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B12-0285 Plans Approved
BQND BEAM C� TOP COURSE � � z #5 DWLS x j J � @ 4�" o. c. � � 1'-6 8" SLAB ON GRADE Wj_ �5's C� 12" O.C. EA. DIRECTION, CENTERED IN S�AB 1'-t}�, DECK(NG PER A�c� � . . . , . . . . � . 8" CMU BLOCK (c�auTEa @ 4�" o. c. } „ _ � >_o„ EXSTG. CMU FDTN WA�L �iAApCtlhi n�necn c � C d EQ. E4. SEE SCHED. � PER ARCH. JOISTS PER PLAN ; PLAN SEE SCHEDULE, �� VERT. = TG. PER PLAN SCALE: sf4„ _ � ,^�„ � _� �f,�.-- � _ i E � � � � � ___�_ .� ____ ____ .� _ ____ ____ _____ � .`. ____ __._ I � � � � � � — i ---� � �--- — i� — � � � TT�-_"_-__�--______-_ � � ► � � ____ __._ � -�--j ____ ____ _._ ____ ___.__ ____ ____ — �� I I� � I � � ____ .� _.__. __._ — � I � t � �_�__�_�_ — �. _ � ( �.�_����_.� __�_ I- - - - - � � ____ _.._ _._. � l ____ � ` ____ � _____ � ____ - � f ____ � � +� EXSTG. CMU FDTN WALL � � i� E� ��� � I� fir �- �; �—� � � � 1 I �— ��� � � i i � � � i � � ` � � �y--a._.�_________ ,'�l `�' _� �;__--_______ � �� t .� � �-1 �--- _J ��-' � � � lf � �A SLAB EDGE � _ �`�, r --""~ B � �- \ � � APPROX. LOCATlON - OF EXSTG. PiERS {TO BE REMOVEp � AS NEEDEQ FOR i NEW SLAB) � 8" CONCRETE S�AB ON 4" CLEAN �---'°° GRAVE� BASE ON UNDISTURBED GRAQE OR COMPAG7ED STRUCTURAL FiLl� PER SOlLS ENGWEER. REINFORCE SLAB WITH �5's C� 12" O.C. EA. DfRECTION, _ CE�JTERED IN SLAB. - } � 100'-Q ,- � T.O. SLAB � � -�-� 2 S2 9'- �„ L� • • � � � � � � � l� � i / � 1 S2 4r_��r� 2 ! � �1 A �� � I � � SCALE• 1 4" = 1'- p>, •' _ , PLAN NOTES 1. dQ NOT SCALE DRAWINGS. 2. {E) REFERS TO EXISTING CONSTRUCTION (- - - --- - - �, (N� REFERS TO NEW CaNSTRUCTION ( ) 3. ALI. DIMENSIONS TO BE VERI�IED IN FIE�Q DESIGN CRITERIA: PEzak Renovation JOB : 1205-14 Roof Live L.aad _____ _________�__._.____ _ 100 psf Roof Dead Load _____ 1_ ��` �i_ ~ _._ 15 psf Floor Live Load ____-----------------.°-----°;..`-�-_-��-_--_- _ 40 psf Floor Dead Laad _____________________________ ' 15 psf Wind (� Second Gust} -------------------------- �____ 90 mph (Exp. B} Seismic Design Categary ------------------------------- EXEMPT IBCfIRC Edition ------------------------------------ 2009 FOQTING SCNEDULE TYPE SIZE REIN�'ORCING A BIGFOOT SQNOTUBE 20 OR SiM. {2)-#5's VERT. � BfGF00T SONOTUBE 36 OR 51M. (2)-#5's VERT. . . ; �� „ � �_�_�_i_�_1_L_�_I_�._1_.�_�_�_1i1_________ " p L____ --� � I i�"___---__�________ I i ._ ._.. --__ .._ � � I � CONTACT ENGR, DURWG (-`i-' — �----- — — -- .�. ____ .____ � DEMQ TQ VERlFY BRG., i f � � ��� I i ( TYP. I ` �0 � ( � _____ `.�"" � � .�..._. _____ �.d _____ .�. � .� � �. / l I��... ._._ ..� � I I � f� i � ____ .____ ___. .�.. I I � �, / I I -, .�. _°° -- .�.. ` �� � r � I / ¢��—�-- ___. .� ____ — ---- _.. � � � ! � � / / 1 I f � i I! � � � E � � f�if " ,� r I i --- — --- ._.._ �. � r � 1 i � II � � i �--�-� .__._. ____ ___._ _._._. �.. ._._ ____ ____ _____ � � __., .� I I � i �i � 1 I t� 2 i r i i �-�-. ____. ____ .�..... ____. _____ ___.. ____ � � � � � s� i � I I i f ! ! � f �� � i � ____ .____ ____ __.__ ____ ____ � ____ ____ � ___. ____ ,� i m-�---- --�--- ---- ----- .._._ _____ � �__._ ____ __._ ____ _.__ u � � I �� � f �-�--- — -�--- �--- ----- ____. ___. � _._. � � � _____ � --- --- --�- ___._ I! — .�.� �` .� ---- __-_. ____ -- ____ — — ____ ___�_ }-�-�--I C��f-- ---� ---� --�-� --�- .---- ____ .� .�____ ..�... � � ____ ____ .— -}-�-� �---}..-- � ___�. ..__.. .�._ � ____.. ..,�._. �. E CaNTACT ENGR. DURING �--�.-. .--.�. ..�,._ ____ � =a I I DEMO TQ VERIFY BRG., i i �- —. ____ _____ .,� � _,._._, ____ ___._ -.,..,�.i TYP. I� �r--�- ____._ �. _.__. __._ ._.._. � � ..�. ____ _.._ ..� _____ �. ___. ____ � �---E-- � - � -- � u -- ____ .�-.._ _._ _._ ____. ._.�.. � � ____s .�.. � __._ ____ I 1 �______________________ _ -��- �. ___.__ � ..____ � - -r- _ � _ ___. ..._ _ _ ._ _._, .__ .___ _._ _ _ __ � I I !� �i 2 �� --�--. �.. �... _____ --�-- I-�- ----- ____ -- � � � I �11 s� �--- ---- _-_._ -- -�--- ____ -__I---I- --- _____ ..�.. ____ _.�__. � I � �i�... _ � i � ��� -_�.._.�__._..�__.._.w�...__.__.._.._ I---e. -.- --� ..� .__.. ____ CONTACT ENGR. DURING v` ` ` ._" `w � � �. .� � - - --�. - - - - �___. DEMO TO VERI�Y BRG, & �' � � { � �OADING C�NQITIONS. �' ( I �--'-- --- —� _d_.._ � , — � _r—� � �---! s � �--w --- ____ -- ____ — i � — — --.�— — °_°°° ° � I i ! ��� �� � � ____ ___._ � __._ � I...� ___..._._ �.._.... s� ��� � � `; I I -\ y ` � � � �--.... __a__ .� � .____ ____ _____ �� � ____ -____ ____. _. ._ � `� o � I__.... .�--\ \ --r—� �-- —�--- —�--� ___. — ___. --��- ___. �. .____. .� � i � � � i�-� � --•--- � ..� ca -. _. � � i� � � � � � � `�.�- ,�� � �-� i (z>=�X� o -� TRTD. CONTACT ENGR. DURING DECK DEMO TO OBSERVE EXS1"G. FDTN. FOR NEW FRAMiNG �. � 0 �___.�_____ (N) SLAB --�, �a�� B�Law '�� rl �-• t.i �oa'—o T.O. SLAB _ 2 S1 �� i ��, c.,� G AFPROX. L4CATION �R� 9'_6'° � � � � 5'4g,• OF EXSTG. PIERS �� � ''° �� �-� � -! _ � _.._ _.__ � ._ � v ` .iJ � � � � � - � �' ♦ -- .. I �`"''°��-�--APPRUX. LOCATEt�N I EXSTG. DECK , I (TO BE f�EMOVE[J AS ' � NEEDED) �� i �° I � � I � � I � 1 °��..,,._.L � � SIMPSON LUS210> .� ll TYP. , � ° . �: , � ` � � �' ' � ` � 4 �� � � � :� ; �• - - S�ALE. 1 4'} — 1'_p„ PLAN NOTES 1. POSTS BELQW {ORIGlNATING FROM TMIS LEVEL OR AB�JVE) ARE INDICATED: NON-Ct7NTINUOUS POSTS FR4M ABOVE OR CRlPPLE PQS7S ARE (NDICATED: I�I SING�E STUD 7RIMMERS THAT Da NOT REQUIRc gLOGKING BELOW ARE lNDICATED; � 2. ALL POSTS ARE LABELED AT THE TOP. 3. (E) REFERS TO EXISTlNG CONSTRUCTION {- - - - -- --. ), {N} �2EFERS TQ NEW CONSTRUCTlON ( }, 4, AC�L DEMENSIONS TO BE VERIFIED IN FIELD �':'���`� �T ���� 5. 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