Product Specification — Harco Building Products, Report No. 21-013-99 (1999)

HORIZONTAL SLIDING WINDOW (GD) SERIES 1659 ALUMINUM DSB ANNEALED GLASS HARCO BUILDING PRODUCTS 1000 N. 3rd Street P.O. Box 11115 Phoenix, AZ 85011 Phone: (602) 266-8500 Fax: (602) 266-8501 Sheet 1 of 3 Project No. UN Date 12-1-99 Drawn by Checked by Sheet No. HS99-01 WINDOW HEIGHT 18 3/8" MAX 5" MAX DSB ANNEALED GLASS DSB ANNEALED GLASS 21 1/4" MAX WINDOW WIDTH 20 1/2" MAX 5" MAX FALSE MULLION (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (GD) NOTE: 1- SUB-FOOT SHALL BE PRESSURE-TREATED LUMBER 6'x6" x 12' MINIMUM. INSTALLATION SHALL BE AT LEAST 6' FROM ANY BUILDING PARTITION OR COLUMN. 2- FASTENERS ARE 1/4" DIAMETER x 12" LONG. AND MUST BE MADE OF STAINLESS STEEL OR HOT-DIP GALVANIZED STEEL. PROTECTION AGAINST CORROSION FOR STEEL FASTENERS IN CONTACT WITH ALUMINUM OR OTHER METALS NOT CONSIDERED COMPATIBLE SHALL BE PROVIDED. PRODUCT RE-REVIEWED ACCEPTANCE No. 21-013-99 REPORT NO. 21-013-99 HARCO BUILDING PRODUCTS WATER-GLIDE PRODUCT ELEVATION DETAILS REQUIRED APPROVED AS COMPLYING WITH THE SOUTHERN BUILDING CODE HARCO BUILDING PRODUCTS 1000 N. 3RD STREET PHOENIX, ARIZONA 85011 JOSEPH PERNAKOSZ PHOENIX, PE P 51535 3-22-99 COMPATIBLE ANCHORING SERIES 1659 ALUMINUM HORIZONTAL SLIDING WINDOW (GD) DESIGN LOAD CAPACITY WINDOW DIMENSION WIDTH HEIGHT ANCHORS DSB ANNEALED GLASS 1.54" SILL EXT. INT. 3.00" SILL EXT. INT. NORMAL SIZES 36 1/2" 36" 3 55.3 140.0 70.0 160.0 36 1/2" 48" 3 55.3 140.0 70.0 160.0 36 1/2" 60" 4 55.3 113.3 70.0 115.3 36 1/2" 72" 5 55.3 95.1 70.0 96.1 36 1/2" 84" 6 55.3 82.7 70.0 82.7 36 1/2" 96" 3 55.3 113.3 70.0 115.3 36 1/2" 108" 4 55.3 77.8 70.0 72.8 36 1/2" 120" 5 55.3 59.6 70.0 59.6 STANDARD SIZES 48 1/2" 36" 3 55.3 80.7 70.0 80.7 48 1/2" 48" 4 53.4 53.4 53.4 53.4 48 1/2" 60" 5 53.3 37.1 37.1 37.1 48 1/2" 72" 6 55.3 28.8 28.8 28.8 48 1/2" 84" 3 55.3 70.0 70.0 70.0 48 1/2" 96" 4 55.3 48.3 70.0 56.9 48 1/2" 108" 5 55.3 140.0 70.0 140.0 48 1/2" 120" 2 55.3 140.0 70.0 140.0 60 1/2" 36" 3 55.3 111.2 70.0 111.2 60 1/2" 48" 4 55.3 70.0 70.0 81.1 60 1/2" 60" 5 55.3 140.0 70.0 140.0 60 1/2" 72" 2 55.3 121.1 70.0 121.1 60 1/2" 84" 3 55.3 81.6 81.6 81.6 60 1/2" 96" 4 55.3 64.8 64.8 64.8 60 1/2" 108" 5 55.3 54.1 54.1 54.1 60 1/2" 120" 3 55.3 85.5 70.0 85.5 72 1/2" 36" 4 55.3 83.5 83.5 83.5 72 1/2" 48" 5 48.6 48.6 48.6 48.6 72 1/2" 60" 3 55.3 85.2 85.2 85.2 72 1/2" 72" 4 55.3 66.7 66.7 66.7 72 1/2" 84" 5 55.3 54.7 54.7 54.7 72 1/2" 96" 3 55.3 37.7 37.7 37.7 BASED ON TCI-100-99 12-22-99 SOUTHERN BUILDING CODE TEST LOADS - DESIGN PRESSURE +33.1 PSF SUSTAINING PRESSURE -33.1 PSF DESIGN LOADS - DESIGN PRESSURE +24.4 PSF SUSTAINING PRESSURE -24.4 PSF WIND LOADS 110 MPH WIND EXPOSURE B WIND IMPORTANCE FACTOR 1.0 27