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HomeMy WebLinkAboutProduct Approval Design Data and Installation Schedule CELEB SHARP 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 WOOD i 78 39.4 LAGS 12/12 ALL 1ST FLOOR 2 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL 1ST FLOOR 3 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL 1ST FLOOR 4 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL IST FLOOR 5 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL IST FLOOR 6 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL 1ST FLOOR 7 ACCORDION WOOD 78 39.4 LAGS 12%12 ALL 1ST FLOOR 8 ACCORDION WOOD 78 39.4 LAGS 12/12 ALL IST FLOOR 9 BAHAMA WOOD 78 39.4 LAGS 12/12 IST FLOOR, BACK 10 BAHAMA WOOD 78 39.4 LAGS 12/12 IST FLOOR, BACK 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 — 26 - -- 27 07/0112015-9:22am DanielG V:\Projecls\_2014-MPS\400 Wind Charts\ Relerence\00-MPS14-400 Series C&C(Currenl).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH I MRH :5 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'Cl BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGNPRESWRESPSFL_ZONE4 _ Mean _ DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof-___ Trihutary Area-(Sq Ft _ Roof _ Tributa Area 5 F[ 1. TABLES ARE INTENDED TO T-H QRST CASE'PRESSURES.'WORST CASE'IS 10- 15 20 25 30 �4 B 10-,., 15 20 25 30 35 40 45 50 -DEFINED AS THE CRI GO N WN-VARIABLE-AS DESCRIBED BELOW.- - Height'-, - ei ht fi ITH THESE TABLES. � _ USE OF CRITICAL CO � 1 31 9'1,-31.1 -30.6 -30.2 -29.8 -2 'Q9 39-4 x_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. 015 k•_ 0-15 ft�f 3 TABLES VALID F L .APPLICABLE REDUCTIONS FOR ROOF SLOPES _ +29 4 +28.6 +28.1 +27.7 +27.3 + _ / ,., +29 4i.+28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 100 SHA INEER AS A SITE SPECIFIC CONDITION. _-32.4 41.6 -31.0 -30.6 -30.2 -2 2 \ f�39 9+k384 -37.3 -36.4 -35.7 -35.1 -34.6 •34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 f[ +29.8 +29.0 +28.5 +28.1 +27.7 + 16 f +2918:r+29.O +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF T. -32.8 -32.0 -31.4 -31.0 -30.6 -30. •.6' -40:5='-38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUND 1�E LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 ft 6.CALCULATE THE TRI U' `! ,HE OP NING IN QUESTION(HEIGHT'WIDTH)OR +30,2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M L BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL ONLY-THIS INCLUDES AREAS BETWEEN STRUCTUAL MULLS. IF THE 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 16(t +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, C D,THE MOST RITICAL(10 SQUARE FEE)TARY HALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29,1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27,7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -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. 21 ft -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 - (t -42.3 -40.6 -39.4 -38.5 -37.8 64- •36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. +31.6 1+30.8 1+30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 +31.6 +30.8 +30.2 + t -I, +28.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -34.6 -33.8 •33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 22 ft -42.7 -41.0 -39.8 -3 .5 .36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +31.9 +31.1 +30.5 +30.0 1+29.6 1+29.3 +29.0 +28.8 +28.6 +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 - j)3 6.8 -36.4 1. TABLES 23 ft SS DESIGN +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 7-1TO BE USED 10 SECTION 2 4.1 AND CHAPTER 30 PART N CONFORMANCE WITH"ALLOWABLE IEOR 33,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 f[ +32,5 +31.6 +31.0 +30.6 +30.2 +29.6 +29.6 +29.3 +29.1 24 fl +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 i EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 25(t '35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 25 ft -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 +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 +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(GCpl=+/-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 f[ +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 f[ +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. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27([ +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 X32.9_ -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND CORES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 It 8 ft COEFFICIENTS LISTE E-RELN&[' _HCFA- NO VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + -_ 1 +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFF' 5.THIS SPECIFICA I ER ANY PRODUCT APPROVED 29(t +33.8 +32.9 +32.3 +31.8 +31.4 + 29 It +33.6 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CERTIFICATION. REJ MITTED TEST CRITERIA AND OTHER -36.9 -36.0 •35.4 -34.9 -34.5 -3 3 -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MAT10N AND APPLICABILITY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL • TEM ORDINANCES. 32 F[ -37.4 -36.5 -35.9 -35.4 -35.0 -3:9 32 it -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO - TTY OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4' 0.9 +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 f[ `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=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 h +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 k +36.2 +35,2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +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 45ft -40.2 •39.2 -38.6 -38.0 -37.6 -37.2 -36.9 •36.6 -36.3 q5 ft '49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 8 8EAVE 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 4EELEVT 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 HEIGHT SO 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 05 55 ft -42.0 -40.9 •40.2 •39.7 -39.2 -38.8 -38.5 -38.2 -37.9 55 ft '51,B -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 5+38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 8.42.7 -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 SQ 60 It +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 1+35.3 WALL ZONE IS ETR C In CD o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE #�' v o p INIT ISSUE GSS TSB D3/D6/,2 ENGINEERING z o 0 0� m 3 = REV-ADJUSTED HEIGHTS GSS ITSB 04/09/12 (2014) EXPRESS° < 0 \ r D ~ REV 2014FBC !GM,,FTSB 06/10/15 l °� �. /F1 �1 - _ C00.vOagTE OFFICE: / A m V F z I• ASCE 7-10, CHAPTER 30 ° O `, z m 160 SW 12th AVENUE, SUITE 106 $"_ F--� °z 11 = DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 a 9 \ v MASTER PLAN SHEET m m i �j z THIS DOCUTAENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(954)354-0660 F:(954)354-0443 A 1 p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 3 Q CERT OF AUTH 09885 m O O F_ p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. ASCE / - O E:HELLO@ENGINEER[NGEXPRESS.COM A 0 ADDITIONS.OR OTHER MARKINGS 70 THIS DOCUMENT ARE NOT Z PeRMlneowowvnuonleauecERNFIcnn°N' ENGINEERING EXPRESS,COM T ` ��.� m 6/20/2016 Florida Building Code Online S ::>:�:;'.?iii��i::{t:'•i:is is�::�:ti:�;:::•':•:�:�::•::•:::>y;:;::•]i>t::•:•5?:�{::�:j�iSi:'�>^:iii!y;`: }•;,•{}:;i�� •`<fii ii: ........w;.•::n:..... :::x::.v::::.5::..:::::..:...:.........:.....:v.}?•:?•]:•}:•]:•]:ii:nn:....., :?w:::n.: :?{.�{: :•ii. ..:iii:i i 4iv: ii:i::•]:•]:•]:•i:•]}]:'f.•].:ilii+•:4 C�i1:i i'ii iiii'riit�<iii}i:i iii:�i:t:ii:?.%:ii�'ii:is i'iii::;:?'ii{•v.6:•]2???•]:•i:•]::9]:?^:4:•]:•::::•i'i}.:w::::: is.:`v'ii�•�ry:$JCL�ti�\\!�:••'•::•::C'{•�.ti::n :...;k•.:.�:+:�\: \'\QS SSY 1. :.�. •v.v::::v:{.}••};:::::::::::n::v::::::n}};•.:v.;.;;::::::::{:•.v::::::v::::::}:+.:?v:•}i:•]i::•]:•i]:v:4:0:4::•]:•]:?�4}:•]]]]:]]: ..n..v..}..Y .. '�{•U Y . ray.\. +:i;i;;i'¢•Y; i:];:S::x SCIS Home Log In 3 User Registration Hot Topics E: Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i' Links Search i Bus u ane l• 'iProduct Approval P ( sjI USER:Public User 80.98JIIAPk9PBBl rroduU Aoorcwal Nenu>yiy^:a:!)rJ�paiica t: n,ean:r >Anelica!Uo„ >Appllcatlon Deta(I ��LtaE� FL# FL13757-R5 ^ ^r + Application Type Revision Code Version 2014 Application Status Approved Comments Archived .XX .. Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alumcom 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-alumcom 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 l 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 FI-13757 R5 COT indep 2.ndf FL13757 R5 COI Indeo 3.odf FL13757 R5 COI ndeD 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 Enuiv Equiv 2.odf FL-1.3757 R5 Equiv Equiv 3.pdf FL13757 R5 Eauiv Egu,v.pdf http://w Av.floridalbuilding.org/pr/pr app o.aspx?param=wGEVXQwtDq%gk7yHMuovbmRcEiVwSME9RsOOlObF%2f%2fniZrDFh7dHzw0%3d%3d 1/2 6/20/2016 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 ............................................. ........................................................................................................................................................................................... FL Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System . Limits of Use ........................................................................................................................ ............................. ...... ...... Installation Instructions Approved for use in HVHZ:Yes JIJ)Wladf 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 E EL 3757 R5 AE Eval.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes .................................... ............................................................................................................................................................................................... 6.8 Streamline Shutter . ... Large Missile Impact Resistant Accordion Shutter System Liiiiits'a Installation Instructions ,.ed fir use in HVHZ:Yes FLI,�,��Z57 R5 Ill Qwa 2.r,(j use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Approved rI Impact Resistant:Yes Created by Independent Third Party:Yes Evaluation Reports Design Pressure: WA Other.See installation drawings for allowable span/pressure FL13757 R-1; AE Eval 2,Ddf :combinations and additional limitations of use. i Created by Independent Third Party: Yes .... .. .........................................................................................................................I.................. . . .......................................................................................... .... ..........................................................................I....................... ....................................................................................................................................... :13757.3 . E.A. Essential Facilities Ac 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 EL13757 R5 11 Dwo 3.od 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, ELI-3757 R5 AE Eval 3.12d anchorage, etc. Created by Independent Third Party:Yes ................................................................................................................................................................................................................................................ Contact Us:: 1940 North Monroe Street,Tallahassee PL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-20I3 State of Florfda.::PrivacyA::Accessibility Statement::SgLUnA Statemen 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 vAth an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hgLe_. Product Approval Accepts- hffp:/AmNw-loridabuilding.org/pr/pr._app_o.aspx?paran-r—wGEVXQvADq�gk7yHMuo�,bmRcE!VwSME9RsQOIObF�/�2f%2frrZrDFh7dHzwQ�/�3dg/�3d 212 6.8 STREAMLINE SHUTTER N GENERAL NOTES; FOR USE WITHIN AND OUTSIDE THE HVHZ ='`� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = No.46 CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC). THIS SYSTEM UNLIMITED WIDTH O A GF, /moo MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION i 0 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -TOP TRA�IFF RE�U[REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA 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 IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/F1996/E330. 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 y m w o SAFETY FACTOR. Z S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR AL WIND r PIAN VIEW III ~w 3 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, Lail a x 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z ow- LOAD W-LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, a '0 W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ,a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 m SHALL BE USED. =a i^ n B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER OF6%waU TM61Gi5-23 OF THE FLORIDA ADMINISTRATIVE CODE,10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM s a O m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. a zm 0 II. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL lvii WHEN THE S. HURRICANE PROTECTIONmHiml 1-1111- 12. �� } WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING -BOTTOM �'G g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE (`�� DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS[HER APPROVAL. LOCKING MECHANISM,SEE E 13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FUOLLOWING MINIMUM TYPICAL PLAN VIEWS a g m INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE,FL MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATIONTAS o FLORIDA BUILDING CODE APPROVED TABLE Z. 1 N.T.S.202&203 EXTERIOR ELiv , 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 F 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS i MINIMUM TENSILE STRENGTH OF 60 K.S,I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL E S 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR 9 11 BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES _ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. �$° 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS, SHUTTER �l 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 12 20, AL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :9 39 ABOVE >30'ABOVE _<39 ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE w 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72' 2-1/a" t-518" 2-318° 1-678" s 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 99" 3-10 1-7/8" 3-5/0" 1-718" TABLE 1: 1 120^ 4-va° 2° 4-v4" TABLE 1 NOTES: - ®®•+ ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN SHUTTER SPAN SCHEDULE"ABOVECARE�lON i44" 4.918" 2" 5" 2" ggg'gg MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ' Gs SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTS AND COUNTY FLORIDA. ,,,,,,,,,,,,,,,,,,,,�,�„-�„�_--- AT EACH RESPECTIVE SHUTTER SPAN. 2. Ai3A=HVHZ:DEFINED AS ALL LOCATIONS OTHERR THAN THAN MIAMI-CADS COUNTY AND BR01VAR0 COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER TEORTisr � 15-2339 SHUTTER DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND eca� E BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SPAN PRESSURE PRESSURE p1<ye Oesca�PneN: .s DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". -- - - --- 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30,SHALL fP8F1--=P,(•-8,F„� SPAN SHALL BE USED. HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1.5/8"WHEN>30' 3 A NEAR INTERPOLATION °f A OiT�x:'70`'"' . 0 5. LINEAR tNTERPOLAT[ON OETWEEN SHUTTER SPANS IS NOT NEXT IGH FOR SPANS LL B EUSED, E ---�I-- --- '" X120° 'b3 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL 8E USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM yul - E1996.09, 144" 43 40 8 ���(:y��yy BBEENN i J MVEO� Sq4/AR00,P.E. PROJECTION VARIES 0.115"2.874° .4.674'MAX. 0.080" 0.062 0.450" r-t 708"1.708° 0.100" NN 0,08 0" }0.006036"S 0.125° 0.100' 0195" 0096" 0.195" 2 "N 2.820'- 10.060` 0.0701 0.060" 0.630&1 0.630 � 1.993'-O,G30" 0.062° a 0.062a 0.143° 0.971"{ B,13_ 0 1. 70 M1 -- I . L TIL �"���/�-°•�_ t 0.062 . 0 0.062 0.630 v * uN> 00 1.069' 1.069"l 0.630" 0.062° 0 t�&vp°T "•t:Q4 ., 'E epp7I w g 5.745'MAX. SUPPORT LEG OPTIONAL }-1.069"4O.Ob2� �-1. 0.062'00' W W No 5,745"MAX. N� 3 3 Oj WALL O BUILD OUT WALL OSTREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL 'aw SCALE:HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE SCALE:HALF S12E SCALE:HALF SIZE SCALE.HALF SIZE Cl a WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL m ON ALL EXTRUSIONS G -�1 Q: 0•.787-4$ 2.655' 0,875' t-c 4 I J-g '�f}0.510"cvr- 2,1y5" 1.230'- 0.105. .230" N s a I 1.229" �1 1 0.105" 0,060" $ 0.75" j(D O �rn �$ T_f ',r_ a x 0 M 1.069" ry 10 m o 0.105" m U2.34.84"831" ry :n qI '� I I ri 4.53ro0.105" n , ij 0.105" 0.075" 0.075" a E.... 510" 0.994 is( 3 g 0.761" _ 0.075• NOTE:TESTED THICKNESS OF v ' �--4.510" � 3.506"___� BARE METAL W/O PAINT IS 0.039" O7 SILL O SILL ADAPTER Og EXTENDED SILL tp EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE L C� LL 0.477' O, ka 0.143° 0.080° 0.590 0.341" .570°OG. 0510° Y45•0,143" 0070" �y 0.143° 0.096° 4.753' -,r p 0.115" 0.080" 0.117' AsA 0.090" 4.510'� 0.096' �o x-0.180" N 0.080" 0.0501 0.682° 0.630" 0.0601 ODPYgGRfR.VdfL6UNAtmoPE p.o4a° 0.227" 0.6- yam' 15-2339 {✓1.625"•--] 0.420 I NOTE:THICKNESS OF BARE 2.822` " SCALE. METAL W/O PAINT 1S 0,039" pAQE DESCPIP7JS1Ni 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6,8 STARTER WALL SILL CLIP 8b WALL SILL € SCALE:HALF SIZE - - SCACE+HALF-512 - -SCALE,-HALF-SIZE--@-SEALE:-SC -SCALE:-HALF-SIZE _ I 1.950" -{-0.125" 0.610" STAINLESS STEEL o •280"� 0" NYLON WASHER OR ASSEMBLY r,'14' ALUMINUM 0.357" •!✓�. Y T 0.320"0 NOLE ^nom• I ,u 0.276" p. w 010 x 2.3/4°410 HT S.S. So 0.880' NYLON ,i v w INSERTS SCREW W/TC ULTRACOTE ri 0.05 ° WHEEL O O.lf 20"o INTO COATING 0.062" r-0.240° L� r TRACK (TYP TOF RBOTiOM) ri �� NYLON BUSHING W/WASHER: TYP.AT EVERY OTHER 0 870"0.750" 7/16"0 x 1/2"C�INTERIOR JOINT TOP 0� 15q'-� �-0.137° ���� �$ 5'MAX. INSIDE JOINT AT TOP. '1�� 7/16'0 x 1'Cid INTERIOR JOINT BOTTOM 1 g ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EPHER CAN BE USED ON EXTERIOR I U W a 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED > LL SCALE,HALF SIZE 2.t BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE,HALF SIZE 5S°D w h OR KEY/THUMB TURN OPERATED INSIDE• Q 5 "0.2sir 23 BRASS PUSH LOCK UUUJJJ � ,,, F SCALE,HALF SIZE o27 80.01.5255" 1.978" 0•� u�i i ", roti n " / W°<WW_f'ZO •�"& 0.236" 1.742" 0.286 1.603R .000" 0.267" 0.509, O.f23" 1.710" 1.224 0.090` 0.319" 40.531" 0.790" 0.531' 9 J210.064" 0.2 2.250' �0. 9 0.607, 0.118" -0.224h 6" 0.060° +wCL t0� -2.750•- 1.7Se RAINGUARD DECORATIVE FLOOR TRACK +� p G!ig<9 SCALE,HALF SIZE SCALE-.HALF SIZE 30 0160 - 0.222--1 0 240' 1.000.052" O.OfiI" 0,062 ===0.-176" 'V UNIMATE < V LOCK 31 MALE BOX CENTER32 FEMALE BOX CENTER EIC f 9 y SCALE-HALF SIZE SCALES HALF SIZE SCALE,HALF SIZE , mg t� -11-•0.062° 5.500"x 13/16°WIDE F-}0.400° �5 •s,� °� a .167" 7/16"0 STAINLESS O !3 III STEEL NUT W 'S �"'■•,� 3_1 n 30 D.125" -�--t�- 0 0.188" 5/16-18x( MACHINE SCREW < ti4�Ea ..�._._ Ty438' 5/16"O INTERNAL STAINLESS STEEL ry 0.121" •�' j 4.500" }---f0.689, POWDER COATED,ZINC DIE-CAST THREAD A SECTION A HEAD STYLE VARIES P�ELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW 8 NDUSTRIAL SYSTEMS (OPTIONAL) SCALE,FULL SIZE SCALE,FULL SIZE 0 0.254" 4O 40b 4pc . 35 BOX LOCK SCALE,HALF SIZE NI o•319 END STRIP t" ¢ EI! LY SCALE,HALF SIZE - f-2.000•-t 2" & 3" EXT -1.6zs 0.050" 0,• 1.500" 7ro.lzs• a 0,125'j SCALE: HALF SIZE 093" 9 0.125° Ly " t -}II- 0.085' $ e 1 I o 0.125" �pp'�EIGRNdCLeF1PPA00PF. a �` $ 0.093" - - 0.250^ D.DaS° r; 15-2339 6CA1E: PARE PE6CRIPf7ON& � 7.000" O 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE E 39 SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE C SCALE:HALF SIZE DIST. ANY ANCHOR PER ANCHOR EDGE f�j� 9 'h SCHEDULE 18"O.C. EXISTING DIST. ••OW/j]:Y ;,. GLAZING IF SEE END STRIP SCHEDULE FORM n SPAN WHEN USl " A .ANGLE---• EMBE 4 20,40a,406 OR 7 L5 LEG O RECITON , �•_o EMBED. 17 (INTERIOR) II NI 8,r 1/,4" OR 6,8 STARTER A 17B,K 17 WITH 210R 25. Q7% MIN.0.062"THICK 6063-T6 ALUM.ANGLE Of SC EDGE o 3U (ANGLE CEG MAY BT:REVERSED)AX 21 25 DIST. FASTEN ANGLE TO TRACK W/ x ANY ANCHOR PER ANCHOR ((2 #10x1'SCREWS AT >U�W�e SCHEDULE C�18"O.C. @RNER TOP 8,BOTTOM;AND Q 9 Z LL ATTACH TO 6.8 STARTER W/ w m W o 13 13 13 1<12 x 1 2'GALVANIZED OR 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS 3116.0 ALUM.POP � (TYPJ __1 30 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINE W 10 ?„ j USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT R NUT OD 18"B.C. ALTERNATE END STRIP D AlL BOLT&NUT Cry 18"O.C. a S 3 a WITH 6.8 STARTER AND ANGLE (EXTERIOR) 5/16.18 TTH�UMB SCREW INTO THREADED INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK 1V! -D1 w`� TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .$ HOLE SHALL BE 3/8-MAX WIDTH,UP TO F 8P N SCALE:3"=1'-0" 1'HEIGHT. 1-BID(2.7)....7�... 10 __ -- 2- BA- USE(1)BRASS PUSH LOCK -- 1 OR(1)S/16-18 THUMB SCREW I(p3�y}0 7HREgDEO LOCKING DETAILS FOR 2"1310(3•T) 62 85" SEE END STRIP N7NO 2/T SP'aNA Fp103M SPAN CENTER MATES ® _ _ SCHEDULE FOR MAX. W' 5 BOTTOM OF SHUTTER. SHOWN ON RANDOM -• n SPAN WHEN USING 3"BIO 4.7' 30 DETAILS ( ) 20,40a,40b OR 40C, k s RECEIVING HOLE SHALL BE r 0 I"HEIGHT,WIDTH,UP TO 19 ® 1/4" OR 6.8 STARTER m 7 a 3U AL(2 Y')BID ?.. ..11��:` �aS lC AX. WITH 21 OR 25. O 1 i`- 4 40 USE APPROPRIATE 132 40 20 STARTER STRIP TO a1 £O 45 3"- m PRONDE CLOSURE E NZ w 13 �2 FOR (i1 x0.003" 57 BUILDING CONDITIONS. ...60.....61'._ J (INSIDE) FASTEN STARTER STRIP $ 73 SCREWS AT CORNER,TOP 45 LL x0.125" *'*'Si- i T1°--: ALTERNATE END STRIP DETAIL &BOTTOM. S �n67 1 ANY TRACK W/SCREW a 13 F 1 Q fi_.... 1� SCALE,3' = -0" BOSSES. 1 }' 1 6i w I i SILL R FOR SHOWNGREATER SrANS ND STRI0RC0AOSIHAN X I W STRIPS IN ENO A I't;NEOUIE,END f � ( STRIPS REQUIRE A1'x1'.d90'CUP ANGLE � w' > N NIO SPAN USIKGANYAN010RWNTME EXISTING GLASS � a Z) Z ANL'110ft SCFF=LE&O1G7W'TCK SCREW OR 1/4-20 P.OLT TO ENO STRIP. I USE(11 BRASS PUSH LOCK 30 t3 'L" w USE V BRASS PUSH LOCK /INSIDE OR(1)5/16-18 THUMB 13 SC;F 1 O THREADED ` ) S @ SCRFW t 0 THREADED 30 £ 7 S 3 N INS E T ppLT�)AT 1/3 SPAN Yn INS 2R3 3 AN FROM SPAN SILL d ' TO Z/3 SW7LN FROM ) Bina B8TTOM OF SHUTTER 8077014 OF SHUTTER. OUTSIDE RECEIVING HOLE SHALL BE p A 3/e"MAX WIDTH,UP 7 k # 1"HEIGHT, TYPICAL OUTSIDE CORNER CLOSURE u w� CCi DETAILS WO/CORNER POST — — ——— Fa��, NTS 13 30 WFlR(3rtfF121CLHidAR10PE 13 31 215 13 3 (OUTSIDE) 15-2339 SILL USE(1)BOX LOCK AT 1/3 PAO 2DR648WITON>I - USE TO 2/3 SPAN FROM BOTTOM OF SHUTTER OCC2 TYPICAL INSIDE CORNER CLOSURE aF� MULTIPLE SHUTTER ASSEMBLY DETAILSLS WO/CORNER POST d SCALE,3"=1'-0" S L�7 Ct CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST 9� y SCHEDULE FOR MAX. STRUCTURE xrc SPACING ••�'Y i1 Ci CONNECTION TYPE 2o MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT(°1 12"O.C.OR • 2 /, \ SCHEDULE FOR MAX. #14 SMS @ 6"O.C. { SPACING 1/2" (TYP.TOPS BOTTOM) ,d;: A EACHANGLESEE TAB ALLOY FOR SIZE. Fs ON [5 OR 6 OR ///4/ z�\`M` o (3 OR Z a 1/8'• I •• ' ALTERNATE THRU BOLT OR Z"x 2"x 1/6" —4—C1 CONNECTION TYPE w rn > W ALUM,ANGLE o _ REFERENCE ANCHOR SEPARATION "tet u 41 SCHEDULE FOR MAX. PER TABLE 2 13 h 1° +L•m w 13 SPACING a w ry 0 THREE 3/16"0 ALUM. ° k I = a m H g m POP RIVETS OR 11 IF GLASS h 0.a 35 OR DOOR ur w 3 ri^ THREE#12 SMS,TYP. ° 17 ��` XX=wI- ' V). 3/16"0 ALUM.POP K I f 17 RIVET OR#12 SMS AFM H�� @ 18"O.C.(TYP.) - RH TF\ Z z a TABLE A(cm) \r / a s OR ; "e PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR YXQ"xt IY 3�`xW118" A- PSF I10 e/ O� FEMALE LOCK-SLAT 8� 62 130• i88" 13 ALTERNATE THRU BOLT E 1/4"MAX.FROM PIN f C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 72 124` 179` 3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR G - WASHER ITYP.) .P R 82 119` 172" CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 19 d 92 114' 165` SPACING -_;1 14x3/4"SMS @ 9"O.C. 102 110` 160` -- ANGLE TO TUBE CONNECTION rn O n -/ ='F�om 120 Ioa° 14r EXISTING HOST EMBED, - 6063�T5 ALUM.TUBE O'6 TABLE 8(crn) _z=a m 150 9J" 131" o]<z a STRUCTURE U S 200 88' 114• PRESSURE VS ALLOWABLE LENGiN 5 CONNECTION TYPE 2"x2°xl/8" ]"YS`><t 8' EDGE DISTANCE REFERENCE ANCHOR m O a JJ SCHEDULE FOR MAX. E I- P.SF 1VD118,10 WITH 8i0 u� SPACING (_2 2` MIN 62 113` 166" E g ASTENER @ 18"o.c. O ALTERNATE BUILD OUT MOUNT SECTION 7z for 157• tUSE ANY ANCHOR SHOWN Cb a 82 101` 147` IN ANCHOR SCHEDULE). SCALE•3".1'-0" 92 95° Or 1� o 102 90" 132` f LO. E 120 83' 122' L___ !h'!n S50 74' S09` - Fut fi 2 64" 94" w 2"x2"x 3/16 RIVET OR q12 St15 090"6063-T6 n - MN.GLASS 3 a= of 3 @ 18"D.C. OR 1/4-2 17 ALUM.TUBE TYP. F m ARATION = Z u w NUT&,BOLT(TYP.). 3/16"P ALUM.POP d GLASS PER 2A8LE to RIVET OR#12 SMS I 9® ALUM. TUBE Y OR DOOR u a ta- e (°l 18"O.C.(TYP.) v 5� '. F 6063-T6 ALLOY = n �N € SEE IMLE_0 FOR SIZE, 2"x 5"x 1/8" ££ 8 2 FASTENERS x CONTINUOUS O -•+�EEE EACH ANGLE ALUMINUM ANGLE - ; p1 1"x 2"x,0921"6063-T6 OPTIONAL ANGLE INSIDE THREE 3/16"0 ALUM. ALUM.ANGLE.TYP. o POP RIVETS OR DTI TYP. 6g 17 THREE#f2 SMS,TYP. W o: 0 0 Y x 2"x 1/B" 4 CONNECTION TYPE g OR 2"x 2"x 1/8" REFERENCE ANCHOR - & I s 13 ALUM.ANGLE SCHEDULE FOR MAX. @ o s USE MALE OR FEMALE SPACING o2py�l,OfNurLeUOP.6. LOCK-SLAT EXISTING CONCRETE, 15"2339 13 13 BLOCK OR WOOD FRAMING - -_t__ (OUTSIDE) EE INSIDE SILL MOUNT SECTION rea�.e> QxL —' 012-x-1/2"GALVANIZED SCALE:3"=V-0" OR S.S.SMS,3%16"0 ALUM.- m CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-2o SIDE CLOSURE OPTIONS — 9� - NTS MACHINE BOLT 9,NUT SCALES 3"=T-0" @ 18"O.L. x C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z ui SCHEDULE FOR MAX. STRUCTURE 4D SPACING13D ir 5„MAX, •� ,�/ Q•� '` GLASS a�”'^ GLASS w Cl CONNECTION TYPE it 1/6-20 MACHINE BOLT p OR DOOR w u OR DOOR w w J REFERENCE ANCHOR 1 W/NUT @ 12"O.C.OR >' ti w D SCHEDULE FOR MAX. 1114 SMS @ 6'•O.C. Ar F N m w SPACING 1/2'• ITYP.TOP 8 BOTTOM! 'a MR 13 U!N N w GLASS 13 N Y y m /2" Sa.• 7 p FM ti t/4"-20 THRU BOLT W/ �� X m APA7I L^ < '•,� tu EPARAII ¢ 014 x 1/2"SMS @ 12"D.C. X w 2 h w h •. LOCK NUT @ 12"O,C.OR E N w OR 3/16"0 ALUM.POP PER ¢ < v, 5 R 6 ORI ,• 12 x 1/2"SMS @ 12"O.C.E.S. PER o t- TABLE 2 S w O OR b—/ TABLE 2 = RIVETS @ 6"D.C. OR 1/4"0 N aL . OR 3/16"0 ALUM.POP L!1• X RIVETS @ 6"O.C. E,S. \ �z ALUM.POP RIVETS @ 12"D.C. ¢ w 1�1 w R 1/4"0 ALUM.POP RIVETS / w O1 AND 3U MR GLASS ti� ¢ N � @ 12"D.C.E.S. ASSEMBLY SEPARATION f3 I- DD Y m 9 0 1/4"MAX.FROM PIN 1/4pg 1A0 FROM 17 GN w x o Z OS w LL ®AND QO GUIDE TO BUSHING 1/2 TYP. WASHER ITYP.) PER TABLE 2 to_ ASSEMBLY WASHER(TYP.) w GLASS N zum W wg 3 / 1/2" 1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR ODOR o N I<- N W BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR < m< O w / _14,CONNECTION TYPE DIST. SPACING SCHEDULE FOR MAX. S N w0 t; REERENCE ANCHOR < < F / EOG£ SCHEDULE FOR MAX, DIST. t7 F / SPACING AS SHOWN w L-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 p 0 (5�0 6 OR REFERENCE ANCHOR EXISTING CONCRET , w o �}3 0 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 114"MAX.FROM PIN / SPACING.ALT.FASTENER GUIDE TO BUSHING \ ClC1 CONNECTION TYPE / LOCATION.FRONT AND N.�"8 \ ( REFERENCE ANCHOR 1/ WASHER(TYP.) 1/4'MAX.FROM BACK ANCHORS NOT REO'DJ INSIDE td0UN7 SECTION SCHEDULE FOR MAX. WITH THIS LOCATION PIN GUIDE TO SCALE.3"n 1'-0" SPACING �V a BUSHING WASHER REFERENCE ANCHOR i' y k O INSIDE MOUNT SECTION rn.g r(TYP.) SCALE:3 1'-0" SCHEDULE FOR MAX. e e p m q EXISTING CONCRETE, SPACING 1.1-g z BLOCK OR WOOD FRAMI EMBED. zm @ a i/� CD BUILD OUT MOUNT SECTION 2 TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" rr�JJ���[[[ FF} o BLOCK OR WOOD FRAMING 3 j EXISTING a v NOTE:FOR DETAILS A,B,D AND E ON THIS SHEET, E G ST• 4 CONNECTION TYPE EMBED. _'STRUCTURE Q THE BASE TRACK MAY WED IN SECTIONS REFERENCE ANCHOR / ''''' $'CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. - REFERENCE ANCHOR o A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING 'REFERENC FOR MAX. R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING S USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 ,S OVER THE GAPS BETWEEN SECTIONS. 1/2" 1&RQ2 w t7 w w � r` GLASS w $$ it OR DOOR GLASS 13 to w W w w o 4 w 012 x 1/2"SMS @ 12" EPARATI = 7 x-� _w D D a1 m C W w F O.C,OR 3/16"0 ALUM, PER tn p y�j Q II f3 /-to=-vIW I..,w D D POP RIVETS @ 6"O.C. TABLE 2 JC¢ o 4 F ODOR 0R u MR GLA N F Z m I- -w=w' OR 1/4"0 ALUM.POP pIA YMR GLASS 13 S F pZ N m RIVETS CA 12"O.C. E u A PER TABLE2 Q W D Q F- SEPARATION 1�_ < J O PER TABLE 2 X 2:m Z•/"' S u A34 w ie< Q7 AND© 1/4'•MAX.FROM PIN w 1/4-20 S.S.MACHINE ¢ O ¢ SCREW R,NUT @ £ u'A ASSEMBLY 1/ " 1/2" GUIDE TO BUSHING S 12"O.C. T P. WASHER(TYP.) w I- a GLASS P.: O 1/4"MAX.FROM PIN y ` OR DOOR 1/4"MAX.FROM PIN m w D k GUIDE TO BUS I G w 4 CONNECTION TYPE 1/2"`© GUIDE TO SHING -'g gg iv xi ¢ WASHER(TYP,) EDGE REFERENCE ANCHOR _ WASHER ITYP.) (a a ®x a 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. -_t-, capiraartwF.RCLe1/tluruov.E t� m BLOCK OR WOOD SPACING AS SHOWN 2"CCMINECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNEC110N TYPE IN DIAGRAM ON PG.9 <REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. se°La x 3"x 114"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PAae oedGR7PTTaN, _ 063-T6 ALUM.ANGLE REFERENCE ANCHOR @ SPACING,ALT.FASTENER EXISTING CONCRETE. O.C.OR 3/76"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING - -- AY-BE REVERSED---- - - --- _Z_ - SCHEDULE FOR MAX. pOp RIVETS_p_6_D.C,_ BACK ANCHORS NOT R£Q'D ., S SHOWN: SPACING OR 1/4"0 ALUM.POP WITH-THIS-LOCATION .�.. ...•A - _ '� _ O WALL MOUNT SECTION RIVETS @ 72"D.C. O CEILING / INSIDE MOUNT SECTION € p ( WALL/BUIL"D;`OU€7 SCALE:3"-1'-0" SCALE,3"-1'-D" SECTION MN MASS GLASS SEPARATION 2 OR DOOR- PER TABLE 2 1300 t� •••)?��:,i /,y w o r GLASS OR 1. L-Lj N DOOR D"I z GLASS OR 2 fl' XN w DOOR EN-AR GLASS 6=tt ral LASS w PFR TABLE 2 A°• t i RATION �-m w�'m/9Q/�'. NABLE 2 F, N=h w tA 7y C �t�CQ7.� �1 ' 147' L7oV I-ZW J •� l\ '13 wocN 13 IA z'pv E9 ¢w m 10a Cl CONNECTION TYPE w it W7 •a m m o -H - 1/4"MAX.FROM PIN GUIDE 28 u a a REFERENCE ANCHOR u W Q $ TO BUSHING WASHER(TYP.) C to SCHEDULE FOR MAX. TWO 1/4"6 WOOD 250" SPACING aN yr^+ LAG SCREWS Iffl 24" C4 CONNECTION TYPE S .250" ow" O.C.MAX.WITH 2" i THREADED PENETRATION SC EDUL REFERENCE ANCHOR ,ot p yg "T"INTO CENTER OF 2X STUDS /p SPACIINGE FOR MAX. F \ n a N EMB."T• 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" m PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISti 1"x 4"x.125" 6063-T6 ALUM,TUBE y t THiS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL w5� ' SCALE:3 T-0" SCALE:3"=V-0" K E XCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. f- $ O WALL MOUNT SECTION THIS DETAIL MAY §o R P G SCALE:3"=V-0" ALSO BE USED ov a' 6 ATTOP Zit ACCORDION SHUTTER K AEN R PRODUCT APPROVAL o -GLASSMR GLASS r o ~ t SEPARATION OR DOOR j .n S tris PER TABLE 13 w It EXISTING WOOD(G=0.42) fiO 3 APPLICABLE ATTOP Z TRUSS OR RAFTER A" AND OR BOTTOM Q a X Q P 24"MAX.D.C, a a 21 OR 3" E N E V) EXISTING FINISH MATERIAL Wl g L/2"MIN.- 5262 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 w �+^ •' s TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE $ a2"x 3"x Yb"x CONTINUOUS OR 2.175" £1/4"TILE(TYP.) 7/4"m WOOD LAGw2"x 2'x Ye'x CONTINUOUS FINISH PIATERIAL SCREWS WITH 2-3/4"6061-T6 ALUMINUM ANGLElMINIMUM THREADED •314"PLYWOOD PENETR."T"IN WOOD(al z I •0.9°h11N.THICK G061-TG ALUM TRACK X w ---1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, I' FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU 8OLT @ 12"O.C. ' jg ANGLE FASTENED 11) E � 24"O.C.MAX.WHERE � EXISTING 3 K5t CONCRETE MACHINE SCREWS AT 3"FROM EWDS GALV.OR 5,5. ANGLE EXTENDS BEYOND I. HOST STRUCTURE WITH AND 9"O.C,FOR THE BALANCE LAST TRUSS MORE THAN £ 0 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU HH Yq 0 ELCO ULTRACONS AT I ,, 6", EXTEND ANGLE TO J i 3"FROM ENDS AND 4"O.C. I STRUCTURE EXISTING CONCRETE HOST 5"O,c,W/1-1/4"MIN.EMB, oc ; 2-1/2"MIN:------'iifEXT TRUSS. w w 57RUCTURE(3000 PSI MIN) OR 1/4"N LAG SCREW @1 9"D.C.O.C,W/1-7/B" h w M FOR BALANCE WITH I-W ;• MIN.EMB, IN WOOD SG=0.42.TO 0,55. MIN EMBEOMENTAND 2%'1 MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, tJ 73 i= S s MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR ; a LwA Q OOtnaE31IFM'C(LfifixMDOPF. STAGGERED WITH 3"MIN, MAX.DESIGN LOAD AT 6'_0"MAX SPAN: W000 FRAMING.SEE C; h SPACING,NP, t 52 P,S.F. ANCHOR SCHED. ,n 2"x 5"x t/8"CONT. s a 0 a 15-2339 c BASED ON TYPE O ALUM.ANGLE(6063-T6) Fia BUILDOUT MOUNT STRUCTUREDEti PAQ5 SCALE:NTS (MAX. SIGN LOAD s 72 PAQE PESCPIPRONi € PASS THRU-DETAIL _ Hb 1' TRUSS-MOUNT—SECTI9ON '� SCALE:3..0 -0" O SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION "IIIN�Vj 'P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°LAIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ROUND WINDOWSi , SHUTTER BLADES 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE EDGE OF SHUTTERASSEMBLY ? /••(+I.ftuv� TOP OR BOTTOM - •! AX 6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE �- No, L 1/2" PER SPAN TUBE SCHEDULE _ EMBED. SPAN TUBE PER - 0 DESIGN SCHEDULE {1 tl 0 ACCESS HOLE LADES 1/4-20 MACHINE BOLT W/NU(0 tl EDGE OF ACCORDION z z .,r,�0� �• SSHUTTERBBLADES 12"O.0 OR 014 x 3/4"SMS 6"O.C. y 3,5"MIN in a �h " •.p p�� TYPfCAt 3"MIN w •, 11/2^MAX,5 6 '�q J- ,;1U �y J Z EDGE ..JT.. 3 16 z I M rn IQ U� o 2.875"(A HOLE(TO RECEIVE OfSTANCE MIN.GLASS 'A~ 17 t m$z o ROUND WINDOW ASSEMBLY) pp 13 a J' MAXIMUM OF WINDOWS EXISTING 4 SEPARATION q'El LET !-�2:3 3 PER EVERY OTHER BLADE GLASS OR Ij a w e DOOR m y ' 0 3'MIN 1 LIGHT-N-VIEW WINDOW �°LF�� EDGE 1/2'MAX 8 N.T.S, EXTERIOR ELEV S DISTANC Uwi N T 00 (0 3 16 1 4"MAX.F OM PM GUIDE T HL v w •1 fffCCC!!1 1/4-20 MACHINE DOLT W/NUT(D ACCESS HOLE 12"O.0 OR#14 X 3/4'SMS 6"O.C. ,A D 2.875"0 HOLE TO -SPAN TUBE PER w' RECEIVE ROUND EMBED. DESIGN SL-HEDULE d WINDOW ASSEMBLY 1 1/2• (2)6063-T6 ALUMINUM y�Ion C. h� -{T•tAX. ANGLES PER BEAM END,SIZE /..Er*O m EXISTING .l- PER SPAN TUBE SCHEDULE I�ri Ob 1.&� HOST 1/4"A THRU DOLTS SEE BEAM Q z� STRUCTURE SCHEDULE FOR REQUIRED NUMBERS .o al 1l4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E APED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM !- 6 SPACING,AND 3'MINIMUM EDGE DISTA d �.�,-!• 0.125" ...{{{}}}---0.125" 0.032" 0.032"-�{ MAX.DESIGN LOAD=f 72 P5F 11I 3 SPAN TUBE SECTION � -- � .N.T.S. VERT SECTION t of �` SPAN TUBE SCHEDULE (RiNUMBER OF I ` ALLOWABLE TUBE NUMBER OF ANCHORS PER MINIMUM ANGLE j P I TUBE SHUTTER SPAN THRU•BOLTS LENGTH i ROUND 9V.E SPAN ... - d .......... + �S V111JOOW TOP BOTTOM TOP !BOT TOla; TOP ;BOTTOM TOP BOTITNA �°�S 4 / ASSEMBLY 7U0E TWE 7VDE ITUBE : TUBE TUBE TUBE TUBE S ?s U __............... 1 L{ 2Wx 60 123.8' 135.7' 2 1 2 '. 2 9 0.12s° -'r ---7"--- ••- B o \ / 86" 101.7" 100.9^ z I 2 : _3 .. 3 --7- -7• -- 7 123• i 89.0• 04.4' 2 1 2 :;g -- --- -- 7.--------76----- - -\ 2 i� \ fig• 1YJ.1• 1570z z z 3 a^ r 2'xs'x ------------•-- °y' 88° 17d.B' 124_Y-- 2 2 3 a_ r T° o / o.1zs" - .... -- 70'x8• 10D.0' 2 2....i..---4____.....4 70.._..... d 138.8' 186.8" 2 2 i 3 3 r 02.87S' 03.250' i-('0.188^ ' ` 0.7$25' ......................122-'...166`'.7... 2 j 3 4 -r_ ---IV-- 1��q . ................ f 123' 1 115.4" 117.fi" ? 3 i S 10"- •.13'---- hill e�lEl IIII. xio* 1 758.1" 210.0' 2 2 i3 7x10•x 60" 9B" _ -' 140,6" 228.8"__._...� 3_........�...____..e.___�_......... 13 19. y \ // 01875' ----123" 1 1322 203.1" 3 4 5 7 DP0S3ILFBN30.62L4fd0Pf 2-9 LIGHT-N-VIEW WINDOW N,T.S. SABTC PLASTICS SLX143IT-UL-94HB SPAN TUBE SCHEptuE FS• x z/ x xl "ANGLES FOR 2"x5"&26x6"BEAMS. 15-2339 E - 2. USE 2'x5"xl/4"ANGLES FOR 2'x8"&2•x10"BEAMS. SCALUt - 3, USE BEAM SCHEDULE FOR DETAIL 3/8. PA08 DESCRIPTIDN: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER -- - - CONNECTION DETAILS,WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW S-SPANTUSES MAY-BE-USED-TN-A-MID-SPAN CONDITION-WITH SHUTTERS SPANNING ABOVE AND_ BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS i . 8 N.T.S. EXTERIOR ELEV 6. WP BEAVE MS ARE NOT ALLOW THE WED, no i 7. ALL BEAMS AND ANGLES TO BE 6063•T6 ALUMINUM. s ANCHOR SCHEDULE: CONCRETE p rp.E. 2.5'MIN EDGE DISTANCE , G Spens Up To&-Q"� Span;UD TO 6'-3" $DBA;Up To 1210" •L7 �: /'7_ in a LOAD ANCHOR CONN TYPE CONN TYPE CONN TYPE O (p;� x C1 C± C3 C4 CS C1 C2 C3 I C4 CS C1 G2 I C3 I C4 CS y7 1/4"LTW TAPCON OR ELCO 43 16.0" 16.0"t5.0"!16.0"16.0"t6.0";16.0" 9.0"•13.0"16.0"Lfi.O" 9.S" 5.5" 8.5" 14.5" 111 ULTRACON WITH 1-3/4" _53_16.0"16.0";10.5":34.5"16.0"16.0"12.0"_7.0'•;10.5" _4,-" EMBED(3192p51 MSN CONC) 62 16.0"16.0"_:S.S"112.5"16.0"16.D" 9.S' S.S_'''8.5" 15.0"15_0" 7.5'• 4.5^ 7.S' 10.5" -r Mpg 70 16.0"17.0" J_0'" 11.0"16.0"15.5 8.0 5.0" 7.S' 11.5'•ISA" 7.5" 4;5" 7.5" 30.5" 7 / 8 COMBINATION 4�� 0 M"•Ml� ' 100-15.0" 7.5 4.5" 7.5"-10.5"15.0'. 7.5"- 4.5.: 7.5°•10.5"15.0" 7.5" A.5""-!7_S" LOS" 2 x S(TYP q / 7�0 COMBINATION /// 11 ♦♦Tµ t/4^MILLENIUM MILLFAST 57 360 160 150 160 360 1fi0 160 90 135 76.0"16.0" 8.5" 5.5":90 13.5"1 WITH 1-3/4"EMBED(3275ps1 53 OLD"1O.W 11.0"15.0"16.0"16.0"111.0" 70 10 5 1G.0"13.5' 7.0" 4.5" 7 5 9 5 a MIN CONCRETE) 62 16.01' 6 0 SS 0 B 5 13 D 16 0 16 O f 8 5 5 5 !9 0 33.5 13.5;7.0" 4.S' 7 5 9 5' O L j W xi ._.._____ __.. ... ... .....:....... � �_ 70 16.0"12.0" 7.0" 1I.0"16.0'•14.0'•:7.0" 4.5"!8.0"'10.5••13.54:7.0" 4.5" 7.5" 9.5" (17 Q "17 gg l0D_ 13.5" 7.0" 4.5";7,S' 9.S' 13.5";7.0" 4.5":7.5" 9.5" 13.5" 7,0" 4.5" 7.5";9.S" __________________________________ _____ ___________________r___________........ _______.___._. ..___..._ _ ..;.__ ... 1/4"ELCO CRETEFLEX SS4 43 16.0"16.0"36.&TR1.0"16.0"16.0"TL6.0"13.5':16.0"1.6.0"16.0"12.5":8.0" ]3.0":76.0" N D 4 1 x 5 TYP.) 2 x S TYP ,X �- W/Y EMBEU(3350psI MIN L1316.0"16.0"16,0";16.0";16.0"16.0"16.0"10.0"15.5'16.0"16,0"10.0 6.5" 11.0"14.000NC) 16.0•':16.0"12.5"'16.0";16.0"16.0"12.5" 8.016.0"16.0 10.0 6.5 11.0 1.1.0"............... . . ......................................3G.0":16.0"10.5^iG.O":36.016.0"10.0" 6.5" 11.0"14.0" N16.0"j10.0" 6.5"111.0114.0"1G.0"10.0";6.5" 71.0"tM1.O"16.0"10.0" 6.5' 11.0"14.0" 0 W LL O 1"MIN EDGE DISTANCE_ NOTE: "S•'INDICATES ANCHOR SCHEDULE SPACING. cl a c3 c4 T_cs Cl a c3 & F cs c3 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITY7 TAPCON OR ELCO --43-- 16:0"L6.0" 7.5_' _8.0" 16.0"16A•':1G0" 5.0 5.5 _16.0 _56.01 9.0__" 3.0" 4.0" Ia.D" I-------i --� -- - C2 CONNECTION TYPE USING PIECE Qp WITH OUTSIDE t< ULTRACON WITH 1-3/4^ 53 iG.O"160" 5.5" 6.5" 16.0"16.0":12.0" 4.5" 16.0"14.5':J.5' _10.0" ANCHORS ONLY o EMBED(31929sf MIN COPIC) 62 i6_o"15.5"_4S' -5.5" i6.0"160" 5.0" 4.0" 14.5'14.5"{•7.5" 10,0" - C4 CONNECTION TYPE USING PIECE�WITH ... MEN �-------------------- OUTSIDE ANCHORS ONLY 70 16.0"12.5"j 4.0" 5.0" 16;0"15.0" j_5" 13.0"34.5" 7.5" 10.0" •100 f 4.5" 7.5"���������10.0"14.5" 7.5^ jjj/10.0_ t4_S"_7.5" 10.0" ............. ....... .... ...... .. ...__ .___ _ 114"MILLENIUM MILLFAST _43.-76A"!16.0j:11.0"13.5";16.0'•16_0"13.0" 6.5" 9.5" 16.0"13.0" ' WITH 1.3/4"EMBED(327SPSI_53_ 16.0":16.0":8.6" 11.0"j 36...16,0" 9.0";5.0_ 7.5 16.0 10.5" 55" ..5"_ Y.5" ANCHOR NOTES: 6 MIN CONCRETE) 67. ]6.0"11.5" 6.D" 9.0"y16.0"13.5" 7.0"`4.0" -65" 11.0"10.5•• S.S' S.5" 7.5" SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING p 16.0"i 9.5" S.W. BA" 16.0"11_5" 5.5" 5.5" B.S" 10.S" 5.5" 5.5" 7S" 1 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE eri1075r-TS-5- g 100 10.5" 5.5" S.5" 7.5" 70.5" S.5" 5.5" 7.5 9.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). s¢ ALL-POINTS ST 1.1/4_'•MIN EDGE DISTANCE ANCHOR W/7/8'EMBED& Ct 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,C ��♦4rII►►/��y..ma;<m¢ ' ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a 114-20 55 MACHINE SCREW M13_ 16.0"16.0" 8.5" 70.5"16.0"16.0"72.0" 5.5" 7.5" 16.a"12.5" 6.5'• 3.0" S,D" 10.D" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (300op5i MIN cont) 53 16.0"15,0" 6_5" S.o" 36.0"16.0"i 9.5" 4.0" 6.0" 15.5"10:0" S.0" t o" 7.0" THAN OR EQUAL TO SHUTTER SPAN. p __ oc-3 q 62 16.0"11.0° 5.0::_730" 15.0°77.5" 65" 3.5"• s.o" L0.0^1.0.0^ 6.0" a.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .s t t� 70 1G,0" 9.0" 4.5" 6:0" 160"10.5" 5.5" 3.0" 4.0" 6.0" 10.0" 5.0" 4.0" 7.0:' E S $ IOD 10.0" SD" 4:0" 7.0" 10.0'• 5.0" 4.0" 7A" 30,0" S,0" 4.0" 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE c __ _ 3"_M_IN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHORSCHEDULE FOR PROPER m v a 1/4"ALL-POINTS SOLID-SET ------- _... _ ____ ______________________ ___________ ____________ ANCHORTY BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -- ANCHOR W/7/8"EMBED& Ci C2 (C3 ij4 CS Cl� C2 � C3 C4 C5 CL C2 i C3 C4 G5 CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF < 1/4-20 SS MACHINE SCREW 43_16.0"1fi.0":16.0"16.0' 1G.0"16.0"16.0^_11.5"16.0"t6.0"16.0"11.0":7.0" 11.0"1G.0" CONNECTION TYPE. IS (3000ps1 Mitt CONC) 53 16.0116.6".13.5"16.0 16.0"36.(1 14.0 0,5 18S"36.0"16.0" B.5";-SS"- 9.5 12,0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0";16.0":10.5"16.0":16.0"16.0"11.0"1 7.0" 11.0':16.0"16.0" -8.5"'S.5" 9.5" 12.0" ONLY. .__.__. ._..._.___.�.................... .. .............._. ......... ID.O"13.0•'16.0" B.S�:S.S"19.5" 12.0'• • - 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 12.0'•16.0" 8.5":S.5" 9.S" 12.0•' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2.5/8'MIDI EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER " 114"POWERS SS DROP-IN -_� ---__ ---------------------- FINISHES. $ w/i/4-2D SS DOLT AND C3 a j C3 C4 t CS Cl C2 : C3 C4 C5 Cl C2 i C3 : C4 CS .• " I"EMBED(3000p51 MIN 43 16.0"116.0"14.0"76.0":16.0"16.0"14.0":8.0" 12.5"16.U"ta.0" 7.5" 5.0"_�8.0" 31.5" 7. INHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS " -'---'-"" I'____-'"___""' 'i"""' - - _ _ -- VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE UATE WOOD FRAMING CONC) 53 16.0"16.0" 9.5 SM1.O":16.0"16.0" 9.5":6.0" 10.0"16.0"11.5'• 6.0" 4.0"j 7.0" 8.0" a ; 62 16.0"12,5" 7.5" 12.0 16.0"14.5' 7,5"j 5,0" 8.5" 11.S"11.5" 6.0" 4.0"1.7.0" 8.0" h1EMBERS,NOT PLYIYOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR �g ° •� _70 160"10.0" 6.5" 30.5"1.16.0"12.01116-0"1 L 7.5" 9.U" tf.5" 6.0" _4.0":%.0" _8.0" SID[CLOSURE PIECES. d FI 100 11.5" 6.0' 4.0"--i.0'T1 0.U" ii.5" 6.U"1 a.o-" 7•D" 8.0" 11.5'••6.0" 4.0"i 7.0" 3.0' S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER If SHALL BE LOCATED IN CENTrR OF NOMINAL 2'x 4" MSN. WOOD�TLID.3 4" e (( ) / Li 1/4"POWERS SS DROP-It! -__._. .. _ -. -- 3.1/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FW-IIN(i. LAG SCREWS SHALL c �1 m W/1/4.20 SS DOLT AND CI I C2 C3 C4 I CS Cl C2 C3 G CS C3 C2 C3 ! C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. r I'EMBED(3000f1s1 MIN _-43 16.0"16.0"15.0"16.0"16.0"t6.0"14.5" 9.0" I3S°16.0"15.D" 7.5" S.0";9.0 11..0 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2"ENGAGEMENT OF TFIREADS IN 8tlq CONC) 53 16.0"16.0"10.5"15.0"16.6"16 0 10 0' 6.5!' 10 5 SG 0 t2 O e.0"•a.0"!7.5" 6.5" VASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 12,5"16 0"f5 0 8 0- 5 0 9 0 12 0 12 0 _6.0"__4,0"j 7 5 8 5 HEAD(SIDEWALK DOLT),U.O.N. pE,i j •EF♦-�0 70_16.0 10.5 7.0•' _11.0'16.0"12.5 i 6.5" 4.5 8.0 9.5 12.0" 6.0" q,0"i_7.5 8.5" L" 80 7 ® DESIGNATES ANCHOR CONDLTIONS WHICH ARE NOT ACCEPTABLE USES. 700 12.0"•6.0"-a,i1" 7,5" 6.5" f2.2'MIN 1EDGE'DISTANCE.5"-iz.6"1.6.0''j b.0"1 7.5" 9.5" s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING 14ACHINE SCREW, 0I 1 ®R 412 SMS W/2"EYEWALL C1 C2 C3 C4 CS CS : c2 C3 C4 C5 I C1 I C2 C3 : C4 I CS NUT OR WASHER WINGNUT'. WP,YGMN WML B82i/ADOPE ARMOR INSERT W/2"EMBED 43_ 16.0"16_0"11.5"14:0"16.0"16.0"j 160"-7.5"_10.0"16.0"36_0'_ 9_0" M1.5";6.5'_13.S^ 11. MINIMUM CONCRETE STRENGTH$ARE AS INDICATED IN ANCHOR SCHEDULE. 15"'2339 (2000p51 t•11t1 CONC) 53 16.0' 16.0" 8.5" 11.0"16.0"16 0 1l 5• 5.5" 8.0" 16.0"14.0" 70, 3 5':S.5., I0.0" -62 16.0 15.0"17 D" i.iF 1b.CF 16 0 _9.0'L 4.9' 6.5" 34 0 14 0^ 7 0 3 5"'S 5 10 0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOTBE USED TO sfrlee " DRILL INTO HOLLOW BLOCK NOR SHORD IMPACT DRILLS BE USED TO INSTALL pppE DESCRIPTION] j 70 16.0 17.0" 6.0" B 0 16,0"14 5 7.5" 4 0 6.0'_10.5', 0 5_34.0"_7.0"_ 3 5"J-5 5 1DA" CONCRETE SCREWS TO HOL(.AW BLOCK --- -- ---- ------ -- -- - -300-14 0- 7 0" 3 5' S S" 30 0"14 0"•7.0 7,5 5.5 xD.d`14.0" 7.0" 3.5" S.5" 10,0" R 412 SMS W/2.75 EYEWALL 43 16.0"16.0"1G.0"16.0"16.0•'16.0'•:16.0"10.0"14.0'•36.0"16.0"11.5" 60" 93" 16A" AR14OR INSERT W/2.5 -53_.16.0"16.0"12.0"16.0"16.0"16.0"t1S_D" M. 11.0"16:p"16,0"-9.0"- 5.0"_6.0" 17.0" - EM11BE0(2000p5(ME CONC) 62 16.45"f 6() 4 5 13 5 16 U 16 0"11 S 6 5 5 5 16 0' 16.0', 9.w 5.0" 8.0" 70 16.0 lb 0 B 0' 115 16.0"iG 0 9 5" 5 5 8 5"M.D. 4 0 16 0" 9.0" 5.0" 8,0" 13.0" $ 100 16,0 9,0" S.0" 8.D 53.0"16.0•9.0" 5.0 8.0" 13.0 16.0•' 9.0" 5.0" B.D" 13.0" PAZ G, ANCHOR SCHEDULE: CONCRETE (CONT.)_ 2-3116"MIN EDGE DISTANCE 3-1/6'MIN EDGE DISTANCE . t-2 -------------p----------------• _. _..--------------------------------- '--••-•-------------...---...-----...---.. Spans U To 6'-0" Spans Up To 8'-3" Scans Up To 17.'-0" Spans Uy Ta 6'•0"_ Snans Un To B'-3" Spans Up To 12'•0" rn LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONE!TYPE _ ANCHOR (psf) Cl C2 I C3 C4 C5 Cl 1 C2 IC3 I C4 I C5 Cl I C2 I C3 ! C4 CS Cl C2 t C3 I C4 I C5 Cl I C2 I C3 : C4 I C'S Cl I C2 1 C3 C4 1 C5 S 36`lTV/TAPCON XL WITH 36.0 16.0"16.0"i6.0"12.5'16.0"16.0" 11.5" 7.5" 72.0"16:0^ / 1 - - -- _1111.. �_,_... t 2-3l4"EMBED(28990>I N47N 53 16.0 16.0 14.0 16.0 16.0"16,0"14:Y' 9.0" 14.0"16.0"16.0" 9.0";6.0":10.0":12.5"16.0"16.0"14.5'16.0": .0"16.0"15.0" 9.Q";14.5'16.0"16.0" 9.S" 6.0" 10.5"132" 1111.. 1111. ........................... ........................... 1111..__ ______.______ _ ._ � Q CONC) -62 16.0"7610'•1.1.5'1b.0"16.d"16.0"11.5" 7.5" 17.,0"16.0"1.6.0" 9.0"'6.0":10.0"12.5"16.0"16.0"11.5"16.0"136.0 16.D"11.5 7.5 12.0"16.0"16.0" 9.5" 6.0" 10.5"13,0" _ - ________________.__...._____. .................._.__111.1.. 1111... 9.111. .. 6.01, 10.W,113.3" 0 , 70 16.0"15.5" 9.5" 15.0"16.0"16.0";9.5' 6.0" 10.5"13.5"16.0" 9.0"�6.0" 10.0"12.5"16.0"1610"10.0"15.0"116.0"18.0^_10.0" 6.5" 10.5"14.0"16.0" 9.5' G.0" 10.5"j 13.D" 100 16.0" 9.0" 6.0" 10A"'11_S'16.0'_;9:0'__-6.0" .tU.6"':12.5'16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"F13.0"16.0 9.5" 6.0"_ ------ --------- - T- 5/t6"FACO IILTAACON WITH _a3 16.0'•:16.0"16.0"t6 0 16.0"1G 0 16.0"13.5"16.0 i6.0"16.0'32.0' 8.0" 13.5"1.6;0"16:0"16:0"16.0:.16:0"16.0 16:0.16:0 15 0"lG 0 16 0 iG 0 1]0 9 0 15 0 16 D" 1N a ui a .......................... .. 1111. ... W ,.X 3.7/4"EM BED(3500ps1 MIN 53 16.0";16.0"16.0"16.0"16.0"76.0"15.5"10.0"16,0":16.0 16.0 9.5" 6.5" 11.5"13.5"16,0"1G.0"16.0";1G.0'16.6"16.0'36.0"11.0"16.0";16.0"16.0•'30.5 7.5":12.5"15.0" �� IWU ui ...................................... _._.............11.- "....... CONC) G2 16.0"!IG.0-12.5"16.0"16.0"76.0"12.0" 3.0" 14.0"'16.0"16.0".9.5" 6.5" 11.5'13.5"16.0"16.0" 16.0" 16.0"16.0"f3.S' 9.0" 15.0":16.0"16.0"110.5" 7.5"112.5"�SS.O" LL 145.5__ ___ _ 16.0"..... 1111-. LJ o Zk _ m o e 70 16,0"116.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"1.4.5"16.0" 9... 6... 31.5"13.5"1G.0"16.0^1.1.5":16.0"16.0"16.0"11.0" 7.5" 17.0":1610"1G.0"110:5" 7.5" 15:0" _............................. _........ 6.5" .1.5......5..1............ _ Pi 100 16.0"j 9.5" G.5" 11.5"13.5"162 9,5" 6.5" 11.5"73.5'16.0" 9.5" 6.5"�it.5"13.5"16.0"110.5".7r5" 112.5"SS.G•'16.0"10.5" 7.5" 12.5';15.0"16.0";10.5" 7.5'12.5'15.0" N .,-13.. 1/4"304 SS POWERS TAPPER 1.1/2"nflN EDGE DISTANCE _ 3"MIN EDGE DISTANCE 1-3/4'EMBED(3000psf Cl C2 C3 C4 C5 Cl C2 Cf C4 C5 Cl C2 C3 C4 : CS C3 C2 C3 C4 C5 --T- W/ C3 C4 C5 Cl C2 C3 C4 C5 to .�T+ y MIN Coup 43 16.0"14.5'1 G.S' 8.5" 16.0"12.5" 7.0" 4,0" 6.0" 12.5" 7.0" 3.5" 4.0'•1 5.5" 16.0"16:0"33.5 1.6.0"16.0"16,0"14.0"�8.0" 12.0"16.0"14.5"�T.5' M1.5' B.0" 11.5" - - - ' :........ ' W� 53 14.0" 0.5" 4.5 6_S" 14,0" 9.0"- 4_5":3 0" 4.5' 9.0" 6.0" 3.0" 3.0":4.Q" 16.0"16.0" 9,5" 13.5•'16.0"16.0" 9.5' 6.0" -9.5"-16:0"12.0'_ 6.0^ a:0" 6S" ------- 6.5- 62 p ; 1111-1111-1111------'1'"- -'"�/ 67. 11.5' fi,5";3.5" 5.5" 12.0" /0 3 S'% 4 0 6.0" 6.0' 3.0' 3:0":!f_0" 16.0"17.0': 7.5" 1Ld'.16_G.:14.5. 7.5 5.. 8. 1 C):; 6 5 1111...4111.. 4441_ i ..... 6........... -. 11 11 _ ... 1111. 1111 1111 ... 70 9.5" S.0" J.0" 5.0" 10.0" 6.0" 3.0'/ 3 S 4.5" 6.0" 3.0' 3.0" 4.0" 16.6-110.5" 6.S' 10.0"16.0"12.5" 6.5" 4.0 7.0" 9.0 12.0" 6,0 4.0` 100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" G.0" 3.0" 3.0" 4.0" 12:0" 6.0" 4.0" 6:5': 8.5" 12.0" 6:0" 4.0:'j 6.5" 5.5": 120' 6:0" 4:0" E. 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK a } N 4444___ 1"MIN EDGE DISTANCE 2.----MIN EDGE DISTANCE k �. S•a.U T. " Spans Ug To 0'-3" SpAn.5 Up To 12'-0 Bpana Un To 6'-6" Snares Un To lY-3" Wiens Up To 12'-0" ^0 F r LOADCONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE (]TNN TYPE g 61 s ANCHOR (psf) Cl C2 C3 C4 : CS Cl I C2 I C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W m 1/4°1TW TAVCOfI V11TH 47_ 8.5" 7.0" 3.5" 8.5" _6.0" 3.5" 6.0" 3.5" 11..5"10.0"_S.0"1 4S.' 11.5 8.5 4.5 3.0 4.5 8.5 4.5 3.0 :4.0 ac6°0 t^ 1-1/4-EMBED _57 7.U"-9.0 � 7.0'. 4.S_� 4.5" 9.5"- 6_0'__ D.S' S_0.`••9.5" Z 3 fi .62 S. 4444 .-70 4.5" 5.0" 3.0" 6.5" 100 13.0' . 9- r 4.0,:'+' (q� a 114"ELCO ULTRACOf4 WITH _43_13.0"10.5" 6.5" 13.0" 9.U" 9.0_' 13.D"10.5' a.5";6.0" 13.0° 9,0" 5.0" 3,0" a.0" 4.0" 5.0:'_" _4.0" �'• � $ $ 1-114"EMBED 53 105" 6.5' 10.5" 6.5" 6.5" 10.5' 6.5" 3.5":5.0': 10:5" 6.5 3.5" 3.5" 6;5" -9:0" 3:0" 3 11 1 1.. ..� ... ... .. .. 1 A- ... .. 4,5" 4.0" 9.0" 5.0"! m70 7,0" 7.5 7.0" 3.5" 3.5" 7.5" 4.5, ....... >S ' IUD 4.0" 3.0" 4.0"1 3.0" 4.0" 3.0" O 1/M1"MILLENIUM MILLFAST a3 12.5"10,5';42" 5.0" 12.5" 9_0': 5.0" 9.0" . 5..0"- 4.0" 13.,51."1 1111 .5" 7.5' 13.5"10.0! 5.5" 5.0 10.0" 4.5" 55 1 -m ANCHOR W/1-1/4'EMBED G.S.- T Z 62 5" 4.5" 40" 7,5" 4,0" -40" B." o j 4.5" 4 6" Z 100 4,0" 4.0" 4.0" 4,5 4.5 4.5" V 1•/4"M[N EOGE IS Af1CC 2'MIN EDGE DISTANCE W 1/4'ALL-POINTS SOLID-SET ............ ............ ..................1111... .. .............. _ --- __ _ 1111 1141 _ __ _ 'o ANCHOR W/718"EMBED& CS C2 C3 C4 (CS CI C2 C3 C4 T. C1 LZ C.3 C4 CS L'1 C7. C3 C4 CS C2 C2 G3 C4 C5 Cl � C2 C3 C4 C5 1/4-20 SS MACHINE SCREW 43 15.0"13.0 5,0" 8.0" 15.0"11.0" 6.0":].0" 4.0" 11.0" G.0" 3.0" 5.0" 16.0"16.0" 8.5" 30.0"16.0"16.0"10.5" 5.0 7,0" .................... 1111. 1111.. .................. ............ i 53 32.5" 7.5" 3.5" 4.5" 12,5" 8.0" 4.0" 3.5" 8.0" 5.0" 3.5" 16.0"13,0" 6,0" A.0" 1G,0"34.0" 7.5" M1.0" 5.5" 13.5' 9.0";4.5" 4.0" 6.5" .--.--.-4111..1 ................R......... ._......_.... 1111...1111. g 10.0" 5.5"��/ 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9S" 5;0:' 6S•' 16.0"11.0" 5.5" „ _ 1111 1111 .................. ... JO 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 9_0";A.5" A_0" 6.5" d �( " ¢ 1111 .. ........ - 100 5.0" 3.5' S.0" 3.5" 5.0" 3.5" 9,0" 4 4.0" 6.5" 9.0" 4.5" 4.0" 6.5" 9.0";4.5" 4.0" 6.5" 5/16"ITW TAPCAN XL WITH _ 3"MIN EDGE DISTANCE 4°MIN EDGE DISTAN_C_E_ 4144_ 4444. .._ .- .............4111... ............... 1-3/4"EMBED C1 T C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 i C2 C3 C4 CS "-' k 72.0" 14.0" 7.5" 5.0" 3,0" 5.5" 53 15.5" 4.S" 6.0" 9.5" 15.5"10.0" 5.0" 6.5•' 30.0" 6.5" M1.5" 4.S' g �_ -G2-- 1j•0" 7.U" 4 fi" 8:0" 13.0" 8.0" 4.0" 5.5' 6.5" G,S' 4.5, •4:54,5 p f00 6.5" 3.0" 4.5-14.5" 6.5" 7 - 1.9/16"MIN EDGE DISTANCE _ 3:1/8'MIN EDGE DISTANCE 5116"ELCO III.TRACON WITH Cl C2 C3 U C5 Cf C2 C3 C4 CS CL a : C3 C4 CS Ci�-C2 1 C3 1 G1 CS Cl C2I C3 I CA[ CS C.t C2 I C3 1 04 CS CWYXGgfW1HLB0Y-=F-.E 1.1/4•EMBED 43 12.0"10 0" 12:0" 8.5" 8.5" i6.0"16.0"'` 7.D" _53_ 9.5" 6.0" 9.5" 6.0" 6.0" 16:0"10.5"I 6,0"i_B.5" 16.0 11.0 6.0 1n.S" 7.0� 1.5-2339 62 8.0" 8.0'• 14.0"7.5"�� 7.0" 14.5 -8.5 7.0" 7.0" eCALEe 70 6.5" 7.0" 11.5" 6.0"'// 6.0" 12.0" 7.0" Y.0" PA66 OESLA1PTInNt ANCHOR NOTES:SEE:SHEET O 9 FOR ANCHOR NOTES. 'fl tot ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ,/O P. 2'MINEDGE DISTANCE •••"II"•. ; ................................................................................ 0 ........ ......---____ ' (�G Spans UD TO 6`-" 5U4AS UD TO 8'-3" Sean Up Tp 12'-0" d' S fD ANCHOR LOAD CONN TYPC• CONN TYPE CONN TYPE s F (Par) C3 C2 C3 C4 C5 CI C2 C3 I Ca I C.5 Cl I C2 i C3 I C4 I CS a.465 412 SMS W/2"EYEWALL 43 16.0" i6.0" 7,5 9.0 16.0"I5.5" 8.5'• a.5" 6.5";15.5" 8.5" 4.5" 4.0" 7.0" _,* ' ARMOR INSEP.T W/1-1(4" _53_ 16.0"10.5" 5,0" 7.0" 16.0"11.0" G.0" 3.5 5.0"111.0" 7,0" 3.5" 3.5" 5.0" �• EMBED 62 14.0" 7.5"- 4.0" 6.0" 14.5"-9.0"r4.5" _4.0" 7.0" 7.0" 3.5" 3.5"--5.0"_ � m y a+ 70 11.5" 6,0" 3,5" 5.5" 12.5" 7,5":3.5" 3.5" 5.5" 7,0" 3.5" 3.1 S.0" Qom. �, / �(` ANCHOR SCHEDULE: WOOD (G=0.55) y���ii �S r 1�7 3/4"MIN EDGE DISTANCE 'p 7a d 4 C a G 5pans UD To 6'-0" Spans UD To 8'-3" Spans UD T4 12'-0" L 6 to to �n LOAD CONFI TYPE CONN TYPE CONN TYPE •' _ ANCHOR �Ps� Ct C2 '.C3 C4 Cl C3 j C4,3 CS C1 I C2 ' C3 C4 CS (U •+� u m 114'LAG SCREW WITH 1-3/4",C43 16.0 16'A:11.5 22.5 1G'0"16.0"0'pM7.5" 9.0" 16:0"16.0"14.5" 4.5" 6,0" 16.0" � e MIN THREAD PENETRATION 59 16.0"16.0'1 r0.5" 10.0"IG.O"16.0"iG!0"16.0" 7.0" 16:0 7.6.0"11.5" 4.0" 5.0" 1G.0" LA d a __ ............................................ P X -62--16,0"16.0" 7,0" 8,5" 16.D"16,0"14.5" 5.0"!6.4" 16.0"76,D";11.5" 4.0" 5.0" 16.0" 0, 70 I6.0"16.0" 6.0" Y.5" 36.0"16.0"12,5" 4.0";5.5"j.... 1..0";11:5" 4.0" 5.0";16.0" .t n N 100 16.0"11.5" 4.0" 5,0" 16.0"16.0"17.5: M1.0" 5.0`_:16.0"IGA"11.5' 4.0" a 7/16"WOOD BUSHING WITH 43 16:0"16,0" 8:0" 1D.0"16:0"15.5"1 8.5" 4.5' 70':15.5"_0.5" 4,1__j 4.5"y7,0° �� 1.13"MffJ Ef40E0&114-20 ••53 i 70,5" 5:5:1 8:0". 16.0"11.0"'.6:0" 3.5" 5.5"_11.0" 7:0" _ v SS MACHINE SCRP,Y 62 14.0" 8,0" 4.5" 6,5' 14.5" 9.0" 4,5" 3,0" 4.5" 7.0" 7,0" 3,5" 4.0" 5.0" m o ,Lmnn -70-12.0_' 6.0" 3.S' S.5' 125" 7.5" 3.51_j4.1�_h4:0"1-5.0"_ o � �189 700 70 35 40 SG i0 35 '.1.14 SMS OR 014 WOOD 43 160 160 125 145 160 160 J8.0 100 160 SG 0"IJ 50 '7.01161( OJ r SCREW WITH I-3(4"MIN _53 16 0 16 0 90 11 5 16 0 16 0 35 0 6 D 8 0 16 0 16 0 9.5 4.0 5 5 417.0" W $ THREAD PENETRATION _ d 62 16.0 16.0' 7.5 9.5' 1.6.0 SG.O '11.5 5.0' %.0' 16.0' S.5 13:0" ~� .... 3 .. 8.5" 16.0"16.0"30_0"I 4.5" 6.0" 14.0"16.0_19.5'14 5.5" 13.0" y tan p m 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5";4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" 6 n CO tmq ANCHOR SCHEDULE: WOOD (G=0.42) IrO�zm s 3/4^MIN EDGE DISTANCE N F g r >SOa04 UO TO 6'•0" Sc-..s ans UD Ta -3" Spans UD TO 12'-0" LOAD u �j IRSf) COtJN TYPE CON1J TYPE CONN T'!; L5" j m AN qM s ut C1 C2 C3 C4 Cr C! C,2 j C3 C4 C5 Cl C2' C3 G1 CS N 1J4"LAG SCREW WITH 1-3(4'--43- 16.0 16.0" 9,0" 10.0"16.0"16.0"16.0" 5.5":7.0" 1G.0"16.0" 9.5" 3.5' M1F1 THREAD PENETRATION 57 16.0"A.T. 5" 8.0" 16.0"16.0"12.5'• 4,S':5,5" 16.0"15.0" 7S"' 3.0" 4_0" 11.0" .................... ................. ,_..__ -._.-__-__ " 62 1G.0"1G.0" S.5" 6.5" 16.0"76.0 9.5 3.5" 5.0" 15.0"15.0" 7.5"f 3.0" 4.0" 11.W 70 16.0"33.5" 4... 6.0" 16.0"16.0 8.0" ],0" 4.0" 31.5"15.0" 7.5" 3,0" 4,0" 11.0" E e 100 15.0" 7.5' 3.0" 4.0" 1l.D"15.0" 7.5":3,0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" rye. __-___ ......{.............. #14 SMS OR{F14 WOOD 43 1G.0"16.0" B.S' 10.5"iG.O"16,0"12.5 5.5" 7.0" 16.0"1.3.0" 6.5" 3.5" 5.0" 70.5" w p SCREY7 WITH 1.3/4"MIN 53 16.0"16.0" 6,5" &0" 16,0"16.0" 8,5 :4,0 5,5" 16,0"10.5" 5.5" 2.5"J 4.0".7.5" 3 THREAD PENETRATION ---_... __ ._.._.. i _62__ 16.0"11.5" 5.0" 7.0 16.0"13.0" 6.5" 3.5" 5.0 10.5"10,5" 5,S" 2.5 j 4,0" ______________. .......................................0 ---_.......... TO 16.0" 9.5" 4.5" 6.0" 16.0"13.0" 3.0":4.0" 0.0" 100 10.5' S.5" 2.5" 4.0" 7.5" 30.5" 5.5" 2.5";4.0" %.5" 10.5" 5.5" 2.5":4.0";7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE_ G Spans Up TO 6'-D" spa LS UD TO 8'-7" Span;Up TO 12'-0" w ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE g 4 'O = SR'O C1 C2 C3 C4 C5 Cl C2 C3 j C4 j CS Ci I C2 C3 C4 C5 F 5 16^ MIN. EMBED XL W 43 6 _ 1 / •- 1:0'j16:0"16.0 J:6.0"16.0 16.0 16:0 35.0":16.0"160"76:0"t5:0" 9:0" f•1.0"16:0" '�m�� S 2-3148g°,,MI,,N.E��MBED 53 o" J60 160 160 160 16.0,;160 11.0"j16.0 160 160 120 75 t20 160 jCS 62 16.0 160 740 160 160 !604150" 9.0";14.0'M. 16- 120 75 J120 160' . .,,_._..... d S -------------------- 70 3fi.0 16 0 13.5 16.0"16.0"16 D 12 5" B_0"1..... 16.0-16.0"- 120 ...... ---100 16.0 12 0" 7,5 12.0"I6,0 1G.0 12.0 7.5" 12,0 16.0"16.0' 12.0 7,5":12.0,16.0" jg y "jR _._..._•___. -.....__ __� F3 7C a ]4 5(16"ELCO ULTRACON W( 43 16.0"16.0"10.5"74.0'_16 0"16:0"30.5":6.5" 9.5^ b 2.1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"1G.0"14.d` 7.5" " " 91, 6.5" COPiAuaNLFRNI(LBERW1010PE IN 9.0" 6.5" 15-2339 S700 15.0" 8.0" 5.0" BTO"-15_.5° 9.5"M........................ . lr,:5:5°,.... .... . ------l�ll I/....... PAC D j_L9CRI IO . 2_'HIM EDGE DISTANCE __ __ I C2 C3 C4 CS Cl C2 _C3 C4 J( CS #12 SMS W/2"EYEWAII 43_ 160"iG-0" 9 9"_11.5"j 16.0"16.0,j .0.' _01 6,0". 6 0';16,0"14.5_" T.5" 3.5 -5.5"111.5" .�.� ARMOR IPISER7'`N/7"EMBED _53 36.0"ifi.0" 7.0" 9.0 16.0" 160 9.S' 4.S" 6.5" 16.0"31.5" 6.0" 3.0" 4.5" 0.5" 62 16.0"13.0" 5.5" 7.5" 16,0"14.5" 7.5":3.S" 5.5" 12.0"11.5' 6.0" 3.0"_ 4.5^ 8.5" -"" --•4.-_' •------ ANCHOR NOTES:SEE SHEET .70 16.0"10.5" 5.0" G.5" 1G,0'_12.Y' 6.5,'E 3.0" 4.5" 9.0" 11,5" 6.0";3.0" 4.5" &5" -�•-�� - --'-•----_--" - '-"-'----'" -_ --- 9 FOR ANCHOR NOTES. __ 100 11.5" 6.6" 3.0" 4.5" 8.S" Ti. 6.0":3.0" 4.5" 8.5" 11.5" 6.0"�3.0" 4.5".B S" ,