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RM-2014-18b OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408)777-3308• FAX(408)777-3333•planninq(a�cupertino.orq September 19, 2014 MAK Design Group Attn: Mark Bayog 2875 Fairfax Ct San Jose, Ca. 95148 SUBJECT: MINOR RESIDENTIAL PERMIT ACTTON LETTER—Application RM-2014-18: This letter confirms the decision of the Director of Community Development, given on September 19, 2014, approving a Minor Residential Permit to allow a portion of an 8' long extension of a non- conforming wall line, located at 1479 Poppy Way,with the following conditions: 1. APPROVED PROTECT This approval is based on a plan set entitled, "Architectural Drawings of Vadhia Residence, Mr. and Mrs. Vhadia, 1479 Poppy Way, Cupertino, Ca" consisting of twenty three sheets labeled "Titel, GN, SP, A-1 to A9.3, S-1, S-2, FD-1, LD-1 and WD-1", dated "Received August 26, 2014", except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PRO�ECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project• for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 5. RESTRICTION ON FUTURE EXTENSIONS OF LEGAL NON-CONFORMING WALL LINES. Per the R1 Ordinance,no future extensions of legal non-conforming wall lines within the required side yard setbacks are permitted for the life of the house. The property owner shall record a covenant on this property to inform future property owners of the restriction against the future extension of non-conforming wall lines. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. Minor Residential Permit Action Letter Page 2 RM-2014-18 6. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 7. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indexnnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 8. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year, it shall expire on September 19, 2015. Staff has made all the findings that are required for approval a Minor Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140 (A). Also, please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens,you will be notified of a public hearing,which will be scheduled before the Planning Commission. Sincerely, , ` . i� �-; Kaitie Groeneweg Assistant Planner City of Cupertino Enclosures: Approved Plan Set CC:Jitesh ar Manisha Vadhia,1479 Poppy Way,Cupertino Ca.95014 ARCHITECTURAL DRAWINGS OF MR. AND MRS. VHADIA 1479 POPPY WAY CUPERTINO, CA PREPARED BY: ' M�KDESIGNGroup, LLC ARCHITECTURAL DESIGN,STRUCTURAL,INTERIOR DESIGN,RENDERING 8 DRAFTING ]!ib FAPFNf CT. TEL NO.�0l.10S.13R 8W JOi6EGY6iY W�KDEBIWI(iq011PI.LCQGIMILCOM � 44'-I I' 2044 SF ,�i ��I��i1G°��M .��. � ��i �:��I1��$IO�r� �9��/��/ � Approva� aat�� 9-�� • Slg�atur� ;Case Manager? �� 4 3�-2" 26'-'i" 6'-10"-^� I �t h �----26'-i" ----�--b'-10"--I 3,_�. 68q 5� FLOOR AR�A IST PLOOR: A+B+G = 2,044 SQ.FT. 2ND FLOOR: D+E+F = 689 SQ.FT. IST FLOOR+2ND FLOOR: = 2,?33 SQ.PT. RECE��,� Au� 2 s ?0�4 BY SGOP� O� WORK -ADDITION OF 521 SQ.FT. SECAND LEVEL BATHROOM REMODEL -AREA OF REMODEL A.FIRST FLOOR=928 scift H.2ND FLOOR=128 sqft 51 TE I NFORM?�T I ON SETBAGKS FIRST LEVEL FRONT LEFT RI GHT REAR SEGOND LEVEL FRONT LEFT RI6HT REAR �LOOR �i��,4 REQUIR�D(�T.) 20'-O" 5'-O"MINIMUM, IS'-0"GOMBINED 5'-O"MINIMUM, IS'-O"GONBINED 20'-O" 25'-O" 10'-O"MINIMUM, �5'-0"GOMBINED 10'-0"MINIMUM, 25'-O"GOMBINED 25'-O" FROf'05ED(�T.) (P)23'-9" (E)5'-O" (E)5'-I" 34'_b" BR�AKDOWN EXISTING PROPOSED FIRST LEVEL 1,143 SQ.FT. 5pp 5�t,F7' SEGOND LEVEL 684 54.FT. 6ARAGE 401 SQ.FT. PORGH 13?SQ.FT. 33 SQ.FT. TOTAL LOT GO�ERAGE ?�RE� BR�AKDOWN BUILDING FOOT PRINT PORGH ROOF OVERHANG TOTAL SUMMARY TOTAL FLOOR AREA PROPOSED (HABITABLE+GARAGEJ ALLOWABLE FLDOR AREA MAX.FAR AGTUAL FAR (F�38'-O" (E)5'-O" (F�18'-i" (E)42'-i" TOT,4L 1,643 SQ.FT. bH9 SG2.FT. 401 SQ.FT. 2,'i33 SQ.FT, 2,Y33/6,120 x ioo=aa% PROPOSED 2p44 SQ.FT. 33.00 SQ.FT. 224.00 SQ.FT. 2,301.00 SQ.FT. 2,'i33.00 SQ.FT. 2,"f56.00 SQ.FT. 45% 4hAi GODE GOMPLIANGE� THE GODES APPLIGABLE TO THIS PROJEGT ARE: GALIFORNIA FIRE GODE 2013 EDITIDN �242013 G,4LIFORNIA HUILDIN6 GODE 2013 EDITION �23-2013 GALIFORNIA RESIDENTIAL CADE 2013 EDITION M23-2013 GALIFORNIA MEG+iANIGAL GODE 2013 EDITION �23-�013 GALIFORNIA PLUMBIN6 GODE 2013 EDITION �23-2013 GALIFORNIA ELEGTRIG GODE 2013 EDITION #23-2013 PNER6Y EFFIUENGY STANDARDS 2013 EDITION(TITLE�4) ALONG WITH ANY OTHER APPLIGABLE LOGAL AND STATE LAWS AND REGULAT�ONS. I NDEX ,4RGH I T�GTUR�L STRUGTUR,4L GS CAVER SHEET 51 FOUNDATION PLAN GN GENERAL NOTES 52 ROOF FRAMING PLAN FDI �OUNDATIDN DETAILS SP SITE PLAN WDI WOOD DETAILS AI.O EXISTING/DEMOLITIOhI PLAN LDI LATERAL DETAILS A2.0 PROPOSED FLOOR PLAN T24 ENERGY GALGULATION A9.0 EXISTING ELEVATIONS A4.0 PROPOSED ELEVATIONS GONSULT�NTS A4.1 PROPOSED ELEYATIONS A5.0 SEGTIONS/PARTIAL VIEiNS OF NEIGHBORIN ��"�5 DESI6NER: A6.0 RDOF PLAN MAK Design Group A7.0 REFLEGTED GEILING d ELEGTRIGAL PLAN MARK NEIL BAYOG 28'f5 FAIRFAX GT. A8.0 DOOR d WINDOW SGHEDULE 5AN JOSE,GA 95148 makarch Itec ture�yahoo.com A9.0 ARGHITEGTURAI_DETAILS A9.1 ARGHITEG?URAL DETAILS STRIJGTURAL ENGINEER ALL-STRUGNRAL A4.2 ARGHITEGIIJRAL DET,41L5 GEOf2GE DIGU 14503 BERGAW LN.SAN JOSE G� A4.3 ARGHITEGTURAL DETAILS 40b.496.0430 AIO GALGf2EEN GHEGiGLIST SL9 SEGTION OR DETAIL SEGTION OR FDI N�B� � FI FVATION NUMSER SHEET NUMBER p`� SHEET NUMBER '°` PLAN NUMBER Oj DOOR NUMBER �g ELEVATION NUMBER '�` SHEET NUMBER G A O WINDOW TYPE GRID NUMBER i�i�OJ�GT IN�ORMATION APN 366-I5-025 ADDRE55 1419 POPPY WAY, GUPERTINO,GA EXISTING USE SINGLE FAMILY RESIDENTIAL ZONING DISTRIGT RI-b TYPE OF GONSTRUGTION NET LOT SIZE 6,120 SQ.FT./0.14 AGRES �%1�D�G�AY€Q36E�� ,—— — — �'1Q`�.PT. OGGJPANGY 6ROUP I R3-U A6E OF EXISTIN6 STRUGTURE ( 1464 SPRINKLER NOT REGMJIRED �IGINITY MAfi� ...�.. .. ...... .�.�.... _..... ..... ....... ...�....�. 386 15 .��$ ;A.MFS�TYM'� , 1.,.__oa----; srrE � I ,�' r�i'' o I�.l e:n..�y.. .-- ,. _��... -ewnei ..._. 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AMERIGAN INSTIME OP py,�, ELEGTRIGAL ENGINEPRS A.I.S.G. AMERIGAN INSTINI'E OF E STEEL CANSTRUGTION PENNY(NAILS) DOUBLE DIRPGT GURRENT SEE AG. DE6REE DEPARTMENT DETAIL DRINKIN6 FOUNTAIN, DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DISPENSER DIVISION DROP MAN HOLE DOWN DOOR OPENING DOOR,DRAIN DOWNSPOUT DRY STAND PIPE DISHWASHER DRAWING DRAWER I.E.S. I.D. IMP6. IN. I NGL. I NG. I NFO. INL INSUL I NT. ISOL I.G1N. I.H.W. INV. .lAN. J.B. JGT. .15T. JT. AI.51 AMERIGAN IRON d E. EAST ^ STEPL INSTI'TU'I'E EA. EAGH KD. ,a,LT, ,e,��ryq� EA.P. EXPOSED AGGREGATE PAVIN6C�T. ALUM. ALUh11NUM E.F. EAGN FAGE K.O. qpqp, q�tp�aF EL. ELEVATION K,yr, ANOD. ANODIZED �G. ELEGTRIGAL APPROX. APPROXIMATE ELEV. ELEVATOR � ARGH. ARGHITEGT/ARGHITEGiVRAL E.M.R. EL�/ATOR MAGHINE ROOM ASB. ASBESTOS ENAM. ENAMEL L. ASGE AMERIGAN SOGIETY OF ENGL. ENGLOSURE LA. 1-�ATIN6,REFRI6ERATING �GR. EN6INEER �a• E AIR GONDITIONIN6 E.P. ELEGTRIGAL PANEL LA6. ENGINEERS EQ. EQUAL LAV. ASME AMERIGAN SOGIETf OF EQUIP. EQUIPMENT ��"�• MEGHANIGAL EN6INEERS ETG. AND 50 FORTH �-'4T• ASPH ASPHA�T EX.OR(F� EXISTING L8• ASR AUTOMATIG SPRINKLER EXH. EXHAUST L.G. RISER EXPO. EXPOSED LF ASSOG. ASSOGIATION E�� EXPANSION L6. A� AGGOUSTIG TILE EXPOSED EXT. EXTER�OR LIN. bRiD E.W. EAGH NlAY L.f'. AVE AVERA6E E1"l.G. ELEGTRIG WATER CAOLER LT. ENI.M. ELEGTRIG V�LDED MESFi �� E.V.G. END OF VERTIGAL GURVE LTYr.G. B t B BD. SIT. BLD6. BLK SLK6. SM. BM. BOT. HR6. SRON. S5. sTM. BTV B.V.G. B.W. HURLAPPED d BALLED F �'°`� FA. BI�VMINOUS Fp�. BUILDING FB. BLOGK FD BLOGKING �N BEAM F.E. BENGH MARK F.E.G. HOTTOM F.F. SPARIN6 F.G. B�� F.H.G. BOTH SIDED F.H. � FFIVVS BRITISH THERMAL UNIT FIN. BE6INNIN6 OF VERTIGAL GURVEFL. HOTH WAYS FL.LT. G FLR F.P. GAB. GABINET F.OB. GAL. GALIPER FA.G. GAR GARPET F.O.F. G.B. GATGH SASIN F.O.6. G81 GATGFI BASIN INVERT F.O.M. GEM. GEMENT F.O.S. GER. GERAMIG F.O.W. GF. GU61G FEET FPRF. G.F.M. GUBIG FEET PER MIWITE F.R. G.FS. GUBIG FEET PER SEGOND FT. GHWS(W GHILLED WATER�-.�t1PPLY FT6. (RE�11RN) FURR. G.I. GAST IRON FUT. G.I.P. GAST IRON PIPE GIR GIRGULAR 6 GL. GENTER LINE OR GHAIN - LINK(FENGEJ GLb. GEILIN6 GLO GLO°..,ET GLR GLEAR G.MU. GONGRETE MASONRY UNIT G.M.P. GORRUbATED METAL Plt'E GNTR GOUNTER CA. GOMPAPIY GO GLEAN-01J1' GOL. GOLUMN CANB. GOF�INATION GOMP. GOMPOSITION GONG. GONGRETE GONN. GONNEGTION CANST. CANSTRUGTION CANTR. CANTRAGTOR C.ONT. GOMTIWOIY GOR' CARNER H GORT'. GORPORATION GORR. GORRIDOR GRR GORRU6ATE G/5 GR055 SLOPE GTSK CAUNTERSINK G.W. GOLD WATER G.WS.(W CANDENSER WATER SUPPLY (RE111RN) GU GUBIG G.Y. GUBIG YARD FRESH AIR FIRE ALARM M FABRIGATE FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTIN6UISHER FIRE EXTIN6UISFIER GABINET FINISH FLOOR FINISH 6RADE FIRE HOSE GABINET FIRE HYDRANT FLAT F�AD WOOD SGREW FINISH FLOW LINE FLOUZESGENT LIGHT FLOOR FIRE PROTEGTION FAGE OF BLOGK FAGE OF GONGRETE FAGE OF FINISH FAGE OF 6LAZIN6 FAGE OF MASONRY FAGE OF 57UD FAGE OF WALL N FIREPRDOF FLOOR SINK FEET FOOTIN6 FURRIPIb FlJrURE 6A. 6AU6E 6AL. 6ALLON 6ALV. 6ALVANIZP 6B. 6RAB SAR 6.G. GENERAL GONTRAGTOR 6.D. 6ARBAGE DISP05AL 6.1. 6ALVAN�ZED IRON 6L. 6LA55 6LU-LAM 6LU-LAMINATED 61B. 6W-LAMINATED BEAM 6ND. 6ROUNp 6.P.H. 6ALLONS PER HOUR b.P.M. 6ALL.ONS PER MINUTE 6.RAIL 6UARD RAIL 6.V. 6A5 VALVE 6YP. 6YPSUM BOARD HS. H.G. HD. HDR. HT. H.M. HORIZ. HP H.P. HR. H.RAIL HDWR. HT6. H.VA.G. 1iW H.W. HWY HYD. Hz HOSE BIBB HOLLOW GORE F�AD HEADER i�I6HT HOLLOW METAL HORIZONTAL I�ORSEPOV�R HI6H POINT �id� HANDRAIL HARDWARE F�ATIN6 F�ATIN6,VENTILATIN6 l AIR GONDITIONIN6 HEAD WAL..L HOTiNATER HIGHWAY HYDRAULIG,HYDRANT F�RTZ M MAS. MATL. P11AX. MB. h�EGF l. MENB. MET. MFR. M.H. M.I. MIN. MIR. MISG. M.O. MOD. MON. M.S. MTD. r'A1L. N. NAT. NB.S. NEG. NEMA N.6. N.I.G. NO. NOM. N.T.S. N5. OA. OA.I. OBS. O.G. OD. O.F. OFL O.FS. OFF. O.H. OPNG. OPP. ORI6. O.TA. OVHD. P T PA. PUBLIG ADDRE55 ILLUMINATING ENGINEERS SOGIETY TAN6. INSIDE DIAMETER PG PIEGE T� IMPREGNATE P.G.P. PORDU�GONGRETE PIPE T<8 INGH P G<E PAGIFIG GAS d ELEGTRIG T.G. INGLUDES PG. PAGE P.H. PANIG HARDWARE INGORPORATED T.G.P. INFORMATION PL. PLATE TF INLET PL. PROPERTY LINE �. INSULATION �'•�M. PLASTIG LAMINATE �� PLAS. PLASTER INTERIOR PLMSG. PLUMBING �M�' ISOLATION,ISOLATOR pLY. PLYWOOD �R' INDUSTRIAL GOLD WATER P M PRESSED METAL T d G INDUSTRIAL HOT WATER TH. PNL. PANEL INVERT P.O.G. POINT OF GONNEGTION ��' POL POLISFfED TM� PORG. PORGELAIN TOL. JANITOR P.P. POY�R POLE TP JUNGTION BOX � PAIR PRGT. PREGAST T.P.H. JUNGTION pREFAB. PREFASRIGATED JOIST p5F POUNDS PER SQUARE FOOT T,PL. JOINT P51 POUNDS PER SGZUARE INGH �A�F' P.T. PRESSURE 7REATED �D' PT. POINT T.S. P.T.D. PAPER TONlEL DISPENSER T.V. KILN DRIED P.TD./R GOMBINATION PAPER T�„� KITGFIPN TOV�L DISPENSER/ TMP KNOGK OUT REGEPTAGLE KILOWA7T �'�1. PARTITION � P.T.R PAPER TOWEL REGEPTAGLE PVG POLYVINYLGHLORIDE U.B.G. P.V.T. POINT OF VERTIGAL TANGENT �'D• LEN6TH OF GURVE UL. LANDSGAPE ARGHITEGT LABORATORY LAG SGFZEW LAVATORY LAMINATE LATERAL POUND LANDSGAPE CANTRAGTOR LIhIEAR PEET LAN6 LINEAR LOW POINT LI6HT LAINER LI6HT WEIGHT GONGRETE METER MASONRY MATERIAL MAX�MAJM MAGHINE BOLT MEGHANIGAL M�MBRANE METAL MANIFAG�IJRER MANHOLE MALLEABLE IRON MINIMUM,MINUTE MIRROR MISGELLANEOUS MltSONRY OPENING MOI7ULE MOWMENT MAC.I-IINE SGRPW MOUNTED MULLION �ottrH NP.TURAL NATIONAL HUREAU OF STANDARD� NATIONAL ELEGTRIGAL GODE NAT�ONAL ELEGTRIGAL MANIFAGTVRER'S ASSOG. NATIIRAL 6RADE NOT IN GONTRAGT NJMBER NOMINAL NOT TO SGALE NO SGAL.E TANGENT TON�L BAR TOP AND BOTTOM TOP OF GURB,TOP OF GOUNTER TERRA GOTfA PIPE TAPERED END TELEPHONE l'EMPERAl1JRE TEMPERED TERRAZZO TONGUE AND 6RDOVE THRESHOLD THERMOSTAT TkIGK,THIGKNE55 THROUGH TOLERANGE TOP OF PARAPET,TELE- PHONE POLE,TOP OF PAVEMENT TOILET PAPER HOLDER TOP OF PLATE TRANSFORMER TREAD TOP OF SLAS,TOP OF SLOPE,TOP OF STEEL TELEVISION TOP OF NIALL TfPIGAL UNIFORM BUILDING CADE UNDER DRAIN UNDPRWRITER'S LASOR- ATORIES,ING. UNF. UNFINISHED U.O.N. UNLE55 OTHERINISE NOTED Q U.5.65. U.S.bEOLObIGAL SURVEY QT. QUART �• ��- Q.T. GZUARRY TILE R RAD. R.G.P. R.D. R.E. REGPT. REF. REFR. REINF. REQD. RESIL. RF. R6TR. RH. REL.I�JM. RE'V. RM. RO. RO YV. RP.M. R.R R.V. RYrD. RYVL. 5. SAN. S.G. SGHED. S.D. SEGT. SEIS. 5F SH. SHR. SHT. SHT6. 5.1. SIM. S.J. ��-IC S.M. SMD. SN.R. SPEGS. V V. RISER VAR �� V.G. REINFORGED CANGRETE PIPE VEH. RODF DRAIN VERT. RIM ELEVATION �T, REGEPTAGLE V6DF. REFERENGE VOL. REFRIGERATOR,REFRIGERATIOWIT. REINFORGEMENT V.G.P. REQUIRED RESILIENT �..� ROOF REGISTER W RDUND HPAD REI.ATIVE FNIMIDITY �G• REVISION �• ROOM WF. ROWH OPENINFi V'�• RI6HT OF WAY W.6L. REVOLUTIONS PER MINUTE �•H• RAILROAD W.I. ROOF VENT WIND. REDWOOD W.M. RAIN WATER LEADER � ffi SANITARY SOLID GORE SGFIEDULE STORM DRAIN ,� SEGTION SEISMIG SQUARE FEET StfELF SFIOV'�R SH�T SHEATHIN6 STORM INLET SIMILAR SPISMIG JOINT SINK SF�ET METAL. SANITARY NAPKIN DISPENSER SANITARY NAPKIN REGEPTAGLE SPEGIFIGATIONS ��L SPR. 51'RINKLER OUTSIDE AIR INTAKP �. �A� OB��..URE ON GENTER SS. SERVIGE SINK, OVTSIDE DIM�TER SANITARY SEV�12 OVERFLOW S.STL. STAINLE55 STEFL OVERFLOW LEADER ST. 57REET OUTSIDE FAGE OF STUD STA. STATION OFFIGE STAG. S7AGGERED �p��p� STD. STANDARD ppEH��, STIPF. STI�NF!? �pp�� ST. ST�L p�b�� STOR. STORAGE OUT TO OUT STR. STRINbER py� STRL. STRUGiURAL SUSP. SUSPENDED SN�D. SWITGfIBOARD � �.�i A!t��G I�l i� S.Y. SCiUARE YARD IGAL f ��I Appl�cation� ��oi�-�� Approva� Date �-i 9 -�� Signa�ure � � �Case Manager; W.P. W.R. Y�iGT. w.s.Q. WT. W1^l.M. wv YD. YD. � O!b • �6 � VENT,VOLT VARIES,VARIABLE VERTIGAL GURVE VENEER VERTIGAL VESTI6ULE VERTIGAL 6RAIN DOWLAS FIR VOLUME VITRIFIED VITRIFIED GLAY PIPE iNEST wirf+ WATER GLOSET WDOD WIDE FLANGE WIRE FABRIG WIRE 6LA55 YVAI'ER FIEA7'ER Ntl20UGHT IRON WINDOW WIRE MESH,WATER MESH WITHqJT WATERPROOF,WORiG POINT YVATER RESISTANT NIP.IMSGOT Y�T SAND PIPE WEI6HT Y�LDED WIRE MESH rv,r�2 v,aLVe YARD YARD DRAIN POUND(1.B)OR NUMBER DE6R�5 AT DIAF�TER SQUARE 32. WINDOW WELLS SHALL GOMPLY WITH SEGTION GRG R310.2. 33. MININAIM WINDOW AREA SHALL BE 8SK OF THE FLOOR AREA AND 50%OPENABLE AS PER GRG R309.1. 34. BATHROOM OR SERVIGE RDOM MINIMUM WINDOW AREAS SHALL NOT BE LE55 THAN 9 SQ F7 AND� SG OPENABLE OR,PROVIDE A MEGHANIGAL VENTILATION SYSTEM EXHAUSTED TO TNE OUTSIDE GAPABLE OF PROVIDIN6 50 GUBIG FEET PER MINUTE POR INTERMITTENT VENTILATION 25 GUBIG FEET PER MINtJi'E FOR CANTINUOUS VENTILATION AS PER GRG R303.3. 35. A T MINIMUM GEILIN6 HEI6HT FOR HABITA6LE RDOMS,HALLWAYS,BATHROOMS,TOILET d LAUNDRY ROOMS,AND BASEMENTS GONTAINING THESE SPAGES AS PER GRG R305.1. 36. SATHRDOM SHALL HAVE A MINIMUM GEILING HEIGHT OF b'8"MINIMUM GEILING HEIGHT POR NON HABITABLE BASEMENTS AS PER GRG 305.1.1 3'I. EXTERIOR OPENINGS THAT OPEN INTO PORGHES AND SUNRODM AREAS USED FOR LIGHT AND VENTILATION SHALL HAVE 40R3 OF THE£XTERIOR WALLS ARE OPEN AND THE ENGLOSURE SHALL GOMPLY WITH GRG APPENDIX H(GRG FZ303.1 EXGEPTION 3. 38. SMOKE ALARMS SHALL BE PROVIDED IN ALL NEW GONSTRllGTION LOGATED IN EAGH SLEEPING ROOM,OUTSIDE EAGH SEPARATE SLEEPING AREA IN THE IMMEDIATE V�GINIiY OF THE SEDROOMS,AND AT EAGH ADDITIONAL FLOOR OR BASEMENT LEVEL AS PER GRG R3149. 39. IN ALTERATIONS,REPAIRS AND ADDITIONS OF EXISTING DWELLINGS EXGPEDING a1000 GARBON MONOXIDE ALARMS ARE REQUIRED IN THE SPEUFIG PERMITTED DWELLINGS OR SLEEPIN6 UNITS THAT HAVE ATTAGHED 6Af2A6E5 OR FUEL SURNIN6 APPLIANGES. THE GARBON MONOXIDE ALARMS MAY BE SATTERY OPERATED AND NOT INTERGONNEGTED AS PER GRL R314.3.1. �i I 40. APPROVED GARBON MONOXIDE ALARMS SHALL BE INSTALLED OVTSIDE OF EAGH � SEPERATE SLEEPIN6 AREA IN TFiE IMMEDIATE VIGINITY OF THP BEDROOMS AND ON EVERY LEVEL INGLUDIN6 BASEMENTS IN DWELLING UNITS THAT HAVE FURL-FIRED APPLIANGES OR ATTAGHED 6ARAGE. 41. EAGH PANE OF SAFETf 6LAZIN6 INSTALLED IN HAZARDOUS LOGATIONS SHALL BE i IDENTIRED(AGID ETGHED,SAND BLASTED,GERAMIG FIRED,ETG)BY A MAMIFAGTURER'S I DE516NATION,THE MANUFAGTURER OR IkSTALLER AND THE SAFETY GLAZING STANDARD WHIGH IT CAMPLIES. MULT�PANE ASSEMBLIES SHALL BE IDENTIFIED PER GRG R308.1. 42. 6LAZIN6 IN SWIN61N6,SLIDIN6,AND BIOLD DOORS 9 SCi FT OR LE55 SHALL BE A MINIhA/M GATEGORY GLASSIFIGATION OF I(GPSG Ib GFR 120U AND II(GPSG 16 GFR I�OI) WHEN MORP THAN 9 SGt FT OR SLIDING. (TABLE R308.3.1. 'i 43. bLAZING OVER 4 SQ FT IN AREA WIT}+BOTtOM ED6E LE55 THAN 18"ABOVE T}1E FLOOR AND EXPOSED TOP EDbE 6REATER THAN 36"ABOVE THE FLOOR SHALL SE SAFETY GLAZED AS PER GRG R308.4(3). 44. 6LA55 USED IN HANDRAILS AND GUARDS SHALL BE SAFETY GLAZED AS PER GRG 308.4(4). 45. 6LAZIN6 IN DOOR AND ENGLOSURES FOR HOT 111B5,WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATFiRDOMS,SMOY�RS LE55 THAN 5'ABOVE THE STANDING SURFAGE SHALL HAVE A MINIMUM GATE60RY GLA551FIGATION OF II(GPSG Ib GFR 120U. GRG TR308.3.1(U AND 308.4(5). 46. GLAZIN6 ADJAGENT TO STAIRYVAY,LANDINGS AND RAMPS WITHIN 9'HORIZONTALLY AND 5'VERTIGALLY OF A WAI_KIN6 SURFAGE SHALL HAVE A MINIMUM GATE60RY GLASSIFIGATION OF II(GPSG 16GFR 120U OR A(AN51 Z4"1.1)WHEN MORE THAN 9 SG!FT AS PER GRG R308.4('1)t TABLE R308.4.1(1I d(2). 4'I. 6LAZIN6 ADJAGENT TO STAIRWAYS WITHIN 5'HORIZONTALLY AND 5'VERTIGALLY OF A WAl_KIN6 SURFAGE SHALL BE SAFETY 6LAZIN6 AS PER GRG 308.4(8). 48. EVERY RESIDENGE AND DWELLIN6 UNIT SHALL HAVE AT LEAST ONE CANTINUOUS AND UNOBSTRUGTED PATH OF VERT�GAL AND HORIZONfAL EbRE55 TRAVEL FROM ALL PORTIONS OF TF�BUILDIN6 WITHOVT REQUIRIN6 TRAVEL THROUGH A GARAGE AS PER GRG 311.1. 49. THE MINIMUF�I WIDTH OF HALLWAYS SHALL NOT BE LE55 THAN 36"AS PER GRG R311.6. 50. SARS,6RILL5 OR SIMILAR DEVIGES IF PLAGED OVER ANY SLEEPIN6 ROOM DOOR OR NIiNDOW SNALL BE RELEASABLE AND REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KFf,TOOL,OR ANY SPEGIAL KNOWLED6E OR EFFORT AS PER GRG R310.4. 51. EVERY DY�LLIN6 UNIT SHALL HAVE AT LEAST ONE SWIN61N6 EXIT DOOR,MINIMUM GLEAR HEI6HT OF b'-b",AND MINIMUM GLEAR WIDTH OF 32'AS PER GRL 311.�. 52. MAXIhAJ1�1 SLOPE OF ANY LANDING SkALL NOT EXGEED Yi INGH PER FOOT AS PER GRG R3119. 53. TI-E MINIMUM GLEAR WIDTH OF STAIRWAYS IS GLEAR 36'AHOVE THE HANDRAIL. HANDRAILS SHALL NOT PRO.�GT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRiNAY AND THE MINIt�MI GLEAR WIDTH OF TkE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT SHALL BE 315"AND 2T'WHEN INSTALLED ON ONE SIDE AND BOTH SIDES,RESPEGTIVELY R5 PER GRG R',11.1.1. 54. HANDRAILS ARE REQUIRED ON AT LEAST ONE SIDE OF A CANTINUOUS RUN OF TREADS OR FLI6HT WITH FOUF2 OR MORE RISERS AS PER GRG R311."1.�. 55. HANDRAILS WITH A PERIMETER DIMEN510N>E�'4 INGHES SHAL.L H,4VE A 6RASPABLE FINGER ON BOTH SIDES OF THE PROPILE 6ETN�N�'♦'TO 2s/a` BEbiNNINb WITHIN a'4"FROM THE TOP OF THE PROFILE AND AGHIE�/E A MINIMUM°,{b"DEPTH WITHIN Ya�OW TF�WIDEST PROFILE POINT AND SHALL CANTIWJE A MININNM 9/p`TO A LEVEL NOT LE55 THAN I°/s"BF10W TF�TALLEST PORTION OF THE PROFII.E AS PER GRG R311.'1."1.3(2J. 56. HANDRAILS SHALL BE GONTIrN10U5 EXGEPT AT A 7URN TF�Y ARE PERMITTED TO SE INTERRUPTED B1'A NEN�L POST AND HAVE A MINIhUM GLEAR DISTANGE BETN�EN TF�WALL AND HANDRAIL 6RIP OF 115 ING4�5 AS PER GRG R311."I.'I.�. 5'f. PROVIDE A 42 INGH}lI6Ff 6UARDRAIL AT BALGONIES LANDIN6 AND DEGKS LOGATED MORE THAN 30'VERTIGALLY TO TF�FLOOR OR GRADE BELOW AS PER GRG R312.1 AND R3122. 58. TF�RE SHALL BE NOT MORE THAN 12 F�T VERTIGALLY BETWEEN LANDINGS AS PER GRG R311.15. 59. OVERPLOW DRAINS SHALL HAVE SEPARATE INDEPENDENT PIPIN6 AND HAVE AN INLET FLAW LI�LOGATED 2'ASOVE THE LAW POINT OF THE ROOF.OVERFLOW SGUPPERS SHALL HAVE AN AREA OF 3 TIMES THE ROOF DRAIN,A MINIMUM OPENIN6 HEI6HT OF 4°,AND HAVE AN INLET FLOW LINE LOGA'!ED 2"ABOVE THE LOW POINT OF T1�ROOF AS PER GRG R903,4,1. 60. DRAFTSTOP�SNALL SE PROVIDED IN ANY GONGEALED SPAGE YVHERE THERE IS USABLE SPAGE BOTH ABOYE AND SELOW THE GONGEALED SPAGE. THE fANGEALED SPAGE SHALL NOT EXGEED I,000 SQ FT AS PER GRG fL302.12. bl.EXPOSED ATTIG FLOOR INSULATION SHALL HAVE A GRITIGAL RADIANT FLUX OF NOT LE55 THAN 0.12 YVATT PER SQ GENTIMETER PER ASTM E 4i0. GODE GOMPLIANGE� THE GODES APPL.IGABLE TO THIS PRO.�GT ARE: GALIFORNIA FIRE GODE �013 IDITION K242013 GALIFORNIA BUILDIN6 GODE 2013 EDITION �23-2013 GALIFORNIA RESIDENTIAL CADE 2013 EDITION �23-2013 GALIFORNIA MEGHANIGAL GODE 2013 EDITION �23-2013 GALIPORNIA PLUh�INb GODE 2013 EDITION �23-2013 GALIFORNIA ELEGTRIG CADE 2013 EDITION �23-2013 EMERGY EFFIGIENGY STANDARDS 2008 EDITION(TITLE 24) ALON6 WITH AMf OTHER APPLIGABLE LOGAL AND STATE LAWS AND RE6ULATIONS. G�NER?�L NOTES I. ALL WORK IS TO BE PERFORMED IN AGGORDANGE WITH ALL GOVERNING GODES,ORDINANGES,AND REGULATIONS. 2. WHERE NEGESSARY,6ENERAI_GONTRAGTOR SHALL�NGLUDE SOILS ENGINEER IN THE INSPEGTION OF FOUNDATIONS,FOUNDATION WATERPROOFING,AND DRAINAGE SYSTEMS,AND ALL RELATED FAGETS OF THE JO$. 3. GENERAL GONTRAGTOR SHALL VERIFY ALL UNDER6ROUND UTILITY LOGATIONS PRIOR TO EXGAVATION,TRENGHING,OR GRADING OP ANY KIND. GENERAL GONTRAGTOR SHALL GOORDINATE WITH APPLIGASLE UTILITY GOMPANIES WHEN ROUTING ELEGTRIGAL, TELEPHONE,GABLE,GAS,WATER,SANITARY SEriER SERVIGES,OR ANY OTHER UTILITIES. 4. 6ENERAL CANTRAGTOR SHALL BE RESPONSIBLE FOR GOORDINATION AND EXEGUTION OP THE WORK SHOWN OR IMPLIED IN THE GONSTRIIGTION DOGUMENTS AS WELL AS FOR ALL GONSTRUGTION MEANS,METHODS,AND PROGEDURES. 5. 6ENERAL GONTRAGTOR SHALL GOORDINATE ALL FAGETS OF WORK AND ALL TRADES INVOLVED TO AVDID GONFLIGT IN THE LOGATION,INSTALLATION,AND GONSTRUGTION OF ALL ITEMS OF WORK A5 INDIGATED ON THP GONS�RUGTION DOGUMENTS. IF ANY WORK IS TO SE INSTALLED BY TkE OWNER DIREGTLY,ALLOWANGES FOR SUGH WORK MUST SE MADE. GOORDINATE WITH DE516NER AND OWNER. 6. GENERAL GONTRAGTOR SHALL LEAVE THE JOB SITE"BROOM GLEAN'AT THE END OF EAGH WORKIN6 DAY. ALL MATERIALS SHALL BE STORED IN A NEAT AND SAFE PLAGE TO AVOID AGGIDENTS. 'T. DEMOLITION,NEW GONSTRUGTION,PATGH,AND REPAIR SHALL MATGH EXISTING GONDITION AND STRUGIVRE,UNLE55 OTHERWISE NOTED. 8. IN GASE OF ANY DISGREPANGY IN THE CANTRAGT DOGUMENTS,CANSULT THE DESIGNER SEFORE PROGEEDING. 9. NO DIMENSIONS SHALL BE TAKEN BY SGALING FROM THE DRAWIN65. GONTAGT THE DESI6NER FOR DIMENSION GLARIFIGATIONS OR ADDITIONAL DIMENSIONS AS REQUIRED. DETAILS AND THE DIMIENSIONS PROVIDED THEREIN TAKE PREGEDPNGE OVPR GENERAL FLDOR PLANS,ELEVATIONS,AND SEGTIONS. 10. VERIFY ALL DIMENSIONS ON THE JOB SITE PRIOR TO ORDERING O1Z MArR1FAG7URING. II. 6ENERAL GONTRAGTOR SHALL REVIEW ALL CANSTRUGTION DOGUMENTS--FLOOR PLANS, REFLEGTED GEILIN6 PLANS,FINISH PLANS,ELEGTRIGAL,LIGHTING,AND MEGHANIGAL PLANS AS Y�LL AS SGHPDULES AND NOTES-PRIOR TO POURIN6 GONGRETE AND FRAMINb. GOORDINATE LOGATIONS OF SHAFTS,ELEGTRIGAL WIRING/GONDUIT,HVAG DUGTWORK,AND LI6HT FIMURES WIT}i LOGATIONS OF FOUNDATIONS AND FRAMIN6. IT IS IMPERATIVE THAT LOGATIONS OF FRAMIN6 MEMSERS DO NOT GONFLIGT YVITH LOGATIONS OF REGESSED LI6HT FIMU2E5,VENTS,PLUES ETG. 12. GENERAL CANIRAGTOR SHALL INSTALL ALL NEW APPLIANGES AND EQUIPMENT AGGORDIN6 TO MANUFAGTURER INSTRUGTIONS. ALL INSTRUGTION BOOKLETS,Y`IARRANTIES, AND OTI�R INFORMATION RE6ARDIN6 NEW APPLIANGES Ah1D EQU�PMENT SHALL BE HANDED DIREGTLY TO THE OWNER IN ONE MANILA ENVELOPE AT THP TIME OF SUHSTANTIAL GOMPLETION. GONTRAGTOR SHALL VERIFY THAT ALL APPLIANGES AND EQUIPMENT ARE IN PERFEGT WORKING ORDER AND THAT INFORMATION A80UT ALL WARRANTIES AND GUARANTEES IS MADE KNONAI TO TFg OWNER 13. TIiE INSTALLER OF EAGH MAJOR UNIT OF WORK IS REQUN2ED TO INSPEGT THE SUB57RATE AND CANDITIONS TO REGEIVE WORK AND SHALL REPORT ALL UNSATISFAGTORY CANDITIONS TO THE 6ENERAL GONTRAGTOR AND SHALL NOT PROG�D UNTIL SATISFAGTORY GONDITIONS ARE ATTAINED. 14. FOR MOUNTIN6 HEIGHTS NOT GLEARLY OVTLINED IN THE PLAhtS OR SGHEDULES, CAORDINATE WITH D£SIGNER OR OV`d�ER VERIFY WITH DE516NER IAGATIONS OF ELEGTRIGAL DEVIGES AND LIbHT FIXTLRES BEFORE PULLIN6 WiRE. Ib. ALL FASTENING DEVIGES TO BE CANGEALED,UNLE55 OTHERINISE SHOWN. I5. PROVIDE SOLID SLOGKING AS NEGESSARY FOR ALL WALL MOUNTED SHELVES,FIXTl1RE5, AND FITTIN65,EVEN WHEN WORK IS TO BE DONE BY OWNER DIREGTLY. GOORDINATE WORK AND LOGATIONS WITH OWNER AND DESI6NER li. V�ATI-�RSTRIP ALL EX'TERIOR DOORS AND WINDOWS. 18. GAllLK OR OTHERWISE SEAL AROUND ALL OPENIN65 TO MITIGATE INFILTRATION,INGLUDIN6 9UT NOT LIMITED TO EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES,BETYrEEN SOLE PLATES AND FLOORS,AT EXTERIOR WALL INTC-RSEGTIONS AND GORNERS,AND BETNNEEN EXTERIOR WALL PANELS. 19. GPNERAL GONTRAGTOR SHALL VERIFY THAT ALL WORK ON THE PXTERIOR OF THE PROJEGT IS WATERTIGHT. ALL JOINTS EXi'OSED TO TIiE ELEMENTS SHALL BE TESTED FOR WATER TI6HTNE55 PRIOR TD SUBSTANTIAL GOMPLETION. 20. PROVIDE SFIOV�R W�TH INDIVIDUAL GONTROL VALVES OF THE PRE55URE BALANGIN6 OR THE THERM05TATIG MIXIN6 VALVE TfPE PER GPG 420. SHOWER WALLS TO BE HARD, NONABSORBENT SURPAGE,OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEI6HT OF i2 INGHES A60VE THE DRAIN INLET AND SPEGIFY GEMENT BOARD SUBSTRATE FORTILE APPLIGATION AS PER UTf REQUIREMENTS. SHON�R TO PROVIDP A MINIMUM INTERIOR FLOOR AREA OF 1024 SQUARE INGF�S GAPABLE OF ENGOMPASSIN6 A 30-ING+f DIA�TER GIRGLE PER GPG 412.1. 21. DOORS SETWEEN THE 6ARAGE ANDPRIVATE RESIDENGE SHALL BE SELF-GLOSIN6 AND SELF-LATGHIN6 PER GRG R302.5.1. 22. THE LDAD RESISTANGE OF 6LA55 UNDER UNIFORM LOAD SHALL BE DETERMINED IN AGGORDANGE WITH ASTM E 1300. 23. THE MINIMUM NET AREA OF UNDERFLOOR 5PAGE VENTILATION SHALL NOT BE LE55 THAN TF�PLOOR AREA/I50 AS PER GRG R408.1. 24. AGGE55 SHALL BE PROVIDED TO ALL UNDER-FLOOR SPAGES. THE FLOOR AGGE55 SHALL BE A MININUM 18"X 24°AND OPENIN65 THROWH A PERIMETER WALL SHALL BE NOT LE55 THAN Ib"B`f 24"AS PER GRG R408.4. 25. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUGTURAL FLOOR GLOSER TffAN 18"OR WDOD 61RDER5 GLOSER THAN 12'TO THE EXPOSED GRAWL SPAGE SHALL SE PRE55URE TREATED OR NATURALLY DURABLE TO DEGAY AS PER GRG R31'I.I(I). 26. ALL WOOD FRAMING MEM�ERS THAT REST ON CANGRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LE55 T}IAN 8'TD THE EXPOSED 6ROUND SHALL SE PRE��F TREATID OR NATURALLY DURASLE TO DEGAY AS PER GRG R31�.1(?J. 2�. SILLS AND SLEEPERS IN DIREGT GONTAGT WITH CANGRETE OR MASONRY THAT IS IN DIREGT GONTAGT WITH THP 6ROUND AND 61RDER5 WITH LE55 THAN�j'GLE.4RANGP TO MASONRY AND GONGRETE SHALL SE PRES° E TREATED OR NATVRAL..LY DURABLE TO DEGAY AS PER GRG R31"1.1(3t4). 28. PIELD-GUTTIN6 ENDS,NOTGHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD�N AGGORDANGE WITH AWPA M4 AS PER GRG R311-I.I. 24. A GAR46E SHALL NOT BE OPEN INTO ANY ROOM USED FOR SLEPPIN6 AS PER GRG LE R302S. THE BOTTOM OF THE GLEAR OPENIN6 SHALL NOT BE 6REATER THAN 44 ING1�5 NIEASURED PROM THE FLOOR(R310.U., 9."1 SQ FT OF OPENABLE AREA,24 INGHES GLEAR OPENIN6 EI T 20 I G R I ID ND SH OPEN DIREGTL IN O IG 5 , ,Y , T O.- O... 31. WINDOW Y�LLS ARE NOT PERMITTED TO BE LOGATED WITHIN 3 FEET OF PROPERTY LiNE AS PER GRG TABLE R302.1(I)d(2). U = p= J LL �s � o $� w ? z`� � w �L � !n Z V � (N ZW 0 � w i vJ � � WU � ¢ � y � m i � ` ~ . U ��" W 7S � � LL� � LLR sy / �Y N Q .�0 Q F �O N O � � V �m f _ O z Q Q � U � } Z N O � � a wa � � U F � � � a J W � �c G w � � � � Q w � � Z = � > Q � � F- r �i � w � Q O �GT NUMBER RM I ATE: OI/31/201 ALE: AS�.�I-IOYVN SHEET TITLE GENERAL NOTES SHEET OF GN 19 - PROPERTY L I NE 60'-O" �:�::.(Ei LANDSGAPE•:•:•:-:•:•:•:•:•:•:•:•:•:•:•:• ..........r:.•.•.•. ............. ............... .•:::::.•:.•:.•::.•: •:::::::.•.•.•.•:.•.• .............. .............. �::::.�::.�.�.�::.�._........ ..................... }:•:EXISTING�GONDITIONS IN•:};}:{•;;;' ::•:tH15 AREA TO REMAIN:•:?:}?::'•' J J �� (E)POOL J1�cV�� ;-o� W� �C N� Z 24'- ' z N� 5-O" (Ea 5'-1 W AG (W ELEGTRIGAL EXISTIN6 SUN ROOM PANEL RELOGATED AND UP6RADE TO 200 MP �� (FJ PGE GAS METER wy J V Qm �S W m`�Z �� (F�'f'DIA TREE TO I (EJ II"DIA — TR�E TO REMAIN � � O � rn A -� � r z rn LEVEL BUILDIN6 LII� EXISTIN6 SEGOND LEVEL PIRST BUI I LEVEL LD Nb LINE ........................... .......................................................... ............................................. ....... .........................................FIRST LEVEL ROOF LI�':.:�:.:�:::.�::.:�:::. �..•.iEI DRIVEYVAY'�.�;;.;;.:.:;. !�LANDSGAPE �............ 0 exisriws corrvmoNS ir+ Tti15 AREA TO REMAIN � 18'-'7" ISTING SEGC LEVEL SIDE SETBAGK � �1 O � NOT�: ALL DIMENSIONS ARE APPROXIMATES. �IELD VERI�Y ALL THE DIMENSIONS, AND BRING ATTENTION TO THE ARGHITEGTURAL DE5IGNER FOR ANY DISGREPANGIES. P.DDITION >N-GONFORMING SUILDING DEPARTMENT NOTES: q, THE OWNER AND PRIME GON7RAGTOR ARE RESPONSIBLE FOR MAINTAINING PROJEGT SITE AGGE55 AND MEIGHBORHOOD AGGE55 FOR EMERGENGY VEHIGLES AND LOGAL RESIDENTS. IN ADDITION,NO GONSTRllGTION EGiUIPMENT,MATERIALS,SUPPLIES NOR RELATED I7EM5 MAY SE STORED IN TIiE PUBUG RIGFIT-OF-WAY OF A GOUNTY-MAINTAINED RUAD,WITtfOUT FIRST OBTAINING AN ENGROAGHMENT PERMIT ISSUED BY THE DEPARTMENT OF ROAD�AND AIRPORTS 8. EXISTIN6 WATER SERVIGE IS SUFPIUENT FOR NEW ADDITIOWGONVERSION G. EXISTING ELEGTRIGAL SERVIGE IS SUFFIGIENT FOR NEW ADDITIOWGONVERSION NOTES: A. IF A HUILDIN6 SITE DOES NOT ALLOW 10 P�T OD SLOPE,INDIGATE THE INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM TMe s-nwc�. < IMPERVIOUS SURFAGES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE ( SLOPED A MINIMUM OP 25�,AWAY FROM THE BUILDING. r" $• O-G F G G Z G. NO TREES WILL BE REMOVED rn O :� ti � ADDITIONAL PLAN NOTES: I. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR GONTRAGTOR OF THE RESPON5181LITY FOR THE GORREGTIONS OF MISTAKES,ERRORS,OR OMISSIONS GONTAINED THEREIN.IF DURIN6 THE GOURSP OF GON57RUGTION IMPROVEMENTS,PUBLIG INTEREST REQUIRES A MODIFIGATION OF/OR A DEPARTURE PROM THE GIiY OF GUPERTINO SPEUFIGATION OR THESE I MPROVEMENT PLANS THE GI 1Y EN61t�R SHALL HAVE THE AUTHORITY TO I REQU RE SUGH MODIFIGATION OR DEPAR'NRE AND TO SPEGIFY THE MANNER IN WHIGH THE SAI-�IS TO BE GOMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR GONTRAGTOR 2. CANTAGT PUBLIG WORKS,(408)TTi-3104,FOR INSPEGTION OF 6RADIN6, J� STORM DRAINA6E,AND PUBLIG IMPRCJVEMENTS. y�j Qm 3. ALL PUBLIG IMPROVEMENTS NNST BE GOMPLETED PRIOR TO OGGUPANGY. Q N l~�J 4. CANTRAGTOR IS i2E5PON518LE�OR DUST GON7ROL AND ENSURIN6 THE m�F AREA ADJAGENT TO THE WURK IS LEFT IN A GI.EAN CANDITION. t�z �Q� 5. GONTRAGTOR SHALL REVIEW GITY DETAIL 6-4 ON TR�PRpTEGTION Z� PRIOR TO AGGOMPLISHIN6 ANY WORK OR REMOVIN6 ANY TREE. b. UTILIZE SEST MAhIAGEN�NT PRAGTIGES(SMPS),AS REQUIRED Bl'THE STATE WATER RESOURGES CANTROL BOARD,FOR ANY AGTIVITY,WHIGH 10"DIA DISTURBS THE SOIL. TREE TO REMAIN i. A WORK SGHEDULE OF GRADIN6 AND ERD�ION 4 SETTLEMENT GONTROL PLAN SHALL BE PROVIDED TO THE GI7Y ENGINEER BY AUGUST I5. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN O ER I TO APRIL IS I JY � �Q �„o�� .�N i-O�m�Q ' �� NN z� N W wy J Q� Z Os � mNz z� m� w (EJ i'DIA� ii�2EE TO A GTOB — PROPERTY L INE 60'-O" ' SIDEWALK 8• �-��"�ELPG7RIGAL SERVIGE(POV�R.PHONE,AND/pR GASLE)SHALL SE UNDERGROUNDED. 9. TO INITIATE RELEASE OP BONDS,GONTAGT THE PUBLIG WORKS INSPEGTOR FINAL INSPEGTION. I O. DO TO BE ALL WNSP 5 OUT RELEASED TO THE GROUND SURPAGE.DIREGTED � AWAY FROM THE BUILDING FOUNDATIONS AND DIREGTED TO LANDSGAPE ARP,45. "DIA.GITY b"DIA.GITY II. PRIOR TO BE6INNIN6 ANY WORK WITHIN TkE PUBLIG RI6HT OF WAY,THE POPPY WAY �(�O�G��a �E�PROTEGTED TRE� _ GONTRAGTOR WILL SE RE51'ONSISLE FOR RJLLING AN ENGROAGHMENT (�II"DIA — PERMIT FROM THE PUBLIG WORKS DEPARTMPNT. TREE TO REMAIN _ - (�) S I T� fi�L�N NOi�TH x,�,..�: ��8,�,�-0. � A�pllCatl�� RM �pplication_� ,��.-1-�,�� Approval Dat� .��—,� Sianatur� (Case Manager) - PROPERTY L I NE 60'-O" i � \ / �/ (E)POOL I (W LOGATION OF FI FGTRIG METER AND PANEL �ts. UP6RADED TO 200 AMP �� O" �� A� (EJ GONGRETE �■I1 . . �� ' .v �,- ,��1►C� � " . . _.I . I � I �I �� ' � �� I�IR �- —�� 10'-2" 'y�l SIDE SE78AGK N � � , O �F- ,� i %y'i?Y;�y� Q yry,y'0,;��ii, �D „�i;'%%�f�i' -0 ��f��ii,��0��,�� O � rn 18'-"1' A EXt5TIN6 SEGO 1 LEVEL SIDE -{ SETBAGK NOTE� 1 N PERMITTED PROJEGTIONS be WITH A PIRE SEPARATION � DISTANGE OF LE55 THAN 5 FT. TO 2 FT. SHALL HAVE NOT '-I" LE55 THAN I HR PIRE TIN • RESISTIVE GONSTRUGTION ON IDE THE UNDERSIDE OF THE EAVE -�� PER TASLE R302.1(I)(R�02.1). ', ,%i!�%/i �_, .�%%%i�,..�///�//,%%�/�/ : �i� I _r_� �� - _ - �:I`.a I.�I � iL.�.YIIlSl�.��I � - � '.�` ;'•__' _' �A . ' �. �I��ii�\�/y�_\i if�l�1��ri-�� _ _ e a � , • `� --. - - .• . ' � � � � � � 1 i •� _ v v v v v v v v� �D �D (W NGE SHALL NOT BE GREAT THA b'IN HEI6HT IN ALL S�DE p YA AREAS,AND MAXIMUM OF IN I6HT IN THE F N RO T YARD P b'HIbH FENGES ARE ALL ,8' Y BE PERMITTED WITH A B IT AND NEI6HBOR APPR04 i FY zo� �Q KU �� LL �N �� F� N NO WLL O m 10" IA TR�T REMAIN (FJ Y4ATER h�TER �-�"DIA.GITY �b"DIA.GITY POPPY WAY "�"�°��'�' ��GTED TREE) LE-fsEhlD� � -DIREGT ROOF RUNOFF ONTO VEGETATED ARPAS ��: TYPIGAL ALL DRAINA6E TO LANDSGAPE NO GONGENTRATED FLOW AGRO�S THE RIGHT OF WAY _ - 51 T� PL�N NOfi�TH x,�: ��8._,,_o„ U ` J t J ` � � � � � @ O � /L� � V � u u Z c c V � f "� F C W F � � � .�G.. � � � ( � � F � � � H � O u F V �' � U � D, i" NG aZ t"' N N 0 l.i� � a � p � � < 'd' U t- � � � W �C G w�/ 61� � � Q W = � � Z Q � > Z WZ � 0 F- �F � Q K � � � PRO.�GT NUMBER �� : �� ET TITLE SITE PLAN SP 19 � � _GTRIGAL (150 AMP) °6RADED 200 AMP �O ,��0 _ - �X I ST I NG �I i�ST L�Y�L �LOOi� PL�N I�lO��T SGALE� I/4"��-O" �'A��f��,��:;r� �i� � �'�-��.� -- ��IlCat10�' � � /� ��/�-/� r.,.��.,.�.�.,a,�,�_— Appr��v�! �ate �--i�� ignature �= - ---� (Case Manager; �" - ` 12'-i' (EJ 510210 B (E)MASTER BEDROOM GL6.HT.�B'-0' •� EXISTING GONDITIONS IN THIS AREA TO REMAIN 4 REMOVE IN'I"ERIOR WALL, j- GONTRAGTOR TO SHORE EXISTING ;� – 5'TRUGTURE FOR STABIUlY UNTIL � NEW CAh15TRUGTION IS IN PLAGE.(iY ry I 4�_�. 8�-0�� (F�4�30 10'_8• DEMOLITION NOTES: el.DEMOLITION PLAN IS PROVIDED FOR REFERENGE ONLY. GENERAL GONTRAGTOR SHALL GAREFULLY GOORDINATE DEMOLITION AND REMOVAL WITH NOTES AND DIMENSIONS INDIGATING THE EXTENT AND NATURE OF NEW GONSTRUGTION SHOWN ELSEWMERE IN THESP DOGUMENTS. 2.GENERAL CANTRAGTOR IS RESPONSISLE FOR SEGURELY SHORING IN PLAGE ALL OVERHEAD STRUGTURES PRIOR TO THE REMOVAL OF ANY EXISTIN6 SUPPORT STRUG7VRE5. 3.GAP-OFF PLUM8ING,GAS,AND ELEGTRIGAL LINES AS REQUIRED. G 3.0 ��-5�� 12'-4' (F�410210 (E)SEDROOM ct.s.r�r..e�-0• EXISTING GONDITIONS IN THIS AREA TO REMAIN 9'-I I" (F�410210 (E)SEDROOM GLb.HT.�B'-0' EXISTING GONDITIONS IN THIS AREA TO REMAIN leI�a,��rw,Y� _ DN %'� N�� L� _i_/, �� .__- - . .�,_ . . (E�304� W,4LL L�GEND EXISTING WALLS TO REMAIN ____= EXISTING TO SE DEMOLISHED �0 _ - �X I ST I NC� S�GOND L�Y�L �LOOi� i�L�N NOi�TH x�: ��4��-��-o• EXT�RIOi� Wf�LL. LN.FT (�) �XTERIOR W,4LL LN.�T LEGEND: 4q'—I I" = 49.q 4q'—I I" = 4Q.q �,R�� TO B� R�MODEL 5'-4" = 5.� 23'—�i" = 23.6 3'—O" _ � 12'—O" = 12 Iq'—I" = IQ 4q'—II" = 4q.q 3'—O" = i7.2 < 84.5 3�'—�" = 33.6 3'—O" = I l Q/2=84.5 (50%) "OT�L EXISTING H�.BIT,4BLE AR�� = 2,3�0 SQ�T (1,��16 = �5%) "OT�4L ,4i�E�4 TO BE REMOD�L IS = �1�i3 SQ�T. (44%) U = �� J � gJ J � g� z �� 0 rOn Z 3 V � w Z � O V � z �� J v/ � W ' � � � � � i � ` � . U �S � �b � LL� U Q R� I � O � � H Z N � O O `� V � � V m � � m _ � Q Q � � � a ? d � � W �p � Q � � � � U w � � J W � O � w � � w ¢ � _ Z ° 0 > Q � O � � � � o � � Q � PROJEGT NUMBER RM 14 DATE: OI/31/2014 N: RV5 n�: ,as sHOwr� SFIEET TITLE EXISTING/ DEMOLITION PLAN 51-IEET OF A1.0 19 (W G.O POR 1 A A4.0 _ � �I RST L��EL �LOOi� PL?�N NOi�TH SGALE� I/4`=I'-0' B A4.0 � ��ICa�i��l� �M Appiication ��,�-� �pproval Date _ ��,�g —�� Signature �,�.� (Case Manager) —� W/�LL L�6�ND EXISTING WALLS TO REMAIN.EXTERIOR WALLS 2X4 PRAMING NV GEMENT PLASTER FINISH OUTSIDE I/2" SHEET ROGK INSIDE.INTERIOR WALLS 2X4 FRAMING W/I/2"SHEET ROGK SOTH SIDES. (W�"GEMENT PLASTER FINISH-TWO GOAT SMOOTH PLASTER FINISH.LAST GOAT TO BE 2 GOATS ELASTROMETRIG PAINT.O/57UGG0 LATH O/�LAYERS BUILDING PAPER O/PLYWOOD SHEATHIN6 O/2X FRAMING W/R-13 BATT INSULATION O/�"GYP SD.SMOOTH TEXTURE TO MATGH EXISTING. � (w INTERIOR WALLS 2X4•24'O.G.I/2'SHEET ROGK EA.SIDE SMOOTH PINI54i R-13 INSULATION(OPTIONAL) �LOOiz PLf�N K�Y NOT�S OI NEW FLOORING TO BE SELEGTED SY OWNER O f'ROVIDE WEATHER STRIP ON ENTRANGE DOOR O3 NFJ^I ENTRANGE DODR,SEE DDOR SGHEDULE �4 CANGRETE SLAB AT PORGH 12EIh1PORGED�3�I6"O.G.WITH MAX.i 3/4"RISERS.A9.0 A9.0 FLOOR FINISH TO BE SELEGTED BY OWNER OS DRYER VENT TO OUTSIDE WITH A MAXIMUM LENGTH OF 14'-O"PQUIPPED WITH A BAGK DRAFT DAMPER Ob SHOWER GOMPARTMENTS AND WALLS ABOVE BATHTUBS WI'T1-I INSTALLED SHOWER 4iEAD5 SHALL BE FINISHED WITH A SMOOTH,NON-ABSORBENT SURFAGE TO A HEIGHT NOT LE55 THAN"72"(b FT�(GRG R90�.2). O8 (F1)VANITY W/MIRROR d M/G WITH MAX.FLOW RATE:2.2 GPM O GERAMIG TILES ON BATHROOM WAl.LS,TO BE SELEGTED BY OWNER GERAMIG TILES ON GEMENT BOARD SUBSTRATE ON BATHROOM N1ALL5 SURROUNDING TU65 AND SHOWERS. A SMOOTH,HARD,NON-ABSORBENT SURFAGE GERAMIG TILES ON BATHRODM WALLS OVER A MOISTURE RESISTANT UNDERLAYMENT GEMEh1T,FIBER GEMENT,OR GLA55 MATT GYPSUM BAGKER TO A FfEIGHT OF'i�" ABOVE THE DRAIN INLET. NOTE� WhTER-RESISTANT GYPSUM BAGKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHONIER OR BATFiTUB GOMPARTMENTS. � BATHROOM FLOOR GERAMIG TILES,TO BE SELEGTED 8Y OWNER GERAMIG TILES ON GEMENT BOARD SUBSTRATE ON BATHRDOM WALLS SURROUNDING TUBS AND SHON�RS. A SMOOTH,HARD,NON-ABSORBENT SURFAGE GERAMIG TILES ON BATHROOM 1NALL5 OVER A M015�11RE RESISTANT UNDERLAYMENT GEMENT,FIBER GEMENT,OR GLP55 MATT GYPSUM BAGKER TO A HEIGHT OF?2" AHOVE THE DRAIN INLET. NOTE: WATER-REStSTANT GYPSUM BAGKING HOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHOWER OR SATHNB CAMPARTMENTS. II SHOV�R DOOR MUST BE AT LEAST 22"WIDE,GFG 411.6 IQ 24"GOUNTERTOP WITH OVERHEAD GABINET 13 NEW KITGHEN FINISHES d APPLIANGES,TO BE SELEGTED SY THE OWNER 14 GENTER ISLAND�36"F11GH IS (PU INTERIOR WALLS 2x4 m 24'O.G.;I/2"SHEET ROGK EA.SIDE SMOOTH FINISH R-13 IFISULATION(OPTIONALa Ib F6RE55 WINDOW GOMPLIANGE w/GRG R310� MIN.OPENIN6 AREA=5 SQ.FT FOR GRADE LEVEL AND 5."f SQ,FT.FOR ALL LEVELS ABOVE 6RADE. MIN.OPENING HEIGHT =24"(2'-O) MIN.OPENING WIDTH =20"(I'-8) SEDROOM EMERGENGY E6RE55 OPENING IS TO BE MEASURED 44' ABOVE FINISH�LOOR I1 (PU EXTERIOR YVALL�"GEMENT PLASTER FINISH-TREE GOAT SMOOTH PLASTER FINISH OVER 57UGG0 LATH OVER 2 LAYERS 6RADE�ILDIN6 PAPER 18 STAIRS HAND SEE DETAIL 14 (hU GOLUMN 5 A9.2 T RS A92 � (1�22"X 30'ATTIG AGGE55 ON WALL 30" INGHES OF UNOBSTRIIGTED HEADROOM OGGURS AND ATTIG SPAGE EXGEEDS 30"SQFT.(GRG R80?.I) SHADED WALLS INDIGATE NEW GONSTRUGTION,DASHED WALLS INDIGATE EXISTING TO SP REMOVED. ALL OTHER WALLS EXISTING ARE TO REMAIN UNGHANGED. FLOOR PLAN NOTES� •WINDOW E DOOR SIZES SHOWN ARE FOR DESI6N PURPOSES ONLY.AGTUAL WINDOW E DOOR SIZES SHALL BE FRAMED d SET PER MF6.SPEGIFIGATIONS.MAKE d MODEL NUMBER SHALL BE GALLED OUT PER SUPPLIERS AND/OR ONAIER'S SPEUFIGATIONS.WINDOWS TO BE DUAL-PANED N.NAj •ALL HEADERS SHALL BE m b'-8"WkERE GEILING IS 8'-O" •ALL EXTERIOR DOORS SHALL BE AT LEAST I.'19"THIGK .AL!_6LA55 DOORS,GLA55 WITHIN 24"OF DOORS E WITHIN 18'OF FLOORS,GLA55 SUBJEGT TO HUMAN IMPAGT,E'fG.SHALL BE SAFELY TEMPERED •PROVIDE GOMSUSTION AIR FOR WEL BURNING APPLIANGES AS REQUIRED •OPENIN65 AROUND 6A5 VENTS,DUGTS d PIPING�EAGFi FLOOR SHALL SE FIRE STOPPED •PROVIDE AG/DG SMOKE DETEGTORS WITHIN EAGH SLEEPIN6 ROOM d GENTRALLY LOGATED IN GORRIDORS OR AREAS 61VING AGGE55 TO EAGH SLEEPIN6 AREA ALL DETEGTORS TO BE INTERGONNEGTED TYPIGAL •LANDIN65 OR FLOOR AT THE REQUIRED E6RE55 DOOR SHALL NOT BE NORMAL THAN I.5'LOV�R THAN THE TOP OF THE THRESHOLD PER GRG R311.3 UNLE55 THE EXGEPrIONS APPLY. •GOMBUSTIBLE INSULATION SHALL SE SEPARATED A MINIMUM OF 3 INGHES FROM REGESSED LUMINARIES.FAN MOTORS AND OTHER HEAT-PRODUGING DEVIGES,HONlEVER WHERE HEAT-PRODUGIN6 DEYIGES ARE LISTED FOR LESSER GLEARANGES,CAMBUSTIBLE INSULATION GOMi'LYfNb WITH THE LISTING REQUIREMENTS SHALL BE SEPARATED IN AGGORDANGE WITH THE GONDITIONS STIPULATED IN THE LI5TIN6.REGE55ED LUMINAIRES INSTALLED IN THE SUILDIN6 ENVELOPE SHALL MEET OR EXGEED THE REQUIREMENTS SPEUFIED IN THE GALIFORNIA ENERE�Y GODE FOR REGE55ED LUMINARIES INSTALLED IN INSULATED GEILINGS. •TF�NFRG LABEL WHIGH STATES THE REC�IIIRED U-VALUE AND SGHG FOR ALL FENESTRATION PRODUGTS SHALL NOT BE REMOVED PRIOR TO INSPEGTION OR REMOVAL BY A BUILDING INSPEGTOR,AND SHALL REPLEGT THE VALUES LISTED IN THE ENRGY REPORT.GRG R308.1 .ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIG FLOORS SHALL HAVE A GRITIGAL RADIANT FLUX NOT LE55 Ti-IAN 0.12 1NATT PER SQUARE GENTIMETER TESTS FOR GRITIGAL RADIANT FLUX SHALL BE MADE AGGORDANGE WITH ASTM 9i0.GRG R902.10.4,GRG R302.IOS NOTES: A.ALL 125-VOLT,I5-AND 20-AMPERE REGEPTAGLP OUTLETS SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLES PER GEG 406.11. B.ALL BRANGH GIRGUITS THAT�LY 120-VOLT,SINGLE PHASE,IS-AND 20-AMPERE OUTLETS INSTALLED IN DY`�L.LIN6 UNIT FAMILY ROOMS,DININ6 ROOMS,LIVING ROOMS,PARLORS,LIBRARIES,DENS,BEDROOMS, SIMROOMS,REGREATION ROOMS,GLOSETS,IiALLWAYS,OR SIMILAR ROOMS OR AREAS SHALL BP ARG-FAULT GIRGUIT INTERRUPTER(AFGU PROTEGTED PER GEG Z�O.I2(B). G.(W TOILETS SHALL HAVE A MAX.OF 128 6ALLOWFLUSH,SHON�R HEAD TO HAVE A MAX FLOW OF 2.5 6PM,AND FAUGETS TO HAVE A MAX FLOW OF 2�GPM PER GPG 402.2. D.SPEGIFY THAT A NON-REMOVA$LE BAGKFLOW PREVENTIOFI DEVIGE 5HA11_BE INSTALLED ON ALL.EXTERIOR HOSE SISS.GPG 603.4.1. E. PLUMBING VENTS TO BA A MINIMUM OF 10 FEET AWAY FROM,OR AT LEAST 3 FEET ASOVE ANY OPERASLE SKYLIGkTS,WINDOY`1/DOOR AND AIR INTAKE. GPG 9062 U = �� J � � �� m 4� z �� w O Q W L � 'n Z \.J � w Z � 0 � W z vJ � W ' � � QZ � w i o � � U �� 3 � � �R ¢ �� I �t uryi Q O Q � � N O O � U � � V N } i � _� Q Q � U O } z a N � � � � W � � � � � U U � � _..1 W 0 �c C w � � � � ¢ W = � Q Z Q � > Q � � � � V 0 � Q 0 PROJEGT NJMBER RM 14 DATE: OIl31/201 . DRAYrN �: �� SHEET TITLE PROPOSED FLOOR PLAN SF�ET OF A2.0 19 A A4.0 _ � S�GOND L��L �LOOi� �L�N NO�T�"'T SGALE: I/4"=I'-O" R �p�l�� M Ap�lication ,��.��,�-� �ppraval Date � —��-� Signatur� � � (Case Managerj --- ` W�4LL LEGEND EXISTING WAl_LS TO REMAIN.EXTERIOR WALLS�X4 FRAMING W/GEMENT PLASTER FINISH OUTSIDE I/2" SHEET ROGK IN51DE.INTERIOR WALLS 2X4 FRAMING Nl/I/�'SHEET ROGK BOTH SIDES. (N)�"GEMENT PLASTER�INISH-TWO GOAT SMOOTH PLASTER FINISH.LAST GOAT TO BE 2 GOATS ELASTROMETRIG PAINT.O/STUGGO LATH O/2 LAYERS BUILDING PAPER O/PLYWOOD SHEATHING O/2X FRAMING NU R-13 BATT INSULATION O/�"GYP BD.SMDOTH TEXTURE TO MATGH EXISTING. � (N)INTERIOR WALLS 2X4•24"O.G.I/�"SHEET ROGK EA.SIDE SMOOTH FINISH R-13 INSULATION(OPTIONAL) �LOOR PL�N K�Y NOTES OI NEW FLOORING TO BE SELEGTED BY OWNER O PROVIDE WEATFIER STRIP ON ENTRANGE DOOR O3 NEW ENTRANGE DOOR,SEE DOOR SGHEDULE 4 5 O4 GONGRETE SLAB AT PORGH REINFORGED�3�I6"O.G.WITH MAX."1 3/4"RISERS.A9.0 A9.0 FLOOR FINISH TO BE SELEGTED BY OWNER SO DRYER VENT TO OUTSIDE WITH A MAXIMUM LENGTH OF 14'-O"EQUIPPED WITH A BAGK DRAFT DAMPER bO SHOWER GOMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH,NON-ABSORBENT SURFAGE TO A F+EI6+iT NOT LE55 THAN 72"(6 FTJ(GRG R30'1.2). Q8 (hu VANIiY W/MIRROR 6 M/G WITH MAX.FLOW RATE:22 GPM O GERAMIG TILES ON BATFiROOM WALLS,TO BE SELEGTED BY OWNER GERAMIG TILES ON GEMENT BOARD SUBSTRATE ON BATHROOM WALLS SURROUNDIN6 TUBS AND SHOWERS. A SMOOTH,FiARD,NON-ABSORBENT SURFAGE GERAMIG TILES ON BATHROOM WALLS OVER A MOISTVRE RESISTANT UNDERLAYMENT GEMENT,FIBER GEMENT,OR GLA55 MATT GYPSUM BAGKER TO A HEIGHT OF'12" ABOVE T+fE DRAIN INLET. NOTE: WATER-RESISTANT GYPSUM BAGKING BOARD SHALL NOT SE USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB GOMPARTMENTS. � SATHROOM FLOOR GERAMIG TILES,TO BE SELEGTED BY OWNER GERAMIG TILES ON GEMENT BOARD SUBSTRATE ON BAT4IROOM WALLS SURROUNDING TUBS AND SFiOWERS. A SMOOTFf,+iARD,NON-ABSORBENT SURFAGE GERAMIG TILES ON BATHROOM WALLS OVER A MOISTURE RESISTANT UNDERLAYMENT GEMENT,FIBER GEMENT,OR GLASS MATT GYPSUM BAGKER TO A HEI6HT O�"12" ASOVE THE DRP.IN INLET. NOTE: NIATER-RESISTANT GYPSUM BAGKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN Sh+OWER OR BATHTUB GOMPARTMENTS. II SHONIER DOOR MUST BE AT LEAST 2�"WIDE,GFG 411.6 12 24"GOUNTERTOP WITH OVERFfEAD GABINET 13 NEW KITGHEN FINISHES d APPLIANGES,TO BE SELEGTED BY THE OWNER 14 GENTER ISLAND�36"HIGH IS (w INTERIOR WALLS 2x4�24"O.G.;I/2"SHEET ROGK EA.51DE SMOOTH FINISH R-13 INSULATION(OPTIONALJ Ib E6RE55 WINDOW GOMPLIANGE w/GRG R310: MIN.Of'ENING AREA=5 SQ.FT FOR 6RADE LEVEL AND 5.'f SQ,FT.FOR ALL LEVELS ABOVE GRADE. MIN.OPENIN6 HEI6HT =�4"(2'-O) MIN.OPENING WIDTH =20"(I'-8) BEDROOM EMERGENGY E6RE55 OPENING IS TO BE MEASURED 44" ABOVE FINISH FLOOR I'! (w EXTERIOR WALL�"GEMENT PLASTER FINISH-TREE CAAT SMOOTH PLASTER FINISH OVER SNGGO LATH OVER 2 LAYERS bRADE' ILDINb PAf'ER O8 STAIRS HAND SEE DETAIL (t�GOLUMN� 'qq'2 � (rll��"X 30"ATTIG AGGE55 ON WALL 30" INGHES OF UNOBSTRUGTED HEADROOM OGGURS AND ATTIG SPAGE EXGEEDS 30"SQFT.(GRG R80'f.0 SHADED WALLS INDIGATE NEW GONSTRUGTION,DASHED WALLS INDIGATE EXISTIN6 TO BE REMOVED. ALL OTHER WALLS EXISTING ARE TO REMAIN UNGHANGED. FLOOR PLAN NOTES: •WINDOW d DOOR SIZES SHOWN ARE FOR DESIGN PURPOSES ONLY.AGIUAL WINDOW d DOOR SIZES SHALL BE FRAMED E SET PER MFG.SPEGIFIGATIONS.MAKE d MODEL NUM$ER SHALL BE GALLED OUT PER SUPPLIERS AND/OR OWNERS SPEUFIGATIONS.WINDOWS TO BE DUAL-PANPD N.N.OJ •ALL HEADERS SHALL BE m b'-8"WFfERE GEILING IS 8'-O" •ALL EXTERIOR DOORS SHALL BE AT LEAST I."I9"TFfIGK .ALL 6LA55 DOORS,GLA55 WITHIN 24"OF DOORS d WITHIN 18"OF FLOORS,6LA55 SUS.JEGT TO i-IUMAN IMPAGT,ETG.SHALL BE SAFELY TEMPERED •PROVIDE GOMBUSTION AIR FOR FUEL BURNING APPLIANGES AS REQUIRED •OPENINGS AROUND 6A5 VENTS,DUGTS S PIPIN6 m EAG+i FLDOR SHALL BE FIRE STOPPED •PROVIDE AG/DG SMOiGE DETEGTORS WITHIN EAGH SLEEPING ROOM d GENTRALLY LOGATED IN GORRIDORS OR AREAS GIVING AGGE55 TO EAGH SLEEPING AREA ALL DETEGTORS TO BE INTERGONNEGTED TYPIGAL •LANDINGS OR FLOOR AT THE REQUIRED EGftE55 DOOR SHALL NOT SE NORMAL THAN I.5"LOWER TkAN THE TOP OF THE THRESfiOLD PER GRG R311.3 UNLE55 THE EXGEPTIONS APPLY. •CAMHUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INGHES FROM REGESSED LUMINARIES.FAN MOTORS AND OTHER HEAT-PRODUGING DEVIGES,HON�VER WHERE HEAT-PRODUGIN6 DEVIGES ARE LISTED FOR LESSER GLEARANGES,CAMBUSTIBLE INSULATION GOMPLYING WITH THE LISTING REQUIREMENTS SHALL BE SEPARATED IN AGGORDANGE WITH THE GONDITIONS STIPULATED IN THE LI5TIN6.REGESSED LUMINAIRES INSTALLED IN THE BUILDIN6 ENVELOPE SHALL MEET OR EXGEED THE REQUIREMENTS SPEGIFIED IN THE GALIFORNIA ENERGY CADE FOR REGESSED LUMINARIES INSTALLED IN INSULATED GEILINGS. •THE NFRG LABEL WHIGH STATES THE REQUIRED U-VALUE AND SGHG FOR ALL FENESTRATION PRODUGTS SHALL NOT BE REMOVED PRIOR TO INSPEGTION OR REMOVAL BY A BUILDING INSPEGTOR,AND SHALL REFLEGT THE VALUES LISTED IN THE ENRGY REPORT.GRG R908.1 .ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIG FLOORS SHALL HAVE A GRITIGAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER SQUARE GENTIMETER. TESTS FOR GRITIGAL RADIANT FLUX SHALL BP MADE AGGORDANGE WITH ASTM 4'10.GRG R302.10.4,GRG R302.10.5 NOTES: A.ALL 125-VOLT,15-AND 20-AMPERE REGEPTAGLE OUTLETS SHALL BE LISTED TAMPER-RE515TANT REGEPTAGLES PER GEG 406.1I. 8.ALL BRANGH GIRGUITS THAT SUPPLY 120-VOLT,SIN6LE PHASE,I5-AND 20-AMPERE OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS,DININ6 ROOMS,LIVIN6 ROOMS,PARLORS,LIBRARIES,DENS,SEDROOMS, SUNROOMS,REGREATION ROOMS,GLOSETS,HALLWAYS,OR SIMILAR RDOMS OR AREAS SHALL BE ARG-FAULT GIRGUIT INTERRUPTER(AFGU PROTEGTED PER GEG 210.12(B). G.(N)TOILETS SHALL HAVE A MAX.OF 1.28 6ALLON/FLUSFi,SHON�R HEAD TO HAVE A MAX FLOW OF 2.5 6PM,AND FAUGETS TO HAVE A MAX FLOW OF�.2GPM PER GPG 40�.2. D.SPEGIFY THAT A NON-REMOVABLE BAGKFLOW PREVENTION DEVIGE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS.GPG 603.4.1. E. PLUMBING VENTS TO BA A MINIMUM O�10 FEET AWAY FROM,OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS,WINDOIWDOOR AND AIR INTAKE. 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GGE SGALE: AS SHONAI SHEET TITLE PARTIAL VIEW OF NEIGHBORIN6 HOMES/SEGTIOFIS SHEET OF A5.0 19 4 � 0 � � � � � � 0 � � � 0 � 0 � 0 � r-----------------------------------------------------------------------� � �-------� 1 I � I � I � I � I � I � I I � � I --------------------------------------------------------- � I 4:12 � 1 i � I I � I i � I I � I i � I i � I � � ry 4:1� ry i � I I I � � i b I i I i � I � � I � � I i � I i � I i--- � I � � � I i � � i 4:12 � I I I � � I � I I I 4:12 � I i � I I I I � I � � I i � �---------------------��--�\--------�\--------------------- � � i � � � I I � I � I ry I I � I I I I �� a'� I � 4:�2 a� ��__ _________________J � 0 , , � o � � � � r� _ - i�00� i�L�N NO�TT"I SGALE: I/4"=I'-O" � Appii��i�i�� M Ap�lication��'�—�i�-�� Approval �ate� �:��- _� Signature� --�---- (Case Managerl r-� 0000 NOTES QI (W ROOF GOMPOSITION TO MATGH EXISTING O2 29 GA GALVANIZED SHEET METAL GUTTERS(PAINTED) O3 DOWN SPOUT,GALVANIZED SHEET METAL O4 VENTS�EAVES Q (W SUN TUNNEL e A4 A Q6 LOW PROFILE DORMER VENT �ENTS (� I st L��EL ROO�) Q=VENTING OF A1TIG SPAGE GALGULAT�ON: AREA OF ATTIG=544.42 SQ.FT. 544/I50=3.63 SQ.FT. 3.63x144=522.'i5 523/2=261.50 SQ.IN.�EAVE 50%VENTIN6 AGHIEVED BY THE LOW PROFILE DORMER VENTS AT A+iEI6HT OF ABOVE 3'FROM THE EAVE AT EAVE: 32 BLOGKS WITH 3 HOLES OF 2"�6 EAGH BLOGK HAS 9.42 SGi.IN. 32 x 9.42=301.44 SQ.IN. TOTAL VENT AREA PROVIDED� 261.50+301.44=562.94 SGi.IN.>522.'TS SQ.IN.(IN GOMPLIANGE) W-I-G BEDROOM 3 (EJ GARAGE EXISTIN6 GONDITIONS IN THIS AREA TO REMAIN BEDROOM 4 HALLWAY � - - -- - - - - - � I I I I I I �O� OPFIGE L7�1:S�►1 �cI sru FAMILY ROOM a � O N � DINING ROOM a � 0 N LIVING ROOM �I izST L��L R��L�GT�D G�I L I NG / �L�GTi�I G�L i�L�4N SGALE: I/4•_��_O" PROV I DE GA5 L I N� NOTES GABINET MANUFAGIIJRER TO VERIFY DIMENSIONS AT SITE BEFORE FABRIGATING GABINETS.SUBMIT SHOP DRAWINGS TO OWNER AS REQUIRED. GONTRAGTOR TO GOORDINATE WITH OWNER f GABINET MANUFAGTURER FOR SELEGTION OP ALL FINISHES, HARDWARE AND INSTALLATIONS. SMOKE DETEGTORS SHALL REGEIVE THEIR PRIMARY POY�R FROM THE BUILDIN6 WIRING WHEN SUGH WIRIN6 IS SEftVED FROM A GOMMERG�AI-`-+�URGE AND SHALL SE EQUIPPED WITH A HAT'iERY BAGKUP. THE DETEGTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. HVAG SYSTEM SHALL BE DESIGNED AND INSTALLED AGCARDIN6 TO AGGA MANUAL J t D. 2.USE MASTIG ON ALL.DUGT JOINTS AND SEAMS. 3.INSTALL FIIGH EFFIGIENGY HVAG FILTER(MERV b+). 4.PF20TEGT DUGTS DURIN6 CAhlSTRUGTION AND GLEAN ALL DUGTS BEFORE OGGUPANGY. -ANY NEW AIR DUGTS PENETRATING SEPARATION N1ALL OR GEILING SETWEEN GARAGE AND LIVING AREA SHALL BE 26GA(MINJ PER GRG SEGTION R302.5.2 -TERMINATION OF ALL ENVIRONMENTAL AIR DUGTS SHALL BE A MINIMUM OF 3 FEET FROM ANY OPENING INTO THE BUILDING(l,e.,DRYERS,BATH AND UTILI7Y FANS,ETG.,MUST BE 3 PEET AWAY FROM DOORS, WINDOWS,OPENING SKYLIGHTS OR ATTIG VENTS.GMG 504.5 NOTE: GARBON MONOXIDE DEVIGES MUST 6E APPROVED,4ND L I STED SY THE STATE FIRE MARSHAL AND THAT EVIDENGE OF APPROVAL AND LISTIN6 MUST BE PROVIDED TO THE TOWN BUILDING INSPEGTOR,PRIOR TO INSTALLATION,GRG SEGTION RI35.1.4 v v v v v v v v v v v v v v v v v v v v � PLUMBING NOT�S: A.WATER GLOSETS SHALL HAVE AN AVERA6E WATER GONSUMPTION OF NOT MORE T+iAN 1.28 GALLONS PER FLUSH.(GALGREEN 4.303.1.1) B.SHOV�R FfEADS SHALL HAVE A NtATER FLOW NOT TO EXGEED 2.0 GALLONS PER MIMITE.(GALGREEN 4.303.1.� G.THE MAXIMUM FLAW RATE OF RESIDENTIAL LAVATORY FAUGETS SHALL NOT EXGEED 1.8 GALLONS PER MINUTE AT 60 pei.(GALGREEN 4.303.1.4.4) D.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUGETS SFfALL NOT EXGEED I.5 6ALON5 PER MINUTE AT 60 pel.(GALGREEN 4.303.1.4.0 OUTDOORS IN A Y`IET LOGATION SHALL FIAVE AN ENGLOSURE THAT IS NEATHERPROOF YVkETHER OR NOT THE Al7',4GhtMENT f'LW GAP IS INSERTED.(GEG 406.8(B)(I)). S�GOND L�YEL fi��L�GT�D G�I L I NC� / �LEGTi�I G�L PL�N SGALE: I/4•_��-O" NOTE� A.A MINIhA1M OF TWO 20 AMP SMALL APPLIANGES BRANGH GIRGUITS SHALL BE PROVIDED FOR ALL REGEPTAGLE OUTLETS IN TIiE KITGF�N,DININ6 ROOM, PANTRY,OR OTHER 51MILAR AREAS.(GEG 210.11(GXI)). 8.AT LEAST ONE 20 AMP BRANGH GIRGUIT SHALL BE PROVIDED TO SUPPLY LAUNDRY REGEPTAGLE OUTLETS.SUGH GIRGUITS SHALL HAVE NO OTIiER OUTLETS.(GEG 210.11(G)(7a). G.ATLEAST ONE 20 AMP BRANG+i GIRGUIT SHALL BE PROVIDED TO SUPPLY BATHROOM REGEPfAGLE OU'TL.ETS.SUGH GIRGUITS SHALL tiAVE NO OTHER OUTLETS.(GEG 210.11(G)(3)). D.ALL REGEPTAGLES IN BATHROOMS,6ARAGES, P.GGESSORY BUILDINGS,OUTDOORS,GRAWL SPAGES, UNFINISHED BASETIENTS,KITGHENS(WHERE REGEPTAGLES SERVE GOUNTER TOP SURFAGES), LAUNDRY,UTILIT`f,WET BAR SINKS(WITHIN b FE�ET OF TF�EDGES OF THE SINYJ,SHALL HAVE GROUND-FAULT GIRGUIT INTERRUPTER(GFGU PROTEGTION.(GEG 210.8). 3.ALL FIXTURES GALLED OUT AS SURFAGE MDUNTED SHALL BE SEGURELY ATTAGHED TO THE BUILDING STRllGTUF2E WITHOUT EXGEPTION. 4.MOUNT BOXES TO SUILDIN6 STRUGIURE WITH SUPPORTING FAGILITIES INDEPENDENT OF RAGEWAYS ENTERING OR LEAVING BOXES.SET BOXES SQUARE AND TRUE WITH BUILDING FINISH. 5.ALL WALL SWITFiES SHALL BE MOUNTED AT A MAX.OF 48"ABOVE FINISHED FLOOR,UNLE55 OTHERWISE NOTED.ALL REGEPTAGLES SHALL BE MOUNTED AT A MIN.I5"ABOVE�INISHED FLOOR UNLE55 OTHERWISE NOTED. b.GONTRAGTOR SHALL CAORDINATE WITH OWNER EXAGT LOGATION AND HEIGHT PRIOR TO ROUGH-IN. 1.REGEPTAGLE ELEVATION i5 MINIhA1M IS"GENTER AFF FOR OUTLETS OF GKT'S OF 30 AMPERES OR LE55. 8.ALL SWITGHES TO SE GROUh1DED 1YPE. USE APPLIGASLE NOTES I) BATHROOM MUST SE ON DEDIGATED GIRGUITE. 2)KITG1iEN MUST SE ON DEDIGATED URGUIT. 3)BEDROOM MUST SE EQUIPPED WITH ARG-FAULT INTERRllPTER 4)MEGHANIGAL GONTRAGTOR TO PROVIDE FURNAGE AND HVAG GALGULATIONS 5)ANTI SGALED VALVE MUST BE INSTALLED IN THE NEW SHONlEWBATFI b)NO PLASTIG PLUMBING TO BE INSTALLED IN THE INTERIOR OF THE HOUSE LIGFiTINb:(MANDATORY MEA� 5) KITGHEN�AT LEAST HALF OF WATfAGE MUST BE HIGH PFFIGAGY HIGH EFFIGAGY AN NON-HIGH EFFIGAGY MUST BE GONTROLLED SEPARATELY. BEDROOM:HIGH E�FIGP.GY OR MANUAL ON OGGUPANT SENSOR OR DIMMER SWITGH GON?ROLLED IF NON-HIGH EFFIGAGY KITGHEN LIGHTING AT LEAST 505K OF THE TOTAL RATED WATTAGE OP INSTALLED LUMINARIES IN KITGHEN MUST BE IN LUMINARIES THAT ARE HIGH EFFIGAGY WMINARIES AS DEFINED IN TASLE I50-G.LUMINARIES THRT ARE NOT HIGH EFFIGAGY MUST SE SWITGFIED SEPARP.TELY. LUMINAIRE TYPE HI6H �,�5 QUANTITY H�� OTHER EFFIGAFY 7 EFFIGAGY y,�,q� YVATTS _I-PLUORESGENT y�SQNp❑ 13 3 'A .2-FLUORESGENT ��'NOn 13 5 65 TOTAL A�104TOTAL B�45 GOMPLI£5 IF A>B YES�Np� TYPIGAL ?�PPLIf�NGE WATT/�GE,VOLT,4GE, WIRE 51ZE f�ND BREAKER WAD KITGHEN RANGE RAN6E(DSL.OVEhU BULT-IN OVEN RAN6E TOP DISHNIASHER WASTE D15POSAL CAFFEE M.4KER EXHAUST FAN KITGHEN REGEPTAGLES REfRIGEi2ATOR FR�ZER LAUNDRY YVASIiER DRYER HULT-IN IRDN WhTER HEATB2 YW4TT1 A6E I VOLTS I SIZE(WC•OPPEW I GBREAKER �� I pD0 5p00 6,800 I�00 300 I� 300 1,420 eoo 350 120/240 3 NO.b 120/240 3 NO.4 120/240 3 NO.10 120/240 3 NO.H 120 2 NO.I� 120 2 NO.12 120 2 NO.12 �20 2 NO.12 120 2 NO.12 �20 2 NO.12 120 �NO.12 1�00 I 120 I 2 NO.12 SpDO 120/240 2 NO.lo I R700 120 2 NO.12 Sp00 �40 2 NO.10 GoMM�NTS SOA-2P DIREGT TO SERVIGE ENTRANGE 'fOA-2P DIREGT TO SB2VIGE ENTRANGE 30A-2P DIREGT TO SERVIGE ENTRANGE 40A-2P DIREGT TO SERVIGE ENTRANGE 20A-IP S�ARATE GIRLUIT 20A-IP GOt�I�WITH DISWNASHER 20A-IP KITG4gN REGEP.GIRC.UIT 20A-IP CAN�II�WITH LIbHTHINb GRGUIT 20A-IP MIN.TWO GIRGUITS 120/240 3-WIRE 20A-IP SEPARATE GIRGUIT �OA-�P SEPARATE GIRGUIT 20A-IP I SEPARATE GIRGUIT 30A-�P DIREGT TO�aERVIGE ETI7RAGE 20A-IP LAUNDRY GIRGUIT 30-40A-2P SEPARATE GIRGUIT EXISTING WATER SERVIGE 15 SUFFIGIENT FOR NEW ADDITIOWGONVERSIDN EXISTIN6 ELEGTRIGAL SERVIGE IS SUFPIUENT FOR NEW ADDITIOWGONVERSION TYPIGAL RESIDENTI�4L PANEL L,4YOUT LIbHTINb LIVINb RDOM- BATHROOM LIGHTINb- BATf1RODM OUTLETS BEDROOM q1TL.ETS KITGHEN APPLIANGES KITGHEhI pppLIANGES KITGFgN OVrLETS KITGF�N LIbHTINb i t ��p�IC�l��a E` �f� Appiic�tion��,��--� Appro�ai Da�� g�9 ,�_�., Signature_� _ -- �Case Manager) -� hTE'�ER MAIN GIRGUIT ��R SERVIGE GA 200 AMP 15� 20A 20A 15A � 20A 15A m m 20A 20A m m 90A �SA m m SOA 20A m m 20A 20A m m ISA 20A m m 20A ISA m m SOA GIRGUIT SREAKER PANEI_ bARAbE OUTLETS - bARA6E EQUIPM�JT - U1'ILITY/LAUNDRY ROOM DISHWASHER OVEWRAN6E UTILITY RDOM ��HEATER PERMANENTLY LP.BEL EAGFi DISGONNEGT AS TO WHIGH BREAKER IS ASSI6NED TO. GENERAL NOTES� I. ELEGTRIGAL GONTRAGTOR SHALL VISIT J08 SITE AND THOROUGHLY EXAMINE ALL EXISTING GONDITIONS NlHIGH MAY AFFEGT HI5 WORK PRIOR TO SUBMITTING BID.HE SHALL VERIFY ALL ELEGTRIGAL WORK SHOWN AND SHALL INGLUDE ALL NEGESSARY LABOR AND MATERIALS iN HIS PROPOSAL TO GONNEGT SERVIGES AND UGHTING GIRGUITS TO PROVIDE FULLY OPERATIONAL SYSTEMS.ANY DISGREPANGIES NOTED SHALL BE REPORTED TO THE DE5IGNER/OWNER PRIOR TO 2.GONTRAGTOR TO PROVIDE ALL MATERIALS AND LABOR FOR A GOMPLETE AND OPERABLE SYSTEM. 3.TEST ALL ELEGTRIGAL SYSTEMS AS A WHOLE AT GOMPLETION OF WORK TO THE SATISFAGTION OF THE OWNER. 4.GOORDINATE ALL WORK WITH OTi-IER TRADES FOR THE EXTENT OF WORK AND OTHER TEGHNIGAL REQUIREMENTS. 5.VERIFY EXISTING GONDITIONS IN THE PIELD.INSTALL NEW WORK WITH MINIMUM INTERFERENGE. 6.ALL WORK PERFORMED SHALL GOMPLY WITH THE 2013 GALI�ORNIA ELEGTR�GAL GODE AND ALL OTHER APPUGABLE LOGAL CADPS STANDARDS. "T.ALL ELPGTRIGAL EQUIPMENT AND DEVIGES ARE TO BE NEW AND 6EAR UNDERYVRITERS LABORATORY L4BEL NL� 8.ALL PENETRATIONS OF FIRE RATED GONSTRUGTION SHALL GOMPLY WITH 2O13 GBG REQUIREMENTS. 4.ALL GROUNDING FOR ANY PURPOSE SHALL BE DONE IN STRIGT CAMPLIANGE WITH ARTIGLE#250 OF THE NATIONAL ELEGTRIGAL GODE M.E.GJ 10.ALL GONDUIT SHALL BE GONGEALED.MINIMUM SIZE SHALL BE I/2" TRADE SIZE.ENT SHALL BE USED IN M1N6 GEILINGS AND NON-MASONRY WAI_L5.INSTALLATION OF ALL FLEXIBLE METAL GONDUIT SHALL BE IN AGGORDANGE WITH NEG-350.CANDUIT PENETRATIONS FROM OUTSIDE WALLS SHALL BE WATERPROOFED. II.ALL SRANGH GIRGUITS THAt SUPPLY OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS,DINING RDOMS,LIYIN6 ROOMS,PARLORS,LIBRARIES,DENS, BEDRDOMS,SUNRDOMS,REGREATIONS ROOMS,GLOSET,HALLWAYS,OR SIMILAR ROOMS OR AREAS SHALL SE PROTEGTED BY AN ARG-FAULT GIRGUIT INTERRUPTER.GEG 210.12(B) 12.ALL OUTLETS SHALL BE TAMPERED RESISTANT IN ALL 125 VOLTS,IS AND 20 AMP REGEPTAGLES FOR ALL AREAS OF SINGLE�AMILY HOME (EXTERIOR TDO),PER SEGTION 406.11 AND 210.52 OF 2013 GEG. 13.KITGHEN HOOD SHALL HAVE A MIN.100 GFM EXHAUST RATE,AND HOOD TO HAVE BAGKDRAFT DAMPER. IF HOOD�5 PART OF INTERMITfENT WIiOLE HOUSE PAN VENTILATION SYSTEM PER ASHRAE 622,MAX.SOUND RATING OF 3-SONES IS ALLOlNED AT 100 GFM.PER ASHRAE 622 AND 2013 ENERGY GODP. 14.Gfm=O.OI(1935 Sc�Pt)=19.35 Gfm='TS(3 Badrooms)=2�.5 Total Gfm=14.35+22S=41.85 per ASHRAE 62.2 and 2013 Energy Gode I5.BATHFZOOM FANS SHALL HAVE A MIN.50 GFM EXHAUST RATE,AND FAN TO HAVE A SAGKDRAFT DAMPER.IF PAN IS PART OF INTERMI'T7ENT WHOLE HOUSE FAN VENTILATION SYSTEM PER ASHRAE 62.2,MAX.SOUND RATING OF 3-SOMES IS ALLO�^IED AT 100 GFM.,PER ASHRAE 6�.�AND 2013 ENERGY GODE. Ib.ARG-FAULT URGUIT INTERRUPTER IS REQUIRED TD SERVE ALL RDOMS EXGEPT 6ARAGES,KITGHEFiS,AND SATHROOMS.PARLORS AND GLOSETS REQUIRES AFGI PER SEGTION 210.12(8)OF 2013 GEG. PRODlJGTSs I.ALL GONDUGTORS ARE TD BE GOPPER W�TH 1YPE THHN INSULATION. PROVIDE QUALITY WIRES AS REQUIRED.U5E#I�AWG MIN.U.O.N. 2.ALL ELEGTRIGAL DISTRISUTION AND OVPR GURRENT PROTEGTION EQUIPMENT MUST MEET OR EXGEED THE MINIMUM SHORT GIRGUIT GURRENT RATINb GALGULATED BASED UPON THE AGTVAL RATING SUPPLIED BY THE UTILITIES. 3.TELEPHONE GONDUIT SHALL BE MIN.OF 3/4"GONDUIT POR SINGLE SINGLE OUTLETS AND MIN.I'GONDUIT FOR DUAL(2)OUTLETS WITH A MAXIMUM OF 2 OUTLETS PER RUN. 4.ALL WIRING DEYIGES SHALL$E SPEGIF�GATION 6RADE AS MANUFAGTURED BY HUBBELL,SIERRA OR LEVITON. EXEGUTION: I.WHERE 6RC)UPED TO6ETHER,INSTALL TELEPHONE AND ELEGTRIGAL WALL DEVIGES AT b"GENTER TO GENTER,U.D.N. 2.FOR OUTLETS INDIGATED AT SPEGIAL MOUNTING HEI6HT5,THE HEIGHT DIMENSION IS MEASURED FROM THE FINISH FLOOR TO THE GENTERLINE OF THE OUTLET MEASUFZED VERTIGALLY. W-I-G BEDROOM 3 (E�GARAGE EXISTING GONDITIONS IN Ti-IIS AREA TO REMAIN BEDROOM 4 HALLlNAY � - - - - - - - - - � I I I ' I I TG �I �ru PAMILY RDOM P � � 0 � � DINING ROOM � O J N LIVING ROOM OFFIGE �I i�ST L��L i��L�GT�D GE I L I NG / �L�GTi�I G�L PL?�N SGALE: I/4•_��-O• PROV I DE GP�S L I NE NOTES GASINET MANUFAGTURER TO VERIFY DIMEN510N5 AT SITE SEFORE FABRIGATING GABINETS.SUBMIT SHOP DRAWINGS TO OWNER AS REQUIRED. GONTRAGTOR TO GOORDINATE WITH OWNER d GABINET MAMJFAGTI/RER FOR SELPGTION OF ALL FINISHES, HARDWARE AND INSTALLATIONS. SMOKE DETEGTORS SHALL REGEIVE THEIR PRIMARY POWER FROM THE BUILDIN6 V'rIRIN6 WHEN SUGFf WIRING IS SERVED FROM A GOMMERG�AL SOURGE AND SHALL BE EQUIPPED WITH A BATTERY BAGKUP. THE DETEGTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. HVAG SYSTEM SHALL BE DE516NED AND INSTALLED AGGORDING TO AGGA MANUAL J d D. 2.USE MASTIG ON ALL DUGT JOINTS AND SEAMS. 3.INSTALL HIGH EFFIGIENGY HVAG FILTER(MERV b+). 4.PROTEGT DUGTS DURING GONSTRUGTION AND GLEAN ALL DUGTS BEfORE OGGUPANGY. MEGHANIGAL NOTES -ANY NEW AIR DUGTS PENETRATING SEPARATION WALL OR GEILING BETWEEN GARAGE AND LIVING AREA SHALL BE 26GA(MINj PER GRG SEGTION R302.5.2 -TERMINATION OF ALL ENVIRONMENTAL AIR DUGTS SHALL BE A MINIMUM OF 3 FEET FROM ANY OPENING INTO THE BUILDING(I,e.,DRYERS,BATH AND UTILIiY FANS,PTG.,MUST BE 3 FEET AWAY FROM DOORS, WINDOYrS,OPENING SKYLIGHTS OR ATTIG VENTS.GMG 504.5 NOTE: GARBON MONOXIDE DEVIGES MUST BE APPROVED AND LISTED BY THE STATE FIRE MARSHAL AND T}IAT EVIDENGE OF APPROVAL AND LISTING MUST BE PROVIDPD TO T1iE TOWN HUILDING INSPEGTOR,PRIOR TO INSTALLATION,GRG SEGTION RI35.1.4 v v v v v v v v v v v v v v v v v v v v� PLUMBING NOTES: A.WATER GLOSETS SHALL HAVE AN AVERAGE WATER CANSUMPTION OF NOT MORE THAN 1.2b 6ALLONS PER PLUSH.lGAL6REEN 4.303.1.1) S.SHOINER HEADS SHALL HAVE A lNATER FLOW NOT TO EXGEED 2.0 6ALLONS PER MINUTE.(GRLGREEN 4.303.1.� G.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY PAUGETS SHALL NOT PJCGEED I.b 6ALLONS PER MINUTE AT 60 psi.(GALGREEN 4.303.1.4.4) D.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUGETS SHALL NOT EXGEED IS 6ALON5 PER MINViE AT 60 peL(GALGREEN 4.303.1.4.0 - - - - - - - - - - - - - - - OUTDOORS IN A WET LOGATION SHAL1 HAVE AN ENGLOSURE THAT IS Y�ATHERPROOF WF�THER OR NOT i1iE ATTAGFfMENT PLW GAP IS INSERTED.(GEG 406.8(B)(I)). S�GO�ID L��L R��L�GT�D G�I L I NG / �LEGTRI G�L PL�4N SGALE: I/4`=I'-0" �NOTE: A.A MININUM OF TWO�D AMP SMALL APPLIANGES BRANGH GIRC.UITS SHALL 6E PROVIDED FOR ALL REGEPTAGLE OUTLETS IN T4i�KITGHEN,DININ6 ROOM, 'PANTRY,OR OTHER SIMILAR AREAS.(GEG 210.11(G)(I)). 'B.AT LEAST ONE 20 AMP BRANGFI GIRf.U1T SHALL BE PkOVIDED TO SUPPI.Y LAUNDRY REGEPTAGLP 'OUTLETS.SUGH GIRGUITS SHALL HAVE NO OTHER ,OUTLETS.(GEG 210.11(G)(]�). G.ATLEAST ONE 20 AMP BRANGH GIRGUIT SHALL BE PROVIDED TO.�UPPLY BATHROOM REGEPTAGLE ,OUTLETS.SUGH GIRGUITS SHALL HAVE NO OTHER OUTLETS.(GEG 210.11(G)(3)). D.ALL REGEPTAGLES IN BATHROOMS,bARAGES, ,AGGESSORY BUILDIN65,OUTDOOt25,GRAWI_SPAGES, UNFINISHED SASEMENTS,KITGh�NS(WHERE �REGPPTAGLES SERVE CAUNTER TOP SU2PAGE5), LAUNDRY,UTILITY,Y�T BAR SINKS(WITHIN b FEET OF THE ED6E5 OF THE SINIU,SHALL HAVE GROUND-FWJLT GIRGUIT INTERRUPTER(6FGU PROTEGTION.(GEG 210.8). �$ �5��f.,� � E! �i��)�i�?�,�,!.��si r t . -y �� li�a�ia�°� ,�pprava� ��e� Signatur�s� (Case Manager; %' 3.ALL FIXTURES GALLED OUT AS SURFAGE MOUNTED SHALL SE SEGURELY ATTAGFIED TO THE HUILDING STRUG7URE WITHOUT EXGEPTIDN. 4.MOVNT BOXES TO BUILDING STRUGTURE WITH SUPPORTING FAGILITIES INDEPENDENT OF RAGEWAYS ENTERING OR LEAVING BOXES.SET BOXES SQUARE AND TRUE WITH BUILDIN6 FINISH. 5.ALL WALL SWITHES SHALL BE MOUNTED AT A MAX.OF 48"ABOVE FINISHED FLOOR,UNLE55 OTHERiNISE NOTED.ALL REGEPTAGLES SFfALL BE MOUNTED AT A MIN.IS"ABOVE FINISHED FLOOR UNLE55 OTHERWISE NOTED. 6.GONTRAGTOR SHALL GOORDINATE WITfi OWNER EXAGT LOGATION AND HEIGHT PRIOR TO ROUGH-IN. i.REGEPTAGLE ELEVATION IS MINIMUM 15'GENTER AFF FOR OUTLETS OF GKT'S OF 30 AMPERES OR LE55. 8.ALL SWITGHES TO BE GROUNDED TYPE. USE APPLIGABLE NOTES U BATHROOM MU5T BE ON DEDIGATED URGUITE. 2)KITGHEN MUST SE ON DPDIGATED GIRGUIT. 3)BEDROOM MUST BE EQUIPPED WITH ARG-FAULT INTERRUPTER 4)MEGHANIGAL GONTRAGTOR TO PROVIDE PURFlAGE AND HVAG GALGULATIONS 5)ANTI SGALED VALVE MUST BE INSTALLED IN THE NEW SHOWERBATH 6)NO PLASTIG PLUMBING TO BE INSTALLED IN THE INTERIOR OF THE HOUSE LIGHTING:(MANDATORY MEASURES) KITGHEN:AT LEAST HALF OF WATTAGE MUST BE HIGH EFFIGAGY HIGH EFPIGAGY AN NON-HIGH EFPIGAGY MUST 8E CAN7ROLLED SEPARATEI.Y. SEDROOM:HIGH EFFIGAGY OR MANUAL ON OGGUPANT SENSOR OR DIMMER SWITGH GONTROLLED IF NON-HIGH EFFIGAGY KITGHEN LIGHTING AT LEAST 5055 OF THE TOTAL RATED NlATTAGE OF IN5T,4LLED LUMINARIES IN KITGHEN MUST BE IN LUMINARIES THAT ARE IiI6H EFFIG,4GY LUMINARIES AS DEPINED IN TABLE I50-G.LUMINARIES THAT ARE NOT HI6H EPFIGAGY hAJST BE SWITGHED SEPARATELY. LUMINAIRE TYPE EPFI�GAFY? WATTS QUANTIT( �FFIGAGY OTHER WATTS iNATTS _I-FLUORESGEN7 ��N..�I 13 3 Sq '•'LJ "��F��T YES�NO� 13 5 65 '�y YES�NO� 15 3 45 TOTAL A:104TOTAL B�45 GOMPLIES IF A>B YES�Np� TYP I Gf�L APPL I?.NG� W,4TT�4GE, �/OLTf�GE, W I RE S I ZE AND BREAKER �� KITGHEN RAN6E RAN6E(DBI..OVEI�U BU1.T-IN OVEN w�e roP DISITY�lASHER NW57E DISPOSAL U�FFEE MAKER EXHAUST PAN KITGF�N REGEPTAGLES REFWbERATOR FREEZER LAUNDRY WASFIER �� BULT-IN IRON Y1P.TER HEP.TER ri,�iTTI E I VOLTS I SIZE(�GOPPERI I BREAKER I GOMh�NT'S I�,000 120/240 3 NO.b 21A00 I�O/240 3 NO.4 Sp00 120/240 3 NO.10 b� i�onao s rro.a �� 120 2 NO.I2 �0 120 2 NO.12 I� 120 2 NO.12 '�0 120 2 NO.12 1,920 120 2 NO.12 '-+O0 120 2 NO.12 3`� 120 2 NO.12 I�00 1�0 �NO.I� s,000 ��onao �r+o.io I p00 120 2 NO.12 5A00 240 2 NO.10 50A-2P DIREGT TO 5ERVIGE ENTRANGE '10A-2P DIREGT TO SERVIGE BJTRANGE 30A-2P DIREGT TO SERVIGE ENTRANGE 40A-2P DIREGT TO SERVIGE EN'TRANGE 20A-IP SH'ARATE GIRGUIT 20A-IP GOhBINE WITH DISFNNASF�R 20A-IP KITGHEN REGEP.URGUIT 20A-IP GOt�lt�WITH LI6HTHIN6 GIRGUIT 20A-IP MIN.TWO GIRGUITS I�O/240 3-WIRE 20A-IP SEPARATE GIRGUIT 20A-IP SET'ARATE GIRGUIT 20A-IP I S�ARATE GIRGUIT 30A-�P DIREGT TO SERVIGE ENTRAGE �OA-IP LAIRJDR'(GIRGUIT 30-40A-2P SEPARATE GIRGUIT EXISTING WATER SERVIGE 15 SUFFIGIENT FOR NEW ADDITIOWGOM/ERSION EXISTIN6 PLEGTRIGAL SERVIGE IS SUFFIGIENT FOR NEW ADDITIOWCANVERSION TYPIGAL RESIDENTIAL P�.NEL L,4YOUT LIbHTIN6 LIVINb ROOM- 6ATMIRpOM LI6H'rlNb- SATHROOM dJTLETS BEDRDOM OV�LEI'S K�TGF�N APPLIANG KITGHEN APPLIANGES KITGFgN OUTLETS KITGHEN LI6HTIN6�� `/l�/.-- F41'ER MAIN GIRGUIT BREAKER 5ERVIGE 200 AMP i5� 20A i�n � ISA mm 20A m m m m I5A mm _ m m �OA m m ; 20A m m I! 20A m m m m ISA mm GIRGUIT BREAKER PANEL bARAFsE OV!'LETS - 6ARA6E EQUIPh�NT - UTILITYMd/NDKY RDOM DISITY�ASF�R OVEWRANbE UTILITY ROOM ��r-�F�AI'ER PERMAFlENTLY LASEL EAGH DISGONNEGT AS TO WHIGH BREAKER IS PSSIGNED TO. GENERAL NOTES: I. ELEGTRIGAL GONTRAGTOR SHALL VISIT JOB SITE AND THOROUGFILY EXAMINE ALL EXISTING GONDITIONS WHIGH MAY AFFEGT HIS WORK PRIDR TO SUBMITTING SID.HE SHALL VERIFY ALL ELEGTRIGAL WORK SHOWN AND SFfALL INGLUDE ALL NEGESSARY LABOR AND MATERIALS IN+115 PROPOSAL TO CANNEGT SERVIGES AND LIGHTING GIRGUITS TO PROVIDE FULLY OPERATIDNAL SYSTEMS.ANY DISGREPANGIES NOTED SHALL BE REPORTED TO THE DESIGNER/OWNER PF210R TO 2.GONTRAGTOR TO PROVIDE ALL MATERIALS AND LABOR FOR A GOMPLETE AND OPERASLE SYSTEM. 3.TEST ALL ELEGTRIGAL SYSTEMS AS A WHOLE AT GOMPLETION OF WORK TO THE SATISFAGTION OF THE OWNER. 4.GOORDINATE ALL WORK WITFi OTHER iRP.DES FOR THE EXTENT OF WORK AND OTHER TEGHNIGAL REQUIREMENTS. 5.VERIFY EXISTING GONDITIONS IN THE FIELD.INSTALL NEW WORK WITH MINIMUM INTERFERENGE. 6.ALL WORK PERFORMED SHALL GOMPLY WITH THE 2013 GALIFORNIA ELEGTRIGAL GODE AND ALL OTHER APPLIGABLE LOGAL GODES STANDARDS. 'T.ALL ELEGTRIGAL EQUIPMENT AND DEVIGES ARE TO BE NEW AND BEAR UNDERiNRITER'S LABORATORY LASEL NLj 8.ALL PENETRATIONS OF FIRE RATED CANSTRUGTION SHALL GOMPLY WITi-I 2013 GBG REQUIREMENTS. 9.ALL GROUNDING FOR ANY PURPOSE SHALL BE DONE IN STRIGT GOMPLIANGE WITH ARTIGLE�250 OF THE NATIONAL ELEGTRIGAL GODE(N.E.G j 10.ALL GONDUIT SHALL BE GONGEALED.MININAIM SIZE SHALL BE I/2" TRADE SIZE.ENT SHALL BE USED IN HUNG GEILINGS AND NON-MASONRY WALLS.IFISTALLATION OF ALL FLEXIBLE METAL CANDU�T SHALL BE IN AGGORDANGE WITH NEG-350.CANDUIT PENETRATIONS FROM OUTSIDE WALLS SHALL BE WATERPROOPED. II.ALL SRANGFI GIRGUITS THAT SUPPLY OUTLETS INSTALLED IN DN�ELLING UNIT FAMILY RDOMS,DININ6 ROOMS,LIVING ROOMS,PARLORS,LIBRARIES,DENS, BEDRDOMS,SUNRDOMS,REGREATtONS ROOMS,GLOSET,HALLWAYS,OR SIMILAR ROOMS OR AREAS SHALL BE PROTEGTED BY AN ARG-FAULT GIRGUIT INTERRUPTER.GEG 210.12(B) 12.ALL OUTLETS SHALL BE TAMPERED RESISTANT IN ALL 125 VOLTS,I5 AND 20 AMP REGEPTAGLES POR ALL AREAS OF SINGLE FAMILY HOME (EXTERIOR TOO),PER SEGTION 406.11 AND 210.52 OF 2013 GEG. 13.KITGHEN HOOD SHALL FiAVE A MIN.100 G�M EXHAUST RATE,AND HOOD TO HAVE BAGKDRAFT DAMPER. IF HOOD IS PART OF�NTERMITTENT WHOLE HOUSE PAN VENTILATION SYSTEM PER ASHRAE 62.2,MAX.SOUND RATIN6 OF 3-SONES IS ALLOWED AT 100 GFM.PER ASHRAE 62,2 AND 2013 EhlERGY GODE. 14.Gfm=O.OI(1935 Sqft)=19.35 Gfm=�,5(3 Bec6-ooms)=22.5 Total GPm=19.35+22S=41.85 par ASHRAE b��and 20i3 Ensrgy Gode I5.BATHROOM FANS SHALL HAVE A MIN.50 GFM EXHAUST RATE,AND FAN TO HAVE A BAGKDRAFT DAMPER.IF FAN IS PART OF INTERMIiTENT WHOLE HOUSE FAN VENTILATION SYSTEM PER ASHRAE 6�.2,MAX.SOUND RATIN6 OF 3-SONES IS ALLOWED AT 100 GPNt.,PER ASHRAE 6�2 AND�013 ENERGY GODE. �6.ARG-FAULT GIRGUIT INTERRllPTER IS REQUIRED TO SERVE ALL ROOMS EXGEPT 6ARAGES,KITGHPNS,AND BATHROOMS.PARLORS AND GLOSETS REQVIRES AFGI PER SEGTION 210.1�(S)OF 2013 GEG. PRODUGTS� I.ALL CANDUGTORS ARE TO BE GOPPER WIT+i TfPE THHN INSULATIDN. �rzovi�au,�,urr wi�s P,s�auiRm.use�i�nw�MiN.u.o.N. 2.ALL ELEGTRIGAL DISTRI9UTION AND OVER GUZRENT PROTEGTION EQUIPMENT MUST MEET OR EXGEED THE MINIMUh1 SHORT GIRGUIT GURRENT RATING GALGULATED BASED UPON THE AGlVAL RATING SUPPLIED SY THE UTILITIES. 3.TELEPHONE CANDUIT SHALL SE MIN.OF 3/4"CANDUIT FOR SIN6LE SINGLE OUTLETS AND MIN.I"GONDUIT FOR DUAL(2)OUTLETS WITti A MAXIMUM OF 2 OU'fLETS PER RUN. 4.ALL WIRING DEVIGES SHALL BE SPEGIFIGATION GRADE AS MANUFAGTURED BY HUBBPLL,SIERRA OR LEVITON. EXEGUTION: I.WHERE 6ROUPED TO6ETHER,INSTALL TELEPHONE AND ELEGTRIGAL WALL DEVIGES AT b"GENTER TO GEh1TER,U.O.N. 2.FOR OVTLETS INDIGATED AT SPEGIAL MOUNTING HEIGHTS,THE HEIGHT DIMENSION IS MEASURED FROM THE FINISH FLODR TO THE GENTERL�NE OF THE OUTLET MEA,�URED VERTIGALLY. U " Z J ~ �� J o a ro g� � � �� z � � o „ O Z �L � fn Z V � � O Zo V � w z � � � W � � � � � � w � � � S_ U �� 3 � � r� � �t O p � H Z N � O O N U � � U m � i m _ � Q Q � U a0 Z a � � a. W Q � � � � U H � � � J w �c G w � L.1.. � � Q W = � � Z Q � > Z a � 0 F � � � � � Q O PROJEGT NUMSER RM 14 DATE: DI/31/2014 RAYVN: GGE ALE: AS SHOWN SHEET TITLE FLPGTED GEILIN ELEGTRIGAL PLAN SFIEET OF A7.0 �9 GONG.GURVED TILE W/ Ix2 SPAGED BATTERS O/ SO-FELT TYP.O/I/2"GDX PLYWD. BARREL RID6E TILE GAP SHEET LAPPED O/FELT 50-LITE RIDGE SEAL 2X "MAX '� APEX TILE MASTIG SEAD o EAGH GAP LAP 50-LITE HIP SEAL STEPPED FLASHING o HIPS GAP TILE O/tilP STARTER ISOMETRIG AT APEX o END OF HIP HIP / RIDGE I� SHEATING WHERE OGGURS (2)LAYERS OF SO-FELT iYP. FINISH GOAT O/N CAAT STUGGO wi�,rH oi i•eu�so. DRIP SGREED GSM FLASHING W/LEAD APRON CANG.GURVED TILE ROOF O/ I/2 SPAGED BATTENS O/ BO-FELT TYP.O/I/�" GDX PLYWD. WIND GL�P iNHERP REQ. ROO� PERPEND TO WALL � 2x4 BLOGKiNb LAID FLAT 2x4 BLOGKING FLRT A6AINST RAFTER EASIDE NOTE� FOR ADDITIONAL NOTES 5�TYPIGAL EAVE DETAI I'ER VENT IESt-I GALV. RE GIATH �,...,.��UGGO STOP E,�1/E RAFTER Y�NT � ,��j �iit��.li.:�� ...... ' i� ' ��_ �� i�L��l��' /�i"�/�—/� �i �'�.-P..-.,.ms��.= _ A r ��1 �� 19—/� �� ' �ign ��r� _- - �- �- (Case M nager' �` � I"i'fP. 3-2x12 STRINGERS TYP. I/2"PLYWD.TYP. o RISERS 3/4"PLYWD.�YP. o TREAD GONG.SLAB NOTGHED STRINGER o 2x4 PTDF SILL PLATE W/PON�R DRIVEN FASTENERS STRINGE}? TO SLA�B I"TYP. FLOOR G LANDING FRAMING FLOOR SHEATHING 3/4'PLYWD.TYP. o TREADS A 35 o BA STRINGER 2xb GONT.LED6Ei2 NU 2-I6D NAILS o BA.STUD 3-2x12 STRIN6ER5 TYP. I/2'PLYWD.TYP. o RISERS INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER 5/b"TYPE X 6YP.90. AT USEABLE SPAGE LADER STAIRS TYP. STRINGER TO 1�NDING ry � STIN 6RADE RAIL PAINT bRADE WOOD BALUSTER W/MAX.4" SEPARATION DOV�L AT BASE SEE S1RIJGTURAL DRAWIN65 FOR GALGULATIONS OF RAIL DESI6N5 (�)ROWS KI2xb I/2"WDOD SGREWS AT b I/2"O.G. STAGGER,GOUNTER80RE AND PLU6 5/4xb`PAINT 6RADE WOOD BASE W/I I/2" HULLNOSE 5/4x4'PAINT GRADE I I/4" `-'KIRT GONT.DOUBLE BLOGKIN6 6YP.O/WOOD FRAMIN6 SPF FRAMIN6 PLANS Iq ST�IR R,41LIN6 PRES�.,URE RELIEF VALVE. b DRAIN ENDS OUTSIDE =6"FROM 6RD. � Y.i x5"MIN.LAG SGREW M . .0, \ INTO 511JD5 N1/WA� \ GYPSUM HOARD, HOT CALD�_ I"MIN.THK. � !P �x4 WOOD LED6ER— '°`�- � YIP�TB2 F�AT6 ISMIG E � OVER FLOW � ry �� WATERTIGHT PAN_ � qg � W/I"DRAIN TO PREVENT LEAKAGE PLATFORM. T SUPPORT i WATER FfEATER �f 13 WINDOW FRAME W/ NA.IL ON FLAN6E 12"WIDE"MOISTOP' PAPER FLASHIN6 I I/2"X 5 I/2"FOAM TRIM s�vcco oi r�rn��.nrH o� '60 MIMJfE GRADE'D' BLD'G.PAPER NOTE: REFER TO DETAIL 19/D2 FOR FLASHING AND BLD'G PAPER INSTALLATION REC�2UIREMENTS SILL W✓ �0,4M TRIM q SGREENED VENT OPENING GAS PIPING APPROVED SEALANT 2"SAN TEE 2'ABS RISER —3'A$5 RISPR —SLOPE UP TO EXTERIOR 3'X 2"SAN TEE 3'GLEAN OUT GAP NOTES: I.ALL 5LF/ES TO BE SGH.40 ABS 2.ALL 6A5 PIPING BELONI SLAS TD BE FAGTORY N6iAPPm EXGEPT FITTIN65 MAY BE PRIMED AND FIELD WRAPPED 3.ALL UNDER6ROUNp PIPING TO BE INSTALLm AT TI�TI� OF UNDERGRDUND INSPEGTION 14 IGITGHEN ISL,4ND UTILITY SLEEYE GALV.VENT/HOOD NU SGREEN II II B��E AT 15 SOLID BLAGKING 5/8"6YPSUM BOARD Y4"x3'MIN.LAG SGREW INTO LEDGER Vr/WASHER 2x4 WOOD LEDGER �/a"x24 6AUGE PERFORATED STEEL PLUM8ER5 TAPE �PROVIDE 2 STRAPS THE UPPER Ye AND LON�R Xy OP THE NIATER FIEATER OVERALL HEI6HT.PER GPG SIOS wATER HE�►►TFR DET'�IL I I6 � GOOKTOP YENT [C�� 5'�GONG.TRAN5IT VENT PIPE N01E5: ALL UNDER 6ROUND PIPINb TO BE IkSTALLLED AT TF� nr�oF ur�urm PIPIN6 INSPEGTION BO. PLYWD. �LK 5 STRI NGER �PAGER TYPE X 6YP.BO. o v�EABLE SPAGE UNDER STAIRS TYP. STRIN6ER TO W,4LL � 10" 36" MIN. MIN. I/2"�(MA)C)AT DOOR SL. 2% NTRY 4"MIN GON.SL 26 GAUGE FLASHING �1NOOD TO GONG.TIE � GRAD F WHEN PORGFI SLAB IS LEVEL WITH ENTRY DOOR L�4ND11�G DET,41L DODR JAMH BEYOND DOOR ALUM.INTERLOGKING THRESHOLD U.O.N. GSM PAN FLASHING EXT.SLAB SPAGE AS REQ. O ALUM. SASIi SLIDING 6LP55 DOOR SPAGE A5 REQ. EXT.SLAB 65M PAN FLASHING O DOOR 51LL5 WINDOW FRAME W/ NAIL ON FLANGE SEALANT 12'WIDE"MOISTOP" PAPER FLASHING STW.GO O/METALLATH O/ '60 MINUTE'6RADE'D' BLD'G.PAPER N01'E: REFER TO DETAIL 19-D2 FOR FLASHIN6 AND BLD'6.PAPER INSTALLATION REQUIREMENTS TYPIG,4L WINDOW .JA�NtB SF�ATI�AS OGGURS FINISH GOAT O/(U GOAT SiW.GO NU wirxE u,r�oi r au��.oi (2)LAYERS ISL6 FELT TYP. }�ADER-5 5 D POAM TRIM LAP FELT O/FLASHING 05M FLASHING 571X.C.0 MOLD DDOR I-�AD DDOR 12 I STUGGO 1�R HEA�D / .1,4MB 5 6 � S1VGG0 O/METAL LATH O/ `60 MIMJTE'GRADE b' BLD'G PAPER FOAM TRIM WHERE OGGURS PER ELEV.SEE DETAIL 7-D� FIEADER 12'WIDE"MOISTOP" PAPER FLASHING WINDOW FRAME NV NAIL ON FLANGE NOTE� REFER TO DETAIL?-D2 FOR FLASHING AND BLD'G PAPER INSTALLATION REQUIREMENTS TYPIGA�1.. WINDOW HEA�D U `- J E J � �� c � � � � fLn ° V � � Z ` c ( V � F !^ c ��J h c W f � � i i ` c \ c i � � F ( C S11JGG0 O/METAL LATH o/"60 MINUTE"GRADE D BLD'G PAPER i GONGRETE SLA5 OR STEM � WALL. G.I.WEEP SGREED PRESSURE TREATED PLATE FINISH GRADE i V�P SGRE�I� I 2 ¢ Q FELT.7YP. �j U IX2 BATTENS a Z N � � GOMPOSITION SHIN6LE5 w a � Qp Q �' � F � U � STANDARD?JAGK NU 2ND LAYER OF � FELT OVER 2X6 SLKS SA.SIDE � OF PIPE W PIPE OF CANDUIT Q �C G W � � PIPE i'�NtET'R,4TION 3 � � Q w = �- o z Q � > MAXIMUM 3/4"AT SLIDING DOORS Q MAXIMUM I/2"AT SWINGING DOORS DOOR � O H � X oUT51 DE v Q � � � LANDING � Q � .;�.� :.,5,'� � � � � O FINISH FLOOR '�. '`•' , r �a T�B� r� :`• •.,' DATE: DIl31/201� REGE55 � ,. .. - RAWN: SME TIiRESHOLD IF REQUIRED sGAi-E: AS SHOYVr SHEET TITLE ARGHITEGTURAL DETAILS SHEET OF 8 THRESHO1.n n��IL 4 A9.0 19 Qo�e ELBOY TYPIG�L DRYER YENT SEGTION HEA�/'Y TILE ROOFING TO MATGH(E) INSTALL PER M,4NUF.SPEGI�IGATIONS 2 LAYERS BUILDING PAPER PLYWOOD SHEATHING 2X TRUSSES/RAFTERS,SEE STRUGTURAL PLANS AND DETAILS 2x BLOGKING SETWEEN TRUSSES PROVIDE VENTILATION PEi?GBG 1505.3 (3)2"�tfOLES NERIFY WITH ARGHJ SEE ARGHITEGTURAL FOR ADDITIONAL INFORMATION PROVIDE GLIP ANGLE,SEE J'� FLASHING STRUG7URAL DETAILS R-19 BATT INSULATION _- ...__._... _...: ...__._... SEE T-24 DRAWINGS �GYP.BD DO NOT BLOGiG VENTS -. ARIE PRO�/IDE 4X 14 VENTS W SGREENS SEE ROOF PLAN FOR LOGATIONS/ 2" DIAMETER HOLES WITH SGREENS PLASTER STOP 25 GA GI GUTTER - rrQic,� 2X WALL SEE FLOOR PLAN FAGIA SOARD 71'PIGAL 2x BLOGKING BETWEEN TRUSSES f'ROVIDE VENTILATION PER GBG 1505.3 Sd AT b"O.G. (3)2"�HOLES NERIPY WITH ARGHj SEE ARGHITEGTURAL FOR 2X RAFTER ADDITIONAL INFORMATION SEE STRUGTURAL PLAN � � ��tir �� ;4 � ��I'�EP�.;:;;,°�, DO NOT NAIL AT HOLES `'' 2x BLOGKS WITH HOLES FOR VENTS(SEGTION A) �� '1��s�� ROOF ,4T EaY� �ppr�v�! �,��e � � �vl��r .._ (Case Mana�e,; 6 TILE RODF Oi2 GOMPOSITION— SHINGLES SEALANT AT PERIMETER OF PENETRATION 4-INGHESm ' RIGID METAL VENT PIPE OSB ROOF SHEATHING .�� _�Q_, TYPIGAL DRY�R 1�NT SEGTION VENT-GAP F�asHiH�-� D�T,�IL M2—A SGALE N.75 GUT�4-INGHES LE THRU ROOF TO FIT NT-GAP FLASHING D APPLY SEALAN ON PERIMETER EDGE OF FLASHING Unless otherwise perfnitted by tha dryers manufacturer installatlon instructlons and approved by tha Authorlty Havir�Jurisdlctlon, DRYER moisture exhau�t ducts shall not EXGEED a total combined horizontal and vertical length of 14-FEET,tnciuding(2)90 dac�ree elbows.per SEG.504.322 Galifornla Mechanlcal Goda 200"f D�T�IL M2—A SKYLIGHT — 2xb GURS — G.1.FLASHING �x TRU55E5 �24"O.G. - INSULATION BATTS (SEE TITLE 24) � �RAMING PLAN GEILING JOISTS� •Ib" �� ROOF � PITGH ' �/ G�L. SKYLIGHT SEGTION 3 PLASTER STOP 2x4 REDWOOD WINDOW TRIM WEATHERPROOPING MEMBRANE I/4"XI/4"XI/4"DRIP EDGE. PLASTER STOP W/DRIP EDGE 3EALANT 3HIM AS NEGESSARY NINDOW MULLION °LASH PER MANUF.SPEGS 3�ALANT °AN FLASHING W/ _ND DAM 3EALANT z-13 BATT INSULATION YWDOD SHEATHING WI�M�ESH O/2 LAYENRS� ADE D BUILDING PAPER O/ YWOOD SHEATHING "GYP.BD. WINDOW HE�D ,4ND SILL JAMB I/2"GYP BOARD PLYWOOD SHEAT+iING SEE STRUGTURAL �'GEMENT PLASTER FINISH TWO GOAT SMOOTH PLASTER FINISH OVER\STUGGO LATH /2 LAYERS GRADE"D" BIJILDiGN PAPER. LAST GOAT TO BE 2 '('E: GOATS ELASTROME7RIG PAINT R MENBER SIZE AND AGIN6 SEE STRUGTURAL DRAWINGS 2X D.F.STUDS e 24"O.G. R-13 BATT INSULATION 2X4 SILL PLATE LYWOOD FLOOR SFiEATHING 2X BLOGKING 2X PLOOit.lOISTS 5/8"ANGHOR BOLTS•4'O.G - YV/2"X2"X3/Ib"PLATE YVASHERS 2X P.T.SILL PLATE � ., _ 4 . s �. >D s .� Z a ,� z � .. .. `� 25K S OPE GRADE QJ D.s r'�' I 5�5��; I — , I ��jR� �'>." � . •.� .'� '��:� I I- _ MIN.26 ga GALVANIZED GORROSION-RESISTANT WEEP SGREED WITH A MINIMUM VERTIGAL ATTAGHMENT FLANGE OF 3 I/2"PROVIDED AT OR SELOW THE FOUNDATION PLA'fE LINE AT ALL EXTERIOR WALLS. THE SGREED SHALL SE PLAGED A MiN.OF 4"ASOVE EARTH OR 2"ASO�/E PAVED RREA. 5 STON� OR BRIGK ti�R DET,41L U ` J E J � � � � � � � � � � V `- � � z ` i V � k � � � c W ; � � � t � � ` ( � < i i � c N H Z � � 0 v � u Q Q � U � } Z a. N � � � � W � � � '~a' U V � � � J L1J � � � W � � O � Q W = � � Z \Q � / a F � H �H w � a a ¢ � PROJEGT MIMBER RM Iq DATE: DI/31/2014 DRAWN: 5ME SGALE: AS SHONlh SFIEET TITLE ARGHITEGTURAL DETAILS SHEET OF 2 A9.1 19 2—5/8"m ANGHOR SOL PER PIEGE OF 2x MUD 2x D.F.P.T.MUDSILL PERIMETER OF GOLL STUGGO O/METAL L/ O/"60 MINUTE"GRAL D BLD'G PAPER 2—5/8"�ANGHOR BOL PER PIEGE OF 2x MUD. 2x D.F.P.T.MUDSILL/ PERIMETER OF CALUt� 6.1.WEEP SGRE! WHERE OGGURS FINISH GRADE AS OGGU vn�i Rv�r✓—i GOLUMN I�T�IL AT PORGH 71 DOUBLE SIVD a corzr�FZS) UBLE ST11D co�rts) POST ON ABU 7 BASE VIDE SEALANT G.SLA$A5 OGGURS FDN PLAN<DET:T2) 'AD 6RADE F �' 4'�,��d1r � ;1:� �� 1��:��.��#��:;� ! � . ,,.a.m_.�.�n�� a��su� !l� >�C�i'YW��i f..i�- -��''��I,/� __" __- � ��! ��_ -� g_�� ----� �ian��1_m...- - ` -�`�� (<JasPi r�anagFit! 5 I RAIL G NEWELL PG � I � NOTE: ENDS OP HANDRAIL SHALL BE RETURN�D PER SEGTION 1003.3.3.6 'IGKET WITH A SPAN OP 34" I NG SHALL �LLOW THE �AG�OP 4" SPHERE TYfi�I G�L ��LLUST�i�/H�NDfiZ�I L D�T1�I L-� SGALE N.T.S TYPIGAL 8�1..L.USTER DET�IL T R 3Y�"MAX. 2X BLOGKING ATTAGFfED HANDRAIL BRAGKETTO STUD w/(2)-2\"LARGE SGREWS� EA.BRAGK�T (MIN. I\"�MBEDMENT INTO STUDBLOGKING GYP.BDARD STUD/f'05T TYfi'. t��ND��I L D�T�I L 4 SGALE:NTS TYPIG�L H,4NDR�IL DETAIL 3 4 n ED <.. �.�.�� TYPIGA�L WOOD STAIR DET141L �I-I/8"T�G PLYWD.TREAD lY�xlY�x6"GLEAT ANGLE SGREWED TO STRINGER W/`. 8 GALV.NAILED TO TREAD 3x14 STRINGER NOTGHED MIDDLE NOTGFIED MIDDLE STRINGER TYPIG,4L YVOOD TRE�4D/STRIN6ER GONNEGTION 3x14 STRINGERS NOTGHED MIDDLE 'T8 G PLYWD.TREAD T�G PLYWD.RISER K�—��2X%�� 4T ANGLE SGREWED iTRINGER W/SSx2" �LV.NAILED TO TREAD <3/8"ANGL�W/ DIA.LAG SGREW U � J t J � � � C � � Q u L � � ` � � Zc < � � t � `' � I..L� ; � � � i Y ` c ` ( i c � � , i � i Q Q � U O } Z � � � `� � W Q � d p i� � Q 'a' U � � � � 2 � J � W I 0 0 � W � � � � Q W � Z = � > Z Q � o F F" � � � � Qo JEGT NUMBER RM 14 ATE: OI/31/2014 DRAWN: SME ALE: AS SHOWN SHEET TITLE ARGiiITEGTURAL DETAILS SHEET OF A9.2 19 STEP I STEP 2 STEP 3 � STEP 4 ATTAGH A SILL STRIP OF ASPHALT SATVRATED AFTER SILL STRIP IS IN PLAGE,ATfAGH JAMB STRIP APPLY A BEAD OF GAULKING TO THE BAGK STARTIN6 AT THE BOTTOM OF THE WALL(SOLE PLATE) ROOFIN6 FELT PAPER,OR APPROVEp PLASHIN6 (SIDE OF OPENING)AT LEAST 8"WIDE WITH INSIDE ��ES OF THE WINDOW,THEN PLAGE THE �q.��R-RESISTANT PAPER UNDER THE SILL 57RIP MATERIAL AT LEP,ST 8"WIDE WITH THE TOP ED6E EDGE OF FELT EVEN WITH EDGE OF WINDOW WINDOW INTO THE ROWH OPENING,WITH q�.�p�TO FIT(PJ•INSTALL SUGGEEDING GOURSES EVEN WITH THE TOP ED6E OF THE ROUC�H SILL. OPENING.EXTEND,1AMB STRIPS 4'ABOVE THE TOP FLANGES OVER THE INSTALLED FLASHING FELT OF WATER-RESISTANT PAPER(B,G,ETGJ OVER.lAMB EXTEND THIS SILL STRIP AT LEAST 8"BEYOt�D THE pF WINDOW OPENING. STRIPS.AFTER WINDOW IS PLAGED,INSTALL THE AND FfEAD FLANGES IN SHINGLEHOARD FASHION. ED6E OF THE ROUGH OPENING FOR WINDOW. HEAD FLASHIN6 OVER THE WINDOW FLAN6E. THIS IS ANOTHER STRIP OF FELT AT LEAST 4"WIDE. DOOR �Nl� W I NDOW �L�SH I NG � ��t`!l�i�.�k�ai fi --- � t �� {�C�t10� ��-� '.�v/��/� __---� i .......... ,�pp��al Date_� 9-- �i �ignat�re_ _. v'�....� (Case Manager; � / R�SIDENTI�L EGRESS WINDOWS (2010 GBG) EM�RGENGY ESGAPE AND R�SGU� OPENING WIDTH i F AREA PC�IJALS 5.'7 SQ.FT. MININUM SIZE WINDOW FOR A �O"GLEAR WIDTH 44"MAX.FROM BOTTOM OI GLEAR OPENIN6 TO FLOOR IN EGRE55 WINDOWS IN SLEEPIN6 ROOMS MINIMUM SIZE WINDOW FOR A 24"GLEAR ffEIbHT n n n� � FLOOR n� n� Secause so many flre deaths occur whan occupants of raeldantlal bulldinge ara asleep at the tlme oP a flre,the 2013 Gallfornla Building Goda(GBG),5ection R310.1 OF 2013 A.MINIMUM NET GLEAR OPENASLE DIMENSION OF 24"IN HEI6HT(R310J.2). B.MINIMUM NET GLEAR OPENABLE DIMEh1510N�O"IN WIDTH(R310.1.3). G.MINIMUM NET GLEAR OPENABLE DIMENSION OF S.i SQUARE PEET IN AREA. GRADP FLOOR OPENING SHALL HAVE A MINIMUM NET GLEAR OPENING OF 5 SQFT.(R3I0.1.1). D.THE BOTTOM OF THE$GLEAR OPENING SHALL NOT BE GREATER THAN 44"MEASURED FROM THE FLOOR.(R3IO.l) E.THE MINIMUM HORIZONTAL PROJEGTION AND WIDTH OF 36 INGHES. A WINDOW WE1.L WITH A DEPTH OF 44"SHALL BE EQUIPPED WITF!A PERMANENTLY AFPIXED LADDER OR STEf'S.(R310.2). � L?1. ._ ABUTT SPLIGES-� OVER[G OF STUD TfP. MST�'1 AT hl.. d F.S.,TYP. AT SPLIGES NSE ST6236 AT iW-(� TOP PLATES) SiVDS A35 70P d BOT.AT UNSUPPORTE WALL+iEIGHT 12'-0"d OVER. A.B. 4'-O"MIN. END NAILS TO HD KIN6 POST L O NI ADD'L KIN •� POST OR HD POS SEE SGHEDULE AND PLANS GRIPPL SiUD OR POST STUD 5EE SG�1�iE/tk INTERNAIL W�-' Ibd�b"TYP. •.' '�!, ... . . � . .. . �•! .. SILL SPLIGE NAIL TOP PLATES WITH Ibd e I�"D.G.STAGGERED, A35 TE B FOR"L' b'-D"AND OVER. EPG POST GAP TYP.,U.O.N. F+EADER,SEE SGHEDULE ON PLANS 2x SILL ADD'L 2x SILL FoR L=6'-O" AND OVER. A35 TdB FOR"L" 6'-O"AND OVER. A35 EA.SIDP TYP.AT TdB PLATES DOUBLE SLK'G. UNDER GRIPPLE SlUDS TYP. „�„ ALL WALLS EXTERIOR WALL INTERIOR WALL OPENING KING POST GRIPPLE 57t1D5/POS GRIPPLE STWS/POST WIDTH LEVEL LEVEL LEVEL ihT1tXJ 3RD 2ND IST 3RD 2ND IST 9RD �ND IST 3'-b' - (U2x (I)2x - (2)2x4(2J2x4 - (2J2x4(2)2x4 5'-O" - !2)2x (2)2x - (2)2x4 f3)2x4 - !2)2x4 f3)2x4 7'-O" - (2)2x (2)2x - (2)2x4 4x4 - (3)2x4 4x4 8'-b" - (3)2x (3)2x - 4x4 4xb - 4x4 4x6 �TYPIG�L YV�LL �R,4MING EL�V�TION �,�� NOTES' I. INHERE(2)-ROYVS OF DIAPHRAGM NAILIN6 OR ANGHORS ARE GALLED OUT,PROVIDE A MINIMUh�OF 3-I/2' W�DE BLOGKING OR(2)-ROWS 13/4"NIIDE BLOGKIN6. 2. WHERE"HEX 9'NAILING ON(2)-SIDES ARE GALLED OUT,PROVIDE PLYWOOD SHEATHING ON BOTH SIDES OF SHEAR WALL AND 3x STUDS(MINJ•I6"O.G.MAX.,4x P.T.D.F.SILL PLATE AND 3/4"�AB.A 10"O.G. 3. YrFIERE"HEX 2'NAILING ON(2)-SIDES ARE GALLED OUT,PROVIDE PLYWOOD SHEATHING ON BOTH SIDES OF ��,,L�,FGR WALL AND 3x STUDS(MINj•Ib"O.G.MAX.,4x P.T.D.F.SILL PLATE AF1D 3/4"�A.B.9 8"O.G. 4. AT EXISTING GONGRETE FOUNDATION,PROVIDE 5/9"�HILTI HVA ANGHOR BOLTS WITH 10"MINIMUM EMBEDMENT. 5. ALL FIELD NAILIN6 SHALL BE IOd o 12'O.G.,U.O.N. 6. WHERE ALLOWABLE SHEAR VALUES EXGEED 350 POUNDS PER FOOT,FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS REGEIVING EDGE NAILIN6 FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A SIN6LE 3-INGH NOMINAL MEN�ER ALL PLYNIOOD JOINTS AND SILL PLATE NAILIN6 SHALL BE STA66ERED. "f. FOR DOUBLE-SIDED SHEAR WALLS,PROVIDE 3x STUD GONSTRUGTION INGLUDIN6 DOUBLE 3x TOP PLATES AND 3x PRESSURE-TREATED SILL PLATES. GOMMON WIRE NAILS: I. JOIST OR RAFTER AT ALL BEARIN65 ��• ��R TO PLRTE(See Sectlon 2308.10.4.0 TOENAIL-----------------------------------3-8d TOENAIL--------�_�_��-----------------3-bd 2. SOLE PLATE TO JOIST OR BLOGKING �2• I" DIA60NAL BRAGE TO EAGH 5'ND AND PLATE FAGENAIL-------------------------------------2-8d FAGE NAIL--------------------------f2Jlbd A I6"O.G. SRAGED WALL PANEL--------------- g"_I6d�Ib'O.G 3. TOP PLATE TO STl1D PND NAIL---------- 4. DOUBLE STUDS FAGE NAIL--- 5. DOUBLED TOP PLATES FAGE NAIL----------- b. TOP PLATES,LAPS AND INTERSEGTIONS FAGE NAIL---------------------- 2-Ibd Ibd•24'O.G. Ibd�Ib"O.G. •2-Ibd 'f. CANTINXJS IiEADER TWO PIEGES ALONG EAGH SIDP----_----------------Ibd m Ib"O.G. 8. GEILING JOI5T5 TO PLATE TOPNAIL--------------------------------------3-8d 9. CANTINUOS HEADER TO STUD TOENAIL------------------------------------4-8d 10. GEILING JOI5T5 TO PARALLEL RAFTERS FAGE NAIL-------------------------------------3- Ibd 13. RIM JOIST TO TOP PLATE AT TOE NAIL-------------------------Ibd�24"O.G. 14. BUILT-UP GORNER STUDS 24'O.G.---------------------------------Ibd I5. BUILT-UP 61RDER AND BEAMS AT TOP d BOTTOM d STAGGERED-----20d•32"O.G. AT ENDS i AT EAGH SPLIGE-------------�-20d Ib. BLOGKING BETN�EN JOISTS OR RAFTERS TO JOIST OR RAPTERS TOE NAIL EAGH SIDE------------------3-8d TO JOIST OR RAFTER$E,qRING TOE NAIL EAGH SIDE---------------------3-IOd I"i. JOISTS OR RAFTERS TO SIDES OF 5'NDS 8"OR LE55------------------------------------3-Ibd FOR E,4GH ADDITIONAL 4'IN DEPTH OF.lOIST----------------------------------------I-Ibd I8. BLOGKING BETWE�I S1llDS EAGk END-------------------------------2-Ibd la. ROOF RAFTER TO 2-BY RIDGE BEAM AT TOE NAIL----------------------------------2-Ibd 20. BRID6ING TO JOIST TOENAIL EAGH END--------------------------3-8d 21. RISBONS TO STUDS I"RISBONS--------------------------------------2-8d �ENERAI_NAILING NO'TES: I. NAILS SHALL BE DRIVEN PERPENDIGULAR WHERE POSSIBLE INSTEAD OF TOENAILS 2. ALL NAILS SHALL 6E GOMMON WIRE NAILS UNLE55 NOTED OTHERlNISE. 3. NAILIN6 NOTED ON PLANS SHALL BE IN AGGORDANGE TO THE GSG 200"f EDITION,TASLE 23-II-B-I 4. 6REEN VINYL SINKERS DO NOT MEET THE NAILING REQUIREMENTS FOR U " �� z � � s J o 8 � g� �� z � � � w 0 Q W L � � rn Z V � w Z � 0 � w i V! � W � � � � � w � o � � 9 �s W �S � F LL� � r� I � O N Q O q m � Z �, � o o " V w F � V N } � m _ O z Q Q � U � � Z � N � � � aw a g � � � r' U � � J W � �C G w � � � � Q W � Z = � > z Q � � H �H w � R � � � PROJEGT MIMBER RM 14 DATE: OI/31/2014 RANW: SMB SGALE: AS SHOWN SHEET TITLE ARGHI7EGTURAL DETAILS SHEET OF A9.3 19 HTT4 HTT4 � r- - - - - - -T39 � HTT4 HTT4 HTT4 HTT4 � ,.�., ii ,..,!„!!, , �, �., , !�.., I JI J2=2X6 GANTIL�VERED FOR BAY V�{INDOW II I I:2X6�I6 � BEDR O "�i'�i �� FAMILY ROOM DFk2 KITGHEN I� I �I� (Ib"X24"OPENING) I � i �__� �r�-�1� I II I �i II ''I '' u � � �� I I I i�-I-G �L-- � �� o ��--_� �� Hrr4 �I �Tra I il II I� � � — — — — — — — — — I I il I I II � 0� I I I �` I I �Q� Ii� I I �� I II I (� ARAGE ii � I ��I �l �� I��I I I ��I L �, Y+— — —�— — — — — — — — — — — — — — — — — �. I�4 — — — I T28 NS DOV�L TOP d BOTTOM I� D-I FD-I EMBED b"INTO(Ej FOOTING I�I C_ wirH siMPSON•sEr-�• I I� �� AND EXTEND 24"INTO(�`U FOOTING, I�I �L______ J� TYPIGAL�(W TO(�FODTIN65 � L------ --� I�I I HALLWAY '-9"SQ.PAD I�i BELOY'�(Ea FOOT�N6 I 00 5�DET.TI4/FD-I � IIII I I� _==�_____�� Ilj HD9 I i� II — �� -�----___ � � II �FL11 �_I_� 'af' I�I n � �� L11 I JJ�� I I II I DINING ROOM I I� i r + �� I li � ---�_� ��—I— Tl� II I I i r---� I I ' ' I I � �1 �I I I � UP��I I I I —�� II I�i ' �i I I I � n�FOOTINGL L L_ 1 J--- / �� i Ii�I�� IELD VERIFY � I I I ��LI I_ � �I ��B�DET.T23/FD-� 24'SQ.PAD H6..OW I I� L I I I !E�POOTIN6 5�DET.TI4 �I �JI� �------ - - - - - - - - - - - -�� ' II .R'4 III I ii I "� Ii I II I II III I ii I II) II OFFIGE I II I II Hn4 � II _ __�__� — — — �OUND,4TION PL�N SGALE: I/4'=I'-O` � ��t�,}`'��I i��'f� 1 �� i�"J�iI�./� .�... ��`�✓/ l! � �ip�r�v�� e � �—� �� 5it�na�� ._..� --� .��;�— (Case Managerl � , I � LI ING ROOM II T2 I ' -' I I STEM WALL F AGGE55 �i� --m,, -.-... �� . „ , ,�.<„�, , ,�„ I I�I� ri II I HTf4 FD-� HTT4- � - JJ� % T13 T13 FD-I FD-I SoIL NOTES� • NO SOIL REPORT WAS PROVIDED FOR THIS PROJEGT. • IT IS ASSUMED THAT THE SITE IS SUITABLE TO SUPPORT A SINGLE FAMILY RESIDENGE ON GONVENTIOh1AL SPREAD FOOTINGS. • IT IS AL50 ASSUMED THE SITE IS RELATIVELY FLAT,STP.BLE AND HAS A GOOD DRAINAGE. • IT SHOULD BE VERIFIED BY THE GONTRAGTOR THAT PREVIOUS OR EXISTING STRUGTURES ON THE 51TE WERE BUILT USING SIMILAR FOUNDATIDN SY5TEM5 AND HAVE PERFORMED WELL(MINIMAL GRAGKING AND SETTLEMENT). • IF SOIL PROSLEMS ARE DISGOVERED DURING FOUNDATION EXGAVATIONS THEY MUST BE BROUGHT TO THE STRUGTURAL ENGINEER ATTENTION BEFORE TFfE WORK GAN GONTINUE.TkE FOUNDATION DESIGN MftiY NEED TO BE REVISED AND A SOIL ENGINEER MAY NEED TO BE GONSULTED. FOUNDATION NOTES� . PRIOR TO BEGINNING ANY GONSTRUGTION PLEASE FIPL.D VERIFY ALL EXISTIN6 GONDITIONS THAT ARE SHOWN AND 57RUGTURAL PLANS(MEMBERS SIZES,SPANS t DIREGTIONS AND ANY OTHER STRUGNRAL ELEMENTS). , PLEASE VERIFY THE EXISTING FOUNDATION FOR FOUNDATIOhI SYSTEM,EMBEDMENT,DRILLED PIERS OR ANY OTHER GONDITIONS. ANY DISGREPANGIES BETWEEN EXISTING FIELD CANDITIONS AND NEW PLANS MUST BE BRWGHT TO THE ENGINEER ATTENTION FOR FURTHER INS'TRIJGTIONS. . ALL THE DIMENSIONS WERE PROVIDED TO THE ENGINEER BY TkE DESIGNER/OWNER AND WE ARE NOT RESPONSIBLE FOR FIELD DISGREPANGIES.REFER TO THE ARGtfITEGlLRAL PLANS FOR DIMENS�ONS.FIELD VERIFY THE EXISTING STRUGNRE DIMENSIONS AND SRING TO THE ENGINEER FND ARG+iITEGTURAL DESIGNER ATTENTION AM(DISGREPANUES PRIOR SEGINNING ANY WORK. , MUDSILL ANGHOR BOLTS SHALL BE 5/8"mX 10",EMBEDDED"I"MIN.INTO THE GONGRETE AND SHALL HAVE A 3'x3"x I/4" PLATE WASHERS. THE ANGHOR BOLT SPAGING SHALL BE 4'-0`O.G.MAX.,UNLE55 NOTED OTHERWISE(SEE SHEAR WALL SGHEDULEa. EAGFI PIEGE OF MUDSILL SHALL HAVE A MINIMUM OF 2 ANGHOR BOLTS LOGATED F1EAR THE ENDS,AND NOT MORE THAN 12"OR LE55 THAN"1 BOLT DIAMETERS FROM EAGH END. MINIMUM DISTANGE BETWEEN FAGE OF GONGRETE TO GENTER LINE OF ANGHOR BOLT SHALL BE 2 3/4". . THE SPEUFIGATION FOR MAGHINE BOLTS,ANGHOR BOLTS,AND HARDWARE,USED FOf2 PRESSURE TREATED WOOD, MUST GOMPLY WITFi THE GORROSION RESISTANGE REQUIREMENTS,FOR T}tP 1`(PE OF DEGAY RESISTANT(OR TRPATED)WOOD USED.NSE HOT-DIPPED ZINGGOATED GALVANIZED OR STAINLE55 STEEL,ANGHOR BOLTS AND HARDWARE ON PRE55URE TREATED WOOD PLATE,T(PIGAL). • FOR WALL AND POST LOGATIONS SEE ARGHITEGNRAL PLANS. • FOUNDATION DETAILS ARE SHOWN ON SHT. FD-I. . FRAMING DETAILS ARE SHOWN ON SFiT.WD-I. • LATERAL BRAGIN6,GOLLEGTORS AND HOLDOWNS DETAILS ARE SHOWN ON SHT.LD-I. • HOLDONlNS WILL BE INSTALLED ON 4X POSTS OR ON DOUBLE STUDS U.N.O. SEE DETAIL L2. . ALL THE ANGHOR BOLTS MUST BE IN PLAGE PRIOR GALLING FOR FWNDATION INSPEGTION. . PIERS AND GIRDERS ARE EQUALLY SPAGED U.N.O. • PROVIDE DOUBLE JOISTS UNDER WALLS PARALLEL WITk JOISTS AND BLOGKS UNDER WALLS PERPENDIGULAR ON JOISTS. . PROVIDE GOMPRESSIDN BLOGKS UNDER POSTS FROM ABOVE. TIiE CAMPRESSION BLOGKS NNST HAVE THE GRAIN VERTIGAL AND MUST BE AT LEAST THE SIZE OF TFiE POST A80VE. . FOR SUBFLOOR,USE 5/8"(MIW PLYWOOD GRADE G-G,G-D,OR SETTER WIT4i TF�EXPOSED 6RAIN PERPENDIGULAR TO JOISTS. NAIL WITH IOd�6"O.G.�EDGP AND 10"O.G.IN FIELD. . THE FLODR MUST BE SHORED BEFORE STORING SHEET ROGK. � PROVIDE UNDER-FLOOR VENTILATION WITFI NET AREA NOT LE55 THAN I SQ.FT PER I50 SQ.FT.OF UNDER-FLOOR AREA, (PER GBG�306.�) LOGATE VENTS BELOW WINDOWS IF POSSIBLE,50 THEY DO NOT OGGUR SELOW SHEAR WALLS. SEE ARGFiITEGTURAL PLANS FOR ADDITIONAL INFORMATION. • T1iE EXTERIOR PONY WALLS MUST BE SHEATHED AS SHEAR WALL TYPE I. . EPDXIED RETROPIT HOLDOWN ANGi-IOR BOLTS MUST BE IFISPEGTED B'(THE EN6INEER OF REGORD SEFORE T4�IR INST��SIMP�'.�ON - MUST BE USED FOR ALL RETROFIT HOLDONlN ANGHOR SOLTS. 5EE DETAIL L2, . THE DESIGN IS BASED ON GRG 2010 �� -NEW FOOTIN6(SHADED) � -(�FOOTING TO REMAIN �/ POST BE�TWEEN 61RDER 4 FOOTING SEE DETAIL T9 EQUALLY SPAGED U.N.O. jPOST FROM ABOVE TO FOOTIN6 SPE DETAIL T23 / SEE FRAMING PLANS FOR POST LOGATION v 0 N t�'1 Q N� N H z wZ O N �a v �m 0 _Z z,�„�o �mo� ¢¢�n� uurn� W W 7 u m��i oZ-� ��Z� Ou x ae �¢ � � � � • u � ' � E � � U � � m � � � � � � 2 � � � � �A■ Z � �i � 3 J pQU w � 0 � �' = OaW F_ rn �- � � U Q � L1J U Z L11 � � W � Q � Q 2 � b � DATE: 02/26/2014 SGALE: AS SHOWN DRAINN: SMB �: �� FOUNDATION PLAN SkEET: S-1 OF SHEETS HTT4 ____�------� �� ---- �------- II I� � ii As �� II I� ST6236 ON TOP PLA' TfPIGAL�(W TO(F� \ ___,�_�I.—. HTT4 �� I� Ir--� ��==- �� II � � I� �� I� �� I I W-I-G �L-- �I � I r--� �� I I Hrr4 I I �� I I %2FIZ�igfY I I � � !E) � � \I I a��ROOM 4 i I FAM a�� II I� I I �, �I J -i�-'-----�c— x--=----i�----�-- ii ii �� EJ 2XI0 FLOOR I I � JOISTS FIELD �� C�� VERIFY �J �� L—-- —JJ —� �� ^ c IIII �� _=�__ ==�111 I� � �� II �� n �� HTT4 I� II �.�_��_ —__� �II I I �� I�� iii i i n �II I I �I �II I I I iu�-----�I ---�a^�—� F3 DET '-`-_-__ _____ U-r -- - i i i i i i i.i i i i i N-r- --r-r-T-�--- I�I 1 I I I �� i i i i i i ` L 1 1 J �' I 1 �- __ / I —�\--r-_ i i �� i ��i I I I I I UP'P-�-��PEN-+-�+----r. i i i i i i i i i i i � LL1_ _I—___ FRAMING,SEE �r.Mai tM81� � �HTT4 _�---------------�--�_3---- ST6236 ON TOP PLATE $ENT DONW ON DOUBLE PLATES LOWER Fi�MING PL�N SGALE: I/4«_��-O• WOTES� -FOR THE SIZES OF ALL STRUGTURAL MEMBERS(pp5T5,gEqMS,{ZqFTERS AND THEIR GONNEGTIONS DETAIL ARE SHOWN ON THE STRUG1lJRAL MEMBERS AND GONNEGTIONS GHART. �•�� `r,P.a t�• �'� � ��,e �..rr�,ii.��i i1-. . _�...._. �..a. a � � �i�'� '��I��Ci�l�,�...�.�.�.1�'� �`�—� �...=- ��1}�; �� -- -��f.' .......+wAr.ww..�.w�'.w �.�.o�.�..� i��!��,,��i � � , '�..._.. (l;&S2�9��?at�2� ��._ -....-_,_ HTT4 ��— --�? �L==�_ L-----� �jl KIT HEN ��I 4 �II ---------------'7� �il LLEGTOR I�I DET.GF�b/LD-I i I i Ij I� �2 �I �i I� � A�� LLEGTOR �I �ET.GF26/LD-i l� �I —HD9 ——— — —————————I� IGOLLEGTOR — ———_— �DET.GF�6/LD=-1 9 �2 il #� Y � LIUIN ROOM (. � T %�ST6236 BEAM .... / AND D LE RAFTERS _.`. �_ .��_ � ��L�� ..�� • 1 .- - . •-- L�� MINIMUM b SHEAR LENGTH(b-FEET) x I �iZZr[i7ST1i�SI1i1S�iT�ir� SHEAR WALL S� I � — — — — — � BEARIN6 WALL I � I �£!/�s'/�l�/7�/t�/f3 I � � — — — — — � EXTENTS OP RAFTER OR JOIST SPAG I NG � 0 �J'fi/�i%� ST6�36 ON TOP PLATE TMPic,�•(rU ro(e) ST6236 ON TOP PLATE TYPIGAL m(W TO(E) i,====�-----�===��==�------�=====_�,===�-------�__- �� I�j �I I� III I�� I I� III I�� I I� 111 � � � I�� I I I (�J BEDR M 2 �II �� I i (E)BEDROOM I j I I I I i�� (C)M.A TER BEDROOM I I r-- J ii i p�,pdN„ � i�-- iii ��j ��cti)PpO��y� � � I I I i�� W,.f,�(E)r?1.tN GOLLAR � I I I �� '��I �� III ��I I� Iil II� �-----—�� -- Cir,r,r,r--,r--,-.,,II I L-- II tl A A N ry I I I � ] C� DNs�-s-r--n--ir-�� I r I� �l (E)HALLWAY N N o ; d ;. ; I I I II �� 1L JI-JI- I II �L-- —�fL— ^ ��______�-f�°_cT �� IIi I I �r--� C__^i_� i i I I�-II II�II II_I��J I�� ------_-, __ III I I I I I I I I I�`I-II II II_µ_.�___J`�\ III ��I J I I I ��-_J� �� !I_.11_�L_�IL_ll ;�-------�II �� r--�� WALK-IN-GLOSET �� 1 I �----------- -------71I ��I �I I I lE)8A i HROOM I I I�� I �I I I I I I�� I �I I I �I III - __J�__ -___�----- _________�--�--�_____�--�----�__ UPPER 1?OOF �i�M I NG PL�N SGALE: I/4•_�,-O• ROOF FRANIINFa AICrTES� • THIS RDOF STRUGIURE IS DESIGNED FOR ROOFIN6 N�IbHING 3 PSF. v��s��I��r��i�°wmd6��-"��,��t.,�i�Hr. • ONLY SHEAR WALLS AND BEARIN6 VQALLS BELOW THE FRAMIN6 PLANS ARE SHONAI. LI3 FOR OTHER WALLS SEE ARGHITEGTVRAI_PLANS. �-I . ALL F�ADERS ON BEARIN6 WALLS ARE 4XI2 DF�2 U.N.O.,SEE DET.BI/SD-I. . WALLS WITH HEIGHTS OVER IOFT.SHALL HAYE 2X6 DF��STUDS•Ib'O.G.,U.N.O. � IT IS REGOMMENDED THAT THE GOLLEGTOR STRAPS BE ATTAGHED TO THE WP.I_LS SEPORE ROOF AND GEILING PRAMING IS INSTALLED. . THE TIEDONMS SHONW ON A FRAMIN6 PLAN ARE CANNEGTIN6 THE WALL BELOW THE FRAMING TO TkE LOY`ER WALL BELOW OR TO THE FOOTIN6. . FOR ROOF SHEATHIN6 USE?'(MII�U PLYNIOOD 6RADE G-G,G-D OR SETTER WITH THE EXPOSED bRAIN PERPENDIGUI.AR TO THE RAFTERS. NAIL IT WITH 8d•6"O.G,m PD6E AND 12"O.G.IN FIELD.THE PLYWOOD DIAPHRAGM MUST BE GONTIM10U5 UNDER THE GALIFORNIA FRAMING. . PROVIDE HAN6ER5 POR RAPTERS AT VALLEY BEAMS. . REMOVE THE FJCISTING ROOFIN6 UNDER THE GALIPORMIA FRAMING(MANDATORY). _ _THIS STRUGTURE HAS NOT BE DESI6NED TO SUPPORT MANUFAGTURED TRUSSES. SHEAR AND BEARIN6 WALL NON-BEARING WALL V�HERE SFIOV�N GOLLEGTOR INDIGATES METAL S1R,4P t BLOGKS OR TRUBS(RAFTE-IZ1 TOP GDRD NAIUN6 ft5 SHONN ON T'F�GOLLKiTOR DETAIL TYP. BEAM OR HEADER RAFTER,TRU55,OR,J(jIST 5EE PLAN P05T TO A LON�R FLOOR OR TO FOUNDATION POST BETWEEN BEAMS GALIFORNIA FRAMIN6 USE DETAIL M81 • FOUNDATION DETAILS ARE SHOWN ON SHEET FD-I . FRAMING DETAILS ARE SHOINN ON SHEET WD-I • LATERAL BRAGIN6 DETAILS ARE�HIWN ON SH�T LD-I STRUCTURAL MEMBERS&CONNEGTIONS CHART IDEN?.DEBGRIPT. 517i MATERIAL GONNEC110N5 9UPPORT9 REMARK R 1 B EAM 31/2XI1 1/4 PA�E M EpU4 4X6 P09T5 BEiWEEN RAFTEILB R 2 B EAAA S t/27f9 V4 PA�M EPG44 4X4 P05T5 FLUBH W/LEILING R 3 B EAM S 1/2Xii 1/4 PA ZDE M EpG44 4X4 P05t5 FLUSH W/CEILING R4 BEAM 4X8 DF32 LLE4,LPC4Z 4X4 P09T9 BELOW RAFTERS RFi RAFTERB 2X6 DFF2 DET.A1 BEARING WALLS 6 �24"O.G. BEAMB RF2 RAFTERS 2X12 DF�2 DET.A2,U210 BF�IRING WALL9� ��'O�. BEAMS RF3 RAFTERS 2X8 DFi2 DET.AL A2 BEAMB �2}"O.L. F 1 BEAM 51/AXit t/4 P��M (�GGQ54 4X8 P06T8 FLU6H WN J016T6�BOTTOM F 2 BF1,M 51/4X11 1/4 P^2AE M (�GGQ54 4X8 POSTS FLUSH WN J015T8 Qa BOTTOM PARALLAM ECCGLra4, F 3 BEAM 5 U4%11 1/4 4X6 P09T5 FLUSH W/J019T8 de 607TOM ZAE HGU355/12 P 4 BEAM 31/2X18 P^AE M ECCQ44, 4X4 P09T8 FLUSH W/J015T5�BOTTOM F5 BEAM 4%12 DF�2 DET.Bt 4X4 P09T8 HEADER F8 BEAM (2)?X10 DF�2 EPGF4 4X4 P06T0 FLU9H NOTE:ALL P05T5 SPECIFIED IN TH15 CHART,MUST BE DF#2 OK BET7ER. 0 N� (V Q N p N F Z N wZ f i v°, s� � U �m _O �N�0 3�o" ��m"` Ww?� m-°�� o= � ��z� °u _ aQ �a � � � U � � � °u � � = � � � � u � � 2 � ,J tEi � � 3 Q. °u 3 pQU W � Z � �.. L1J � � � � � U Q � W U Z W � � W � Q � Q _ � � 3 DATE: 02/26/2014 SGALE: AS SHOWN DRAWN: SMB J08: 14012 ROOF FRAMIN6 SHEET: S-2 OF SHEETS � (E)FOOTING � (W 1x JOISTS,SEE PLAN O EDGE NAIL O2X LEDGER � 16d AT 6"O.G.(STAGGERED) (2_��) 2 (SAME SIZE AS JOISTS) b (w GIRDER WITH W46 OR GH HANGER NAILED N1/(3)Ibd o Ib"O.G. (LEAVE(Fa FDN.VENTS OPEW O SHEAR WALL A5 OGGURS SEE DETAIL LI T'P. O3 U2x HANGER (t�U FLOOR (E)FLOOR GONSTR. GONSTR. JOISTS//TO SPREAD FOOTING �LOOR �Rf�MING OI (E)FOOTING O2 �4 DOWELS T3B,ENBED 8"W/ "ET22"EPDXY AND EXTEND AS SHOWN OPOST ABOVE O (N)GONGRETE FOOTING SEE PLAN 1N/(3)�4 TbB EA.WAY O4X POST NV LPG4 GAP f ABE44 SASE O (EJ FLOOR CANSTRllGTION OPAD GRADE O4X BLOGKS OJ015T OR GIRDER 10 SILL PLATE,IF OGGJRS (W PLOOR (F�FLOOR GO TR. 'CANS7R. �� —i�1 �al A i�il� ••t �II�� .. JOISTS 1 TO SPREAD FOOTING T28 INTERIOi? FOOTING �3 �� R' ;.*,�i,,;i � �, �,l�e�i:a:e.'Sti,s�Ic� i��i�i ��j��iC�ti�� '!L'-�/� -/S ��J��'�� _ �'—l�'�/� �� 5ign��i�r�_ � (Case ManG��e�;� _ T3q PLYWDOD SUBFLOOR O2 2xb D.F.P.T.NNDSILL U.N.O. SEE SHEAR WALL SGHEDULE 3O 5/8°m A.B.AT 4'O.G.MAX.EMBED"1" INTO GONGRETE.SEE FOUNDATION PLAN NOTES. AL50 SEE SHEP.R WALL SG}IEDULE FOR ANGHOR BOLT SPAGING AT SHEAR WALLS. O4 FLOOR JOIST SO 2x SOLID BLOGK Ob GIRDER,WITH GFI HANGER OGIRDER AT SIMILAR GONDITION B� (2)�4 TdB TYPIGAL OFINISH GRADE 10 PAD GRADE II EDGE NAILING AT SHEA.R WALLS 12 8"CANGRETE STEM GENTERED ON FOOTING 13 SILL NAILING AT SFIEAR WALLS OI POST,SEE PLAN d MEMBER GHART 2O SILL PLATE 3O PLYWOOD OJOIST OR GIRDER OPAD GRADE bO 4X BLOGKS OGONGRETE FOOTING Nl/�4•I b'EA.WAY OD.F.P.T.POST, SAME SIZE AS P05T ABOVE WITH LPG GAP 6 ASE POST BASE (6ALV� 14 2x SOLID BLOGK OR RIM JOIST IS GLIP ANGLES PER SHEAR WALL SGHEDULE (IF NOT A SHEAR WALL,PROVIDE A39 OR LTP4�Ib"O.GJ d U N w. L� i Z / ry � �II li � 1 � � ��1I/// �,.1�/� � � •� � � � 12 �p.i '� �� " IS" V 8 IS" V 8 � m �1 MININAIM Ib'WIDE FOOTING AT HOLDOWNS, IF"DETAIL B"WET SET BOLTS ARE USED J015T5��TO POOTIN6 �DETAIL L2 �p�5T5 1 TO FOOTIN6 TYPIG�4L EXTERIOR FOOTING TI SEE FDN.PLAN INTERIOi? FOOTING � POST OEXTERIOR FOOTING, SEE DETAIL TI O2X FLOOR JOIST,GANTILEVER SEE PLAN OSTUD 1NALL O2X SOLID BLOGKIN6 SO PLYNIOOD SHEATHING OA35 GLIPS•16"O.G. OSHEAR MATERIAL,AS OGGURS SEE PLAN 8O PLYINOOD EDGE NAILING qO BLOGK t NAIL ALL PLYWOOD ED6E5 IN THIS ftiREA WITH 8d AT b"O.G. 10 SILL NAILIN6 II FINISH GRADE,AS OGGURS T23 G,4NTILEYER FLOOR O (FJ FLOOR CANSTRUGTION O (FJ FOOTIN6 OPAD 6RADE O (W GONGRETE PAD NU%4•12"O.G.EAGH 1NAY SO PROVIDE#4 DON�L EMBED 6"Y'V ET22 OHOLDOWN,AS OGGURS SEE PLAN d DETA L L2 OFINISH GRADE, �o� 8O ALTERNATE CANDITION � � SEE PLAN GONGRETE PAD [rro�+o�oww T26 OFLOOR GONSTRIIGTION,SEE DETAIL TI O4'CANGRETE SLAB WITH �3�12"O.G.EAGH WAY 0� fALTERNATE:bxb-W2.Ox�.�.,•,_", OFLASHING BY OTHERS � ENGINEERED PILL, GOMPAGT TO 95A5 OSTEP AS OGGURS OFINISH GRADE OPAD GRADE OTYPIGAL FOOTIN6, SEE DETAIL TI qO �4 TOP AND BOTTOM 10 GONG.PEDESTAL A5 OGGURS SEE SOILS ENGINEER REPORT FOR BALANGE OF INFORMATION REGtUIRED,TYP. r�7 GONGRETE PORGH Oj CANGRETE SLAB,AS OGGURS SEE FDN.PLAN d DETAIL T2 OPAD GRADE 3OPOST IF OGGURS, SEE FRAMIN6 PLAN O4 ABU POST BASE IF OGGURS OFINISH GRADE, A5 OGGURS O2x D.F.P.T.MUDSILL AT PERIME7ER OP GOLUF�tht OPROVIDE(�5/8"m ANGHOR SOLTS PER PIEGE OF MUDSILL EN�ED i"INTO GONGRETE SEE FOUNDATION PLAN NOTES O8 #4•12"O.G.EAGH WAY NorE: IF POSTS OGGU25 ON MUDSILL, TOE NAIL POST TO F�0.JD�.�ILL WITH(4)Ibd (DO NOT USE POST SASPJ GONGRET� PP�D BELOW %� FTG. T2 SEE ARGH. 3 PLAN 4 � � Z f Z = i � � � � — �- _' _ _ ,_�I I�I . . I I'_ I_ itl�� GOLUMN FOOTING �71 ' .! ��'� T13 T14 GENER�L NOTES FdJNDATION • WHERE PRAGTIGAL,EXGAVATIONS WILL BE MADE AS NEAR AS P0551BLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE STRUGTURE. NO MATERIAL WILL BE EXGAVATED UNNEGESSARILY. AS EXGAVATION PROGRESSES,GONDITIONS MAY DEVELOP REQUIRING GHANGES. SUGH GHANGES WILL BE MADE ONLY AS DIREGTED BY THE SDIL OR STWIGTURAL ENGINEER. • MUDSILLS SHALL BE PRESSURE TREATED. • PROVIDE UNDER-FLAOR VENTILATION WITH NET AREA NOT LE55 THAN I SG2.FT PER I50 SQ.FT.OF UNDER-FLOOR AREA. (PER G9G 1203.3) LOGATE VENTS BELOW WINDOWS IF POSSIBLE,50 THEY DO NOT OGGUR BELOW SHEAR WALLS. SEE ARG}iITEGTIRAL PLANS FOR ADDITIONAL INFORMATION. rnwa� • GONGRETE FOR ALL SLABS,FOOTINGS AND PIERS WILL HAVE A MINIMUM ULTIMATE GOMPRESSIVE STRE55 OF 2500 P51 AT 28 DAYS, • MAXIFIUM SLUMP WILL BE 4", • MAXIMUM AGGRE6ATE SIZE WILL 8E I I/2", • DOWELS,ANGHOR BOLTS,AND OTHER EM6EDDED ITEM5 ARE TO BE SEGURED IN PLAGE BEFORE CANGRETE IS POURED IN PLAGE, • MININUM GOVER FOR REINFORGING WILL BE 3"FOR CANGRETE GAST A6AINST T1iE EARTH AND 2'FOR GONGRETE GAST IN FORMS,EXPOSED TO WEATHER OR EARTH • OPTIONAL GOLD JOINTS MAY BE USED WHERE IS SHOWN. THE GOLD JOIN75 MUST SE GLEAN,FREE OF EXIRANEOUS MATERIALS,AND INTENTIONALLY ROUC�FtENED, • ALL CANGRETE IS TO BE REINFORGED UNLE55 NOTED"UNIZEINFORGED CANGRETE'ON DRAWINGS. fANGRETE BLOGKS-MA50NRY(GM.Uj • USE GRADE N SLOGKS CANFORMIN6 TO ASTM SPEUFIGATION G-90. REINFORGE AS SHOWN ON THE DRAWINGS, USE GBG HIGH LIFT GONSTRllGTION.F4n=1500 P51. • MORTAR MIX NNST GONFORM TO IBG TYPE M OR 5. • FILL ALL GELLS OF NlA1.L5 WITH GONGRETE HAVING AN ULTIMATE CAMPRESSIVE STRENGTH OF 2500 P51 AT 28 DAYS AND A SLUMP THAT WILL ADEQUAT'ELY FILL THE GELLS. • MORTAR MIX MUST GONFORM TO 18G TYPE M OR 5. • PROVIDE SPEGIAL INSPEGTION GONFORMING TO SEGTION I'104.5.2 OP G0G WI-�RE SPEGIFIED ON DRAWIN65. u�iuFna�iu,s a�i • ALL STEEL REINFORGEMENT WILL BE DEFORMED BARS GONPORMING TO PSTM DESIGNATION A615 6RADE 60 FOR M4 AND LAR6ER AND 6RADE 40 FOR�3 AND SMALLER, • LAP ALL REINFORGING SPLIGES A MINIMUM OF 40 BAR DIAMETERS BUT IN NO GASE LE55 THAN 18', U.N.O. • ALL REBARS WILL BE GLEAN AND FREE OF EXTRANEOUS MATERIALS. S7RUG7URAI_57ffi. • STEEL 6RADE5 SHALL BE:NNLP55 NOTED OTHERWISE ON DRAWING) -ASOOB FOR TS -A36 FOR SALANGE OF SHAPES.U.N.O. • TF�R1LL PENETRATION NlELDS MUST BE IOOAS TESTED BY NON-DESTRLGTIVE TESTS EXGEPT FOR THIGKNE55 LE55 THAN 5/Ib INGH. • V�LDIN6 SHALL ONLY BE DOt�BY AWA GU2RENT GERTIFIED Y�LDERS(SHOP OR FIELD)USINb E10XX FI Ff�RODES PER THE RULES AND RE6ULATIONS OF THE AINA FOR THE TYPE AND CANFIGURAT�ON OF TF�MATERIALS TO BE JOINED. Lld� • ALL WOOD MEMSERS WILL BE DOUGLAS FIR KI EXGEPTS WHERE IS SHOWN OTHERWISE, AND SHALL HAVE A MAXIMUM MOISTURE GONTENT OF 14%. • WDOD WALLS SHALL HAVE 2x D.F."S�VD"GRADE STUD�O 16'O.G.MAX.U.N.O. • ALL SILLS,LED6ER5 AND OTI�R N�h�ERS LOGATED WITHIN H`OF FINISH GRADE,IN DIREGT GONTAGT WIT}f CANGRETE,OR EXPOSED TO N�AT'FlER,WILL BE PRESSURE TREA'I'ED DOWLAS FIR OR FOUNDATION REDWOOD. • ALL WOOD MEMBERS EXPOSED TO Y�ATF�R SHALL BE PRESSURE TREATED,REDWDOD OR DEGAY RESISTANT. • ALL NAILING WILL BE PER GBG TABLE 2304.9.1,FASTENING SGHEDULE,UNLE55 NOTED OTHERWISE. • 6WLAM BEAMS WILL BE GOMBINATION�4F WITH EXTER�OR bLUE AND STANDARD GAI�BER U.N.O. • THE PROVISIONS OF SEGTION 2308,2013 GBG WILL APPLY IF THE STRUGIVRAL PLANS DO NOT PROVIDE SPEUFIG INFORMATION. • ALL MIGROLLAMS SHALL SE 1.9E BY TFIE 7RU55 JOIST GO.OR EQUAL,ESR-1381. • ALL PARALLAMS SHALL BE 2.OE BY Tt�TRU55 JOIST GD.OR EQUAL IGG ES ESR-198'7. • ALL TJI JOIST SPEGIFIGATION GALLED OUT ON THE MEMBERS AND GONNEGTION GHART AND SH,4LL BE BY THE TRU55 JOIST GO.OR EQUAL IGG ES ESR-1153 8 198�. PLYYVOOD • PLYNlOOD SUBFLOOR WILL BE G-G,G-D,OR BEiTER,Tdb WITH EXTERIOR 6LUE U.NA.MIN.DIM.�24' �nt.aNV s�cin�i�rorr • TESTIN6 AND INSPEGTIONS WILL SE IN CAMPLIANGE WITH�013 GBG,GHAPTER I"I. BR,tiGINEs AlJD SFIORIN6 THE GONTRAGTOR WILL PROVIDE TEMPORARY SRAGIN6 AND SHORING DURINb T1-E GONSTRUGTION UNTIL THAT PORTION OF THE 5'fRUGMtE SUFFIGIENT STREN6TH TO SIA'f'ORT SAFELY ITS NEIGHT AND LAAD� PLAGED THEREON, ALL BR/iGINb ANU� RIN6 WILL BE DESI6t��D TO SUSTAIN ALL GONSTRUGTION LOAD�,SOIL LOADr,LATERAL LOAD�,AND OTHER LOADS THAT TF�STRUGMtE MAY BE SUB..EGTED TO. HAB219ABE • TIiE HARDWARE USED FOR WOOD GONSTRllGTION CAN�GTORS WILL BE MAMJFAGTURED BY SIMPSON STRONb-TIE CAMPANY OR APPROVED EGZUAL. TF�NAILIN6 AND BOLTIN6 TO THE GOkSTRUGTION ELEMEMiS WILL BE AS REGOMMENDED BY THE MAMIFAGTi1RER • USE fiOT DIPPED 6ALVANIZED GONNEGTORS AT EXPOSED N�ATF�R GONDITIONS. • THE SPEGIFIGATION FOR BOLTS,FASTEt�R,!GONNEGTORS, IN CANTAGT WIT+i PRESSURE TREATED WOOD,MUST GOMPLY W�TH TFiE GORRO�ION REStSTANGE REQUIREMENTS,FOR TF�1`(PE OF PRES� TREATED WOOD USED. �ox�C • SIMP�.�ON'SET-XP"EPDXY(IGG ESR-2508) �BAIu�..R • SLOPE ALL FINISH 6RADE5 ADJP.GENT TO POUNDATION AWAY FROM THE BUILDIN6. • DIREGT WATER FROM ALL DOY`PlSPOVTS AWAY FROM T1iE BUILDIN6 U51N6 CANGRETE�?LaS!�!BLOGKS. aiscrz�aaGFs • rr�coNnxncTOrz wiu.coor�iw,re r+�srRUCn�u DRnwiriss wrrt+or�r�or�nNic,o�nrrv FI FrTRIGAL DRAWINGS AS TO LAYOUT DIh�N510N. ALL DISGREPANGI£5 WILL BE REfORTED TO TF� �u�x FoR�R nn.usrr�Nr s�o+��wc�vir�zz win+n�rar�zK. R�TIGE TO OTFER DRAWIN65 • 5�ARGHITEGTl1RAL DRAWIN65 FOR LAYOUT DIMENSIONS,ELEVATIONS,DEPRE5510N5 IN SLAB, OPENINGS IN WALLS AND ROOF,PAVIN6,GUR85,PARAPETS,EXTERIOR 6RADE5,ROOF SLOPES, GRIGKETS,VENTILATION,MOISTURE PROTEGTION,AND DRAINS. OMISSIONS • IN THE EVENT THAT GERTAIN FEATURES OF THE GONSTRUGTION ARE NOT R1LLY SHONW ON TI$ DRAWINGS OR GALLED FOR IN Ti-�6ENERAL NOTES OR SPEUFIGATIONS,THEN T+iPIR CANSTRUGTION WILL BE OF T'F�SAME GHARAG7ER AS FOR SIMILAR CANDITIONS THAT ARE SHOY�PI OR GALLED FOR. MIV FI I 6AIR/]1 K � • TYPIGAL DETAILS WILL APPLY NIHERP NO SPEUFIG DETAILS OR SEGTIONS ARE 61VEN. • THE CANTRAGTOR WILL VERIFY ALL DIMENSIONS,ELEVATIONS AND GONDITIONS PRIOR TO STARTIN6 GON5TRUGTION. • ANY DEVIATIONS FROM THE PLANS,YWiIGH ARE NEGESSITATED BY FIELD GONDITIONS OR,4M( CAND�TIONS DIFFERENr FROM THE i'HO�E INDIGATED ON PLANS WILL BE GALLED TO T#�ATTENTION OF THE STRUGTU2AL ENGIN�R ALL WORK IS TO BE GOORDINATED 50 THAT CAOPERATION 6ETN�N THE TRADES, WHERE REG2UIRED,IS AGGOMPLISHED. • ALL DIMENSIONS TO TAKE PREGEDENGE OVER SGALE.SFIOWN ON PLANS,ELEVATIONS,SEGTIONS OR DETAILS. • NOTES AND DETAILS ON DRAWIN65 SHALL TAKE PREGEDENGP OVER bENERAL NOTES OR TYPIGAL DETAILS. A�s_ AB. •••••ANGHOR BOLT fTb. •••••FOOTINb Td8 •••••TOP<BOTTOM ARGH. .....ARGHI7EGIURAL L.S. .....LA6 SGREW TYP. .....TYPIGAL BLK. •• ••BLOGK M8. •••••MAGHI�BOLT U.N.O. •••••UNLE55 NOTED OTi-�RWISE G.J. •••�•GEILIN6 JOIST MIR ••••�MIRROR D.F.A.T.•••••DOWLAS PIR GONT. •••••GONTINJOU�' (1� ••••�NEYr PRESSURE TREATED DIA. •••••DIAMETER N.T.S. •••••NOT TO SGALE W/ •••••WITH DET. �•�••DETAIL O.G. •••••ON GENTER m •••••DIAMETER i� ••�••EXISTIN6 PLY. �•�•�PLYWOOD � •••••GENTERLIhlE EXIST. .....EXISTIN6 RF .....RAFTER I� .....PLATE E.N. ••��ED6E NAIL SB. ••�••SOLID BLOGKIN6 FDN. •••••FOUNDATION S.N. ••�•�SILL NAIL Q z O N � � O z �^'mo rn �� uurn�` � m°T� � vm ?�o� ae n � � � � � � u = � � U � � = � x � � � U z 2 � � � � � � � 7 p ¢ U W � Z Oa. W Q � � Q � U � W U Z W � � L1� � Q � _ � b 3 DATE: 02/26/2oI4 SGALE: AS SHOWN DRAWN: SMB JOS: I4012 FOUNDATION DETAIL SHEET� FD-1 OF SHEETS lO 2X RAFTERS,SEE i'LAN OBEAR�N6 VrALL�BEAM�OR F'�E/1DER AS OGGURS,SEE PLAN O2x GALIFORNIA FRAMING,�24"O.G. OSKEW 2x BLOGK•4'O.G. TO FALLOW VALLEY LINE NAIL W/3-16d•EAGH END OS 2XI0 MIN.SLEEPER A VALLEY, WITH Ibd�b'O.G.TO SKPWED BLOGKS d (3)I bd�EAGH RAFTER OR TRU55 � wtTM ls)i��a�ro�w��it-R�sp`ew�R O2X4 BRAGES o EAGH RAFTER •b'O.G.MAX.ALONG THE SLEEPERS, NAIL TO RAFTEFtS d SLEEPERS WITH (3)Ibd TOE NAILS AT EAGH END OPROVIDE 2xb GOLLAR TlES�4'O.G. IF L>5ft �4 (3)12d,AT GOLLAR TIES,TfP. NOTE: -REN GAL -PRG TFiRi 10 2X4 PONY WALL W/PLYWOOD PER�U.N.O. II 2X BLOGKS BETWEEN RAFTERS 12 PLYWOOD SHEATHIN6, SEE FRAMING PLAN NOTES 13 PLYWOOD EDGE NAILING 14 SILL NAILING, PER SHEAR 1NALL SGHEDULE �g GLIP ANGLES PER SHEAR WALL SGHEDULE (IF NOT A SHEAR WALL,PROVIDE A35 OR LTP4 o Ib"O.G� Ib ATTAGH GA.RAFTERS TO SLEEPER WITH(3)IOd TOENAILS I'1 2X RIDGE BOARD,AS OGGURS ONE SIZE LARGER THAN RAFTEi25 18 2x RAFTERS BEYOND,AS OGGURS G�41..I FORN I� �R,4M I NG .1 TO R,4FTER5 I MS I Oj POST SEE PLAN OBEAM,SEE FRAMING PLAN FOR SIZE OSiUD OTOP PLATES O5T6236 STRAP,TIE NV20-IbD NAILS EAGFi END NSE 2-T522 STRAPS A5 ALTERNATE TO ST6236) OSIMILAR GONDITION FLUSH BEAM,STRAP NAILED TO BOTTOM OF BEAM NOTE:PROVIDE EDGE NAILING ALON6 THE GOLLEGTOR. � GOLLEGTOR DET,41 L Oj POST SEE PLAN OBEAM,SEE FRAMING PLAN FOR SIZE OSTUD OTOP PLATES i � ��i` j: 'f - � Ob iiiiiiiii / g ST6236 STRAP,TIE NU20-I6D NAILS EAGH END(USE 2-T522 STRAPS AS ALTERNATE TO ST6236) OSIMILAR CANDITION FLUSH SEAM,STRAP NAILED TO HOTTOM OP SEAM OPONY WALL A90VE,AS OGGURS USE:SHEAR N1ALL�I ON SFfEAR WALL GHART 5�SFfEET LDI UNLP55 OTHERWISE NOTED ON PLANS. NOTE:1'ROVIDE EDGE NAILING ALON6 THE GOLLEGTOR. GFS GOLLEGTOR DETAIL OED6E NAIL FULL LEN6TH C C C C O GFS- � ��.i�si��ii�:x� �� ii�ation �� —��/�// i� sr...+ � ir'.r r. ,��p�r�'��! Dat� �'— —,!��______�� ic�nature (Ca�,�P�anager'� �,.`� -- GOLLEGTOR DETAIL G�26 SHEAR WALL SGHEDULE � �j e � � /a\ � p � � PLYMIOOD S/8' ,✓` 1/1' S/B' nncKr+ess a'�'��'E �60 520 380 l60 490 980 640 I]80 TO 8�0 51$AR ED6E NAILIN6 8d e 6' 8d m b' 8d 9 4' 8d e 4' Bd 9 3' 8d O 3' Hd m�' 8d 6 2' IOd O�' IOd 9�' �� Bd O 12' 8d e I�' 8d O 1�' 8d s I�' 8d A I�' Bd o I�' IOd 0 13' IOd o I�' IOd s 12' IOd e 17' NAILIN6 Ibd�5' Ibd O 25' Ibd s 3' 16d e 3'O.G. 51LL NAILIN6 � � � SDS I/4x4 I/2 OR SDS I/4x4 IYl SDS I/4x4 I/1 SDS I/4x4 I/7 SDS 1/4x4 I/2 SD5 I/4x4 I/� SDS I/4x4 V2 SDS I/4x4 I/2 SDS I/4x4 I/2 •5'O.G SDS I/4x4 I/2 O 4'O.G. O 6'O.G. O 3'O.G. •5'O.G, O 4'O.G. •12'O.G. s b'D.G. e 10'O.G. •8'O.G. A35 O 16' A35 e I�' L550�12' LS'70 o I�' OR L550 9 I�' OR L590 B I�' L550 9 12' BOTH SIDES LS'10 O 12' BOTH SIDES L590 s 11' L590 i I�' GLIP AN6LE5 LiP4 e 24' OR LPT4 C Ib' OR OR OR OR OR OR OR OR L590 s 16' OR (�)L550 e Ib' L5'10 i 16' L5�0�I6' L590 O Ib' L5�10 9 Ib' (2)L550 e Ib'(�L550 1 Ib LS'10 O 24' L550 9 Ib• eoni si�s eoTr+sives 2x M1Dr�L1' WIiH 5/8'DIA. •4'-0'O.G. •�'-0'O.G. •3'-0'O.G. •I'-b'O.G. 0 2'-b'O.G, o I'3'O.G. •�'-0'O.G. 9 I�'O.G. •I'-6'O.G. •I'-4'O.G. ANGHOR BOL75 SHEAR WAI.L AND FRAMIN6 CAN�GTION NOTES� I. ALL MJDr,�ILL ANG4iOR BOLTS SHALI.BE 5/H'DIAFffTER,EMBmDED T MINIIAM INTO T}E GONGRE'fE,AND SHALL HAVE A 3'X3'XI/4'PLAiE Y4l5FER T}�ANG4i0R BOLT SPAGIN6 SHALL BE 4'-O'MAXIMkt�EXGEPT WFiERE SFIOYN OT}IEW'lISE(SEE SV�AR YVALL SGh�DI1LE1.EAGH PIEGE OF MIDSILL MYT HAVE A MINIMIM OF TWO ANC.HOR BpLTS LOGATED NEAR i}�ENDS, AND NOT MORE THAN 12'OR LE55'fHAN"f BOLT DI,M�TERS FROM EAGN END. MINIFUM DISTANGE FROh4 FAGE OF GONGRETE TO GENTER OF ANGHOR BOLT IS 2 3/4'. �. Q SYMBOL INDIGAiES TI$SF�AR WAL,L.TF�MIMBER INSIDE i}E TRIANCaLE II�IGAiES TME TYPE OF SHEAR MATERIAL AS SHOWJ ON T}g 5lgAR WALL SGFgDULE. TF�FAGE OF T}E YL4LL WFBiE Tl$51$AR MATERIAL IS APPLIED IS AT 7FE GONTRKTORS OPfION. •g•srr�o�irroicn�s a.rwooD n�iev To eon�si�s oF rr�wnu. 3. T}�SFgAR WALL PA�I.LEN6TH INDIGATED ON TTg PLANS H/5T BE h1EA5URED FROM T}E OUTSIDES FAGES OF TI$SHEAR PAl�L PO5T5.i}$EFFEGTIVE LENGTH OF TVg SFgAR PANFJ_ (USED FOR LATERAL GALl.UI.ATION�)IS MEASURED FROH 1}g GEN7ER OF iTg I�OLDOYdI ANGHOR BOI.T TO TFE OUTSIDE OF iHE OPPOSI7E POST OF Tl$SHEAR PA1gL. 4. PLYYiDOD U`.aED FOR 51$AR YIALLS SHALL BE 6RADE G-D,G-G,OR BETTER. 5. TFg PLYYIOOD F�T BE BLOGKED AT AI1 ED6E5. b. THE FRAMIN6 MET�BERS AT ABUTTIN6 PANELS M/5T BE 3X MEMBERS. EXGEPTION�'�I 'MAY BE iX '1. SF�AR WALLS SHALL EMEND FROM SILL PLATE TO RDOF OR SECAND FLOOR DIAPHRAGM. USE SFgAR MATERIAL,BLOGKS,OR OTHER STR11G1lA2AL ELEMENTS TO PROVIDE A POSITIVE GON�GTION BETNEEN DIAPHRAGM AND WALLS.Sff FRAMING DETAILS AND DETAIL LI. 8. TF$SHEAR WALL MATERIAL SHALL E%TEND TO T1iE PERIhETER OF Tl$DOOR OR WINDOYi OPENIN6. 9. 8d A�IOd NAILS SHALL BE GOMMON NAILS.TF�SILL NAILS SHALL BE GOMMON NAILS, POY�R DRIVEN FASTEt�RS YIILL NOT BE PERMITTED ON EX7ERIOR OR SF�AR NW15, (6ALVANIZED NAILS M15T ONLY BE USED ON PRES� 'iREAiED FA1D51LL5) 10.PLYYIOOD JOINT 1 SILL PLATE NAILIN6 SHALL BE STA66ERED. II. PROVIDE ED6E NAILING FU1.LENGTH,TO PO5T5 OR DOUBLE SiWS,THAT HAVE STRAPS OR HOLDOY015 ATfAGF�D TO T}gM. 12. PLYWOOD SUB-FLDOR AND SILL NAILIN6 TO BE NAILED INDEPEI�ENTLY. 13. 2X HLOGKIN6 SFiALL BE PROVIDED AT RID6E BETY�N MAMIFAGNRED TRUSSES(IF OGGUR�). 14. 7}�ROOF 1 FLOOR PLYWOOD FVST BE NAILED TO THE J:JISTS,RAFTERS,OR BLOGKS WITH EDGE NAIUN6 AT GOLLEGTORS. I5. Tig HARDWARE SVIONN ON T}�PLANS AND GHART ARE SIhNx�ON OR EGXIIVALENT. HOLDOWN ANGHOR BOLTS ANGHOR BOLTS (FOR t�w FoorlNbsJ INTO EXISTING GONGRETE I. HOLDOV`Pl,4NG}iOR BOLTSe USE"5ET-XP'EPDXY HOLDONPI METHOD A M�}�D S ��-L THREAD ROD OF THE REQUIRED EDGE NAILIN6 GONTIN.�SF�AR MATERIAL WITH �� DIAMETER,AS ANGHOR BOLT FOR THE 2xa Porir wn1.L Exr�n ro w,Freizs. ,q��7}{y�qD le HOLDOWN.EMBED ROD WITH"SET-XP"EPDXY � (HOIZ�Z.DIAPHRAGMS) GROUT(IGG ESR-1��2)INTO A DRILLED HOLE. �xa v�anGn�encr+si�oF��e HTT4 55T820 5/b"m 8" rvirri�xa F�nT e�ocK eerv�e� (FOR 5/8"ROD-EMBED 10") U5E 51LL NAILIN6. HTTS 557824 5/8"m 12" (FOR l/8"ROD-EMBED I5"J In'PLYWOOV EDbE rulLltaS pqRqLL�,TO�� W�nLL (FOR I"d I I/8"ROD:MIN.EDGE DISTANGE Rppp�� HDi SST$34 �7Ib"m 18" GO�.TIM10U5 SFgAR MAT921AL =2.�5"(�xb WALL ONLY),MIN.EMBEDMENT=��") �ICULnR ro s�,vt wnu. HDG28 SSTB34 7/8"m 18" ��P�� W/2X4 FLAT FRAMIN6�TRU55 ��E SILL NAILINb 2. SPEGIAL IrLSPEGTIDN REQUIRED� GLIP nr�t.F�rz HD�i SSTB34 I"m 24" DO NOT INSTftLL EPDXIED FfOLDOWN ANGFfOR EvsE NnlLlriS Sr�AR rwLL SctEWLE Hp�2 �•Q 21„ BOLTS,UNTIL THE HOLES b EPDXY HAVE BEEN ��Z DlnPrnzn6r�V INSPEGTED BY THE STRUGTURAL ENGINEER OR HDI9 I I/8"m 2'f' BY A SPEGIP.L INSPEGTOR. SOME UTIES MAY ��/+�L�� REQUIRE A PULL TEST INSTEAD. Ep�W,�� (fANTAGT SUILDING DEPARTMENT) GEILIN6 JDIST 3,MUD5ILL ANG}IOR 90LT5�USE'�Ef_XP•EPDXY IF THERE ARE EXISTING MUDSILL A.B.AND «��w SNEnrz MnreRInL THEIR NUMBER IS NOT ADEQUATE,INSTALL NEW GONT1��TM� c�p��I� GEILIN6 OR NA�L 5/8"ALL THREAD RODS AS AB.IN BETWEEN. q5 INVIGnTED Ori F'LnNS SLOGKIN6 TO TOP �� PLA7E IWlbd O b'O.G. EMBED'I"WITH"SET-XP"EPDXY (5EE SHEaR wnLL Sc�vu�FJ INTO A DRILLED HOLE. 5iLL NAIUt+b 4. N1 DRILLID HOLES: �E walut+5 SILL NAILIN6 BLOGKS AS REQD �-�'✓�00�SUBF�OOR -NNST SE Ya"LARbER THAN THE DIAME7ER OF irsr,au.ev WITH EDbE NAILINb AROUND PERIF�TER, THE p`�-1-THRE'AD ROD• ED6E NAILI AFTER GLIPS AT SHEAR WALLS,t ARd11JD OPENIN65 IN FLOOR U.NA. (SEE PLANS FOR THIGYJ�55) -SEE SHEAR WALL SGHEDULE d NOTES FOR -MUST BE GLEANED UNTIL THPY ARE FREE OF MUDSILL ANGHOR BOLTS INTO NEW GONGRETE DUST. 2x RIM BOARD 5�DETAILS DI t D2 � EDbE NAILIN6 ��K�+ � PER SFEAR YiALL 3x RIM 90ARD � �� OR BLOGKS�SF�AIZ WALL POST,SIZE HOLDONW E�SE tu.IL PER PLAN, SEE PLAN ° Snm wnLL iPS� curs�z sr�nR wnLL d SIMPSON 4x or bx SLOGK SAME o �� `-+��E FOR INiERIOR Si$AR 0 SIZE AS POST ABOVE LorBt WnLL HOLDOWN Sr�Arz rwtE2lnL FLOOR FRAMING AS INDIGATED ON PLANS SILL NAILINb PER'.�F�AR o Ps occuRS �sff sr�x wAU Sc�u�J pas�si�v r�nu_scr�a�e SOLE PLATE MUDSILL ��"�P'S-• mse rrniur� 4x or bx SLOGK SAME � ��D SILL NAILINb P� �� ASTM 30"f,SEE GHART �^��-x�E &-O�� Ar 5�W�nL��is,�t n2�oI,P+D erI�N65RIN FLOOR UNA. SIZE AS POST ABOVE FOR DIAMETER .iol5r (s��r.ns r-orz rHicr.r�ss) (PRE-SEND ANGLF� a-�-T��D TIE ROD TO EvSE NAILINS IGBO APPROVED GOUPLER HORZ.R�AR TYP. 10° 11 �P.'Er.�iLL�s�o�i�a.Y) WITH WITNE55}iOLES AN6LE OF ADEQUATE DIAMETER �� `� y ��TM'' � ir+TErtiort FooTIN6 A5 oGCURs z s�s�nR wat r+o�s AND THREAD POR A�� GLIP AN6LE�R HOLDONM ANGHOR BOLT �'R�x�DV� MUDSILL m V AT EX�BiIOR WALL GOIJDITION AT INTL-1210R WALL GONDITION 8" 8' 55T8 ANGFIOR HOLT pR,qu,THREqp Rpp N.T.S. MIN. MIN. �QOD �LOOR SEE GHART FOR DIAMETER MIN.Ib`SQ. AT HOLDOV�15 METHOD ?� METHOD S (FOR I�Y�I GoNGRET� (FOR t�W c�oNGRETE� �`�w�LL sc�i�t.�5re��wN.Ln►�iar� Krs. HOLDOWN INSTA�LLATION DETAIL (T-�OOTING) L2 ��G,4L SHE�4R YV�hLL GONNEGTION D�T,41L LI h �ER,SEE PLAN d DETAIL BI O2 NAIL SHEAR MATERIAL TO SOLID 4x BLOGKIN6 WITH EDGE NAILS WLL WIDTH OF THE PANEL O3 TOP PLATE9, ABpVE}iEqpER 4O 51LL PLA'I'E 5O U5E 51MPF�OH G514 STRAPS WITH IOd GOMMON m 3"O.G. EXTEND TO END OF SHEAR PANEL 6O SEE SHEAR WALL SGIiEDULE FOR SkEAR MATERIAL INDIGATED ON PLAN NSE SAh�E SHE,qR MATERIAL A80VE E BELOW WINDOW,AS FOR ADJOINING PANELS) ?� NAIL 51$AR MATERIAL TO 3x 7RIMMERS WITH ED6E N,41L5 OJOIST OR SpLID BLOGK OR BEAM 9OHOLDOWN OR STRAP AT EAGH END OF l�lE SHEAR PANEL,SEE PLAN 10 PONY WALL AS OGGUR9��. WITH SHEAR MATERIAL,SEE DETAIL BI NOTE:THIS DETAIL APPLIES TO SHPAR PANELS W�'�1a RATIO h/b>2. -SILL�IL TRIMMPR t GRIPPLE TO HOLDOWN POST -pROVIDE ED6E p1,qIUN6 AROUND OPENIN6 �}i�AR WALL ON ONE SIDE OF WINDOW FRAMINE �5 WINDOW RIGID FR,4M� (W.R.�.) SGALE:3/8��=��-�� I L13 0 N Z O N � } � 0 Z �r�iimo Oi ��`_' �sm� u m°�in °¢w� ?�o� a 01 2 �a � � � � � u = ' � E � Z U � x � � r� U � 2 N � J fL � � 3 � °u3 J pQU W � � � a Z � �- H oaw � � U Q A W U Z LJJ 0 � W � a 0 _ � �i 3 DATE: 02/26/2014 SGALE� AS SHOWN DRAWN: SMB JOS: 14012 LATERAL. DETAIL SHEET: LD-1 OF SHEETS � 1X RAFTERS,SEE PLAN OBE,4RIN�5 YVAL.L,BEAM,OR FIEADER AS OC.GURS,SEE PLAN O2xb GALIFORNIA FRAMING,e 24"O.G. MAX.SPAN�7'-O' OSKEW 2x BLOGK o 4'O.G. TO FALLOW VALLE'(LINE NAIL W/3-Ibd�EAGH END O2x8 MIN.SLEEPER�VALLEY, WITH Ibd�6"O.G.TO SKEWED BLOGKS d (3)Ibd�EAGH RAFTER OR TRll55 O2X6 SLEEPERS o 4' O.G.MAX. WITH(3)Ibd TO EAGH RAFTPR BELOW O2X4 BRAGES�EAGH RAFTER d HIP ALONG THE SLEEPERS, NAIL TO RAFTERS E SLEEPERS WITH (3)ibd TOE NAILS AT EAG+i END 8O (4)I2d 10 2X4 PoNY WALL NV PLYWOOD PER�I U.N.O. II 2X BLOGKS SETWEEN RAFTERS 12 PLYNbOD SHEATIiING, SEE FRAMING PLAN NOTES 13 PLYWOOD EDGE NAILING 14 SILL hIAILING, PER SHEAR WALL SGHEDULE 15 GLIP ANGLES PER SHEAR WALL SGFIEDULE (IP NOT A SHEAR WALL,PROVIDE A35 OR LlP4•I6"O.G� Ib ATTAGH GA.RAFTERS TO SLEEPER WITH(3)IOd TOENAILS �'7 2X HIP,ONE SIZE LARGER THAN GALIF.RAFTERS G,41..I�ORN1� �R,4MING lO EXISTIN6 FLOOR JOIST�I6"O.G. O (�UPPER YVALL 3O (EJ WALL TO BE REMOVED 4O (W BEAM,CANTIM10U5 SO (EI GONTIW10U5 RIM JOIST(FIELD VERIFY) +(W or(F�2x BLOGKS OR RIM bO 2x BLOGKS AT 48"O.G. O (W POST HEYOND, SEE MEMBER GHART FOR SIZE O (W 5/8"m MB.e 8"O.G.STA6GERED FULL LEN6TH OF BEAM 4' 4' A NOTE� -REMOVE(E)RDOFIN6 UNDER GALIFORNIA FRAMING -PROVIDE AGGE55 THROUGH LOWER FRAMING AS REQ'D M81—D � (�) FLOOR SUPPORT aT BE�M , ....F �� . � . ,��1��1i�`�� ,��ii��ti0i� ��-�i�-1� A�praval D�t� �- �a �� a.u.r+.�........�m. Signatur� (Ca.,�e Managerj 2- ORAFTERS WITH U2x HANGERS SEE PLAN ORIDGE BEAM OROOF PLYWOOD SHEATHING O4 EDGE NAILING OS A35 GLIP•16",EAGH SIDE O2x BLOGKS BETWEEN RAFTERS Nl/�"m HOLPS AS REQUIRED FOR VENTILATION,SEE ARGH.PLANS. OINSULATION Og I"MIN.AIR SPAGE O9 RID6E VENT PER MANUFAGNRER IO ST22 e 48"O.G. II BEAM MAY BE HIDDEN OR EXPOSED / ��.�' \ �� 0 � � R��TERS ,hT RIDGE BEI�M Oj BEAM OR HEADER, SEE PLAN O4X POST U.N.O. OTOP PLATES OKING STUD(3-Ibd TO IiEADER AND Ibd•I6"O.G.TO POST) OSTIB SOTH SIDES OP EAGH POST OIbd TOE NAILS TO BEAM •8"O.G.STAGGERED OBEAM AS OGGURS SEE PLAN Og 4x POST,BELOW BEAM AS OGGURS O '---�•- ,449 rn��nre cor�iriow BE,4M TO P05T GONNEGTION BI Oj PLYWOOD SHEATF+ING,SEE FRAMIN6 NOTES bO PLYWOOD ED6P NAILING OJDIST, RAFTER,OR TRU''S O BLOGKING AT 4'O.G. SEE FRAMIN6 PLANS OIbd AT b"O.G.(GONT.TO BLOGKS) Og ST2115 AT 48"O.G.� O2x GONTINUOUS BLOGKIN6 O9 A-+'4 GLIP EAGk END OF BLOGIG,AT STRAP OSHFAR WALL AS OGGURS,SEE PLAN 10 2xb MIN.LEDGER N1/2-Ibd AT Ib"O.G. (IF NOT A SkEAR WALL,PROVIDE TO STUDS PLYINOOD PER�) S+��R TR�NS�ER DET,41 L 0 i 1 PLYWOOD SHEATHIN6 ��J SEE PRAMIN6 PLAN FOR NAILING O2 4x HEADER AS OGGURS O3 2x 5'ND WALL O2x BLOGKIN6 BETWEEN RAFTERS PROV�DE VENTILATION PER GBG I50� DO NOT NAIL AT HOLES O2x RAPTER TO BEARING W�°��"�C3I IOd TOE NAILS O8d AT 6"O.G. OGLIP ANGLES PER SHEAR WALL SGHEDULE (IF NOT A SHEAR WALL,PROVIDE A35 OR LTP4•I b"O.G j OSHEAR MATERIAL AS OGGURS, 5EE SHEAR WALL SGHEDULE POR NAIUNG OTOP PLATES �4 ROOF �hT E�41/� (SLOP�D G�I L I NG) �2 OPLYWDOD SHEATHING 1 5 � SEE FRAMING PLAN FOR NAIL�NG � O2 4x HEADER AS OGGURS 13 6 _ b O3 2x STUD WALL 4 - O4 2x BLOGKING 10 O2x RAFTER TO BEARING �p WALL W/(3)IOd TOP NAILS 13 9 Ob 8d AT 6"O.G. 12 ALTERNATE O GLIP ANGLES 2 DO NOT OVER-GUT PER SHEAR WALL SGFfEDULE 8 3 Rf+FTER SEAT (IF NOT A SHEAR WALL,PROYIDE A35 OR LTP4�24"O.G) 5 OSHEAR MATERIAL AS OGGURS, � 7 � SEE SHEAR WALL SGHEDULE b FOR h1AILING 6 0 � O9 TOP PLAI"ES ,4 - 10 GEILING JOISTS,AS OGGURS I I 10 II GEILING JOISTS,REQUIRED 9 12 12 (3)16d U.N.O.,IF OGGURS 2 g 13 �3 H2S�48"O.G.INTERIOR/EXTERIOR b .tiLTERNATE ALTERNI.TE ROO� �T Er41�E I A�I Oj PLYWOOD SHEATHING II INSULATION II SEE FRAMING PLAN FOR NAILING O � 12 I"MIN.AIR SPAGE 12 O2 4x HEADER AS OGGURS O3 2x STUD WALL 8 7 O2x BLOGiCING BETWEEN RAFTERS PROVIDE VENTILATIDN PER GBG 1505.3 4 f3)2"m HOLES(VERIFY WITH ARG+iJ SEE ARGHITEG7l1RP.L FOR � 5 P.DDITIONAL INFORMATION OBOTTOM OF 2x8 RAFTER,6EYOND b O2x10 RAFTER TO SEARIN6 10 WALL NV(3)IOd TOE NAILS 2 NOTGH SOTTOM FAGE TO MRTG}i 2X8'e 5 i�NOT OVL-R-GUT) � 3 4 O8d AT 6"O.G. O9 OR 8 g GLIP AN6LE5 � PER SHEAR WALL SGHEDULE b � 4 (IF NOT A SHEAR WALL,PROVIDE , A35 OR LTP4�24"O.GJ 8 Oq SFfEAR MATERIAL,AS OGGURS O O SEE SHEAR WALL SGHEDULE b FOR NAILING DO NOT NAIL AT 4iOLE5 10 TOP PLATES 2x BLOGKS WITH HOLES FOR VENTS ALTERNATE ROOF �T E�41(� (NOTGH�D RA��T�RS) ,42-B O2x4 FLAT AT 4'O.G. ORAFTER NAILED W/ SHR WALL SILL NAIL'G TO PLATE AS OGGURS O2x BALLOON STUD WALL 4O RAFTER O2x FASGIA O8d AT b"O.G.(PLY EDGE NAI OTOP PLATES. OSLOPED GEILING AS OGGURS 9O 2x FLAT SLOGK NV SILL NAIL PER EXTERIOR SF�AR MATER 10 �•MATERIAL AS OGGURS° WALL SGHEDULE FOR NAIL'G II PLYINUOD SHEATHING B,4LLOON �RANtED lN�LL �T R,4KE I�4-A OROOF PLYWOOD,5�ROOF PRAMING NOTES O2 ROOF PLYWOOD ED6E NAILIN6 3O 2x RIM RAFTER � IS O4 2x STUD WALL OSHEAR WALL PLYWOOD AS OGGURS,SEE PLAN AND SHEET LD-I OGEILIN6 JOIST(BLOGK AT�UPPORT) OSHEAR WALL EDGE NAILIN6 5�SHEAR WALL SGHEDULE AND NOTES OLPT4 OR A35 GLIP AT 24"O.G. MIN.U.N.O.PER SHEAR WALL SGkEDULE O9 2x SNDS AT Ib"O.G.(RAKE WALL) IO 2x4 BRAGE AT 32"O.G. USE(2)Ibd 70E NAILS AT EAGH END TO STUD AND RAFTER II TOP PLATES 12 2x BLOGK BETY`�EN STUDS W/Ibd AT 5"O.G.TO TOP PLATES �3 2x BLOGKS SETWEEN STUDS 14 2x4 FLAT AT 4'O.G. OU7RIb6ER W/2-Ibd TO RAFTER AND EDGE NAIL OVER n 2x F��A ROO� P�T RAIG� r� � O � N (��V (� � H w z � O O `� v � � U � m _ O i^,°,�Eo 3mrn ou ¢¢�n@ ¢"�� Wuimu2 m��_Tii oZ-� ?�o� av e �� C u - � � u° Z = � � � � � U � 2 � N .~i f0 � � 3 � °u3 J pQU w � � � � Z � a � � dl1J d � � U Q T � L1J U Z L1.1 � N W � a 0 _ � �i 3 DATE: 02/26/2014 SGALE= AS SHOWN DRAWN: SMB JOB: 14012 WOOD DETAIL SHEET: WD-1 o� �5