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PLAN NOTES: � -
; REINFORCING BARS SHALL HAVE A I��TIMLTM CONC.GOVERAGE
PER ACI SPECIFICAT'IONS. 1 %z"TOP AND SIDES,3"TO CONC.POURED
AGAINST SOIL.
ALL FOOTINGS SHALL BEAR ON UNDLSTURBED NATIVE S01L OR
COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERS
RECOMIViENDATIONS
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APPRt�VED
�' Community Deve1opmeM Department
� ��O�v� • Buiiding Sa#ety and Inspection Se�v�ces
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� ' �� Code Val,�'s°�j of permit The issuarxe or granting of a p�s- .
�lJ not be c�^�tru�d to be a pertnit for.or an approwa!of.any vi� ..��f
� /� any of th�!::ovisions of this code ot of any other ordinance cf. �
"� jurisdic;i��. Permits presuming to give sudtority to violate or e��,�el�S
('�?� ✓ provisic�.�cf this code or other ord'u�ances of the jurisdk�ion sha,i�:^t be
f� o � valid. 1�,:�i�suance of a permit based an t�n.stn�cfion documents and -.
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� other data shail not preverrt the building offkial irom requiring the
� � i� f rrors in the construcGon documeMs and other data.Ttu� �_
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building official is also authorized to preveM ecxupancy or use of a
structure where� � ' of is c or of arry othero�dinances d
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1. Construction shall be in accordance with the requirements of the 2003"International Building Code"except
where local codes and co�struction documents are more restrictive.
2. Contractor shali verify and coordinate all dimensions. Contractor shall notify Architect and Engineer of any
discrepancies and receive written clarification before proceeding with construction.
3. Contractor shall contact engineer for pre construction meetings to discuss and clarify any and a11 revisions,changes
and modifications. All revisions,changes,and modifications sha11 be approved in wrifing prior to proceeding with
construction. -
4. Structural plans show structural requirements only. Additional members may be required for blocking,nailers,and
to meet minimum compliance with local building code requirements. Bracing,shoring,and other temporary
construction may be required to achieve the fmal structural systems shown on the drawings.
5. Contact engineer to discuss any discrepancies or to request any cl�cation of completed structutal systems prior to
construction.
6. Any and all existing construction shall be verified and final dimensions coordinated with Architect prior to
proceeding with construction. Existing construction types and conditions varying from conventional modern
construction confornung to current codes shall be confirmed and evaluated by engineer prior to proceeding with
construction. Additional stsuctural components may be required to ensure final construction is adequate to support
cutrent design loads.
Foundation General Notes:
1. Foundation design is based on an assumed maximum bearuig pressure of 2000 pounds per square foot dead load plus
full live load. It is recommended that this assumed bearing pressiue be verified by a geotechnical engineer prior ta
foundation construction.
2. All footings shall bear on solid undisturbed native soil or approved compacted structural fill.
3. It is recommended that a geotechnical engineer perfonn an open excavation inspection prior to placing foundations
to ensure the soil conditions aze consistent and satisfactory.
Concrete General Notes:
1. Material and workmanship shall be in accordance with the requirements of"Building Code Requirements for
Reinforced Concrete"(ACI 318)
2. All concrete shall have a muiunum compressive strength at the age of 28 days as follows:
Piers and Footings: 3000 PSI
3. Ail cement used in concrete shall be type UII.
4. Reinforcing bars shall conform to ASTM A-615 grade 60. At splices bars shall be lapped a minimum of 36 bar
diameters. All bar spacing and positions sha11 be exacfly as shown on the structural drawings.
Wood General Notes:
1. All wood framuig shall conform to the"National Design Specification for Wood Construction",latest edition,
recommended by the"National Forest Products Association."
2. Sawn lumber franvng members shall conform to the following species and grades:
Framing: Douglas-Fir,#2 or better
Ali 2 x material must be exterior use fue-treated
Railing: Cedar#2 or better
5. Glue-Lam beams shall be DF-L 24F-V4 series
12. Joist hangers and Hurricane clips shall be Simpson Strong-Tie connectors as manufactured by the Simpson
Strong-Tie Corporation.
13. Framing plans show slructural requirements only. Additional members may be required for blocking,nailers,and to
meet minimum compliance with local building code requirements. Bracing,shoring,and other temporary
construction may be required to achieve the fmal structural systems shown on the drawings. Contact engineer to
discuss any discrepancies or to request any clarification of completed structural systems prior to proceeding with
construction.
15. Maintain 6"clearance between untreated wood or and soils at fuush grade.
16. Nailing,blocking,and all other constniction details per Building Code.
Desiga Loads:
Deck Loads: � � V l�
DeadLoad: 15 PSF _ wwww nl
Live Load: 100 PSF based on 8500 USGS tion of site I
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