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Michelle Franklin,CFA—Saint Lucie County Property Appraiser—All rights reserved. .,. i Property Identification J J l Site Address: 2751CO01IDGERD Parcel ID: 2323-501-0043-000-9 Account fi: 14122 23235 .f� .t � Mag LD: 0100 Use Type: ARA Zoning: Ci{ylCounty: Saint Lucie County v Ownership William L Center Jr 2751 Coolrid eRd Fort Piercc.FL 34945 Legal Description MODEL LAND CO'S SID 23 35 39 N 12 OF N 12 OF LOT 8 I SW 1/4-LESS E 45 FT-AND THAT PART OFVAC SITYPE RD AS IN OR 234-5049.37 ACI(OR 3534-784) z-' Current Values JustlMarket Value: 5145,800 Assessed Value: 5133,546 Fx tions: $133,546 �g Taxable Value: so Taxes for this parcel:SLC Tax Collecto?s Office O Download TRIM for this parcel:Download PDF 12 Total Areas Finished/Under Air(SF): 1,181 Gross Area(SF): 3,149 Land Size(acres): 237 Land Size(SF): 103,2372 Building Information(1 of 2) Finished Ates 1,181 SF Gross Total Am:2,621 SF Exterior Data Yep,: Roof Cove-Metal RoofStructure:Hip Building Type:HC+ Year Built:2000 Frame- Grade:C+ Effective Year.2000 Primary Wall:Hardi Plank Story Height 1 Story No.Units:1 Secondary Wall:CB Stucco Interior Data Bedrooms:2 Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heat Type:FrcdHotAir Avg HgtOoor.0 Half Battu:0 Heat Fuel:ELEC Primary Floors:Tile-Ceramic A/C%-IWA Heated"/c:100°% sprinkled 7.:0% 'C D1(1 1 m. Building Information(2 of 2) FinUtdA:ra:0 SF Gross Total Arca:528 SF Exterior Data View: Roof Cover-Sheet Metal Roof Structure:Gable Building Type:DCAR Year Built 1999 Frame: Grade:DC- Effective Year:1999 Primary Wail:No Ext Wali Story Height:l Story No.Unita:o Secondary Wall: i 4 I Design Data and Installation Schedule WILLIAM CENTER 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 63 39.4 LAGS 12/12 2ND FLOOR 2 ACCORDION WOOD 87 39.4 LAGS 12/12 2ND FLOOR 3 ACCORDION WOOD 87 39.4 LAGS 12/12 2ND FLOOR 4 ACCORDION WOOD 87 39.4 LAGS 12/12 2ND FLOOR 5 ACCORDION WOOD 63 39.4 LAGS 12/12 2ND FLOOR 6 ACCORDION WOOD 63 39.4 LAGS 12/12 2ND FLOOR 7 ACCORDION WOOD 30 39.4 LAGS 12/12 2ND FLOOR 8 28 GAUGE WOOD 43 39.4 PANELMATES 12112 2ND FLOOR 9 ACCORDION WOOD 63 39.4 LAGS 12/12 2ND FLOOR 10 ACCORDION WOOD 30 39.4 LAGS 12/12 2ND FLOOR 11 ACCORDION WOOD 63 39.4 LAGS 12/12 2ND FLOOR 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 07/01/2015-9:22am DanleIG V:AProjectsA 2014-MPS1400 Wind Charts\ Reference100-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH 5 607 DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE TC t BASED ONXd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tribute Area 5 Ft Roof Trlbuta Area S Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Heigh[ SO 15 20 25 30 tight 10 15 20 25 30 35 40 45 50 DEFINED A6 THE CRI 'CG N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. -31.9 -31.1 -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 0 ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +29.4 +28.6 +28.1 +27.7 +27.3 + 0-15 ft +29.4 +28.6 +28.1 +27.7 +27.3 +27:0 +26.8 +26.5 +26.3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. 16 ft -32.4 -31.6 -31.0 -30.6 -30.2 -2 2 16 h '39.9 -36.4 -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 + +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF, T. 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. -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 6. CALCULATE THE TRI + E OP NING IN QUESTION(HEIGHT"WIDTH)OR 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 17([ +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS , -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3),USE'THE AREA BETWEEN STRUCTURAL 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 OPENINGS AREAOF ANO ENING CANNOTT 1 E IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)BETWEEN STRUCTURAL MULLS. IF THE SHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 f[ +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 -37.8W9�.66 -35.7 8'READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 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 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 +31.9 +31.1 +30.5 + +28.6 GENERAL NOTES: 23 ft -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 23 ft -43.1 -41.4 -40.2 -. -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 +32.2 +31.3 +30.7 + +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -33:V- -36.7 CRITERIA AS OUTLINED HEREIN. 24 ft 24 it 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 +32.5 +31.6 +31.0 +30.6 +30.2 +29.11 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 it +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(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 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 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(t +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft NG +33.6 +32.7 +32.0 +31.6 +31.2 + 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUUILDING DEPAR MCOEFFICIENTS E N A RRANTYND FFOR APPLIED BY 7ICABIILITY 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 OFFER 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 + 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.6 +30.5 +30.3 5.THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. REI MITTED TEST CRITERIA AND OTHER 30 h -36.9 -36.0 -35.4 -34.9 -34.5 -3 30 ft '45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE +34.0 +33.2 +32.5 +32.0 +31.6 + +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL TEM ORDINANCES. 32 ft -37.4 -36.5 -35.9 -35.4 -35.0 -3 . 32 ft -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7,NO CERTIFICATIO OF THE HOST STRUCTURE. ;+31. 0.9+34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +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(t +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31'.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 1+31.7 +31.5 1 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, rPEAK 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 it +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 45 ft -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 EAVE HEIGHT +37.1 +36.1 +35.4 +34.9 +34.4 +34,1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 to a ROOF 50 ft -41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 50 ft -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 1 HEIGHT +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 Q -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 -51.8 -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 4' 55 ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 55 ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 tJ I I [J ® ® . -42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 A9.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 0 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.6 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 1+35.5 +35.3 WALL ZONE FIGURES h-� IS METRI �N1 O o REMARKS GSS TS3 DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING �� o m� D O INR ISSUE GSS TSB 03/05/12 0O m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r2O14) EXPRESS z� \ 4� 1-- • .� REV 2014 FBC DGM TSB 06/10/15 ` J � 0 CORPOMTE OFFICEI z z ASCE 7-10, CHAPTER 30 $ �m m 160 SW 12th AVENUE, SUITE 106 " z Ij DESIGN LOADS FOR COMPONENTS &CLADDING z p DEERFIELD-BEACH, FL 33442 v a z MASTER PLAN SHEET m m 1 O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)3S4-0443 z m AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT -q LJ O d WRnIEN CONSENT OF ENGINEERING EXPRESS.ALTEPATIONS, CERT OF A:UTFI N9BBS z O a A� O E:HELLO@ENGINEERINGEXPRESS.COM N z m m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM jul i 11/9/2017 Florida Building Code Online SCIS Home I Login # User Registration Hot Topics Submit Surcharge Stats&Facts Publications mum _; FBC Staff BCIS Site Map # Links ; Search [. H lidd Product Approval mss; USER:Public User y Product Approval Menu>Product or,APplication Search>Aopiication List>Application Detail I ,. � FL# FL13757-RS Application Type Revision Code Version 2014 i Application Status Approved i Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road j Ft. Lauderdale,FL 33309- (954)493-8551 tomj@tc-alum.com 4 Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft, Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `') Evaluation Report-Hardcopy Received j j Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,RE. Validation Checklist-Hardcopy Received 4 Certificate of Independence FL13757 R COI Tndep 2 pdf EL13757 R5 COI Inden 3.i?df FL13757 R5 COI inden,pyjfm 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 { hfps-//floridabuilding.org/pr/pr app_dti.aspx?param--wGEVXQwiDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2f%2fmZrDFh7dHzwQ°/p3dO/.3d 1/2 11/9/2017 Florida Building Code Online f Equivalence of Product Standards ' - Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2.1df FL13757 R5 Eauiv Eauiv 3.Ddf FL13757 R5 Eauiv Eauiv.pdf Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Date Revised 08/09/2017 it 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 FL13757 R5 II Dwopdf 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 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II.Dwg 2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.pdf 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 Ievel"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwg 3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE Eval 3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to apublic-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 click here. Product Approval Accepts: Wit cit N, hftps://fioridabuilding.org/pr/prLapp_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2fg/o2fmZrDFh7dHzwQ%3d%3d 2/2 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ���`� • '' 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE E INTERNATIONAL BUILDING CODE IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z 9• A QFn SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2POSITIVE AND DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCEFWIITH THE GOVERNING CODE.SHALL RESBE SURE SECTION REQ UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-LO AND CHAPTER 1609 OF THE TOPTRAUV"Z FLOT2IDA BUILDING CODE SHALL BE LESS THAN OREQUAL TO THE POSITIVE OR NEGATIVE DESIGN 1 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. csi "] 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996JE330. a O a 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 L9 SAFETY FACTOR. „0° w°Qa S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR ALL WIND N 0 3:6 3 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN ESS OPTIONAL PLAN VIEWw CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3�..3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND o w 3 Y LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 'a W� 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE °�S w DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR < WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. z ^ S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC �+ Na SITE. in C 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 USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERO TM Y 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE rc CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR / L-n o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMm °a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 111���iii o� IL 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �r d DOCUMENTS. u� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION BOTTOM r 5 a OFFICIAL MAY REpUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK �/3= o DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAIdTlNG HIS APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 3 g INFORMATION: TOWN&COUNTRY INDUSTRIES $ FORT LAUDERDALE FL TYPICAL ACCORDION d MISSILE LEVEL D-ASTM E1886 E1996&E330 �1 SHUTTER ELEVATION TAS 201 202&2d3 �• k FLORIDA BUILDIlSG CODE APPROVEDTABLE 2' 3 N.T.S. EXTERIOR ELEV 14. ALLK.SEXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 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. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL {� BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a 6 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER , 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS < AL AN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE �p 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE $ 4 m 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 7Z' 2-1/4" 1-518" 2-/8" 99" 3-112" 1-718" 1 3-5/8" 1-718" °yy� TABLE 1: 120' 4-119" 2" a-1/a° 2" y� TABLE 1 NOTES: Q ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 1 2" 1 5" 2" $�1 SHUTTER SPAN SCHEDULE"ABOVE ARE B @ " • MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 1�t� ¢ SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. _ AT EACH RESPECTIVE SHUTTER SPAN. 2. AO"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY CFf=fFR4WLBEaAmOPE POSITIVE NEGATIVE 2. LINEAR INTERPOLATIONBETWEEN SHUTTER T'CORTD7C- 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ PRESSURE PRES8URE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OFT E HVHZ,PROVIDED THAT SHUTTER HAS A sum: SPAN �� PSF DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30"• PCAILE: cRlP riam, SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8".WHEN>30' 9ABOVE GRADE. 9" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE • 120 53 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. SG 6. SEPARATION FOR('iLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144"" 43 40 1 E1996-09. a` - -- - - - --- PR03ECffON VARIES - -- - - -- - - - -- - ----- --- - --- - ---- ---- - �� �xnaoo,a.e. _ - o.11s^ 2.e74^ 4.874•MAX. SII T 0 0.062' 0.450" N 0.080• 0 0.125" 1.708" 0.100• y�, N 1 0 0.195° I 1.830" 0.062" •� 0.080" 0.063• t =ki.. N 1.708° 0.100• ^� �- 0.195" I 2.820" -1 0-r 0 I J- -� 0.060• 0.070" 0.060" . • _< 0.125• 0.630° JL 0.062"tiT ' T Co t °v, .: 0.630° 0.630° 0.062' "a„ 0.630° 0.062' ^, 14 1.993"� y 0.143° 0.096" �' • -.1-. --L" k69O�� 0.971" 11 �J1 �I- --}--I�- I (0.971"� 0.143' /�// q b 0.062 X0.200" 0.062• Lp,200• 0.0 1. 70"-f 0.630" v I� 1�u 5v� i !-1.069" k.0619r4 0.630" 0.06°�� 0.062" f .emwg SUPPORT LEG OPTIONAL „� 0 0.20C 6 C 1-1.069"� 0.062' `0.200" 5.745"MAX. 1.069" fu 3 5.745"MAX, y I! 3 Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL w SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE CI WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874° m!�e' �• N 1II "u�IIi�' 2•.65-5" -• i1 Q30G, 0`� 0.875' 2.190.510" 0.0 " 2.195° m 1.230'- -1.229'- .230' 1.229" . 05 't�62- a _O 3J I' I ir�ioi {I-- " j�--`� 'ti ,NjZ3mv•!'p46 E'd 1 ° � T8310.72.655'5roati 1.09 = N0.105" 4.84" Fn 14 04.510 50610. 5 0.0750.075' 0.994" 0.044 04.510" 0.7B1• { -_� 0.07 5 g �-4.510" � BARE METAL W/O PAINT IS 0.039- SILL 039• g' �---3.506"--� O SILL BO SILL ADAPTER Og EXTENDED SILL p EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 3 6.8 STREAMLINE SLAT/BLADE Q �c eco SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE 5 n SCALE,HALF SIZE - 6 R d e 0.477^ hag>�4 g.��EA 0.143" 0'080" 0.590" 0.341" 1.570• 0 510" , 0.143°-{ r .06 0.070" 0.245° 1.708° 0.143' 0.096' T u 4 0.060• 4 4.753" -� 0 10.115" 0.080" 0.117•0.098° n dd4.510" ri 096" '4 C0.180• N I 0.080" I m � 9 0.080° lilialli �e OOPlILGMA/IRL E981xi0D PE 0.044" 0.227• 0.682° 0.630" 0.060• 0.693 15-2339 •I ;THICKNESS OF BARE 2.822" 1.625°--� 0.420" gr.,o� METAL W/O FAINT'S 0.039" viae oeacuvnox, 15 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP gb WALL SILL SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE w MDO;P.E. - UVUq 19s0° aN\ EaD�Hp,°��ii ��1IYY 4 0.610° STAINLESS STEEL .280°•I-f � WREWW/TCULTRACOTE NYLON WASHER OR 4y T ASSEMBLY 4 O• ALUMINUM 0.320.0 HOLE ® r0.050• 0.357" o NYLON S w 0 x 2.3/4'410 HT S.S. 0.276° 0 0.880' .i a s m N 0.0 WHEEL u 'i O 0.120"o � r 0.591° ATING1.100°-I f 0.240° ,TOP&80TTOM) N 0.062° •,. {�tI 7YP.AT EVERY OTHER 0.750" BUSHING W/WASHER: L_ O ` �B -� i S.MAX. 1 INSIDE EVER AT TOP. 0.870" 7/16"0 x 1/2"@ INTERIOR JOINT TOP y//// �• 7/16"0 x 1"@ INTERIOR JOINT BOTTOM 0.154'4 10.137" / OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I 11i D 19 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED �u 21 22 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24' 26 BOX CENTER INSERT (' a 2 � OR KEY/THUMB TURN OPERATED INSIDE. SCALE,HALF SIZE SCALE:HALF SIZE 7 Nm w -}0.250" 23 BRASS PUSH LOCK LW ~9 3 ' SCALE:HALF SIZE y 3 W R0.500°5" .000° " 0.236' 11.742 0.286° 1.603" O a 0.500' 0.267' 0.623' 1.710" 1.224" N 0,790 0.090" 0.319' Tf��0.131. m n;0.064" o2.250° mo0.0928 0.250° c c �6, 0.607° 0.607" m N . . f .° Pn 0.224° 0.239°1-'2.000" 0.496" 0.240" .wJ .�f.�-7 m.ni,p7 .w.� I�.'a q o 2.750"� N §0 m 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 1.7se°3.476" �-- ' 1-� �� iZ 0 SCALE.HALF SIZE SCALE:HALF SIZE 0.160' 0.062" 0.222"1 (00062" 0.176' 'g 1.001 0.062" - 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER s SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE u IF 0.062" o g 5.500"x 13/16"WIDE �--0.400^ �0 v 167" 7/16"0 STAINLESS oS STEEL NUTBt F M 0.125' n 4i�--I- 0 ,�[0.188° l }30� 5/16-18x1 MACHINE SCREW u� 11" 0.438" 1- TYR 5/16"0 INTERNAL STAINLESS STEEL a �� j•--4.500" }-f 0.689" POWDER COATED,ZINC DIE-CAST N 0.121" THREAD SECTION A HEAD STYLE vawEs "' KO.'2 p�,TA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS a (OPTIONAL) SCALE,FULL SIZE SCALE.FULL SIZE e 35 BOX LOCK SCALE.HALF SIZE N 0.31954SCALE.HALF SIZE 1- END STRIP 1" ���� , 9 m �2.000•. ' 2" & 3" EXT e � 1.625--1 �1.500°� -I1-0.125"SCALE. HALF SIZE e 0.050" 0.125" . o.12s° 0.093• F o a 0.125' CCFVMKFF".LE AIWORE 0.250° $ ^I Does^ m 0.093° I^ 15-2339 oAae DeecRavrtan• I 7.000" I 3g 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ,I SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE DO,P.F. ANY ANCHOR PER ANCHOR EDGE DIST. _ - _ ---� ``I Y1 + A - SCHEDULE(ql 18"O.C. EXISTING DIST. •' ��/�"�'• GLAZING SEE END STRIP n SCHEDULEFOR y4� A .ANGLE EMB I0 n SPAN WHEN USI O 0 LEG D RECITON 4 20,403,40b OR EMBED. 17 a a (INTERIOR) II IIGGGG 17 1/4" OR 6.8 STARTER g(}I tY 1T 1 WITH 21 OR 25. E r c MIN.E 1"x THICK 6063-T6 ALUM. OG-E_}I_ 30 ANGLE 1"x 1"MIN.TO 2"x 5°MAX. 21 25 (ANGLE LEG MAY BE REVERSED) 3 DIST. FASTEN ANGLE TO TRACK W/ B ANY ANCHOR PER ANCHOR ((2)#10x1"SCREWS AT > '� € SCHEDULE O IS"O.C. FJRNER TOP&BOTTOM•AND Q "=3 a 13 13 ATTACH ETO 6.8 ANIZEDFE R cm b 13 F32 x 1/2°GALVANIZED OR S.S.SMSV #12 x 1/2°GALVANIZED OR Z6.80"(TYP.Ink@J 3/16"0 ALUM.POP RIVET,OR 1/4-20 RivFr,ok 1/4 0 MACHINEP WUSE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 19"D.C. E END STRIP D AIL BOLT eLNUT®18"O.C. a r 3 ' (EXTERIOR) 5/16.IS)�NiUMBSCREW INTO THREADED STARTER AND ANGLE INSERT(37J AT 1/3 SPAN TO 2/3 SPAN SCALE, ,1'-0'• ANY TRACK W/ W FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULSCREW BOSSES. .4 O TYPICAL PLAN VIEW PSF g SCALE:3"=1'-0" 1 HEIGHT,L BE 3/8"MAX WIDTH,UP TO < +"0!0(2.7') 72 g USE(1)BRASS PUSH LOCK ® +OR(1 5/16-18 THUMB2"BIO(3.7') 62 SEE END STRIPSCREW 1 0 THREADEDLOCKING DETAILS FOR SCHEDULE FOR MAX.INSERTpp1�� AN CENTER MATES 72 TO2/3 SPAN FRO ®SHOWN ON RANDOM 2 BOTTOM OF SHUT ER. n SPAN WHEN USINGRECEIVING HOLE SHALL BE 3013 DETAILS 3°��•T9 82 20,403,40b OR 40D,3/B"MAX WIDTH,UP T 2 1 4" OR 6.9 STARTER MIL1"HEIGHT, gp ALT.+'BIO 62 p�(K /X. WITH 23 0R 25. d,o a m Q40 40 USE APPROPRIATE 1.T5cr 145 9 20 STARTER STRIP TO. ca PROVIDE CLOSURE 13 x0.093" 57 93" BUILDING CONDITIONS.60 61" F 3 xI 84 7B' FASTEN STARTER STRIP 5 a I (INSIDE) TO TRACK W/(2)#110x1" 2"x3' 95 g139' SCREWS AT CORNER,TOP of zo.tz5" ALTERNATE END STRIP DETAIL &BOTTOM. 0 SCALE:3"=1'-0" 0 uuu111 ANY TRACK W/SCREW 13 8 � ® 8 BOSSES. 0 Ill. App Q SILL "' W FOR GREATER SPANS OR WADS THAN 0 SHOWN IN EN STRIP SCHEDULE,END O STRIPS REQUIRE A 1'XI'.090"CLIP ANGLE V) MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS S@ 4 Z ANCHOR SCHEDULE&4iCx3/4'TEx C v v 13 SCREW OR 1/4-20 BOLT TO END STRIP. 8 I 9C n USE 1 BRASS PUSH LOCK S) USE(+l BRASS PUSH LOCK # ( OR 1 5/16-18 THUMB q OR(1) /16-18 THUMB (INSIDE) SCREW 1 0 THREADED 39 13 000 SCREW I O THREADED Y I' INSERT AT 7/3 SPAN SILL , INSERT 7 AT 1/3 SPAN a - TO 2/3 N FROM ) BOTTOMNNSHUTTER. OUTSIDE �� BOTTOM OF SHUTTER ,( 3/8EIMAXG WIDTH LL ( ) e3 1"HEIGHT. g . ..[ E TYPICAL OUTSIDE CORNER CLOSURE Ile CC1 S DETAILS WO/CORNER POST 30 " J. NTSR 13 30 tl3PfW9rtNWRLlE!9I1=PE 13 SILL 31 15 +3 3 (OUTSIDE) 15-2339 ecucl • SPAN TO 2/3 SPAN FROM D[SCRIPTION• n BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F DETAILS WO/CORNER POSTE CC , MULTIPLE SHUTTER ASSEMBLY X99 NTS E0.q SCALE,3"=l'-0" a 171 S 3 C1 CONNECTION TYPE lot., % REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE � _ SPACIN i' C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT @ 12'D.C.OR / SCHEDULE FOR MAX ® #14 SMS @ 6"D.C. SPACIN 1/Y (TYP.TOP&BOTTOM) n� ALUM. TUBE Y ��lo, '•QC �� 2 FASTENERS / V EACH ANGLE $063 T8 ALLOY SEE TABLE A FOR SIZE. Ei SUpRR 6pR/ � 4//// U3 O J ��1� 9� 1"x 2"x 1/8" �� I ALTERNATE THRU BOLT p q W' X OR z"x 2"x 1/8" C1 CONNECTION TYPE L ALUM.ANGLE h 61g l9 ° _ REFERENCE ANCHOR MN GLASS o: s {/bud 13 q t SPACINGSCHEDULPER FOR MAX. PER TABLE4 13 Nr ' y� W� THREE 3/16"0 ALUM, ° 1� w L POP RIVETS OR I I 1 GLASS � 4 m W ~Lu 9 THREE#12 SMS,TYP. ° 17 1 OR DOOR N,- 3/16"0 ALUM.POP X ~ 17 La18TOC.OR#(TYP.12 MS �I'�- /� A��RNq��� I- 'D TABLE A(cm) — 1 (s�o OR = < PRESSURE VS ALLOWABLE LENGTH _—I/ w F-� \ O N 2•x2'xl/8• 350511 8• MAY USE MALE OR a y PSF No B/0 No B/6 FEMALE LOCK-SLAT W O 62 130" 188' 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 7z iz4^ 179 C5 CONNECTION TYPE CI CONNE:1! GUIDE TO BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCWASHER(TYP.) y 82 119" 172' NTS SCHEDULE FOR MAX. SCHEDUL19 > °1 3 b 92 114" 165• SPACING1 w �I� 14x3/4"SMS @ 9"O.C.120 104" l4r102 110• 16V ANGLE TO TUBE CONNECTIONo,x M.5 >131" 6063-T6 ALUM,TUBETABLE B(cc4� EXISSTRO m 2D0 ee' 114" PRESSURE VS ALLOWABLE 5 CONNECTION TYPE v EDGE DISTANCE REFERENCE ANCHOR 2'SQH iro 3•Y35t m Y Ft PSF WITH B/O WIR{ SCHEDULE FOR MAX. \( 0 62 113• 166' SPACING ASTENER @ 18"O.C. c g n mr 1sT Cb ALTERNATE BUILD OUT MOUNT SECTION 82 ]Ol' t4T (USE ANY AN[HOR SHOWN SCALE.3"..1'-0" m IN ANCHOR SCHEDULE). 92 95' 13V O ' 102 90• 132' 1j 1111 83' 12T 6° R 150 74" ix 109' w 200 69- 94- ¢ 1-u; f 2"x3/16 RIVET OR#12 SMS 6063-T6 n MN GLASS 13 j =�@ 18"D.C. OR 1/4-2 17M.TUBE TYP. y/L $ ARABLE x oZmNUT&BOLT(TYP.). 3/16"0 ALUM.POP PER TABLEo IAALUM. TUBE RIVET OR#12 SMSA6063-T6 ALLOYO.C.(TYP.) p OR DDDR uaSEE TABLF B FOR SIZE. 2 FASTENERS S"xIOU TINUOUS EACH ANGLE INUM ANGLE x,093"6063-T6 NALANGLE INSIDE g ALUM.ANGLE•TYP. THREE 3/16"0 ALUM.o POP RIVETS OR TATION TYP. 6 E 6 17 THREE#12 SMS,TYP. ° 0 1"x 2"x 1/8" w a • 13 OR 2"x 2"x 1/8" O REFERENCENECNO'N' R 6 ALUM.ANGLE g . SCHEDULE FOR MAX. E a USE MALE OR FEMALE SPACING 00PiWffRWIXLBENPM0PE LOCK-SLAT EXISTING CONCRETE, pp 13 13 BLOCK OR WOOD FRAMING 15-2339 PAGE°ESCR1PT1°Nt OUTSIDE` EE INSIDE SILL MOUNT SECTION #12 x 1/2"GALVANIZED / SCALE.3"=T-0" OR S.S.SMS,3/16"#ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS pOP RIVET,oR 1/4-2o SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALES 3"=1'-0" - @ 18"D.C. P.E. C5 CONNECTION TYPE Ld REFERENCE ANCHOR XISTING `�• qq y., O SCHE N LE FOR MAX. STRUCTURE .teal •F�.({I,Jt,^ "r ow, 5"MAX. 1/4-20 MACHINE BOLT GLASS Ir jr GLASS Cl CONNECTION TYPE OR DOOR u N} OR DOOR w w REFERENCE AN #W/NUT14 SMS 1 6"0 C OR * _ F. F I- SCHEDULE FOR MAX. 0 , =w a MN F w w SPACING /2" (TYP.TOP&BOTTOM) MN 3 H y N GLASS 13 N H N m /2" . :• T .. 1/4"-20 TMRU BOLT W/ GLASS % m PARATI z ¢ LOCK NUT p 12"O.C.OR ARAn ~w Q #14 x 1/2"SMS[:0 12"O.C. PER. X W 4I- w F •• , I- OR 3/16"H ALUM.POP ¢ ¢ ul [5SOR�6]OR/ J 12 x 1/2"SMS p 12"D.C.E.S. TA�E2 2 F~- RIVETS @ 6"O.C. OR 1/4"8 TABLE =-� N w O DR OR 3/16"0 ALUM.POP w D ALUM.POP RIVETS @ 12"O.C. "O.C. E.S. x RIVETS @1 6ox, R 1/4"0 ALUM.POP RIVETS / to 11 AND 3O F vi r�pp U W W (pl 12"0.C,E.S. 7/4"MAX.FROM PIN 1/4"MAX.FROM PIN MN 13 F ~J 0 Q LL z ASSEMBLY SEPARATION > O9 AND QO / GUIDE TO BUSHING 1/2"TYP. WASHER(TYP.)NG PFI2 TACE 2 :_In W w Z n 0� w ASSEMBLY WASHER(TYP.) GLASS 17 zwm W �rw � /2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Q ¢Q~ N w a m / SCHEDULE FOR MAX. E o a ,mp w•- W 4 CONNECTION TYPE DIS M ,y p e£ 6 REFERENCE ANCHOR SPACING 0 SGE SCHEDULE FOR MAX. Q a o rl SPACING AS SHOWN w CQNNECTION TYPE IN DIAGRAM ON PG.9 py~i (5]0 6 R +ri REFERENCE ANCHOR EXISTING CONCRETE, wo �J3 O 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN / 'N SPACING.ALT.FASTENER Cl CONNECTION TYPE / GUIDE TO BUSHING / LOCATION.FRONT AND REFERENCE ANCH \ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 1/ " 19 WASHER(TYP.) . PIN GUIDE TO WITH THIS LOCATION SCALE.3"=1'-0" SPACING 5 CONNECTION TYPE K BUSHING WASHER A INSIDE MOUNT SECTION REFERENCE ANCHOR =to �m (TYP.) SCHEDULE FOR MAX. �'^ SCALE:3"=1'-0" g'n EXISTING CONCRETE, SPACING nt / BLOCK OR WOOD FRAMI EMBED. z yyy // CQ BUILD OUT MOUNT SECTION 9 TYP. BOTTOMf6 EXISTING CONCRETE, SCALE:3"=1'-0" A BLOCK OR WOOD FRAMING So E G ST EXISTING a g w NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM 1 TWO SETS OF ANCHORS AND Is A m MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING SPACINGE FOR MAX. USED WITH THE BASE TRACK MUST . CONTINUOUS //��..,, n OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" l'J•'RO R w � v~i GLASS MN F ?? w o OR DOOR CLASS 13 =w' 0: w o 1( 1 w 012 x 1/2"SMS P 12" ARATI = x� w W e G ww mm F1 O.C.OR 3/16"O ALUM. PER v: pywjm 13 rwzo� ���� , "w m m POP RIVETS(co 6"O,C. TABLE 2 o 2 F GLASS OR w w ea 7 N F-In=w OR 1/4"e ALUM.PDP Q w< DOOR MN GLA a Fz-z u m 13 �x� RIVETS 12"O.C. E c ow $y MN CLASS u=i o uvi m u N PER TABLE�2 X W¢Z 1... r.1 SEPARATION T�AenE2 Xz ClZFQ" SJoa 0 1/4-20 S.S.MACHINE w o a Q7 AND OB 1/4"MAX.FROM PIN a w �>E SCREW a NUT @ N ASSEMBLY 1/ " 1/2" GUIDE TO BUSHING .• 12"O.C. o P. WASHER(TYP.) wL'JH s GLASS w o ut 1/4"MAX.FROM PIN OR DOOR 1/4"MAX.FROM PIN = 4 CONNECTION TYPE w o 1/2" GUIDE O BUSHING 1 y GUIDE TO BUS ING w WASHER(TYP.) iv WASHER(TYP.) EDGE REFERENCE ANCHOR a 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. CbPlIMiRRUKKLB3fUPDOPE N t ^ BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAMSPACING SSHOWN '2 ON PG.9 REFERENCE nANCHOR ON TYPE 15-2339 OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. KALE: "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS p 12" SCHEDULE FOR MAX. SPACING PAGIDmwuPTWN: 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0OR 3/16"O ALUMSPACING.ALT.FASTENER EXISTING CONCRETE, C. . LOCATION.FRONT AND IIIAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING _ S SHOWN DASHED SPACING OR 1/4"13 ALUM.POP WITH THIS LOCATION 99 D.C. RIVETS Cm 12"p WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT g SCALE.�3"=V-0" SCALE,3"=V-0" SECTION MN GLASS GLASS SEPARATION OR DOOR PER TABLE 213 p w j /y Ir u GLASS OR ••• . _ F u In DOOR Q Z GLASS OR MN GLASS ' Q, NW 0. DOOR X w w J IV SEPARATION 13 a 2 w MN.GLASS w PER TABLE 2 w : v ' E I- SEPARATION F m w w 0'• Z F PER TABLE 2 w Q JZ yNF, W7FF-Z in I L9 t=zw G u>f waw 13 w w�u <6 D J$Z C1 CONNECTION TYPE a w L m w 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR '� z ry 9 I TO BUSHING WASHER(TYP.) Q w SCHEDULE FOR MAX. u a W 3 44 I TWO 1/4"0 WOOD 250 SPACING <yl f;0 r"^•3 5 LAG SCREWS Lm 24" C4 CONNECTION TYPE .250" ow O.C.MAX.WITH 2" REFERENCE ANCHOR N W" THREADED PENETRATION SCHEDULE FOR MAX. T"INTO CENTER OF 2X STUDS /Rx SPACING /� B EMB."T' 14 SMS @ MIOSPAN BETWEEN / �W STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE ST U CO FINIS TUBE CONNECTION 1"x 4"x,125" 6063-Tb ALUM.TUBE E O THIS DETAIL TO BE USED WHEN STUD SPACING DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w s SCALE,3"-1'-0" SCALE 3 1'-0" a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. m' OWALL MOUNT SECTION I THIS DETAIL MAY rnS o SCALE,3"=1'-0" ALSO BE USED AT TOP d z� c<Fa cy/. �\ � m F. f!1 W C� 1YY 0 Gg ACCORDION SHUTTER w C c s 2 PER PRODUCT APPROVAL F of—GLASS c m g ZD AR TITION OR DOOR 13 in APPLICABLE AT TOP w Z PER TABlE2 N o EXISTING WOOD(G=0.421 AND/OR BOTTOM X Q Z TRUSS OR RAFTER n Q (L Q R @ 24"MAX.O.C. ;-1/2';-1/2' 2°OR 3° w E w EXISTING FINISH MATERIAL 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 1 r w TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE m s 2°x 3'x Ys'x CONTINUOUS OR 2.175' E a If�f 4 2"x 2"x%'x CONTINUOUS 1' 6 FINISH(MATER ALE L SCREWS WITH 2 1/4"0 WOOD -3/4" w •9�e 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED PENETR,"T"IN WOOD @ 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT 7"D.C. FASTENED TO ANGLE WITH 1/4-20 EACH RAFTER OF TRUSS, 9 ANGLE FASTENED TO E OR 5/16"0 A325 GRADE THRU BOLT(A 12"O.C. 24"O.C.MAX.WHERE EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDSNGLE EXTENDS BEYOND - AND 9'O.C.SCREWS A BALANCE GALV.OR S.S.SS HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN y _ 4*0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO 4i 1 3'FROM ENDS AND 4"O.C. 2.1/2"MIN. STRUCTURE 3000 PSI MIN + NEXT TRUSS. W w J 6 ( ) OR 1/4"0 LAG SCREW(A 4 O.C. 0.55. 8" F.w] FOR BALANCE WITH 13'4° MIN.EMB. IN WOOD SG=0.42.TO 0.55. I-w o 1a °�. MIN EMBEDMENT AND 2y2 MAX.DESIGN LOAD AT 5'-0".MAX SPAN: w w s EXISTING CONCRETE, _w< c�Oepnb®BLerxu mope 13 NF um MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X z z(- SPACING,NP, is 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) ¢ p a 15-2339 OBUILDOUT MOUNT BASED ON TYPE 0 E �w �Ly _ _ HO STRUCTURE a PAGE PISCIUPTION_1 SCALE,NTS (MAX.DESIGN LOAD s 72 P.S.F.) IL E PASS THRU DETAIL Hb9� O TRUSS MOUNT SECTION SCALE i 3 1'-0" {( SCALE.3"=1'-0" ETION EXISTINGSTRUCTURE ALT,LEG DI 1/4-ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN BUN �E. 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ••°• iy ROUND WINDOW y EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3•MINIMUM EDGE DISTANCE �• ° TOP OR BOTTOM I AX (2)6063-T6 ALUMINUM �G I!� ANGLES PER BEAM END,SIZE �• 1/2° PER SPAN TUBE SCHEDULE y EMBED. SPAN TUE PER ACCESS HOLE DESIGN SCHEDULE A 8� EDGE OF ACCORDION 1/4-20 MACHINE BOLT W/NUT @ •• 6 z SHUTTER BLADES O.0 OR 814 x 3/4"SMS 6°O.C. 3.5•MIN TYPICAL m N �1/2'MAX.S 6 /'''1 `p ` JA 1 0 3"MIN 3 6 � ,n >09W 2.875"O HOLE(TO RECEIVE EDGE z N r u t m Zo ROUND WINDOW ASSEMBLY) DISTANCE MIN.GLASS 13 ce z� z N 3w 5 MAXIMUM OF 3 WINDOWS EXISTING SEPARATION "'25, W iW,l ~W 3 8 m SS OR IC- pEREVERY OTHER BLADE GLADOOR =p3"MIN o 1 LIGHT-N-VIEW WINDOW 2 o E GE 1/2'MAX �� 8 N.T.S. EXTERIOR ELEV _�' DISTANC '(" m UL z�� L 5 6 f 00 0 3 16 1/4'MAX.FROM PIN GUIDE Ez TO BUSHING SHER TYP. 1/4-20 MACHINE BOLT W/NUT @ "1 r w 1/2" ACHOLE 12"O.0 OR 814 x 3/4•SMS 6"O.C, h 2.875"0 HOLE TO RECEIVE ROUND SPAN TUBE PER w EMBED. DESIGN SCHEDULE 4 d WINDOW ASSEMBLY 'I e 1/2" (2)6063-T6 ALUMINUM F•a 0 c ' 'IMAX. ANGLES PER BEAM END,SIZE .J_, PER SPAN TUBE SCHEDULE m A EXISTING 022 ce HOST 1/4'W THRU BOLTS SEE BEAM Z� STRUCTURE CHEDULE FOR REQUIRED NUMBERS - 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN ... g E 0.125" EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E 0.125' PIC SPACING,AND 3°MINIMUM EDGE DISTAE m 0.032" 0.032" MAX.DESIGN LOAD 0.196• SPAN TUBE SECTION N.T.S. VERT SECTION O 4S° 6 � \ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUMANGLE ' I SSHUTTER SPAN THRU-BOLTS ANCHORSP ER LENrTHl ROUND ESNANGLE BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOMWIN TOP ASSEMBLY C a1 / TUBE TUBE TUBE TUBE TUBE TUBE' TUBE TUBE a 61 80" 123.8• 2k5'k 135.2' 2 2 2 3 4" 7" BB" 0.128" .8' a �8 e 101.r 108.9" 2 2 3 - 3 r 7" € � 123' 59 84.4' 2 2 3�-- 3 r r 80" 129.1" 157.0" 2 2 2 3 4' r 0251o28'b 98" 114.8• 124.1" 2 2 3 3 r r ---- / \ 123" 102.8' 109.8" 2 2 4 4 10" 10' [6 " 80" 138.0' 198.8' 2 2 3 3 r _I r .403.250* 0.125' 02.87s" 03.250* IT . 1 � 0.125 �• 122.7• 155,r 2 2 3 4 _7"- 10• Y • ' 123' 115A' 137.E 2 3 4 5 IV 13' n 80" 158.1' .(" 2 2 3 4 r 10' ss�1 e8 29 LIGHT-N-VIEW WINDOW `� OAS75 8 140.'' 240 229.9• 2 3 4 8 18" \ // 12S 132.7 203.1" 3 4 6 7 13' �19' WPIWG9TAANfLBB.1wWPE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: x3 x1 q x 'ANGLES FOR 2"x5'&2"x6"BEAMS. 15-2339 2. USE 2"xS"xl/4"ANGLES FOR 2"x8"&2"x10'BEAMS. I. ! s 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE PlICIU ON: 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. 1 5. SPAN TUBES MAY BE USED N TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPAMID-SPAN CONDITION WITH SHATTERS SPANNING NG SPANS,VE AND BLADE W/ ROUND WINDOW 9 BELOW THE BM.MID-SPAN ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS � N.T.S. EXTERIOR ELEV ABOVE A BEAMS BELOW THE BEAM.6. LAP 'D. o • 8 7. ALL B MS AND ANGLES TO E 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE --- - - ;,�E 2.5"MIN EDGE DISTANCE •,'bill 1 y�y2 r LOAD Spans UO To 6'-0" Spans UP To B'-3" $pens UP To 12'-0" 4 b ppCC ANCHOR CONN TIRE CONN TYPE CONN TYPE x G IPsn Cl C2 C3 C4 CS Cl C2 Q 04 C5 Cl C2 I C3 I C4 I CS ' 1/4'ITW TAPCON OR ELM 43 16.0"16.0"15.0"16.0--116.0"16.0"16.0"19.0"113.0"116.0"16.0" 9.5" 5.5" 8.5" 14.5" , ULTRACON WITH 1-3/4• _53 16.0"16_0"10,5'_14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" fIFN EMBED(3192p51 MIN CONC) 62 16.0"16,0'.815' 12_5"16.0"16.0" 9.5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" 0m1,>• 7fl 16,0"16.0" 7.0 11.0.16.0"15.5" 8,0' 5.0" 7.5" 11.5"15.0" 7.S' 4.5" 7.5" 10.5' 7 /�8 COMBINATION sfy� 8 Y 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" 4.5" 7.5" 10.5" 2 x S ITYP. 9 / 0 COMBINATION "4 IN 1/4'MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" /// WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5 9.5" o: MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16,0"16.0" 8.5" 5.5" 9.0' 13.5"13.5' 7.0" 4S" 7.5" 9.5" O ; •i 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5' B.0" 10.5'13.5' 7,0" 4,5" 7,S" 9.S" 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" 1/4'ELCO CRETEFLEX S54 43 16,0 16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" Z W W 2'EMBED 335 1 x 5 TYP. 2 x 5 TYP. W 3 9 / ( Opsl MIN [Eml 6.0"16.0"16.0"16.0 16.0"10.0"15.5'16.0"16,0"10.0" 6.5" 11.0"14.0" CONC) 2.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0"16.D"10.0" 6.5 11.0"14.0" of 0.5"16.0"16.0"16.0"10.5" 7.0" 11.5"151"16.0"10.0" 6.5" 11.0"14.0"6.5" 11.0"14.0"16.0"10,0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" W V 1•MIN EDGE DISTANCE NOTES "S"INDICATES ANCHOR SCHEDULE SPACING. "O Cl cz c3 c4 cs Clcz c3 ca cs Cla c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO 43 16.0 16.0" 7.5" B.0" 16.0"16.00"16.0" 5.0" 5.5" 16.0'16.00" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE EMBED ON WITH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0'12.0" 4.5" 16.0'14.5' 7.5" 10.0" ^ 4 ANCHORS ONLY ®WITH m EMBED(3192ps1 MIN CONC) 62 16.0"15,5" 4.5" 5.5" 1fi.0"16.0" 9.0" 4.0" 14.5"14.5'r" ,10.0" - C4 CONNECTION TYPE USING PIECE70 16.0"us4.0" 5.0" 16.0"15A" 7.5" � 11.0"14.5" J 10.0" DUTSIDE ANCHORS ONLY las^ 7s'///%/%/io.o"ibs".�s" ilD.olas' lo.D"1/4'MILLEN[UM MILLFASi _47 16.0"160"11.0"13.5"16.0"16.0"130" 6.5" 9.5" 16.0"13.0" 5" 10.5" p1 Y WITH 1.3/4'EMBED(3275ps1 53 16_0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" S' 7.5" ANCHOR NOTES:MIN CONCRETE) 62 16.0"11.5' 5.0" 9.0" 16.0"13.5" 7.0" 9.0" 6.5" 11.0"105" S' 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 70 36.0" 9.5" S.5" 8.0" 16.0" " " " 8.5" 10.5" 5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE u)100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5" 7.5" A LIMITED 70 THOSE SHOWN IN TABLE 1(Pg 1). 53 z 1-1/4'MIN EDGE DISTANCE I 3/4•ALL-POINTS SMBED&T - - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, t� ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/440 SS MACHINE SCREW 43_16.0"16.0" B.5"_10:5"16_0"16.0"12.0" 5.5" 7.5"116.0"112.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER n (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" 9.0" 160'16.0" 8.5" 4_0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0- 4. .0' THAN OR EQUAL TO SHUTTER SPAN. E 6 62 16.0"11.0" 5.0" 7,0 16.0 12.5" 6.5" 3.5" 5.0"110.0"110.0"15.0" 4.O" 7.0" L\/• .•ILL[ 70 16.0" 9.0" 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" S. 4.0" 7.0" 3. SEE MOUNTIf�G SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ; m 100 10.0" 5,0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE • 3°MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE/ANCHOR SCHEDULE FOR PROPER g 1/4"ALL-POINTS SOLID-SET _LC3 ANCHOR TYPg BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED h CS C2 C3 CS Cl C2 C3 C4 CS CI C2 C4 CS CONNECION'IYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF1/440 SS MACHINE SCREW 43 16.0"16.0"16.0"16,0"16.0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 11.0"16.0" CONNECTION TYPE.(3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"160"16.0"14.0" 8.5" 13.5"16.0"16.0" 8.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 9.5" 12.0" ONLY. 70 16.0"15.0" 9,0' 14.0"16.0"16.0" 9.D" 6.0" 10.0"13.0"16.0" 8.S" 9.5" 12.0" 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 160" 65 55" 95" 12.0"16.0" 8.5" 5.5" 9.5" 1x.0"16.0" a.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT G' 2-5/8'MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN t9 WJ 1/4-20 55 BOLT AND Cl I C2 C3 I C4 I CS I Cl C2 I C3 F C4 CSINISHES. ClCS C2 C3 Gf CS _ 1"EMBED(3000PSI MIN 43 16.0'16.0"14.0"16.0"16.0"16.0")4.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0.16,0" 9.5" 15.0".16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMINGjig 62 16.0'12.5' 7.5" 17.0"16.0"14.5' 7.5 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 6.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 9� •q��• 70 16.0'10.0" 6.5" IO.S'16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0•' 4.0" 7.0" B.0" SIDE CLO§URE PIECES. ja u 100 11.5" 6.0" 4.0" 7.0" B.0" 8.0" 11.5" 6.0" 4.0" 7.0" N., S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD MD.3 4' 8 i/4'POWERS 55 DROP-!N -_ ._ ...___. .. _._ . EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL �u� . W/1/4.20 SS BOLT AND Cl cz d ca cs cl cz C3 C4 c5 cl cz c3 Gi c5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. @i 1'EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"116.0"14.5 9.0 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.W' ! CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5" 10.5"36.0"12.0" 6.0" 4.0" 7.5" 8.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER a 6 •� 6z 16.0"13.0" 8.0" SLS'16.0" S. B.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 70 16.0"IO.S' 7.0" 11.0"16.0"12.5' 6.5" 4.5" 8.0" 9.5" 12.0" 6,0" 4.0" 7.5" 6.5" Is IDD 12.0" 6.0" 4.0" 7.5" a.5" 120" 6.0" 4.0" 7.5" 9.5" 1L0" 6.0" 4.0" 7.5" B.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 4m TT 1 2•MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, l N a 8 , �a M32 SMS W/2"EYEWALL Cl C2 1.C3 I C4 I CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNITT. COPYWDIBIPRa1LN3NNDOPE ARMOR INSERT W/2°EMBED 43 16,0"16.0"11.5"14.0"116.0"16.0"16.0" 7.S' RO 16.0"16.0' 9.0" 4.5" 6.5" 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHOR SCHEDULE. i Jr-2339 (2000psl MIN CONC) 53 16.0"16.0' a.5" 11.0'16.0"16.0'11.5 5.5" 8.0" 16.0"Mo.. 7.0" 3.5" 5.5" 10.0' 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" WHEN ANCHORING TO HOLLOW BLACK SDS DRILLS SHOULD NOT BE USED TO 6.5" 14.0"14.0" 7.0" 3.5" 5,5" 10.0' 12. sutei rE.!r:D INSERLL 53 16.0"16.0"32 0"1 0"1,0"16 0' 16 0" OS" S O"16.0°16.01'15" 6.0" 9.91 16 0_' CONDRICRE�TEOSCREWS TO HOLLOW BLOCK LL IMPACT DRILLS BE USED TO INSTALL pAli!DllCRM10No` / 0 6 0 6 6 0 5. 7 1 16.0 16.0 9.0 5.0 8.0 13.0 s (2000ps1 M[N CONC) 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0"113.0" 13.0"._...-- -. \J 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13,0" 3 100 1fi.0" 9.0" 5.0" B.0" 13.0"16.0' 9.0" 5.0" .0"113.0 8,0" ■ DD©m© ©mm©© ©DOmm �mmmmm0 ME mmimum. Elm mmmmmmmmmmm 01 MMMEWOONST-2Mm ��� WIN ummm Kim /Im 11 Elm j m®mmm /i./ii/Nmum ®®® �v�aii / MIS mm m NUNN/'i�� j�/�/moi ®� ii/ E, F. ■m o©mom ©mmmmm mommm 'ommm©m mmmmm mmMmM ®MMM m ®mm ;;/'; %w M WORIMMOM ■m o©mo• mm©mm mmmm ©mmmm©o 0�0�01�. : ■mmoo©m0000momm©mm©ommmoommomo© , .:'..' ` •r�.., ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK -- - - /�W.P.E. 2'MIN EDGE DISTANCE `� ,. •�� i • __ ... �• LOAD Spans Up To 6'-0" Spans Up I.e'-3' Spans Up 70 12'-0" ANCHOR CONN TYPE CONN TYPE CONN TYPE , _ ( Q C2 C3 C4 CS Cl C2 1 C3 I C4 I CS Cl Q C3 C4 CS j Q.46 L #12 SMS W/2"EYEWALL 43 16.0"16.0" 75" U., 16.0' 15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" �• 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5,0" 7.0" 1N."'11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" S EMBED 62 14.0" 7.5" 4.0" 6.0" 19.5" 9.0" 4,5" 4.0" 7.0" 7.0" 3.5" O`m3 70 11.5' 6.0" 3.5" 5.5" 12.5' 7.5" 3.S' 3.5" 5.5" 7.0" 3.S' _ m� 100 7.0" 3.5" 3.5" 5.0" 7.0" ANCHOR SCHEDULE: WOOD (G=0.55) Y f 3/4"MIN EDGE DISTANCE Q Q'SF W a El I O ANCHOR G Spans Uo To 6'-0" Soans U2 To 8'-3" Spans Up To 12'-0" 9 Q t4 <P O CONN TYPE CONN TYPE CONN TYPE Z m lD z.1 = Cl C2 I C3 I C4 CS Cl I C2 I C3 C4 CS Cl C2 I C3 C4 CS W .•�9 z 1/4'LAG SCREW WITH 1-3/4" 43 16.0"16.0"161."12.5"16.0"16,0"16.0" 7.5" 9.0" 16.0"16.0 14.5" 4.S' 6.0" 16.0" W is 4 MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" 13ff ad J 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 0 W 70 16.0" 1 6.0" 6.0" 7.5' 16.0"16.0"12.5" 4.0" 5.5 16.0"16.0"11.5" 4.0" 5.0" 16.0" r 100 16.0"31.5" 4.0" 5.0" 16.0"16.0"11..5 4.0" 5.0 16.0"16.0"11.5" 4.0" 5.0" 16.0" < 6l 7/16°WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"-15.5" B.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 0 1.13"MIN EMBED Bt 1/4-20 53 16.0"10.5" 5.5 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0° 50" m SS MACHINE SCREW Gj .a 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" 0 "L.tcep 70 120" 6.0" 3.5" 5.5' 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" 3 x'''8�700B0 100 7.0" 3.5" 4.0" 5.0• 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 0+ #14 SMS OR 914 WOOD 43 16.0"16.0"12.5'14.5'•16.0"16.0"16.0" 8.0" 10.0"16.0"16.0'11.5" 5.0" 7.0" 16.0" y pl Y SCREW WITH 1-3/4"MEN 53 16.0"16.0" 9.0" L3.5"16.0"16.0"15.0" 6.0" 8.0• 16.0"16.0" 9.5' 4.0" 5,5" 13.0" _W i3 8 THREAD PENETRATION 62 16.0"16.0" 7.5" 9,5" 16.0"16.0"11.5' S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" K�$ ' 70 16.0"16.0" 6.5" B.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0". 5.5" 13.0" t-a AQ g 100 116.0"19.5" 4.0" 5.5"113.0"116.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" Q� C ANCHOR SCHEDULE: WOOD (G=0.42) Z C � 3/4"MIN EDGE DISTANCE N riP,nSoans Up To W-0" spans Up To B'-3" Spans Up To 12'-0" E ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE x ( Cl C2 C3 I C4 CS Cl C2 I C3 I C4 I C5 Cl C2'I C3 I C4 CS o g 1/4'LAG SCREW WITH L-3/4' 43 I6.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" g • MIN THREAD PENETRATION 53-16.0"16.0" 6.5" B.0" 16.0"16.0"12.5" 4.5' 5.5" 16.0"15.0" 7.5"! 3.0" 4.0" 11.0' 16.0"16.0" 9.5" 3.5" 5.0" 15.0'•15.0" 7.5" 3.0" 4.0" 11.0" O a o R 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0"I 3.0"1 4.W'I 11.5"15.0" 7.5• 3.0" 4.0" 11.0" 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0' 7.S' 3.0" 4.0' 13.0"15.0" 7.5" 3.0" 4.0" 11.0" o #14 SMS OR#14 WOOD 43 16.0"16.0" B.S' 10.5"16.0"1fi.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" S.0"IS 8 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" THREAD PENETRATION -._. -___.._.. _.._ 5.5" 62 16.0^11.5" 5.0" 7.0" 16,0"13.0" 6.5" 3.5" 5.0" 10.5"10.5' S.5" 2S" 4.D" 9.5" 4.S' 16.0 11.0" 5.5" 3.0" 9.0" 8.0"_IO.S' S.5" 2.5" 4.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK D" 4"MIN EDGE DISTANCE _ b 5L�g ri Spans Up To 6'-0" Spans Uo To B'-3" _Spans Up H (pso CS C2�NC3 PGI CS Cl Q CONN NC3 P C4 CS Cl Q O C3 G CS ! LOAD !!$ }� O N logel ANCHOR ql 5/3 6"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"116.0"115.0"116.0"16.0"16.0"15.0" 9.0" 14.0"116.0" E�1 .i 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"ILL 16.0"116.0"111.0"116.0"16.0"16.0" A 001- 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 140"16.0"16.0"12.0" 7,5" L2.0"160" k 70 16.0"16.0 11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5' 12.0"16.0" S 2 " 100 16.0"32.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0°16.0"12.0" 7.5" 12.0"16.0" qqq 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"Ica"16.0"10.5' 6.S• 9.5" 16.0'11.0" S.T. 6.S' 9.0" O 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" C0PVIUMRlAWL5VAV OPE m 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0"��/�i /y, S 6.5" 15-2339 E U / k41r"4 & � 70 5.0" B.D" 15.5" 9,5" 5.5" 7.0" 9.0''Ys6.S" - - Y/+ K9CILE: 5.5"1 6.5"1 9.0"� �4'�.6.5' 08 _ 2'MIN EDGE DISTANCE _ C1 Q C3 C4 CS C1 Q C3 CA CS CS C2 C3 C4 CS #12 SMS W/2"EYEWAIL 43 16.0"160" 9.5" 11.5'16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5' ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0'• 9.0" 16.0"16.0" 9.5' 4.5" 6.5' 16.0"11.5' 6.0" 62 16.0"13.0" 5.5" 7.5" 16.0'•14.5' 7.5" 3.5 5.5" 12.0"31.5' to 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4,5" 9.0'• 11.5' 6.0" 3.0" 4.5" 8.5" �f �J 100 11.5"16.0"13.0--14.5" 8.5" 13.5" 6.0" 3.0" 4.S' 8.5"111.5"16.0,113.0" 4.5" B.5" 9 FOR ANCHOR NOTES. I 11/9/2017 Florida Building Code Online r" 'Professimal hquloon BCIS Home Log In User Reglstration ( Hot Topics Submit Surcharge Stats&Facts ( Publications FBC StaffBCIS Site Map LInKS ; Search 4FI rids Product Approval j USER:Public User 6tfi 5. Product Approval Menu>Product or Application Search>Aoolication List>Application Detail f FL# FL12856-115 Application Type Revision i Code Version 2014 Application Status Approved Comments Archived Iii 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@engineeringexpress.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 Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I✓1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank I. Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received I I Certificate of Independence FL12856 R5 COI Indep2.pdf FL12856 R COI Ind D 3.pdf FL12856 R COI Ind p 4.1df FL12856 R5 COI Index Odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvEmlfWvK4bEBhusG5p/o2bcgdcv6lF3y6bB3viPO5YE3p/`2fgHg*/`3d°/`3d 1/3 11/9/2017 Florida Building Code Online d Equivalence of Product Standards .Certified By Florida Licensed Professional Engineer or Architect FL12856 R5 Equiv Eauiv 2.Ddf FL12856 R5 Equiv Equiv 3.Ddf FL12856 R5 Equiv Equiv 4.pdf FL12856 R5 Equiv Eguiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Date Revised 08/10/2017 Summary of Products FL# Model,Number or Name Description 12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwg.ildf 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:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval.Ddf Missile Level"D"as defined in ASTM E1996. See Installation Created by Independent Third Party:Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga (0.018"")Steel,0.022" Alum(Pert and Non-Perf),Clear Polycarb(Full and Half) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwq 2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ.See FL12856 R5 AE Eva[2,pdf Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes limitations-and conditions of use. 12856.3 24ga Steel Storm Panel 24ga (0.0232")Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwq 3.pdf 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: +100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3.Ddf Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party: Yes for additional limitations and conditions of use. 12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12856 R5 II Dwq 4.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PED046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval 4.Ddf Missile Level"D"as defined in ASTM E1996. See installation Created by Independent Third Party: Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 hfps://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvEm1 fWvK4bEBhusG5%2bcgdcv61F3y6bB3viPO5YE3%2fgHg%3d%3d 2/3 11/9/2017 Florida Building Code Online s • 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 please click here. Product Approval Accepts: i6dt)b"W i Safe I -� i i https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvEmlfVVvK4bEBhusG5g/g2bcgdcv6lF3y6bB3viPO5YE3%2fgHgg/o3dp/o3d 3/3 "SAFETY EDGE" & POLYCARB STORM --PANELS µ P.E. 28ga (0.018") STEEL &0.100" POLYCARB GENERAL NOTES:)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS AL/�_ /n �2"-t I---2°-i �2•� 0.018'GALV STEEL MIISSILE IMPACT PROTECTIVE SYSTEFI N ACCORDANCE WIfHIE 1 u 0.018"GALV STEEL PERFORATIONS �O= Qf N T (OPTIONAL) T REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC),THE 9'•, 0.378" / 0.378° / PERFORATIONS INTERNATIONAL BUILDING CODE(DTC)AND THE IMiE'THEN�g"'�'�'•, SAFETY EDGE o- ry d (OPTIONAL) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE THE r�µ.� 't `� r1' b As` b 9J` 1 125° (1/4•TMF) 1• by r SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,& " "'' ry• I y��-1.25'•��ry- v�r-� }' -1 1.25"i (1/4"TMP) E1996 SEE PRODUCT EVALUATION REPORT FOR ADDITIONAL ���� Xa , `C-�L 0.378° INFORMATION. U W 6 -4.844°-� �-4.844°-� -q,844•-� 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN UI < 2 12"COVERAGE 6"COVERAGE 0.378' THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTORC m w 13.5"TOTAL WIDTH - 7.531"TOTAL WIDTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. n O 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR ru .-j m 1a STEEL STORM PANEL PROFILE ib STEEL HALF-PANEL PROFILE EUSE NGINEERING NACCORDSANCEBE WITHTHE4GOVERNINGCODE Nva l 4"=1'-0" SECTION 4°-1'-O' SECTION c w PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ,�w•- ASCE 7-10 AND CHAPTER 1609.OF THE FLORIDA BUILDING CODE FIFTH ti O 2--� 0.100'POLY- EDITION EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR CARBONATE t--2.� NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR 0.100"POLY- ANY ASSEMBLY AS SHOWN. 1.216' N '\ (*0.010") 6" CARBONATE 4)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM 1.21 '^ 8 \ 0.75" N (f0.010") GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH 0 d Ci 1° N ?`f'• t- E UNLESS OPTIONAL 1.5^ CRITERIA IS INDEPENDENTASTM E1996-09.IT IS LY ADOPTED BYABLE BY DTHE AUTHORITY HAVING 0.75" JURISDICTION. W 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM 5.000 ° 5000 �s.000^-=} �_ Y� a� 1.25 , ' TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. i- 12.5"COVERAGE 6.25•COVERAGE 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT OIL 15'TOTAL WIDTH 8.413°TOTAL WIDTH PROVIDE INFORMATION FORA SPECIFIC SITE. IF SITE CONDITIONS °O m DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED iC POLYCARB STORM PANEL PROFILE id POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC zm< 4'=1'-0' SECTION 4'=V-0" SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. W 0.875 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND N0.085"MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS 1/4-20 x 3/4°S.S SCUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. o SPACED AT: 05/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH g 12"O.C.UP TO 45 PSF0.018"(MIN)GAZV STEEL PANELS SUCH THAT NO TWO a g WIDTH UNLIMITED % D D �A o -6'O.C.UP TO 54 PSF :__ ia;�05/8" POLYCARBONATE,PANELS ARE ADJACENT TO EACH OTHER.P MOUNT MOUNTING '�� p I ri9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN?§"p WASHEREDCONN AS REQ'D SECRONSP WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7IS/2 0.080°TYPUSED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED. p "^ 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED THICKNESS t=0.018"CONFORMING TO ASTM A653,STRUCTURAL QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN � KEYHOLE w=44.5e KSI. s OPTIONAL STUDDED ANGLE WASHER SHALL BE MFD BY TRANSPARENTP STORMR POLYCARBONATE PROTECPANTION SY�STl3S,I c.,,AND yq� 2 PERFORATIONS 2 6•=1'-0' 3 6"-V-0" THOSE WITH 6.25•COVERAGE SHALL BE MANUFACTURED BY TOWN& a Fig f� o w VIEWS 1 3"=1'-0" ELEV r �r� COUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE °6 w+L� EW I •{- EXTRUDED WITH THICKNESS t=0.100"(*0.010')AND SHALL BE 1&2N �g I MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER y °.am, RESIN(W STABILIZED).TYPICAL TENSILE STRENGTH FY-8.908 KSI, @®A ig z FLEXURAL RAL STRENGTH FbY=12.90 KSI,&FLEXURAL MODUUJS IS 328.7 = B \�g12)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS6 ALUMINUM STEEL]-PAN NO 3 ParTiELS SHSALL BE PERMANENTLY LABELED WITH AMINIMUM OF ;+ 1 CLOSURE CLOSURE ONE LABEL PER PANEL AS FOLLOWS: u, wa T- 4 5 TOWN&COUNTRY INDUSTRIES I 4'=1'-0" 4"=1'-0° FT.LAUDERDALE,FLe 111111a . ASTM E1886,E1996&E330 MISSILE LEVEL DLIBOUPDOPE FLORIDA PRODUCT APPROVAL NUMBER \ 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337 L LMAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS.-BOTTOM MOUNT ------------- j°,Zs! REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, PPAR DasMMOM,1L(CONN AS REQ D) '� u.aL1MAC1 FL)TEST REPORTS 504-004,504-005,&504-006. 1 TYPICAL ELEVATION 3 KEYHOLE PUNCH woY °•=r "° °=r IS)TOPOP&TIONS DICTATDErAILE. PANELHOWNS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. 1 N.T.S. 1 6'-1'-0" ELEVNAI N G NUT AWASH EKED WING NUT 16)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, 6 NTS 7 NTS GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. CO - -- - F W�,� RtlK-L¢EIINARDO.P.E EXISTING HOST �T STRUCTUREEXISTING HOST B ANCHOR PER ANCHOR SCHED STRUCTURE, ND (DIRECTMOUNT) 1 / LCORNERSEND NELAROUTOVIA, 2'TO 5°•--•� MAX f 6+ CORNER&STRCH TOEMBED II I A y ADJACENT PANEL:r.?•;• .:.oriWTYP ,GTo &WASHEREDWITH 1/4-20 BOLTS o;I � �1/4' 0CWINGNUTS AT 24' ��� •, xax wp 1/2'MTN� � MAX O.C.(TYP) �U�W •1 ANCHORS AT 17°O.C. USE ANY FASTEN PANELS TO G� EXISTING HOST N Q Z%I ( HOST STRUCTURE OR VAR STRUCTURE +'J W g ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE °a j (TOP&BOTTOM)AT �z�TRAP MOUNT CLOSURE' CORRUGATIONVALLEY NV3 MINIMUM CLOSEST TO CORNER ow.. GLAZING �SEPAPERRATION,� 2 3•=1'-0° PLAN VIEW (EACH SIDE) 'o W SCHEDULE CORNER CLOSURE x 1 1/4-20 x 3/4"S.S 2 N.T.S. PLAN VIEW 8 STUDS SPACED AT: -12"O.C.UP TO 45 PSF I i7 -6°O.C.UP TO 54 PSF 1/4° .( g w p MAX MAX�� EMBED N—N o$ ,• LI/4•MAX 2 pr5om ANCHOR PER ANCHOR EXISTING HOST SCHEDULE(STUD STRUCTURE n ANGLE ATTACHMENT) 5 E S s MOUNTING SECTION 3 WALL MOUNT CLOSURE `"3a -0° 3'.l.-O. PLAN VIEW GLASS SEPARATION 1 MA(y,( SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: , ' 28ga(0.018°1 GALV STEEL PANELS SCHEDULE 1. GLASS SEPARATION SCHEDULE s MAX LOAD: (54.0 psf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 67 MAX SPAN: 9'-2° (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR �+ MIN SPANS: 26" (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT 16' (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17°O.C. 0.100"CLEAR POLYCARB FULL-/HALF-PANELS MIN. (0.0189 GALV STEEL PANELS OF INSTALLED STORM PANEL (USE ANY ANCHOR pq MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED) Q MAX LOAD: fS4.0 psf • d MAX SPAN: 9'-2° ALL MOUNTING CONDITIONS) MI . BELOW 3D'ABOVE GRADE: 5.375' SCHEDULE IS REQUIRED FOR USE WITH MIN SPANS: 24° (DIRECT MOUNT TOP&BOTTOM) • MIN,GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTINGiRGTU GREATER THAN 30'ABOVE GRADE:5.375° 3. SEPARATION FROM GLASS IS 35" (ALL OTHER CONDITIONS) REQUIRED ONLY WHEN INSTALLED AR�� WITHIN ESSENTIAL FACILITIES. •A�f¢ 0.100'CLEAR POLYCARB FULL-/HALF-PANELS BUILD-OUT WPIIUNOOUM(LBBi7N✓D0PE • MIN.GLASS SEPARATION FOR INSTALLATIONS ATOR BELOW 30'ABOVEGRADE: 7.350° 5 MOUNT CLOSURE 15-2337 • MIN.GLASS SEPARATION FOR INSTALLATIONS ��' GREATER THAN 30'ABOVE GRADE:5.375' 2 3'.11-0. PLAN VIEW scoa ovmrrlorr, ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) - _ - - - ANCHOR SCHEDULE (DIRECT MOUNT) - PRA ilENNARDD,P.E. G Spans Spans Spans Spans �4 LOAD Up To Up To Up To Up To �a O ANCHOR 5'-0' 6'-8" 7'-6" 9.2" (F� � LOAD Spans Spans Spans spans � �•- 1/4"ITV S.S.TAPCON W/ 33 16.0" 16.D" 16.0" 1&.0" (� Up To Up To Up To Up To 1.314"EMBED,1-114°EDGE = ANCHOR 5'-0" 6'-8" 7'-6" 9'-2" DIST. 3192 MIN CONC 38 16.0" 16.0" 16.0" 16.0" rrnn ( OSH ) 1/4'PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12.0" q•--� 47 16.0" 16.0" 16.0" 16.0" FEMALE)x 1-3/4'EMBED z 54 16.0" 16.0" 16.0" 16.0" (3350psH MIN CONC) 38 12.0" 12.0" 12.0" 12.0" r4 •� :190 1/4"ELCO ULTRACON 1-3/4° 33 16.0" 16.0" 16.0" 16.0" 45 12.0" 1201 12.0" 12.0' W EMBED,1'MW.EDGE DIST. 38 16.0" 16.0" 16.0" 16.0" W 54 6.0" 6.0" 6.0" 6.0" L; (2896ps1 MIN CONC) a 47 16.0" 16.0" 16.0" 16.0" 1/4•ITW'SAMMYS SSC 33 12.0 12.0" 12.0" 12,0" y� a ANCHOR NOTES: WITH1-3/4'EMBED S � 54 16,0" 16.0" 36.0" 16.0" u (3295ps1 MIN CONC) 38 12.0" 12,0" 12.0" ,12,p•' 9 VV X aj 1/4^ALL POINTS SOLID-SEr 33 16.0" 16.0" 16.0' 16.0" , W 19 1) 'ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE � 45 6.0" 120" 6.0" 1.0" Q l7 QQQ'• ANCHOR x 7/8•EMBED B 54 6,0" 6.0" 6..0 6.0. y W W g 1-1/4•MIN EDGE DIST 3B 16.0" 16.0" 16.0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. (3000ps1 MIN CONC) 47 16.0" 16.0" 16.0'• 16.0'• 2) ENSURE MINIMUM 2"EDGE DISTANCE FOR ANCHORS 1/4•ALL POINTS SOLID-SET 33 12.JIM0" 12.0" 12.0" 12.0" ANCHOR x 7/8^EMBED B _ 54 16.0" 16.0" 15.9" 15.9" TO CONCRETE/4' HOLLOW BLOCK,U.N.O. EDGE 1-114°MIN EDGE DIST 38 12.0" 12.0 12.0 12.0" 3 DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO u) 1/4"MILLENIUM MSLLFAST 33 16.0" 16.0" 16.0" 16.0" WOOD. (3000ps1 MIN CONC) 45 12.0" 12.0" 12.0" 12.0" O W o� W/3-3/4°EMBED,1'MIN. WO EDGE DIST.(3275 psi MIN 3B 16.0" 16.0" 16.0•' 16.0" 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN 54 6.0" CONC) 47 16.0" 16.0" 16.0" 16.0" ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE �sDISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER 54 16.0" 16.0" 16.0" 16.0" n WALL FINISHES. rispare Spans Spans spans �i spans Spans Spans Spans 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE ti LOAD Up To Up To Up To Up To LOAD WITH MANUFACTURERS'RECOMMENDATIONS. 0 ANCHOR (psQ 5-0" 6'-6" 7'-6" 9'-2" c� O ANCHOR Up To Up To Up To Up To x 7� s (�Q 5'-D" 6'-8" 7'-6" 9'-2" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 1/4'PANELMATE(PLUS OR 33 12,0" 12.0" 12.0" 12.0" 1/4°ITW S.S.TAPCON W/ 33 14.5" 11.9'• 10.6" 7.9" BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL FEMALE)x 1-314"EMBED 38 12.0' 12.0" 120" 12.0" to Y 1-1/4°EMBED,4•MIN.EDGE BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. (3350ps1 MIN CONC) W DIST 38 iz.6" Io.3^ 9.Y' 6.9" 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, 45 12.0" 12.0" 12.0" 12.0" ° 47 10.2" 8.4" 7.4" 5.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 54 s•o" 6.0" 6.0" 6.0" NIL $ 6 54 8.9' 7.3' 6.5' 4.B" 3 3G " MEMBERS,NOT PLYWOOD. ' 'ITW'SAMMYS SSC, 33 12.0" 12.0" 12.0" 12.0"1/4 1/4"ELCO ULTRACON W/ 33 16.0" 14.0• 13.1" WITH 1-1/4• O O nMi EMBED }42(. 1-1/4•EMBED,1•MIN.EDGE 7) WHERE ANCHORS FASTEN TO NARROW FACE OF 0 9 38 12.0" 12.0" 12.0" 12.0" DIST. 36 16.0" 13.5" 12.2" 9.6" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER s O1 Zm< d 47 14.3" 11.7" 10.4" 7.8" OF NOMINAL 2x4(MIN)WOOD STUD Q.e.3/4°EDGE 9 45 12.0" 12.0" 1.Uv- 6. "� DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD 54 6.0•' 6.0" 6.0" 6.0" m £ H 3 s4 12.4" 10.2'• 9.1" 6.B" FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE' 1/4'ALL POINTS SOLID-SET E 33 12.0" 12.0" 12.0" 12.0" '� 1/4"ALL POINTS MBED,2ET 33 .0" 36.0'• 16.0" 16.0" ANCHOR x 7/"EMBED,2" ANCHOR x 7/8"EMBED,2" G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE 38 12.0" 12.0 12.0 12,0" 'E D / 36 16.0" 16.0" 16.0" 16.0" NOTED. MIN.EDGE D Si. g O MIN.EDGE DIST. , >_ as lz.o^ 12.0" iz.o^ lz.o" a'D�141 47 16.0" 16.0" 16.0'• 15.9" 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS �I , CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM a'�Y 54 6.0" 6.0" 6.0" 6.0" m 54 16.0" 15,1" 14.7" 13.9" 5p ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE aS S 1/4°MILL ENIUM MILLFAST 33 16.0" 14.9" 14.4" 13.3" SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE o YL W/1-1/4'EMBED,1'MIN. 38 16.0" 14.2" 13.3" 11.6" SHALL APPLY. G Spans Spans Spare Spans EDGE DIST. 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" LOAD Up To Up To UP To Up To a 47 16.0" 13.3" 12.0' 9A" O ANCHOR (psf) 5a ia.9" Yz.2" 10.9 e.Y" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY = S,_W 6'-8•' T-6" 9'-2" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1/4'PANEL14ATE(PLUS OR 33 12.0" 12.0" 12.0" 12.0" HEAD('SIDEWALK BOLT•)U.N.O. .Z. FEMALE)x 1-1/4"EMBED spans Spans Spans Spare 38 12.0" 12.0" 12.0^ 12.0" LOAD UP 7o Up To Up To Up To �^ x O ANCHOR (psQ u, �� 45 12.0" 12.0" 12.0" 12.0" yyy�LL g 54 6A" 6.0" 6.0" 6.0" a ig5a � s 1/4°ITW S.S.TAPCON OR 33 16.0•' 15.7" 15.5" 15.2" EDU a &14 WOOD SCREW x 2° 38 16.0" 14.9" 14.3" 13.2" O r, 1/4°18.8 STAINLESS STEEL 33 12.0 12.0" 12.0" 12.0" „n EMBED o d HANGER BOLT x 2°EMBED 38 12.0" 12.0" 12.0" 12.0" @ a Il=M»lau 54 16.0" 13.3" 120" 9.3" 3 }EMBEDt 45 12.0" 12.0" 12.0" 12.0" 54 0"0"� 6.D" 6.1/4°LAG SCREW x 2° 33 16.0 15.8" 15.7" 15.5" 6.D" 6. a Cl THREAD EMBED O� 38 16.0" 15.0" 14.5" 13.4" 6 on, }EMBEDt 47 16.0" 13.9" 12.9" 10.9" 1 3m LOAD Spans Spans Spans Spans Spans 54 16.0" 13.4" 12.1" 9.5" _ ANGOR (psQ Up To Up To Up To Up To Up Toat 5'-O" 6'-8" 7'-6" 8'-4" 9'-2" 3 G Spans Spare Spans Spans Spans 1/4'PANELMATE(PWS OR 33 12.0" 12.0" 12.0" 12.0" 12.0' > �0 LOAD Up To Up To Up To Up To Up To FEMALE) 1-1/4'EMBED 0 ANCHOR (psQ �'� 38 12.0" 12.0" 12.0" 12.0 12.0" WPIWfMFR06(LN3FAWP.E x 5'-0" 6'-8" T-6" 8'-0" 9'-2" 1/4"ITW S.S,TAPCON OR 33 16.0" 16.0" 16.0" 16.0" 16.0" a 45 12.0" 12.0" 12.0" 12.0" 12.0" 15-2337 z n ELCO ULTRACON x 2'EMBED o _ �SF 38 16.0" 15.9" 15.9" 15.8 15.8 y L7 � 54 6.0" 6.0" 6.0" 6.0 6.0" w�, 47 36.0 14.7" 14.1" 13.4 12.8" �O 1/4°I8-8 STAINLESS STEEL 33 12.0" 12.0" 12.0" 12.0" 12.0" PAGE DP.BCRYPnON: 0 HANGER BOLT x 2'EMBED 38 12.0" 12.0" c t7 54 15.1" 13.5' 12.7" 11.9" 11.1" O 12.0" 12.0" 12.0" SO 4°LAG SCREW x 2° 33 16.0" 15.7" 15.6" 15.4" 15.3" 3,� EMBEDi u } as 1z.o^ Ito" 1z.o^ 1z.o^ lz.o^ o" C EMBEDMENT 0 0 38 16.0" 14.9" 14.4" 13.8" 13.3" 54 6.0" 6.0" 6.0" 6.0" 6.0" }EMBEDt ^`•'�Jll 3 47 16.0" 13.9" 12.9" 11.8" 10.8" = S4 16.0'• 13.3" 12.0' 10.7 9.4" a