES: THE RECTANGULARj, SHOWN IN TYPICAL ° ----T° ASSEMBLY 145' 1' 13 IS MADE FROM GE XLOIO LEXAN WITH N Y I 0 0.355' p i i 0.075•MINIMUM THICKNESS. 4 a 2. FRAME FOR RECTANGULAR WINDOW MAY � R BE NYLON 6 OR POLYCARBONATE WITH A '�`� •8 °1 I° o / / COMOETIRNVI-89KWOPE 1 I 0.145° i MINIMUM THICKNESS OF 0,161'.ATTACH j j TO BLADE WITH(6)S4 SS SCREWS OR 15-2338 I I 1.856° }-0,177° .355° BOLTS WITH NUTS. LJ SCALE: ___ A SECTION A-A VALE DESCRIPTION: B 4 BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW m 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEVof