The URL can be used to link to this page

Home My WebLink AboutB11-0503 Plans. � 0 11 � � x; �-', �, 15� �1�r � = 1 s 5 �1 � E p(Zoo c� a- s� C� O ��i N , �i � � � � � ; ; , �ASiE(Z �CORr�� C�� s� �� ,� STa R�GE � -� n � ____ ' r . � �.�� ; � � i �� .�� i�N��. �� Z Z � � � � � X � ��-�� n i � � oUr �� : . ��_r__� _-� _=z � _�. _° 5 . �r �� _ �_� \ . . , . M �O � +O � •�.. �� _��_rt_- i I �� r J I I I I z � �rr � ^ ��1� L� ,� �"� �- �—� r � - � 2 ----��--�,- —� �� / , ` w�., � � � � �4 � : J �`�� ' \C�`j� \ � � ��3(�`��EhU .�_ � �'�___— 3 -��y�----�-�_____ 3 _�3�� , a_7 � f -_ -- � ?� v o S� �-S} F 1 o c.�� << P �� ` -� I � ^ � 0 0 q - �1 ___ -�., 1 V� i3Z �I� � � �o" Ti�El�D - - � � 5 _ `,�� ----fi-7 3.`� - O � lr� , � i � ---�--_ ', � �_o t�--- ' ------- �. � 0 2.$ ��t---� � I � �� s o � i� 1 � i� � , ----- _--- 33` �_____� __ --- �.-p __. - \ 1 � i ry �"�'i �'�7 �.i :� .��1��`r�,l!�� F� ��° r��,��iG� `_� �� a — G L �- -Lt --�� L� _ __ �; , ,�� S .�+��.. �. ...� ---- �._r. � __._____ .�_._.____�..t ��-__ -_- -__ ! x; 5�-�,r, 15� F�ov� � 0 � DEC 0� 2011 '",�,a � �__, �— c° i �.� � �. � . m., . .. : � , < < � , �-� � � 6 � � _,� __ ____, \1 ---�� f--- �-1 � ---� � �=d Flr�o� ��P�sed �� 5-� z °� - �( ' , ��2 _�'�-r.-----3 - � � � @ $��g � `,° ��.� N 13 R ' I � �° S � I �.��+�-, -�3' �y-----� � � 0 � � , O � T ,�, x � i�`:�� s �� _ - REVl��ilE� ��j��' ��.�� _t,: o } �OMP� I�N��_ s � L�2t—cl ;' Date° .�..t„�� _ . . � v.._ ._ -_ � _ �ye - - � . _� � _ __. ` y # �..y ,. � _._:-_=- .__._.__:- � __ >,�t"'s� 14� ----� _.�� . ��_.._ __ _ , I� l i �� I �`t��;% L� I�—, i s DEC 06 2011 . � � �ioc�r `� E � x � 5�" � Yl� T;..�, e, �- � .� s � �. � � GENERAL NOTES: 5187 BLACK GORE DR #3 REMODE� JOB# 0112-11 DESIGN CRITERI4 FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF BASIC WIND SPEED (3SEC GUS�: 90 MPH WIND IXPOSURE: B SEISMIC DESIGN CATEGORY: � I6C EDITION: 20� FOUNDATION DESIGN: 1. DESIGNOFfOOTING5158A5E�ONANASSUMED MAXIMUMALLOWABLE BEARINGPRESSUREOF �500 PSF. 2. RETNNING WALLS HAVE BEEN DESIGNED USING AN ASSUMED LATERAL PRESSURE OF 60 PCF FOR THE "AT REST' EARTH PRESSUaE CONDIl10N AND 40 PCF FOR THE "ACTIVE" EARTH PRESSURE CONDITION. 3. FOOTINGS SHALL BE PLACED BELOW FROST DEP7H ON UNDISTURBED SOIL OR ON STRUC7U RAL FILL COMPACTED AS REQUIFED BY lHE GEOTECHNICAL ENGINEER. 4. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOiECHNICAL ENGINEER RECOMMENDATIONS. REINFORCED CONCREfE: 1. CONCRETE DESIGN IS BASED ON THE MOSTCURREM PUBLICAiIONOF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). 2. STRUCTURAL CONCRETE SHALL HAVE AMINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. CONCREfE SHALL BE PROPORT�ONED USING NPE I-II SULFATE FESISTANT CcMENT. DO NOT USE ADMIXTURES COMAINING CHLORIDE SALTS. 4. FORCOLDWEATHERCONCRETINGPROCEDURESREFERTOTHE"ACIMANUAL OF CONCRElE PR4CTICE.° 5. EXPANSIONANCHORSSHALLBELOCATEDNOLESSTrIAN6BOLTDIAN�EfERS FROM CONCRETE EDGES AND SPACED AT NO LESS71iAN 12 BOLTDIAMEfERS U�LESS NOlED OTHERWISE. 6. CONCRETEFLOORSLABSONGRADESHALLHAVESANMOftT00LED CONTROL JOIMS AT A MAXIMUM SPACING OF �2 FEET IN FACH DIFECl10N. IF POSSI BLE, LOCATE CODfiROL JOINTS ALONG COW MN GRIDLINES. 7. CONCRETECOVERAGE FOR REINFORCINGSTEEL(ACI31&95): . CONCRETECASTAGAINSTANDPERMANENTLYEXPOSEDTOEARlH: 3" . CONCRETE EXPOSED TO EARiI-I OR WEATHER: 2 . #6BARTHROUGH #180AR: � ��r #5 BAR, W31 OR D31 WIRE, AND SMALLER: . CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WIlH GROUND: . a. SLABS, WALLS AND JOISTS (#11 BAR AND SMALLER): 1 1/2' , #14 AND NO 19 BARS: 3�4, , #11 BAR AND SMALLER: b. BEAMS AND COWMNS: , PRIMARYREINFORCEMENT,TIES,STIRRUPS,SPIRALS: it/2 REINFORCING STEEL: L EXCEPTWHEREOTHERWISENOTED,REWFORCING&4RSSHALL6EGRADEfiO EXCEPTTIES, FIELD 9ENT BARS AND BARSTO BE WELDED NhiICH MAY BE GRADE 40. ALLREWFORCINGBARSSHALLCONFOFMTOASTMSPEC. 2. FOR BARS #9 AND SMALLER, LAP BARS 36 DIAViETERSATSPLICE5IN CONCRETE. DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS APPROVED BY ENGWEER. 3. HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS ATCORNERS. PROVIDE(2)-#50ARSEXTENDINGAMIN�MUMOF2FEEfBEYOND EDGE OF ALL OPENINGS OR STEPS. 4. EXTENDREINFORCINGSTEELAMINIMUMOF2FEEfiHROUGHCOLDJOIMS. COORDINATE ALL COLD JOINT LOCATIONS WIlH ENGWEER. 5. WELDEDWIREFABRICSHALLCONFORMTOASTMSPEC.A-185.IAPWELDED WIRE FABRIC A MINIMUM OF N10 FULL MESH GRIDS. STRUCTURAL WOOD FRAMING: 1. EXCEPTWHERENOTEDOTHERWISE,ALL2"NOMIW�LLUMBEREXCEPTSTUDS SHALL BE DOUGIAS FIR-LARCH #2 AND BETiER. ALLSOLIDTIMBER POSiSAND BEAMS 3° NOMINAL AND WIDER SHALL 9E DOUGLAS FIR-L4.9CH #2 UNLESS NOTE� OTHERWISE ON PLAN. 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. 3. BOT�OM PIATES IN CONTACT WITH CONCRETE SHALLBE PRESSURETAEATED LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL. 4. BLOCKIN6 WITHIN FLOOR JOIST SPACES BENEA7H POSTS NOTEDON PLAN SHALL BE OF EQUIVALENT AREA OF THE COLLIMN ABOVE. SINGLE SlUD TRIMMERS DO NOT REQUI RE ADDITIONAL BLOCKING IN THE FLOOR. 5. BOLTSUSEDWFRAMINGCONNEC110NSSHALLBEINSTALLEDWITH STANDARD WASHERS AND NUiS. 6. REFER TO THE 2DD9 IRC TABIE R602.3(1) OR 20091BC TABLE 2304.9.1 FOR MINIMUMFASTENINGSCHEDULE. ACOPYOFTHISTABLECANBEPROVIDED UPON REQUcST. AS STATED IN SECTION 2304.9SOFlHE2J091BC SECiION 2304.9.5: FASTENERS IN CONTACT WIiH PRESERVAi1VE-lAEATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COAlED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENINGS fOR WOOD FOUNDATIONS SFiA�L BE AS REQUI�iED IN AF&PA PWF. 7. UNLESSNOTEDOTHERWISE,STEELCONNECTORSSHALLBEUSEDTOJOIN RAFTERS,JOISTS AND BEAMS SUCH AS SIMPSON STRGNG-nE CONNECTORS OR EQUIVALENT. CONNETORS THAT ARE USED W EXTERIOR APPLICAl10NSAND IN A�ND WEIGHTS IN ACCORDANCE WITH T�HET�ROEA7ED W00 OF�CONN TORS MANUFACTURERS' RECOMMENDAl70NS OR IN ACCORDANCETO IBC SECTION 2304.9.5.1. 8. FLOORSHEATHING: PP.OVIDE314"THICKAPARATED�TURDIFLOORRATEDAT 24" ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR CONSTRUCTION. GWEANDNAI�PANELSTOALLSUPPOFTS: SdNAILSATGAT PANEL EDGES AND Bd NAILS AT 12° AT IMEF?MEDIATE SUPPORTS. INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULARTOJOISTS AND STAGGER JOINTS. GENERAL P,EQUIREMEMS: 1. CHECKALLDIMENSIONSAGAINSTARCHiTEC11JRALDFAWWGSPRIORTO CONSTRUCTION. DO NOT SCALE DRAIMNGS. COMACT ENGINEER IF DISCREPANGES IN DIMENSIONS ARE DISCOVEaED. 2. THE STRUCIURAL DRAWINGS DESCRIBE T}iE COMPLETED STRUCTURE. THESE ORAWINGS HAVE BEEN PREPARED FOR THE USE OF A OUALIFlED CONTRACTOR WITrI EXPERIENCE INTHE CONSTRUCTION SYSTEMS AND TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORWG AND 6RACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO ACHIEVE THE FlNAL COMPLETED STRUCTURE. Tr1E SEQUENCE OF CONSTRUCTION IS THE RESPONSIBILIN OFT-IE COMRACTOR. CONSULTVJiTH THE ENGINEE� FOR SHORING DESIGN AND RECOMMENCATIONS (NOT IN CONTRAC�. 3. THECONTRACTORISRESPONSIBLEFORlH�MEANS,METHOCSSEQUENCES ANDPROCEDURESFORCONSTRUCTIONOFTHISPROJECT. NOTIFY STRUCTUR4L ENGWEER Of ERRORS OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS IMMECIATELY. DO NOT PROCEED UM1L ERRORS OR OMISSIONS ARE RESOLVED. COOFDINATE REQUIREMENTS FOR ALL PENETRATIONS THROUGH STRUCILIRAL MEMBERS WI71-I STRUC7URAL ENGMEER. JOBSIIE SAFEN IS THE SOLc RESPONSIBILIiY OF THE COMRACTOR. 4. OBSEPVA710N VISITS BYTHE STRUCTUrlAL ENGINEER AFE FOR DETERMINATION OF GENERAL COMPLIANCE WITriTrIE CONSTAUCl10N DOCUMENTS. THISOBSERVATIONVISITISNOTANINSPECTION. TriE CONTRACTOR SHALL CONTACT THE ENG W EER ATTHE APPROPRIATE T1ME TO SCHEDULE TriIS VISIT. 5. SUBMITSHOPDRAWINGSTOENGINEERFORSTRUCNRALSTEELFORREVIEW PRIOR TO FABRICATION OR CONSTRUCTION. 7HE ARCHITECTAND/OR CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUAMITIES. THIS REVIEW IS FOR GENERAL COViPLIANCE Wlil-ITHE INTEM�OFTHE STAUC7l1R4L DRAWINGS. 6. IF NEW CONSTRUCTION ADJOINS AN IXISl1NG STAUCTURE,lHE CONTAACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, ELEVAl10NS hND ALL IXISTING CONDI110NS. UNDERPINNING AND SHORING OF EXISTING STRUCTURES SHALL BE i`i E RESPONSIBI LITY OF THE COMRACTOR. CONSULT WITH 7HE ENGINEER FOR SHORWG DESIGN AND RECOMMENDA710NS (NOT IN COMRAC�. 7. NMILE EVERY EFFORT IS MADE TO PROVIDEACOMPLEiE ANDACCURATE SEf OF CONSTRUCTION DOCUMENTS, EFRORS OR OMISSIONS NJ+Y OCCUR. RELFASE OF 7HESE DRAWINGS AMICIPATES CONPNUED COOPERATION AND COMMUNICATION BETWEEN THE CONTftACTOR,ARCHITECTAND ENGMEERTO PROVIDE THE BEST POSSIBLE SiFiUC�fURE. ABBREVIATIONS LIST A.B. ADJ. ALT. ARCH. BD. BLKG. BM. BM. PKT. BRG. CANT. CLR. CMU COL. CONC. CONT. C.P. DWL. EA. EQ. EXP. EXSTG. F.D. FTG. G.L. HDR. HORIZ. INFO. JSTS. K.S. LLV LONGIT. L1Wf. LVL MANF. O.C. �. REF. REINF. SCHED. S.I.P. STL. T.B. T&G TO TOF TOW TRANSV TRTD. TS TYP. VERT, VIF W.P. W/ ANCHOR BOLT ADJACENT ALTERNATE ARCHITECT BOARD BLOCKING BEAM BEAM POCKET BEARfNG CANTILEVER CLEAR CONCRETE MASONRY UNIT COLUMN CONCREfE CONTINUOUS CRIPPLE POS7 DOWEL EACH EQUAL EXPANSION EXISTING FLOOR DRAIN FOOTING GLUED LAMINATED HEADER HORIZONTAL INFORMATION JOISTS KING STUD LONG LEG VERTICAL LONGITUDINAL LIGHTWEIGHT LAMINATED VENEER LUMBER MANUFACTURER ON CENTER PLATE REFERENCE REINFORCING SCHEDULE STRUCTURALINSULATED PANEL STEEL THROUGH BOLT TONGUE & GROOVE TOP OF TOP OF FOOTING TOP OF WALL TRANSVERSE TREATED TUBE STEEL TYPICAL VERTICAL VERIFY IN FIELD WATERPROOF WITH CRAWLSPACE REINF. STL. PER PLAN TRTD. (2)-2x4 POST NEW CONC. • o• FTG. PER PLAN 0 '°' O � �J � T EQ. EQ. � U 2�-�n M iHs�s � � F( w r z. �s= / ^��a�°e� >ION q�-� s.�. V V �. ».,. ,. : . . . � :gt4�.,..��1 �� (.L�u� i� __� .�_� - _ _ _._�� : G �j �� .. ��?� = 1'-0 �t (D N � m O U OZ �O Q O I� O M I� M � � 0 0 rnrn _ � � � C �i�lpll�lll�ll�I�i�ll�ll i;�� ( .i ,i�ll i '; � �-! � " a x3 � �'',1 I� l�� y I, ;.: �G� � C O 7 I�u� 0 �� Z C �� ' � �' �j ill I�llli��illliVi�l z C� � � � � � � � Wm � L.L Q � Q � � � O U � � O J U m � J C� Q r � � PROJECT; 0112-11 DRAWN BY; TFA REVIEWED BY ; JPL �ATE: 12.05.2011 REVISIONS; G EN ERAL NOTES & DETAIL S1 VERIFY NEW CONC. SPREAD FTG.- LOCATION W/ STAIR RISE/RUN TO CENTER UNDER NEW POST FROM ABOVE — _ _, — � — � — —_ _ _ �� ____ � l � I INDICATES EXSTG. � /��I� CONC. FNDTN. —_ �� I I WALL, TYP. � � ti} �p• I INDICATES EXSTG. � e' �-�- � CRAWLSPACE �C I� �I ACCESS — — — � � � � INDICATES NEW — CONC. SPREAD FTG. S1 —�i I INDICATES EXSTG. 2'-0 x 2'-0 x 0'-10" CONC. FTG., TYP. THICK W/ (3)-#5's x 5'-11" (VIF) � � 1'-6 EA. WAY _ � I -- - - -- - - L _ - - - -. - I I I � INDICATES EXSTG. � I L_ CONC. FTG., TYP. — — — — � — —� , ;,� y��%';�,'i%;�;; i, .�7'%',�!'� %'i%%%:%%�%'%�%v%%%-�_- ._-� ATES EXSTG. �I I I INDIC �� 2x10 JOIST, TYP. ------- I i I I I _ — — — — — — — — �I� e��e�� _ � � �� . �, �;� { . � ' �� : ci ��:: I t- � � ' � . _ _ _.__ ,...��___. ;�a = �v f MAIN FLOOR F RAMING & FOUNDATION PLAN SCALE: 1/4��-1�-0 PLAN NOTES: 1. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" 2. NEW POSTS CONTINUOUS BELOW ARE INDICATED: � NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 3. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED: �;; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: [� 4, Q INDICATES CONNECTION TYPE. REFERE�IST NG CONSTRUCTION INDICATED (— —). 5. NEW CONSTRUCTION INDICATED ( ), 6. EXSTG. BEARING WALLS ARE INDICATED: L';j 7. DO NOT SCALE DRAWINGS. VIF ALL DIMENSIONS. �_a �i � - _ DEG 0� 2011 � r � � I I I II INDICATES EXSTG.�\I I I 2x10 JOIST, IYP. I I I INDICATES EXSTG. I BM., IYP. I I I I � I I — — — —� I I �� I I I IIII ti I� I I II� � � � . .. ,... .. ,. , � il��lllll IIIIIII I I I I I I I I I I INDICATES EXSTG. EXTERIOR WALL, TYP. INDICATES NEW NON-BEARING WALLS @ MAIN LEVEL INDICATES EXSTG. POST, TYP. INDICATES EXSTG. HDR., TYP. � �i 1 I ', I�, i I ; i� I I I li ..... e �_F,� Z �S'�� .• �_•....••P! __ , ;�� "� ; � � �== a � �y :_ �, ��ib... — ' � �.a .:,>�;�a�� ..•��a., �-- r:� �� _ Z � �� _:�` _ __._.� � � U P P E R F LOO R F RAM I N G P LAN SCALE: 1/4�� -��-o -- -� PLAN NOTES: ' ` 1. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" 2. NEW POSTS CONTINUOUS BELOW ARE INDICATED: � NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 3. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED:;�; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: �] 4, Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 5. NEW CONSTRUCTION INDICATED ( ), EXISTING CONSTRUCTION INDICATED (— —). 6. EXSTG. BEARING WALLS ARE INDICATED: L%%;1 7. DO NOT SCALE DRAWINGS. DEC 06 2011 �� o 6� N � � N � X � � m V Oz na O Q C o r� o r� � M 1� M � � rn 6�'> 00 rnrn _� �� c 0 � �. ,��z , . � ,� � , �'� II� I �II�� z � � � � � � � W 0 � � � Q � � � Q U -� go m �J �Q r � � PROJECT: 0112-11 DRAWN BY; TFA REVIEWED BY ; JPL DATE: 12,05.2011 REVISIONS: UPPER FLOOR FRAMING PLAN S3