FLEETWOOD Windows & Doors

Transcription

1 1. General Notes a. These systems have been tested, analyzed and approved as described herein. b. Buck opening (by others) & buck fasteners must be properly designed & installed to transfer loads to the structure and to be reviewed by building official. Buck design and installation is the responsibility of the engineer or architect of record for the project of installation. c. The number of installation anchors depicted is the minimum number of anchors to be used for product installation. d. Install individual installation anchors within a tolerance of ± ½ inch of the depicted location in the elevation / anchor layout detail. Tolerances are not cumulative from one installation anchor to the next. e. The installation details described herein are generic and may not reflect actual conditions for a specific site. If site conditions cause installation to deviate form the requirements detailed herein, a licensed engineer or architect shall prepare site specific document for use with this document. f. All hardware & fasteners shall be in accordance with these drawings & may not vary unless specifically mentioned on the drawings. g. These systems have been designed in accordance with the current Florida Building Code. h. All anchors shall be installed as specified on these drawings. Specified embedment to base material shall be beyond wall finish or stucco. i. Materials, including but not limited to steel screws, that come into contact with other dissimilar materials shall meet the corrosion resistant requirements of AAMA and Florida Building Code Glazing types used (see glazing detail page A5) j. Glazing gasket has been tested in accordance with FBC Specification: AAMA/WDMA/CSA 101/I.S.2/A440-05, AAMA ASTM E1886 AND E1996 (Large Missile Impact) 3. Design Load Capacity Rating + 50 PSF / -50 PSF, Limited Water (LW) 2.92 PSF (Standard Sill) 4. Anchor Schedule Installation Type (Α) Qty per Location (B) Substrate (C) Anchor Type (D) Embedment (E) Edge (F) Head / Sill O. C. (G) Jamb O. C. (H) Corner (I) Shear Block 1 Wood # 12 Wood Anchor Concentrat ed Area (Qty.) (J) Page A1 of A5

2 5. Size Limitations With Transom Maximum Frame Size 108" x 144" Maximum Transom Size 108" x 48" Maximum Panel Size 52" x 95" Maximum Sidelite Size 45" x 96" 6. Elevation Illustrations Page A2 of A5

3 7. Cross Section Illustrations Note: Wood substrate shown. (NOT BY ) (NOT BY ) (NOT BY ) SHEAR BLOCK NO. 10 SMS SCREW x 2". 3" FROM INNER CORNER OF PANEL MAX. 16" OC. HEAD-FIXED (NARROW) WIDE STILE FIXED HEAD SWING-IN HEAD FOR MINIMUM EDGE FOR MINIMUM EDGE 1/2" MAX. LOAD BEARING SHIM EXTERIOR 1/2" MAX. EXTERIOR LOAD BEARING SHIM HINGE JAMB PAIR (MEETING STILE) HINGE JAMB SILL PAN SET SILL PAN & SILL IN A CONTINUOUS BED OF SEALANT SEE NARROW FIXED SILL SEE SWING-IN SILL WATER 2.92 PSF. SET SILL PAN & SILL IN A CONTINUOUS BED OF SEALANT TRANSOM (NARROW) Page A3 of A5

4 8. Components and Bill of Materials Page A4 of A5

5 9. Glazing Type and Detail Overall thickness1-1/4" Insulating Laminated Glass Comprised of:.180 Tempered- 5/8" Air space, Aluminum spacer -.180" Tempered - 90 Mil Sentry Glass -.180" Tempered. MIN..500" MIN..500" PANEL TRANSOM (4 SIDES) (WET GLAZING) Page A5 of A5