GENERAL NOTES:

 1-  This door has been designed in accordance with the Florida Building   Code, 2004 edition with the 2006 supplement.

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 / 2288, with design   loads as follows:

                                         —Positive Design Load 60.0 psf.

                                         —Negative Design Load 65.0 psf.

 4-  Slat to be A.S.T.M. A—653 SQ. grade 40, with G—90 galvanizing or A.LS.I.   Stainless Steel series manufactured with minimum yield strength of 50.0 ksi.

5-  AlI steel angles to be A.S. T.M. A—36 designation. shop primed against corrosion   prior to installation.

6-  Guides to be A.S.T.M. A—653 SQ. grade 50. cold formed steel designation,   shop primed or with G—90 galvanizing.

7-  Windlocks to be A.S.T.M. A—653 SQ. grade 40 mim. cold formed steel designation, with G—60 galvanizing.

8-  Hood to be 24 Ga. A.S. T.M. A—525 designation, with G—60 galvanizing.

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

10-  Concrete anchors to be Dynabolt - Sleeve anchor, manufactured by Red Head, and shall be installed following all of the recommendations and specifications of the anchor’s manufacturer.

11-  All welding to conform to American Welding Society’s latest edition’s regulations, and the South Florida Building Code. Use A.W.S A5.1 or A5.5 E60xx   electrodes mim. 1/8” fillet size.

12-  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

13-  It shall be the responsibility of the contractor to verify that the existing structure is designed to support Vx and Vy forces at both jambs.

14-  Roll up mechanism not included in this approval.

15-  The curtain (Top slat) is fastened to the wheel with (4) 6 1/8” long slats using   one 3/8” bolt & nut