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c � it I .POST TO FOOTING ANCHOR SHALL BE S1MP N ABA44 w/(1)%x'GAI,V. A-B.'I'O FOOTING&(6) lOd FASTENERS TO
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2 .ST UD TO BOTTOM PLATE ANCHOR SHALL B SiMPSON SPH4 w/(10) 10dx l-l/2 FASTENERS TO STUD Q ALTERNATE
STUDS.OR SIMPSON RSP4 w/(4)8dxl-L/2 FASTS, 'RS EA.TO STUD&PLATE EA. STUD.
-, 3. SCUD TO TOP PLATE ANCHOR SHALL BE SIMPS0N H6 w/ (8)8d FASTENERS EA.TO PLATE& STUDS L ALTERNATE � � � �• ik),
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STUDS. i1Gti9G
4.JOIST TO TOP PLATE ANCHOR SHALL BE S1 ON H2.5 w/(5)8d FASTENERS EA. TO 10[ST&.PLATES EA. 1015"f.
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5 JOIST T O LEDGER ANCHOR SHALT.BE SU ` i19 w/(S)uls U4x 1 1/2 FASTENERS TO PLATES&(4)SDS lf4 I
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FASTENERSTO JOISTEA.JOIST.
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--~- • --------�-` ' � � GMU� DESIGN is TO BE IN ACCORDANCE WITH THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL +
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m -' 1. LIVE LOADS: U
IN
DECK 60 PSC
2. BASIC WIND LOAD 110 MPH
ROOF SLOPE 4-1/2:12=20.56 DE EES
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USE FACTOR 1:0
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MEAN ROOF HEiGHT 21'
VELOCITY PRESSURE 27:2 PSF I!C"") II `�7�"�✓ /'._ lrtC ►CAL, a �L
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3. ALLOWABLE UNIT'STRESSES
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34 CONCRETE. DESIGN PER ACi 318
L'� SLABS ON GRADE,CONVENTIO SHALLOW FOOTINGS /*(pNaiL- �(�•
%+ &ALL OTHER CONCRETE: fc 3000 PSi '
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�jlls'f(i. 1�e-�IK REINFORClNCi STEEL: ASTM A615 GRADE b0
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WELDED WIRE FABRIC: ASTM A185
i<?KGo IOWA CONCRETE MASONRY: DESIGN PER ACI 530-f m;r 1500 PSL
SOIL BEARING CAPACITY: 2000 PSF(MAX.) }-
7----�
4. ANCIIOIt BOLTS SHALL BE COMPLETE WiTH fiW0(2)IiARDENTD WAST(ERS AND NUT iN CONFORMANCE.WITH
-/. ASTM A307.tl
D - p 5.ALi,DIMENSION LUMBER READERS AND BEAMS SHALT_BE SYP NO.2 OR BETTER,WITH AN ALLOWABLE BENDING
1
STRESS IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
BY AMERICAN FOREST&PAPER ASSOCIATION;ALL STUDS SHALL BE SPF NO. 2 OR BETTER(UNLESS OTTTERWTSE Ka 6, �I� ,,,�,�-I - . ,.,- ----- ', -Z,X,+
NOTED).
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«X I�X C�B� 6. UNLESS OTHERWISE SHOWN ON DRAWiNGS�MINLMUM CONCRETE COVER FOR RECNFORCiNG SHALL BE AS
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FOLLOWS:
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FOOTINGS: 3"
f SLABS ON GRADE: CENTERED ---
p 7. ALL REINFORCING STEEL SHALL,BE PLACED IN ACCORDANCE WI`I I THE TYPICAL BENDING DIAGRAMS AND
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( ,`'X�4 x6f)>`� PLACING DETAILS OF ACI S'T'ANDARDS AND SPECIFICATIONS. REINFORCING STEEL SHALL BE HELD SECURELY f
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IN POSITION WITH STANDARD ACCESSORIES DURING PLACEMENT'OF CONCRETE. �� � CHECKED
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S. SPLICES IN REINFORCING,WtiERE PERMI'TT'ED,SHALL BE AS FOLLOWS: +�=—^ ATE
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t.. MASONRY: 48 BAR DIAMETERSSCALE
__. CONCRETE: 40 BAR DIAMETMS -._.__----_-.___
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9. IF FOOTINGS OCCUR iN UNSTABLE SOIL.,,'1'ITE ENGINEER SHALL BE NOTIFIED. J013 N
lU.ALL LOAD BEARING COLUMNS AND EXTERIOR STEM WAI.L,S SHALL,BE COMPOSED OF ASTM C90 GRADE N-1 - 1tK� /� .5 C"of �
MORTAR
I I I HOLLOW CONCRETE MASONRY UNITS WITH TYPE"S" .FILL ALL CELLS CONTAINING VERTICAL
U `� + REINFORCEMENT'WITH 3000 PSI CONCRETE. FILL ALL CELLS BELOW FINISHED GRADE WITH 3000 PSI CONCRETE.
l 1. PROVIDE REQUIRED TL'MPORARY BRACING, Sl IORiNG,GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL
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ELEMENTS IN PLACE DURING CONSTRUC'T'ION. � 4'L
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