Structural plans by Geiger Berger Associates, PC; reproductive print

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Material Information

Title:
Structural plans by Geiger Berger Associates, PC; reproductive print
Series Title:
Morgan Dunehouses (William N. Morgan, FAIA)
Physical Description:
Unknown
Language:
English
Creator:
Morgan, William
Donor:
Morgan, William ( donor )
Publication Date:

Subjects

Spatial Coverage:
North America -- United States of America -- Florida -- Atlantic Beach

Notes

General Note:
Scale: 1/2'=1'0"

Record Information

Source Institution:
University of Florida
Rights Management:
All applicable rights reserved by the source institution and holding location.
Resource Identifier:
S-1
System ID:
AA00009622:00025


This item is only available as the following downloads:


Full Text






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SEE PLAN (G-1)


(2"
MAX






HARDWARE -
CLOTH


PLYWOOD
DIAPHR AGt\


GENERAL NOTES:


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SEE PLAN (G-l)


PLAN


REINFORCEMENT


SECTION


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TYPICAL SHELL REINFORCEMENT


1. Use these structural drawings in conjunction w
architectural drawings.
2. Shall be founded in sand having a minimum alley
bearing capacity of 2 T/FT2.
3. All concrete shall conform to ACI 318-71.
4. Walls and shell shall be united concrete witl
allowable strength of 4000 psi after 28 days.
5. Floor and framed slabs shall be cast-in-place
with a minimum allowable strength of 3000 psi
days.
6. Mix subject to approval by an engineer.
7. All reinforcement shall be deformed bars confc
ASTM A615, Grade 60.
8. All welded wire fabric shall conform to ASTM A
be made of cold drawn wire conforming to ASTM
9. Provide concrete covers as per ACI unless note
10. Prior to guniting the shell, provide sufficier
supports and shoring to safely carry,all cone
without undue deformations.


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CENTER WALL


TYPICAL WALL RUENFORCE\ENT


REAR OPENING


REINFORCEMENT



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Full Text
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