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HomeMy WebLinkAboutPRJ08-0100 B08-0076 plans� � � � � � • �le � ♦ w ����� II �I �� � STL. SADD�E: —'' Y2x{BM. WIDTH -i-Ys")x0'-10 BRG, R W f 3'4x8x0'-10 s�oE �t� w/ (z}—�r4"� THRU—BOLTS BASE R: 5�8X10X0'-10 - W/ �4}_y�,>� x � o" A.B.'s QN 1" MlN� SHIM 8c NON—SHRlNK GROUT � ..._.,o-° — �—» ._._ ___. � a` ? .� __ ...�- «-. -a...- .._�._.�...d_-�. .. 4 � .. ,.� I' �i � � \ � �/ �� � � ri�i � � i � � �� � � =—����.��_�,����,� ' \ � — — — — — — t �� � � ^ ^ DESIGN CRITERIA: GARY REMODEL JOB #: 0805-22 / �,,� � / �f f, J �\ ,,�� V� Roaf Live Laad (Snow) -------------------------------- 80 psf i f,'�' r f'�� �\� - — — — — — — — — — — — — — Raof Dead Laad ------------------------ ----- 15 psf y ,`', �v_���v�� ------- / / -' '� f;,` �i\ � ' � � Flaor �ive Load --------------------------- 40 ps� / �/ � 'f - _ _ _ _ _ _ _ _ _ _ r \ Floar Qead Load ------------------------------------ 15 psf / � � ''l ,�'� ; �,, ,�`,F ,r`� \ �,, i \ / / �/' �= f,, � "�, ,� , � ',•/ . '� \ EQ / // � i . , ` '` / � / '� '"�f r'f %�� �'"� �' � '�/ /� �'`� � a. Design of individua! and continuous footings is based on an assumed maximum allowable �/%� ' �` fr ;� f'�/ � '� � \ bearing pressure of 2000 psf (d�ad load plus fufl 1 ive load). /�/ � f �E ,, ��� ffr tA '�/� �-`�F .� t� b. Structural concrete shall haue a minimum 28—da y com pressive stren gth of 30Q0 psi. // '� � -`` � ,�'� ,�`' // ,f`� ,�=` ,` ,,\' �� c, Existing structures: Cantractor shall be resporrsible for verifying dimensions, elevations, ��-�`° � f � f/ ` `� '� \ STL.. CaL. RER PLAN ,, ,, = ,f'" ,.�'' ,�` 3,,, f�;r /� f r �,- .�� � \ framing, foundatian and anything else that may affect the wark shawn an the drawings. , r ; /� �`"� -'F ,- ,�t ,�'� Underpinning, sharing and bracing of existing structurss shall be the responsibility of the // �''� �� -f`° ,>`� ,' ,i/�i,��`'� r,'" ,�' ,�° � ���� cantractor. � /� � � .-,,� f/f j,, f,� �,, ,, �� /t, f^ �} * .� =`� ;� �� �;, . , � � � / ✓ .' .F i � . a / ,�' ,; ` � ,f � f ° , , -`` � F F F �F . � .. 4 � � . . . / . . . f � \ ; .�. � � .# . . . v ,; . � ... . . . . ./ � ,.. / /' ` f �� f / / � f l' ./ . �v` . / /. `f � n � . . . � . , �.�,. . , � . . . . . . . � � � . "�.. * , r . . . . . � .� . . . -../;./ . {. ' ;J'. . . . . . � .. �.. . . . 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C=�=�-�_.. �.__��_.:s�_.:r�� ��_��!��..._..�_:�..�__..__.C�..� . }, _. , �, x � � _ p UPPER �I�{�OR �RAMI�� PL�N ' sca�.E. 4 � o: l ^� i ,, , r, - �A1N �L O�� �R , _ ..� �1`� � �� �7 �L�AI V ��ALE. 1 4 — 1 0 1/ PLA�J NOTES PLAN NOTES 1. POSTS BELOW (ORIGINATING FROM THIS L:EVE� OR ABOVE) 'ARE INaCCATED: ■ NON—CONTiNiJOUS POSTS FROM ABOVE C?R CRiPPLE POSTS ARE iINDICATED: � 1. PQSTS BELOW (ORIGINATING FROM TNIS LEVEL �R ABOVE) A��: INDICATED: ■ EJON—CONTINUOUS POSTS FROM ABOVE OR CRIPPL.E P4ST5 ARE 1NDICATED: � 2. ALL. CtiLUMNS ARE LABEL�£D AT THE TQP. 2. AL� COLUMNS ARE LABELLED AT THE TOP. 3. {E) REFERS TO EXISTING CONSTRUGTION (---- �- -�- -� � ---� ), (N} REFERS T0 NEW ( }• 3. 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