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HomeMy WebLinkAboutB08-0118 plans � � / i _ % � LnG• 1 �— 2 �� �ivT' ��T",4G+� To ��I��' ��i�D�TN � L�� Z 1�I `1-`,'�� ( I �' �� �' � ��� � , ���0 I -�._ ��/��II X I 2 � LV�1'�"1 ��a�' .0 I (2�2; ��i D�i :Lb � . I - ��N N� I � �� = I —o �... ..._ . _.. v __ ._____��__._____. 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 I`��-I L �k I�J I- 2 X I l� II -t� N�w_ zxio w�i��.��� �T ���v �� <2)2 u 1� i-�f� � l,lk�)'2� L�oCt�i�� o•G r � . / � � Qp 3` � �� � �.`� � a� �� ��:U �C-? �.t,� �:, � � � ,�-I�1C .�. 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APPRt�VED �' Community Deve1opmeM Department � ��O�v� • Buiiding Sa#ety and Inspection Se�v�ces Sectio� t O�-� ,— Z�'� fntemational BuiidingCodellMernationat F;�:_ :9 � ' �� 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 -. , Z ��o � other data shail not preverrt the building offkial irom requiring the � � i� f rrors in the construcGon documeMs and other data.Ttu� �_ � � � � G 6 � � O. 32 S'85;24 ;34 9�— / �o X�2��:� �I _ . r .�, �O � � �� " Iv�� '�s6�, � Or � \ � 51. O5° . 1 N85z4 34 .,�� N��' ���e �2•o x�q-b� �2. � BUIL DING ,NO. �S �lzP� � �i--� �i���i �c�L� . I'`-�'' � 1�5�\ �� � �1. p ' �I � 0 I � � � � ,/ i ` ��2 ���;� �� \` : ��� . 3 a � 55 N�t� � N�W ��- ��,��i_.t- f� C�N�i�?ue`1�D � I�fiAT'�i�l , ., _—a . . . _. .,�..,.,_:_ .. .u_.�.�.�.. � .r_ . �e s ��� .rJet ��. „- . i�„i n t-7 V c� 0 � ��' � �'. correc ion e e � building official is also authorized to preveM ecxupancy or use of a structure where� � ' of is c or of arry othero�dinances d —�IIS-i1t[ISCl{C�IOA ----, _ __ _ �` ._. ._ _ _. —�-- — _ PLANS EXAAAINER: OAiE: �3—� �. ���::: ��:- �:.: / . / 'v'� C ��,�iCa r-7 �Q-�-+ ��� __���� '�m�" __ ��� ������� ����GIV R�I�� �1',�FF APPRO�i�t,. ` ., � �1�1 �H � ;DATE:�����. ,�REVISION::. 0 � = o 0 m � �o . Qk�''' R•1� Z o� (� � V b � _ � N �A � o �_ �, ... p �� ,I` � � 5 o O� � U ; �� � : o .-� !: U .`" � � � q i, : � � � � � .� , H � ��: ��. � N� N M O �v N y� v w.I U '� ` y �: � � � ' � .� O. � � � .� >, � � � � `�' W:. `�.���+i: .. � , _ . . . � . -: , . v � fal /Z./� � �� � DECK �` � 4�e'^ G.C.E. � LC.E. so2 � . 'N Ni L.C.E.\f � � .3, __ �ea � �_ g o. �` UNIT I80! � c.c.E. F.P. _� �'. G __ --,►�o' �o � M � G.C.E. //.G� 5. /5'- 3-0 � Mi I �� L.C.E. �� !� DECK ., )� %- � ��' DECK a � L.C.E. � 2P.4 � N .1 UNIT 1802 � F.P. 3/.O. .4 n0. .� �0 ii c' 2' S5� � � 3°. 1f L.C.E. 0 D K � d 1 V ''� A QZ �'$� �l�O/'� �� �� �� =-- :� ��� � .� , 0 d;� �, $ � . ,��> � � o�� ��� � ��� J I ,�. / � � cora� �/00/' , � ��� � � � � �� � � � � -� � �o � o � �- � , , �- � � � �;�� ?"hird �/oor 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 0�,wv�""+(�pG� O��*� L�C�C`-`'�j S`�°O . ' 'R �� � }' •. nC�v� \ �: � C