GENERAL NOTES:

 1-  This door has been designed in accordance with the Florida Building   Code, 2004 edition.

2-  Positive and negative design pressure calculations shall be performed in   accordance with ASCE 7—88 “Minimum Design Loads for Building and   Other Structures”, w/ a minimum basic wind speed of 146 m.p.h.

3-  The details and specifications shown herein represent the products tested   for impact, cyclic and uniform static air pressure in conformance with Dade   County protocols PA 201, 202, and 203 as per FTL report # 2337, with de  sign loads as follows:

                                         —Positive Design Load 90.0 psf.

                                        —Negative Design Load 90.0 psf.

4-  Slat to be A.S.T.M. A—653 SQ. grade 80, with G—90 galvanizing, or A.I.S.I.   Stainless Steel series manufactured with a minimum yield strength of 80.0   ksi.

5-  All steel angles to be A.S.T.M. A—36 designation, shop primed against cor  rosion prior to installation.

6-  Guides & windlocks to be A.S.T.M. A—653 SQ. grade 50 cold formed steel   designation, with 0—60 galvanizing.

7-  Hood to be 24 Ga. A.S.T.M. A—525 designation, with 6—90 galvanizing.

8-  All rivets to be A.l.S.I 1006 Steel, Zinc Plated w/48.42 ksi minimum tensile   strength.

9-  Concrete anchors to be as manufactured by Powers Fastening Inc., and   shall be installed following all of the recommendations and specifications of   the anchor’s manufacturer.

10-  All welding to conform to American Welding Society’s latest edition’s regula  tions, and the South Florida Building Code. Use A.WS AS.? or A5.5 E60xx   electrodes mim. 1/8” fillet size.

11-  Insulation material shall be EPS—Expanded Polystyrene Insulation manufactured by Apache Products Company w/ 1.07 Lb/ft3 density. Notice of acceptance # 01-1108.09

12-  It shall be the responsibillty of the cantractor to verify that the existing struc  ture is designed to support Vx and Vy forces at both jambs.

13-  Roll up mechanism not included in this approval