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HomeMy WebLinkAbout2112 Trousdale Drive - PlansNOTE: NEW ROOFING MATERIAL WLL HAVEA MINIMUM CLA66 B FIRE RATING. BBC ]-02 NEW COMP. SHINGLES AffIC^MAfIONCALC'5 AMAeA251.8750f1. NffM9 V3N WAD A- 25187 / 150-I.750.Ff rrn C.W VENT: LB".24"-3.0050.F1.A OSL 12052 UNMR-FIAORV>; &A116NCALC'5 ikM-FLOOR AEA 251.8150f1. MEMO VENfE9NiA 251B1/ 150-1.750ff..n NNE f Xk VW*(5)r14".6"-2.9250f1A LCC 1205.9 PROJECTDATA APN N 025-102-130 DESIGNED BY: KWS United T-d "dogy WALDEMAR STACHNIUK (650) 579-BB54 PROJECT TO COMPLY WITH: California Bullding Code 2007 Ed'bon (20081BC) California EleOhleel Code 2007 Edbon (20D5 NEC) California Plumbing Code 2007 EdBlon (2008 UPC) California Mechanical Code 2007 Edition (2008 UMC) Calffornie Energy Code 2005 Edition Burlingame Municipal Code 2007 EdleonBullding Occupancy Group: R-1 Type of Constwdon: V-B ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINT MD EXTERIOR INSULAT/ONAND FINISH SYSTEMS (EIFS) 3.2.1.3 e. Om Ieyerof Tyrek Stucco W.P l w afon mPWER-IOW, 9846 or 95105D). 3.2.1.3 Om/nege Tmek The beds./biro heck he. 0.25-lnchdemeterdmin Was .paced 3Inches on center. RmdwelI deshings by oftm. 3.21.9.1 Insd.don BoeN of Ekp.nd d PWydymne I-or1 %' 32, f.10 MecheNwl FeMenem(20.) dlemsterpolypoplf— weeper s key opening forb.we tpenehedones Wlnd-Lodt LNnd-DaWwWnd DoW2. Cwmelon ResMent Screws m1n. No. S bugle Mad. 3.2.1.7 DyNt Base Coat. 3.2.1.E Ralnt—Ing Mesh e. open we.w, glass.berlebfia 3.2.1.11 Dry Mt FINsh Coet w/ ooth mm,m S.ndpsbble or SnMor. 8 EXISTING EXISTING 13EXISTIEl NG HOUSE GARAGE EXISTING HOUSE GARAGE lu — — (E) grade _ (E) red. (E) ELEVATION - LEFT VIEW SCALE'. 1/4" = 1' V COMP. SHINGLES I ® ® NEW BTUCCO (EIFS) m ® NEW ADDITION NEW ADDITION NEWADDITIONI oEINIDIK(N) IN. ELEVATION -LEFT VIEW NYA M311N0EIOHT•ATIEMT57 SCALE: 1/4'•=1•OF CIEM AREA AND TNW u INTIE 0— =310A (E) ELEVATION - FRONT VIEW SCALE: 1/4" = V plow"K WS�r�\ United Technology d7W Altlrn S . I PIL (Dl 729-1798 !0 Far A(7TJ-1t75i SOD Al..orf 6CA 94M0 /Q7 Fh O50 5 V-SM For ( ) 579-W7 Serfs.• 114' - I 2 Q W W $ c 'L ecMsala lu 71, O.: oeee Ilvk: EXISTING EXISTING 71 40-D-ae HOUSE GARAGE /2 (E gra Illrlrj ISM rkr dowwo1 (N) ELEVATION - FRONT VIEW IH E W !I, 1 1 of 1 1 SCALE: 1/4•' = 1' CITY OF BURLINGAME PLANNING DEPT. NOTE'. NEW ROOFING MATERIAL VALL HAVE A MINIMUM CLA50 B FIRE RATNG. BBC ]-02 EXISTING HOUSE ATTIC VENTALATION CALC'5 ATICAMA251.8750Ff. NEEGEOVEWRt AM 25187/ 1504.750.F1. sn L.M VWr. 18" t 24" - 50050Pf. d -VG 1205.2 IJN R-F(.OGR WNTALATION CALC'5 MIX-FLOLR MfA 251.8750ff 1MXVV6M MA-,25187/ 150-1.750f1.mr. NNE I'l," VENf5. (5) t 14". e" - 2.92 50P1. d COL 12055 EXISTING COMP. SHINGLES PROJWTDATA APN 11025-102-130 DESIGNED BY: KWS United Technology WALDEMAR STACHNIUK (850) 57g4 W PROJECT TO COMPLY WITH: CfdOorrd Building Code 2007 Efton (200818C) California Electrical Code 20g7 Edition (2005 NEC) Cdffornia Plumbing Code 2007 Edition (2D08 UPC) Cellfornie Mechanical Code 2007 Efgtion (2008 UMC) Cellfornie Energy Code 2005 Edition Budingeme Munldpal Code 2007 EQMonBu lding Occupancy Group: R-1 Type of Construction: V-B B ®E EXISTING �® E HOUSE (E) ELEVATION - RIGHT VIEW SCALE: 1/4" -1' NEW COMP. SHINGLES ® EXISTING ® EXISTING GARAGE rufl� GARAGE (N) ELEVATION - RIGHT VIEW SCALE: 114" = 1' ESR-1547 DRYW RESIDENTIAL MDAND SPRINTMDENTERIOR/NSULA710NAND FINISH SYSTEMS (EIFS) 3.21.3 a. One I.W fTywk St— N'fep (ewlueflon mPW ER4000, 98A or 95f05O). 3.2.1.5 OrMnep Track The bees of 0. beck has 0.25 r h4smeferWme afn home apsoed 3/mires on Hofer. Room# fleshings by others 3.21.g.f Insufadon Bcattl of E.tysnded Pofy*,sm f-or 1 Si Meohenlcel Fesbners(21n.)Wemeferopening esef aneMnk Wnd-DoW orMnd-NW12. C—af. Rmin. Na. BWgh, heed 3.2.1:7 DryBass Cost. 3.2.11 Roln/atdnp Meshes open M text glass cIoebibdo. 3.2.1.11 OryNI Finish Caef w/enroofh feXNte SeMpebNe ardM/er. (E) ELEVATION - REAR VIEW SCALE: 1/4" = V /NEW COMP. SHINGLES EXISTING COMP. SHINGLES \ 1 4 10 EXISTING NEW HOUSE tDDITION (N) ELEVATION - REAR VIEW 1 SCALE: 1/4" = i' t " p 7/ O o CITY OF BURLINGAME ?LANNING DEPT, Unitetl Tech -fogy , W AUMen 9.4 SLHe 122 C— fA G AS5f0 IL -IA Fac (Of 729-&W 5W AIpM &,d SWb 100 G 8/070 PIo 0.50 57➢-O&W For ( ) 575-Q557 Seat: 114' . I'- 2 IZZ a ansoks Mark /l ae n a n Ilba 1589 lMe a1Mtlae ,.a 10 e,11 mp-wr,7' NOTE: NUMBERS AND ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE A MINIMUM OF ONE-HALF STROKE BY TWO AND ONE-HALF INCHES HIGH, AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION. CITY OF SURUNGAME MUNICIPAL CODE 18.D8.050. UBC 502 ON ALL RESIDENTIAL PROPERTIES EXTERIOR UGHTING OUTLETS AND FIXTURES SHALL NOT BE LOCATED MORE THAN (9) FEET ABOVE ADJACENT GRADE OR REOUIERED LANDING, WALLS OR PORTIONS OF WALL SHALL NOT BE FLOODUT, ONLY SHIELDED FIXTURES WMICH FOCUS UGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT CITY PF BURUNGAME MUNICIPAL CODE 18.16.030 P.L. 3s n6 Four Meyhn Tnae µe• aMmemr f za ompy angh. i CONSTRUCTION HOURS: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN CASE OF URGENT NECESSITY IN THE INTEREST OF PUBUC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER, AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY FALLS UPON A SUNDAY THE FOLLOWING MONDAY ISAHOUDAY. CITY OF BURLINGAME MUNICIPAL CODE 18.07.110 DRAWING INDEX COVER SHEET- ISOMETRIC/ROOF TOP VIEWS PAGE 1 OF 11 PLOT PLAN - SITE PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 SHEARWALLS PAGE 5OF 11 CROSS SECTIONS PAGE a OF 11 CEIUNG AND ROOF FRAMING PACE7OF it ELECTRICAUMECH.IPLUMBINGSCHEDULES PAGE 80F 11 TITLE 24 REPORT PAGE 9 OF 11 ELEVATIONS PAGE 10 OF 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD.1 STRUCTURAL DETAILS SD-2 SCOPE OF WORK 1 - NEW ADDITION 251.87 SQ. FT. 2 - INTERIOR REMOOEUNG 3 • FRONT DOOR REPLACEMENT CONSTRUCTION HOURS: MONDAY THROUGH FRIDAY: 7AM TO 7PM SATURDAYS: SAM TO BPM SUNDAYS AND HOLIDAYS: 10AM TO OPM PROTECT STREET TREES DURING CONSTRUCTI SMUC)UREE4P0RMA7Y0N APN D 025702.130 Year BuB:1965 Exiting U I g Area: 1,691.9 q.R. / G—ge 402.3 eqA No. of Star-1 No. of Using Saftooms:2 Gerepa Type: ATTACHED No. of Garage epsoes:l 251.87 sq.R NEW ROOM ADDITION 1,943.77 q.R. NEW WING 2.346.07 Off .R. NEW LIVING AND GARAGE 2,387.00 N.R. LOT SIZE 25% LOT COVERAGE PRO)ELTDATA APN M' 025-102-130 DESIGNED BY: KWS United Technology WALDEMAR STACHNIUK (650) 579-5554 PROJECT TO COMPLY WTH: Celdarnle Buildup Code 2007 EdPocn (20D81BC) Celdarnle Electrical Code 2007 Edill- (2005 NEC) Ca111'a n a Plumdnp Cada 2007 Edi lon (20D8 UPC) California Mechanical Code 2007 EdPoon (2DD8 UMC) Caldornla Energy Code 2005 Edition Budin9eme Municipal Code 2D07 EdIBonBuilding Occupan Group: R-1 Type of Conetructlon: V-B VICI119TYMAP #1098 CARDINAL WAYPalo Alto Gl a yO F'O¢,s4t AEC EJ wv«m er. KWS�\ � Unifed Technology U1,11171511)) 7�2D--l7DC DT2D-8,M661Mi SvIN IDDuD4o7os7D-ees� s7D-eerr ON U Q � Q Q) 1 0 Q O Z3 V O O 0 � � N Cy Z e 0 a Item" Ne.: DeOc Mk p 08-27-d9 A NMF / 1580 br aM wwn ,.e 2 a, 11 O CITY OF BURLINGAME PLANNING DEPT. DRAWING INDEX COVER SHEET- ISOMETRIC/ROOF TOP VIEWS PAGE 1 OF 11 PLOT PLAN - SITE PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 SHEARWALLS PAGE 50F 11 CROSS SECTIONS PAGE 0 OF 11 CEILING AND ROOF FRAMING PAGE 7OF11 ELECTRICAL/MECH./PLUMBING-SCHEDULES PAGE 8OF 11 TITLE 24 REPORT PAGE g OF 11 ELEVATIONS PAGE 10 OF 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD-1 STRUCTURAL DETAILS SD-2 ( (E) ROOF TOP VIEW \-_... SCALE'. NEW ADDITION SCALE: N.T.S. ADDITION New Rebuilt Roof to match EXISTING ROOF ROOI O PROBLTDATA APN 0 025-102-130 DESIGNED BY: KWS U*W Technology WALDEMAR STACHNIUK (650) 57SM54 PROJECT TO COMPLY WITH: California Bullcing Code 2007 Edison (20DS IBC) California Electrical Code 2007 Edition NOS NEC) California Plumbing Code 2007 Edition (2005 UPC) California Mechanical Code 2007 Edb*n (2005 UMC) California Energy Code 2005 Edftlon Burlingame Municipal Code 2007 EditionBuilding Occupancy Group: R-1 Type of Construction. _ V-B ROOF (N) ROOF RMW7% C �\ �� SCALE: /e° - V .SCALE: V JUN 1 7 2009 CITY OF BURLINGAME PLANNING DEPT. KWS--,i\ I United Technology 4'310 A,*- Ski, Aft IZX dbu k G AA7/0 h. (qI 72g-17A! Fax (Y/) 720-M 500 A&W 9rd 9tl1la f00 81* PA Q50 9100 57GD- Fax ( ) 579-8137 Sdds: J/16' >r 1 U N _6 O q� O Q oto Uc ti vi N o1 � N j � m �p S Z e s U_ r O Qj O O aLMaaa xw: wea tbk /1 ;;!2% 02 aoi/r / 15M nlr aVlVlee7 CITY OF BURLINGAME BURLINGAM COMMUNITY DEVELOPMENT DEPARTMENT Planning Division City Hall — 501 Primrose Road PH: (650) 558-7250 Burlingame, California 94010-3997 FAX: (650) 58-72 90 REQUEST FOR A HILLSIDE AREA CONSTRUCTION PERMIT Dear Property Owner, The Burlingame Planning Division has received an application for a Hillside Area Construction Permit at the following address: 2112 Trousdale Drive APN: 025-102-130 APPLICATION FOR A HILLSIDE AREA CONSTRUCTION PERMIT FOR A 252 SF SINGLE STORY ADDITION ALONG THE LEFT SIDE OF THE HOUSE AT 2112 TROUSDALE DRIVE ZONED R-1. The addition will be set back 7'-6" and 10'-6" (side property line is at an angle) from the left side property line (where 7'-0" is required). The proposed addition conforms to all zoning requirements in the R-1 zoning district. Your property is located within 100 feet of this property. A Hillside Area Construction Permit has been requested to allow this addition based on Municipal Code Section 25.61. Any noticed property owner may call this item up for additional review. If you would like to request that this project be reviewed, which includes a public hearing, you should submit a written and signed request to the Community Development Director within seven days of the postmark on this letter. Copies of the site plan and building elevations are enclosed for your review. Unless review of the application is requested it shall be determined that the placement of the proposed construction shall not have a substantial impact on the adjacent properties or on the character of the neighborhood. If you have any questions regarding this proposal, the review process, or you would like to see the full size plans, please call the Planning Department at (650) 558-7250. WILLIAM MEEKER COMMUNITY DEVELOPMENT DIRECTOR JUNE 29, 2009 20 Register online for the City of Burlingame list serve at www.burlingame.org :: NOTE NEW ROOFlNO MATERNL WIIL HAVE � MINIMUM C1A99 B FIRE RATNO. BBC T-02 NEW COMP. SHINGLES ATTIC VENWATION CH-C'5 NiICAMA251J3750Pf. NT=VffMATA 251 IT/ 100-1.750ft M. Cd51E VENT. IB".24" - 5.005W..d CSC 1205,2 UWR-FWM VeNMAnON CA.c5 LUM-FLOCK REA 251B750K. ORD YEN WA°TA 201B7 / 190 -1.7 501f. m. NNE F1002 VEN15:(5),14"a5"-29250FT k CDC 1205.5 PROJECTDATA APN • 025-102-130 DESIGNED BY: KW8 United Techndogy WALDEMAR STACHNIUK (650) 5788854 PROJECT TO COMPLY MATH: Celforda Sulldng Code 2007 Edtlon (2008IBC) Celiforde Electrical Code 2007 Edtion (2005 NEC) CalHwnla Plumbing Code 2007 Edtion (2008 UPC) Calffornla Mechanical Code 2007 Edltlon (2008 UMC) Calffornis Energy Code 2005 Edition Burlingame Municipal Code 2007 EdeanBuilding Occupancy Group: R-1 Type of Construction: V-B ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINTMD EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 3.2.1.3.. Om Myerol TMk S1usm Wrap (evsluetlon repod ER-4000, 95-46 or 95105D). 3.2.1.5 DmInegs Tnck The ben olds beck h.s o.254nch-demeterd2m ndea ap.c.d 3inch as on censer. Roo~ deah/ngs by others. 3.2. 1 , InsMdan So.N dExpend.d Polystyrene 1• or 1 3.2.1.10 M.M.dul Fasfenere (21m) dl.meterpdypoPllene w.ahertli@ key opening rorb.n ro.tpe min. es bugf, ock IMnd-0eMwNlndOeH/2. Corrosion Re S&W Spews min. No. 6 6uple heed. 1:11.7 L4Y1'1t Ben Cost. 3.2.1.9 RSl th chtl g Mash as open wren, O'ess eber/ebdc. 3.2.1. 11 DYWt Rdah CcetW loth teadre SendWbde ortlmNar. 8 EXISTING EXISTING EXISTING HOUSE GARAGE EXISTING _ HOUSE GARAGE (E) grade (E) rode (E) ELEVATION - LEFT VIEW SCALE: 1/4' = 1' E)(ISTING COMP. SHINGLES ® ® ® NEW9TUGC0(ElF9) NEW ADDITION NEW ADDITION (N) ELEVATION - LEFT VIEW SCALE: 1/4" = 1' KI4/ United Technology &W Auburn aSLIT. I bFIL- ow 01 T25-17PS i0 Foe (01) 710-S.dL 5W A#W &W SLR. 100 GI 1854 pR t50 J7D-00.N F ( ) 570-W7 Sco%: 114' - I'— (E) ELEVATION - FRONT VIEW SCALE: 1/4" =1' NEW COMP. SHINGLES MSTING COMP. SHINGLES Q) W W j R ® 8 ® - elMSOrq NEW - w Ne.: Oaf Mork ADDITIONI EXISTING EXISTING 0, se-n-a n o HOGARAGE ? USEP— (E grade I Mak / 15" 0Y 041 a" eanaoaNnuaoeErnooxne MQFr.F ILlFWK. a)INOV MMUI INNIIIR( EMT MINIMIM HBOM, AT IEAST a) (N) ELEVATION -FRONT VIEW any , ,4 aGFT.OFLIFaaR are:A airs TIE NLL re Na MORE TNW N INf][9 FROM TIE TLOOR. IIBC 31 a.4 SCALE: 1/4"=1' CITY OF BURLINGAME PLANNING DEFT. NOTE: NEW ROOFING MATERW. WILL HAVE A MINIMUM CLA55 B FIRE RATING. BBC T-03 ATTIC WNMAWN CALC' 5 ATTIC AMA251.61 Vf1. fEE640VENMVAffA251BI/ 150-1.750ff.ekr (WU YEW.. 16".24" - 5.0050f ..ok COC 1205.2 ITN R-FLOR VI W&AVON C&C'5 tN;&fWC9WA251B7 SOff. hMVVEWWAWN201B7/ 150-1.750fC�m KIM FLOM VD415 (5) . H".6" - 29'250);1. d. COC 1205.D �. dai-• I.--P.INC1a�: (E) ELEVATION - RIGHT VIEW SCALE: 1 /4' = 1' NEW COMP. SHINGLES EXISTING ® ®EXISTING GARAGE GARAGE (N) ELEVATION - RIGHT VIEW SCALE: 114" = T PROJECTDATA APN 0 025-102.130 DESIGNED BY: KWS Untied Technology WALDEMAR STACHNIUK (650) 5769854 PROJECT TO COMPLY MATH: Calftni: Bulldng Code 2DO7 Edition (2008IBC) Cdiforni Secldcal Code 2DO7 Ed6on (2005 NEC) California Plumbing Code 2007 E Non (20M UPC) Cal6ornie Mechanical Code 2007 EdHon (2006 UMC) Coftnia Energy Code 200S Edltlon Budingame Mur ldpal Code 2007 EdtlonBunding Occupancy Group: R-1 Type of Construction: V-B Y E ISTING COMRSHINGLES ESR-1547 DRYVIT RESIDENTIAL MO AND SPRINT MO EXTERIOR IIVSULA77ONAND FINISH SYSTEMS (EIFS) 3.2.1.3 a. One leyerof Tywk Stu=Wrap (avaluaeon mpod ER-400o, 9" or 95105D). 3.2.1.5 Dralnega Traok The base of Na beak has 0.251nch.demef trom0 hdas spaced 3lndrm on mnter. Roopwa Aesh1n9s by others. 3.21.H.1 Insdeeen Board of F yendad Pdyslymm 1' or i Y2' 31.1.10 Mech.Nul Fasteners (21n.) &—t.lpolypropylene w M—Wth key opefft forbammatpeneeedonestMnd mkMnd-DeWwK*m%NO2. Caroafm Resisfenf Spews non. No. 6 bopp heed. 3.2.1.7 Dryvff Base Coat. 3.2.1.9 Re/nfardnp Mesh es open weave, press 4berfebdc. 3.2.1.1/ DryNf flNsh Coel xt/ oolh fezNn Sendpebds orarMer. (E) ELEVATION - REAR VIEW SCALE 1/4"=V ��i MI.FoLmil O F=7 0 LJ EXISTING NEW HOUSE I ADDITION T1 (N) ELEVATION - REAR VIEW r111 SCALE: 1/4" -1' I r� y / O KWS�\ Untied Technology Al40 Mtican ", %H. F22 p6w fa G 9l%/0 Ph: 1 72H-/79M fou of rt 719 Sft J00 A1Pa'1 Sid SVIt� 100 G "MO PA• aJ0 Jl0-o Fax ( ) SN-QJJ7 Scde.• 1/4- a. I'- U N � O O � aT °) � O Q oU o ai � m S i Z LL.I it LLJ Ic1rnb11e z Oatc Yak 11 4e-v- a Q n �] NNk / F569 now aNVm 10a,11 9 CITY OF BURLINGAME PLANNING DEPT. NOTE NUMBERS AND ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BEA MINIMUM OF ONE-HALF STROKE BY TWO AND ONE-HALF INCHES HIGH, AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION, CITY OF BURLINGAME MUNICIPAL CODE 18.08.050. UBC 502 ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND FIXTURES SHALL NOT BE LOCATED MORE THAN (9) FEET ABOVE ADJACENT GRADE OR REQUIERED LANDING. WALLS OR PORTIONS OF WALL SHALL NOT BE FLOODLIT, ONLY SHIELDED FIXTURES WHICH FOCUS LIGHT DOWJWARD SHALL BE ALLOWED, EXCEPT FOR ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT CITY PF BURLINGAME MUNICIPAL CODE 18.18.030 A — P.L. 38A6' a eF CONSTRUCTION HOURS: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOW! NG HOURS EXCEPT IN CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY MATH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAVB ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LIST MONDAY OF MAY, THE FOURTH OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER, AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY FALLS UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. CITY OF BURLINGAME MUNICIPAL CODE 18.07,110 DRAWING INDEX COVER SHEET- ISOMETRICIROOF TOP VIEWS PAGE 1 OF 11 PLOT PLAN - SITE PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 SHEARWALLS PAGE 5 OF 11 CROSS SECTIONS PAGE B OF 11 CEILING AND ROOF FRAMING PAGE 7OF 11 ELECTRICAL/MECH.IPLUMBINGSCHEDULES PAGE 8 OF 11 TITLE 24 REPORT PAGE 9 OF 11 ELEVATIONS PAGE 100E 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD.1 STRUCTURAL DETAILS SD-2 SCOPE OF WORK 1 - NEW ADDITION 251.87 SQ.FT. 2 - INTERIOR REMODEUNG 3 - FRONT DOOR REPLACEMENT CONSTRUCTION HOURS: MONDAY THROUGH FRIDAY: 7AM T07PM SATURDAYS: SAM TO BPM SUNDAYS AND HOLIDAYS: 10AM TO SPM PROTECT STREET TREES DURING CONSTRUCT! SMULTUR&INTORMATTON APN a 025-102-130 Yew Bud: 1985 Ealsang LMrg A— 1.691.9 eq.a.I Geroge 402.3 q.a. Np. d Slo4ea' 1 No. of FxbBng Bathrooms: 2 Gang. Type: ATTACHED No. or Gan". spear 1 251.87 sq.8. NEW ROOM ADDITION 1,943.77p.a. NEW "NO 2.348.07 sq.a. NEW LIVING AND GARAGE 9,38 7.0 Oeq.IL LOT SIZE 25% LOT COVERAGE PROJECTDATA APN R 025-102-130 DESIGNED BY: KWS United Techndogy WALDEMAR STACHNIUK (650) 5798854 PROJECT TO COMPLY WITH: California Building Code 2007 Edtlon (20001BC) California Electricd Code 2007 EdOon (2D05 NEC) CalgoMe Plumbing Code 2D07 Ecft n (2008 UPC) CelBornla Mechanical Code 2007 EdBon (2006 UMC) Cd'dpmle Energy Code 2005 Edition Burlingame Municipal Code 2007 Ed8un8ulldng Occupe Group: R-1 Type of Construction: V-B naee9 m K!y United TTe hnWogy Cl6ua !t G 0 Fuc ((9 7.18086' J00 Aepvy 8Mt 9Jfa 100 CI 91010 PA: 8J0 J7P-10.71 For ( 1 jN-8G,I7 Scds 1/8� - 7'- ON U c a o coo Q1 N Q o j U k O ai O ~ O � N j 1 6 � my Z e ti 0 VICINITYMAP#1098CARDINAL WAYPAIoAIta s....n. d` O, rk �Ma: tree Mer qy h (j _Ark 7389 or4r " 47a9 CITY OF BURLINGAME PLANNING DEP T . DRAIAANG INDEX COVER SHEET- ISOMETRIC/ROOF TOP VIEWS PAGE I OF 11 PLOT PLAN - 917E PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 SHEARWALLS PAGE 50F 11 CROSS SECTIONS PAGE S OF 11 CEILING AND ROOF FRAMING PAGE 7OF 11 ELECTRICAUMECH./PLUMBING-SCHEDULES PAGE SOF II TITLE 24 REPORT PAGE B OF 11 ELEVATIONS PAGE 10 OF 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD-1 STRUCTURAL DETAILS SD-2 Roof to match EXISTING ROOF FROINT LEFT ISOMETRIC VIEW SCALE: N.T.S. NEW ADDITION New Rebuilt Roof to match / iEXISTING ROOF K V ae _ United Technology &W Minn 91t1. 9Mh Il soda: J116- Z Q S O O O a It RUM" tw o.ec � p aa-n� n Mbk is" 0./. ayto'" (N) ROOF n�vwre�-ev�vT.-�' 99 ® q�''^'''''' @E SCALE: Vie" ` 1' ka �.d° L.e. !sue 0.� JUN 1 7 2009 CITY OF BURLINGAME PLANNING DEPT. CITY OF BURLINGAME BURLINGAME COMMUNITY DEVELOPMENT DEPARTMENT City Hall - 501 Primrose Road Planning Division Burlingame, California 94010-3997 PH: (650) 558-7250 FAX: (650) 696-3790 REQUEST FOR A HILLSIDE AREA CONSTRUCTION PERMIT Dear Property Owner, The Burlingame Planning Division has received an application for a Hillside Area Construction Permit at the following address: 2112 Trousdale Drive APN: 025-102-130 APPLICATION FOR A HILLSIDE AREA CONSTRUCTION PERMIT FOR A 252 SF SINGLE STORY ADDITION ALONG THE LEFT SIDE OF THE HOUSE AT 2112 TROUSDALE DRIVE ZONED R-1. The addition will be set back T-6" and 10'-6" (side property line is at an angle) from the left side property line (where T-0" is required). The proposed addition conforms to all zoning requirements in the R-1 zoning district. Your property is located within 100 feet of this property. A Hillside Area Construction Permit has been requested to allow this addition based on Municipal Code Section 25.61. Any noticed property owner may call this item up for additional review. If you would like to request that this project be reviewed, which includes a public hearing, you should submit a written and signed request to the Community Development Director within seven days of the postmark on this letter. Copies of the site plan and building elevations are enclosed for your review. Unless review of the application is requested it shall be determined that the placement of the proposed construction shall not have a substantial impact on the adjacent properties or on the character of the neighborhood. If you have any questions regarding this proposal, the review process, or you would like to see the full size plans, please call the Planning Department at (650) 558-7250. WILLIAM MEEKER COMMUNITY DEVELOPMENT DIRECTOR JUNE 29, 2009 swum Register online for the City of Burlingame list serve at www.burlingame.org swum DRAWING INDEX COVER SHEET - ISOMETRIC/ROOF TOP VIEWS PAGE 1 OF 11 PLOT PLAN - SITE PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 SHEARWALLS PAGE 5 OF 11 CROSS SECTIONS PAGE 6 OF 11 CEILING AND ROOF FRAMING PAGE 7 OF 11 ELECTRICAL/MECH./PLUMBING-SCHEDULES PAGE 8 OF 11 TITLE 24 REPORT PAGE 9 OF 11 ELEVATIONS PAGE 10 OF 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD-1 STRUCTURAL DETAILS SD-2 (E) ROOF TOP VIEW NEW ADDITION SCALE: N.T.S. PROJECT DATA APN # 025-102-130 DESIGNED BY: KWS United Technology WALD EMAR STAC H N I U K (650) 579-6654 PROJECT TO COMPLY WITH: California Building Code 2007 Edition (2006 IBC) California Electrical Code 2007 Edition (2005 NEC) California Plumbing Code 2007 Edition (2006 UPC) California Mechanical Code 2007 Edition (2006 UMC) California Energy Code 2005 Edition Burlingame Municipal Code 2007 EditionBuilding Occupancy Group. R-1 Type of Construction: V-B EXISTING ROOF (N) ROOF TOP VIEW PREPARED BY: Kws__� United Technology 8340Au = 81vd., Suite 125D Citrus Heights, C4 95610 Ph. (916) 729-1798 Fax. (9f6) 729-8366 500Aiiport81vd, Suite 100 Burlingame, CA 94010 Ph. • (650) 57.E-6654 Fax. (650) 579-6637 Scale: 3116" = I 4� C� C c 43 � � � Q w � N i o� ca H i ZZ Q„ co Zt Lw c I: REVISIONS No.: Date: Mark: #1 05--27-09 #2 Work # 1589 _ Lute' 4/Is,�as JUN 1 7 201) D PLANNINGD PT, Sheet o� SCALE: 3/16" = 1' SCALE: 3/6" = 1' -_ L c r t NOTE: NUMBERS AND ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE A MINIMUM OF ONE-HALF STROKE BY TWO AND ONE-HALF INCHES HIGH, AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION. CITY OF BURLINGAME MUNICIPAL CODE 18.08.050. UBC 502 ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND FIXTURES SHALL NOT BE LOCATED MORE THAN (9) FEET ABOVE ADJACENT GRADE OR REQUIERED LANDING; WALLS OR PORTIONS OF WALL SHALL NOT BE FLOODLIT; ONLY SHIELDED FIXTURES WHICH FOCUS LIGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT CITY PF BURLINGAME MUNICIPAL CODE 18.16.030 P.L. 36.46' �� CONSTRUCTION HOURS. - NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER, AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY FALLS UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. CITY OF BURLINGAME MUNICIPAL CODE 18.07.110 DRAWING INDEX COVER SHEET - ISOMETRIC/ROOF TOP VIEWS PAGE 1 OF 11 PLOT PLAN - SITE PLAN PAGE 2 OF 11 FLOOR PLAN PAGE 3 OF 11 FOUNDATION AND FLOOR FRAMING PAGE 4 OF 11 S H EARWALLS PAGE 5 OF 11 CROSS SECTIONS PAGE 6 OF 11 CEILING AND ROOF FRAMING PAGE 7 OF 11 ELECTRICAL/MECH./PLUMBING-SCHEDULES PAGE 8 OF 11 TITLE 24 REPORT PAGE 9 OF 11 ELEVATIONS PAGE 10 OF 11 ELEVATIONS PAGE 11 OF 11 STRUCTURAL DETAILS SD-1 STRUCTURAL DETAILS SD-2 SCOPE OF WORK: 1 - NEW ADDITION 251.87 SQ.FT. 2 - INTERIOR REMODELING 3 - FRONT DOOR REPLACEMENT CONSTRUCTION HOURS: MONDAY THROUGH FRIDAY: 7AM TO 7PM SATURDAYS: 9AM TO 6PM SUNDAYS AND HOLIDAYS: 10AM TO 6PM PROTECT STREET TREES DURING CONSTRUCTION Sl P UCT URE INFORMA TION APN # 025-102-130 Year Built: 1965 Existing Living Area: 1,691.9 sq.ft. / Garage 402.3 sq.ft. No. of Stories: 1 No. of Existing Bathrooms: 2 Garage Type: ATTACHED No. of Garage spaces: 1 251.87 sq.ft. NEW ROOM ADDITION 1,943.77 sq.ft. NEW LIVING 2,346.07 sq.ft. NEW LIVING AND GARAGE 9,387.00 sq.ft. LOT SIZE 25% LOT COVERAGE PROJECT DATA APN # 025-102-130 DESIGNED BY: KWS United Technology WALDEMAR STACHNIUK (650) 579-6654 PROJECT TO COMPLY WITH: California Building Code 2007 Edition (2006 IBC) California Electrical Code 2007 Edition (2005 NEC) California Plumbing Code 2007 Edition (2006 UPC) California Mechanical Code 2007 Edition (2006 UMC) California Energy Code 2005 Edition Burlingame Municipal Code 2007 EditionBuilding Occupancy Group: Type of Construction: VICINITYMAP #1098 CARDINAL WA YPalo Alto qqp � in : 4h sery- es: Z. A .. 9 x PREPARED BY: KW§ United Technology 8340 Aubum 8l1d., Suite 125D Citrus Heights, CA 95610 Ph. (916) 729-1798 Fax. (916) 729-8366 500Ahpod 8A,d. Suite 100 Burlingame, CA 94010 Ph: (650) 579-6654 Fax (650) 579-6637 Scale- 118" = 1 `-A" q) C co Q� QC q) c� 43 � 0 %*4 r co 1N C'V Lr. y E 1i �w REVISIONS No.: Dote: Mark: #1 05-27-09 CD #2 CD Wod # 1589 Date. • 0311812009 m,; - CITY OF 73URL_INGAME PLANNING r ,- I 2 sheet., of 4468 AT ® !( \ ICI (E) 2668 R N l'l r1 R (F)BEDROOM- i _ 2668 1868 1868 '2668 2068 I�----- — 4-- -- whiii IT=iiiii �— - 3543 (E) FLOOR PLAN SCALE: '//4" = 1'-0" 3543 INSULATION AND ENERGY CONSERVATIOAI M WALLS 1L13 W FLOOR.• 1L19 GOtMNMENERGYCOMMiSSIONMANDATORYMEA MSlilL MMF IRSMUBEFULLYMMIED MITHYREAFAMIMETDTHISMECT. EMRIORD=AV WINDOWSSHALL BEWEATHE1t PPED. ALLVMS AND PENEIRATIONSSHALL BECAULItEDANDS54LED. 4 J (E) DINING ROOM (E) LIVING ROOM i 3543 % �\ II / \ \ 1 5868 BULLNKWATERPROOFING SUMRF XORA/NAGESHALLBE INS TALLEDBEHIND ALLEVEIVORWALLS WONGRW.. BMD THE DfGUiNF&W THE WEOFNU TO KNINWE FAOTOFGRIBINOSMA(F THESUWWNSHALL L'ONSIST0FMVEABLE MATERIAL, SL/CiIASCOARSESANDORM GROVEL. APPLYELASTOMERICML-WMNEAGAINST 1NEF.XTEAW SURFACEOFTHE BURDINGWALL, E NNONGFMNTHEBOTTONOFTNEFOOIINGTO 12N ABOVEFINISHED GRADE, AND TERNINAIM NA GI REGLET. ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINT MD EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 3.2.1.3 a. One layer of Tyvek Stucco Wrap (evaluation report ER-4000, 98-46 or 95105D). 3.2.1.5 Drainage Track The base of the track has 0.25-inch-diameter drain holes spaced 3 inches on center. Roof/wall flashings by others. 3.2.1.9.1 Insulation Board of Expended Polystyrene 1 it or 1%2" 3.2,1.10 Mechanical Fasteners (2in.) diameter polypropylene washer with key opening for base coat penetration as Wind --Lock Wind -Devil or Wind -Devil 2. Corrosion Resistent Screws min. No. 6 bugle head. 3.2.1.7 Dryvit .Base Coat. 3.2.1.E Reinforcing Mesh as open weave, glass fiber fabric. 3.2.1.11 Dryvit Finish Coat w/smooth texture Sandpebble or similar. ALL 4 x 12 HEADERS > 5FT. SPAN @ ALL 4 x 10 HEADERS < 5 FT SPAN 11, 3543 (N) extension T - 6" I 1 (N) 3D INTERIOR SCALE: " = N.T.S. 4668 RE V MRAND /--" EXIS TIN6 C1IISET RE, MOVED / A I\ r 1 r-N r1 M f-11 A All PREPARED BY: KWS United Technology 8340Aubum Blvd., Suite 125D Citrus Heights, CA 95610 Ph. (916) 7291798 Fax. (916) 729 8366 500Airpod Blvd. Suite 100 Burlingame, CA 94010 Ph: (650) 579-6654 Fax (650) 579--6637 Scale. 114'° = 1 °-0" REVaSIONS No.: Date: Mark: #2 W01* # - k. o9�zoo " TY OF BURLINGA 'LANN ING DEP sheet., Of 1. WALL WHERE OCCURS 2. (E) SOLID BLOCKING 3. (E) FLOOR SHEATHING PER PLAN 4. EXISTING FLOOR 5. EDGE NAILING 3" X 6" FLOOR JOISTS @16" O.C. - 6. EXISTING STEMWALL 7. NEW 3" x 6" pia 16" o.c. JOISTS 3/4" PLY WITH U36 HANGER SD'S @ 6".12: P.I. 32116 8. 2 X 8 LEDGER WITH GLUE AND NAIL (3) 16D'S AT 16" O.C. (N) JOISTS W/(E) FRAMING DETAIL 5 E N 16d @ 4 "oc U.O.N. TO BLOCKING EN 2 X Z y W N 8 '° one -III III 7 Q) 0 1 STORY 12" 15►r 1 (N) PERIMETER FOOTING (N) CRAWL SPACE ACCESS 8 rr MIN 3" CLR 1 SD2 � L 2 SD2 I. EXTERIOR TREATMENT (SEE PLAN FOR SHTG) 2. INTERIOR TREATMENT 3. 2X STUDS @a 16"o..c. (U.N.O.) 4. P.T. PLATE W/ 5/8" DIAM. ANCHOR BOLTS (MIN. 7" INTO CONC., MIN 2 BOLTS PER PLATE) W/ 3" X3 " X 1 /4" PLATE WASHERS ON STRUCTURAL BOLTS 5.3"x6"AT16"O.C. W/ 3/4" T&G UNDERLAYMENT PLY. SUBFLR. & R-19 INSUL. JOISTS RUN EITHER DIRECTION CRAWL SPACE ACCESS � L EXISTING HOUSE RAISED FLOOR FOUNDATION 24" SQ X 19' FOR ROOF BEAM ABOVE 6. 2 X 6 SOLID RIM A35 AT 12" O.C. TO PLATE 7. #4 CONT. c@ 121, O.C. #4 @ 16" O.C. OVER 24" HIGH 8. COMPACTED OR UNDISTURBED GRADE. 7 STRUCTURAL CONCRETE CON00ESHALL CONFORM TOASTMC--150, TYPE/ OR IL AfiGRE641TE SHALL CONFORMTOASTMG33. W/REFABRICSHALL CONFORMTOASTMA-185. FOOTINGS, PIERS, SL485ONGRADEANDNON-STRUC7URAL WORKSHALL ATfAlN28DAYCOMPRESSIVE STRENMOF2500-3000PSI, USING MINIMUM, DO NOT RETEMPERCONCRETE. FLOA TAND STEEL TROWEL IN7ER/OR.SL485MONOLITHI ALLYTOSMOOTH BUTNONSL/PRN/SH. SLOPE TO DRAIN WHEN REQUIRED. L16HTOROOM FINISH EXTERIOR SLABS. CONCRETE SURFACES TO HAVEAPPLIED FINISH OrOTHERTRADES SHALL BE CLEAN, AND FREE OF MATERIALS THAT WOULD IMPAIR BONDING. USE TRADE RECOGNIZED CURING PROCEDURES FOR ALL WORK CONCRETE REINFORCMENT BARS SHALL BE DEFORMEDKLETSTEEL, GRADE 60FOR #3AND SMALLER,. 6R4DE64F0R#4ANDL4R6ER. PLACEA5REQU/RED8YFOUNDATIONPMN. MINIMUM CONCRETE COVERING OF REINFORCMENT.- A64INSTFORMS: 2" AGAINSTEARTH: 3' ELSEWHERE: 2" SPLICEAS FOLLOWS - HORIZONTAL BARS: 40DIAMETERSMINIMUM WIRE FABRIC: 1 112 MESHES MINIMUM BEFORE POUR/N6CONCRETE CLEANREINFORCEMENTOFRUST, OIL, PAINT, ORANYOTHER MATERIAL THAT WILL /MPAIRBONDING. EXISTING GARAGE SLAB PREPARED BY: KWS United Technology 8340Aubum Blvd., Suite 1250 Citrus Heights, CA 95610 Ph. (916) 729-1798 Far (916) 729-8366 500AirportBlvd. Suite 100 Burlingame, CA 94010 Ph: (650) 579 6654 Fax (650) 579-6637 Scale: 114ft = IV" Q) Q Q) y Q� CC rp u) ca �c REVISIONS No.: Date: Mark: #1 CD #2 CD I W000: CONCRETE.- 1. STRUCTURAL FRAMING SHALL W DOUGLAS FIR- LARCH GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. GRADES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6X & LARGER MEMBERS NO. i 2X & 4X MEMBERS NO.2 (MINIMUM) Wall studs Standard Minimum 2. ALL PLYWOOD SHOWN ON THESE DRAWINGS SHALL BE C-D WITH EXTERIOR GLUE IN ACCORDANCE WITH U.S PRODUCT STANDARD PS 1-95. ALL PANELS SHALL BE MARKED WITH AN APA GRADE MARK WITH AN IDENTIFICATION INDEX ROOF PLY SHALL BE PANEL INDEX 24/0 U.O.N, FLOOR PLY SHALL BE PANEL INDEX 48/24 U.O.N. EQUIVALENT OSB MAY REPLACE PLYWOOD SHEARWALLS OR DIAPHRAGMS 3. SILL PLATES SHALL BE PRESSURE PRESERVATIVE TREATED DOUGLAS FIR. 4. PROVIDE BLOCKING FOR ALL FRAMING MEMBERS ATALL SUPPORTS 5. BOLTS FOR TIMBER CONNECTIONS SHALL BEASTMA307MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 7HE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN BOLT DIAMETER. 6. HOLES FOR LAG SCREW SHANKS SHALL BE BORED THE SAME DEPTH AND DIAMETERAS THE SHANK THE REMAINING DEPTH OF PENETRA770H OF THE SCREW SHALL BE BORED 70 70% OF THE SHANK DIAMETER 7. PROVIDE MALLEABLE IRON WASHERS OR EQUIVALENT CUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS WHICH SEAR ON WOOD. 8. WOOD MEMBERS SHALL BE CUT OR NOTCHED ONLY AS SHOWN ON THESE DRAWINGS. 9. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD MEMBERS, NAIL HOLES SHALL BE PRE -BORED TO 3/4 OF THE NAIL DIAMETER 10. NAILING NOT SPECIFICALLY INDICATED SHALL COMPLY WITH 2O06 IBC TABLE 2304.9.1 AND THE COMPLIMENTRY TABLE IN 7HE 2007 CBC 11. STRUCTURAL NAILING SHALL BE WITH COMMON NAILS U.O.N ON TABLE BELOW 12. PROVIDE LA7FR4L SUPPORT FORALL FRAMING MEMBERS AT POINTS OF SUPPORT 13. PROVIDE SHOP DRAWINGS FOR ALL PREFABRICATED JOIST MEMBERS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 14. EXCEPT WHERE MORE STRINGENT CONSTRUCTION IS SHOWN ON THE DRAWINGS, WOOD CONSTRUCTION SHALL COMPLY WITH IBC SECTION 2308, CONVENTIONAL CONSTRUCTION PROVISIONS, AND THE COMPLIMENTARY SECTION OF THE 2007 CBC, AS A MINIMUM. 15. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS MANUFACTURED BY SIMPSON COMPANY, SAN LEANDRO, CALIFORNIA, UNLESS OTHERWISE NOTED. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR MAXIMUM RATED VALUES. HARDWARE EQUAL IN STRENGTH MAY BE SUBSTITUTED 16. ALL GLU-LAM BEAMS SHALL BE 24F-V4 DF/DF, U.O.N. All GLU-LAMS SHALL BE MARKED "ANSI/AITC- STANDARD 1901 " GLU-LAMS SHALL BE PROVIDED BY A CERTIFIED MANUFACTURER PROVIDE CERTIFICATION TO BUILDING INSPECTOR PROVIDE MINIMUM CAMBER UNLESS OTHERWISE NOTED ALL PARALLAMS AND MICRO -LAMS SHALL HAVE E = 2,000, 000 PSI 17. BLOCK UNSUPPORTED EDGES OF PLYWOOD OR GYP. SO SHEARWALLS. i8. MAXIMUM MOISTURE CONTENT SHALL BE 19% UO.N. 19. ALL BEAMS INTENDED FOR EXTEWR USE SHALL BE TREATED FOR EXPOSURE TO WATER 20. FASTENERS IN PRESERVATIVE TREATED AND FIRE RETARDED WOOD SHALL BE HOT DIPPED GALVANIZED OR EQUIVALENT shearralf where occurs (4) 6"long blocks spaced equally edge nailing TYP. EXT. CORNER 16D@4' nail at full u.o.n. 1. CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM C39. ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. 2, ALL CONRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THEU.B.C. AND AaSTANDARD318, LATEST EDITION, OF THE AMERICANCONCRETE INSTITUTE UNLESS SHOWN OR NOTED OTHERWISE ON THESE DRAWINGS. 3. AGGREGATE SHALL CONFORM TO ASIM C-33. 4. CEMENT SHALL BEASTM C-150, TYPE I OR TYPE It. 5. REINFORCING STEEL SHALL BE DEFORMED COMFORMING TO ASTM A615 GRADE 40 UNLESS OTHERWISE NOTED. 6. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO AST M A-185. 7. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL REQUIREMENTS OF THE REINFORCING STEEL WELDING SOCIETY. PROVIDE WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. ENGINEER SHALL APPROVE WELDING PROCEDURE AND MILL TEST REPORTS PRIOR TO EXECUTION OF WELDING. 8. COVERAGE FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE U B.0 AND Ad STANDARD 318 UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 9. LAP SPLICES FOR REINFORCING SHALL BE 40 BAR DIAMETERS OR 12" MINIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WIRE BARS TOGETHER AT LAPS OR SPLICES. HOOKS SHALL BE U.B.0 STANDARD HOOKS UNLESS SHOWN OTHERWISE. 10. CONCRETE SHAM BE PLACED IN ACCORDANCE WITH ASTM C94 AND ACI STANDARD 304. 11. ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELYAND SECURELY PRIOR TO BEGINNING CONCRETE PLACEMENT.. 12. CONSTRLK770MJOINTS SHALL BE LOCATED 50 AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. 13. PROVIDE SHOP DRAWINGS FOR ALL REENFORCING STEEL TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANYFABPJC4770H 14. SUSMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY CONCRETE. 15. ALL GROUT SHALL BE NON-METALLIC NON -SHRINK GROUT AS APPROVED BY THE ENGINEER 16. REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BOND WITH CONCRETE, 1 Z NO SPECIAL INSPECTION IS REQUIRED. edge naming sbeamra/f r8e+re -ocan TYP. WALL INTERSECTION OPTIONAL SQUARE CORNER - BEAD ONLY IF NOTED TYP. 3/4" R CORNER - READ U.O.N. D 7101 1/2'GYP. 80. TYP. ALL WALLS U.O.N. TYP. I NT. CORNER MIN. 50" SPLICE CBM W60 OVER ALL PLATE BREAKS TOP > SPLICE sheawalt where occurs 16D@4"D.C. shear occurs HD SHEAR NEW WALLS WITH 3/8" OSS f. 8D'S @ 6 %12" 0 cc HD 1V HD 1) SHEAR NEW WALLS WITH 3/8" OSB 8D'S @ 6":12" (V Q HD 1) SPLICE OVER STUD (TYP) edge nailing SHEAR WALL INTERSECTION NAIL L D H PENETRATION NOTES 8dbox 21/2" .113 .297 1 3/8" 1. LENGTH MAYBE ADJUSTED AS LONG 10d box 3 .128 .312 1 1/2" AS REQUIRED PENETRATION IS MAINTAINED 16d box 31/2 .136 .344 13/8" 2. SHEARWALL$ USE GALVANIZED 8d common 21/2 .131 .281 1 1/2" BOX OR COMMON 10d common 3 .148 .312 13/4" 3. DIAPHRAGMS USE ONLY COMMONS 16d common 3 112 .162 .344 2 4. SEE TBL. 23-1-Q FOR OTHER NAILING 3640 DENOTES WALL LENGTH SHEARWALL SHEARWALL LEGEND SEE SHEET SD1 3543 DENOTES SHEAR PLYWD SCHEDULE (N) FI onR PI AN - SHFARWAI I SC;HFnill F /4 - I -v SHEAR WALL SCHEDULE; 3/8"CDX PLYWOOD OR OSB NAILING: Sd's SPACED 6"oc AT EDGES, 12" O.0 AT FIELD 518" diam. a.b. at 48" o.c. within shea►wall 3" X3"X1/4" PLATE WASHERS UPPER STORY SILL NAILING -16D'S @4" 0. C O 318" COX PLYWOOD OR OSB NAILING. 8d's SPACED 47oc AT EDGES, 12" O.C. AT FIELD 5/8" diam. a. b. at 16" ox. within shearwall 3"X3"X1/4" PLATE WASHERS 3 X STUDS AT ADJOINING PANEL EDGES, AND BLOCKING UPPER STORY SILL NAILING - 16D'S @4" 0.C. O 318" COX PLYWOOD OR 058 NAILING. 8d's SPACED 3 "oc AT EDGES, 12" D.C. AT FIELD 518" diam. a.b. at 8" mc within shearwall 3"X3"Xi/4" PLATE WASHERS 3 X STUDS AT ADJOINING PANEL EDGES, AND BLOCKING UPPER STORY SILL NAILING - 16D'S @4" 0. C. 3 X STUDS AT ADJOINING PANEL EDGES, SILLS, AND BLOCKING WHERE SHEAR IS APPLIED TO BOTH FACES OF THE WALL EXTEND ALL SHEV IVALLS TO THE ROOF OR FLOOR DIAPHRAGM. 5032 co 0 L PREPARED BY: KW; United Technology 834OM?= Blvd., Suite 125D Cittus Heights, CA 95610 Ph. (916) 729-1798 Fa, (916) 729-8366 500AirportBlvd. Suite 100 Burlingame, CA 94010 Ph .• (650) 579-6654 Fax (650) 579-6637 Scale: 114It = 1 1�0,, W V O co Q zi Q 0 c d �w V c y i Q G) REVISIONS No.: Dote: Mark: #1 C #2 CD W01*# - !)ate.• 09124007 j U N 1 7 2009 OF BURLINGAME PLANNING DEPI I .Sheet Of j/ L__ ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINT MD EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 3.2.1.3 a. One layer of Tyvek Stucco Wrap (evaluation report ER-4000, 98-46 or 95105D). 3.2.1.5 Drainage Track The base of the track has 0.25-inch-diameter drain holes spaced 3 inches on center. Roof/wall flashings by others. 3.2.1.9.1 Insulation Board of Expended Polystyrene I" or 1 %2" 3.2.1.10 Mechanical Fasteners (2in.) diameter polypropylene washer with key opening for base coat penetration as Wind -Lock Wind -Devil or Wind -Devil 2. Corrosion Resistent Screws min. No. 6 bugle head. 3.2.1.7 Dryvit Base Coat. 3.2.1.8 Reinforcing Mesh as open weave, glass fiber fabric. 3.2.1.11 Dryvit Finish Coat w/smooth texture Sandpebble or similar. ALL 4 x 12 HEADERS > 5FT. SPAN @ ALL 4 x 10 HEADERS < 5 FT SPAN R-13 WALL INSULATION ROOF FRAMING TOP VIEW SCALE: " = 114" = 1' R-30 ROOF IINQU 1-1-% 1 I111V R-30 ROOF INSULATION (N)' FOOTING SCALE: Y4" = 1'-0" (N) 2 X 8 RIDGE B SECTION NEW -ADDITION 6 SCALE: I4" = 1'-0" (N) 2 X 6 C.J. a@ 16" O.C. (N)' FOOTING (N) STUCCO EIFS PREPARED BY: KW United Technology 8340Aubum 81vd., Suite 1250 Citrus Heights, CA 95610 Ph. (916) 729-1798 Fax. (916) 729-8366 500Airpod 81vd. Suite f00 Burlingame, CA 94010 Ph: (650) 579-6654 Fax. • (650) 579-6637 Scale- 114" — l -01. Cz C� ;a CO i Q 4 w y Ira ZZ z C Q Zt Q REMSIONS No.: Date: Mark: 1 C #2 RECEIVED W0,* # - Date: 0912007 I GIN OF BURLINGAME NING DEPT. Sheet Of 11vc e A rrcec i-8dxl Z ;IMPSON H1 TIE DBL PLATE InimL•1vi RAFTER INSTALLATION SIMPSON H1 TIE NOT TO SCALE G.I. SHT. MTL. GUTTEI 2X SHAPED FASCIA BD. W/ B.N. W/G.I. SHT. MTL. GUTTER OVERHANG TO MATCH EXISTING SHEATH NEW ROC 1/2" OSB - 8D-S @ 4 P.1. 2410 RnimnRv Nen mr, INTO i CEILING JOISTS 2x4 TOP PLATE S" TYPE "X" GYP. BD. - TYP. 56f 9" PPREPAREDBY:K United Technology 8340Aubum Blvd., Suite 1250 Citrus Heights, CA 956;10 Ph: (916) 729-1798 Far (916) 729-8366 500AirportBivd. Suite 100 Burlingame, CA 94010 Ph: (650) 579-6654 Fax (650) 579-6637 Scale: 114'" = 1' 0" W v c) O � � d (bcc �. Q) s r, `� Q t�) C o �% ca y L, L `O Z 3 .,ate Q ILL a. Q cc d Q V.1 }` V REVISIONS No.: Dote: Mark: #1 CD #2 w01* # - rl Date. • 0912007 J U N 1 7 2009 CITY OF BURLINGA1,P: NNING DEL= Sheet 7A Of DOOR SCHEDULE_ NUMBER QTY ROOM NAME _ SIZE DIMENSIONS R/O DESCRIPTION HINGE HANDLE/KNOB EXT. HANDLE LOCK EXT. LOCK MANUFACTURER COMMENTS A 2 WK-IN CLOSET I BEDROOM #2 6080 72X92" 73X93 1/2 Hinged Included Included (Standard) N/A N/A i NIA _ Masonite or similar Installed by KWS B 3 LINENS 2668/1968 30X80" 31X81 1/2 Hinged j Included included (Standard) N/A N/A N/A Masonite or similar Installed by KWS C 1 CLOSET 5068 ':. 6OX80" 61X81 1/2 Hinged Included Included (Standard) N/A N/A NIA Masonite or similar Installed by KWS D 3 BED/BATH 2668/2068 32X80" 33X81 1/2 Hinged Included Included (Standard) N/A N/A ;NIA Masonite or similar Installed by KWS E 1 POCKET - W.C. 2268 44X80" 46X81 1/2 SLIDER Included Included (Standard) N/A I NIA NIA Masonite or similar Installed by KWS WINDOW SCHEDULE _ NUMBER QTY _ ROOM NAME SIZE DIMENSIONS R/O DESCRIPTION MANUFACTURER COMMENTS _ _ 1 2 BATHROOM 3620/2036 42"X24" 43"X25" Horiz.. Slider Anderson or similar Provided & Installed b KWS 2 2 BATHROOM 4230/2444 50"X36" 29"X55 1/2" Vert. Slider Anderson or similar Provided & Installed by KWS 3 1 M. B��ROOM 3640 , 42"X48" 43"X49" Vert. Slider Anderson or similar Provided & Installed by KWS 4 1 BEDROOM #2 21137 ' 35"X4&' 35"X44" Vert. Slider Anderson or similar Provided & Installed by KWS 5 1 BEDROOM#2 21137 35"X43" 35'"X44" Vert. Slider Anderson or similar Existing Relocated / Installed by KWS 6 I Vert. Slider Anderson or similar Provided & Installed by KWS 7 s Vert. Slider Anderson or similar Provided & Installed by KWS 8 Vert. Slider Anderson or similar Provided & Installedy KM 9 Vert. Slider Anderson or similar Provided & Installed by KWS 10 _ Vert. Slider Anderson or similar Provided & Installed by KWS 11 Vert. Slider I Anderson or similar Provided & Installed by KWS 12 _ Slidpr Anderson or similar Provided & Installed by KWS window to remain 2444 1 3640 3543 I Ell window to remain GENERAL NOTE Battery operated Smoke detectors in (E) house Water closet - Maximum 1.6 gallons per flush. Dedicated 20- amp bathroom outlet - Not to supply any other recepticies. Exhaust fan in bathroom is capable of providing five air changes per hour. All concealed tight fixtures will be I.C. rated, wherever insulation is required. The housing of the luminaries shall be airtight per 2005. T24 NEC 410-66 _ ROOM FINISHSCHEDULE ROOM NAME ( FLOOR WALL MATERIAL WALL FINISH CEILING MATERIAL _ CEILING FINISH _ COMMENTS MASTER BEDROOM Hardwood paint paint Provided & Installed by owner MASTER BEDROOM Hardwood %2" Sheetrock texture Y2" Sheetrock texture Provided & Installed by KWS HALL Hardwood paint (Owner) paint (Owner) Provided by Owner & Installed by KWS BEDROOM Hardwood %2" Sheetrock texture %2" Sheetrock texture Provided & Installed by KWS M. BATH AND BATHROOM Tile paint paint _ Provided & Installed by owner WK-IN CLOSET %2" Sheetrock texture 1/2" Sheetrock texture Provided & Installed by KWS —ELECTRICAL/ MECHANICAPLAN- SCALE: �4" = 1'-0" Water hammer arrestors at all appliances that have wick -acting vlaves (i.e. Dishwasher hot water line and the hot/cold water lines for the Clothes was -her.) UP 609.10 Are -fault interrupters shall protect all receptacles in the bedrooms with branch circuits that supply 125 volt, 15 and 20-ampere receptacle outlets. NEC Section 210-12(b) ALL WIRING TO COMPLY WITH ARTICLE 511 OF NEC. ALL NEW SMOKE DETECTORS TO BE HARD WIRED. ALL NEW BREAKERS TO BE 15A. AND 20A. ALL ADDITIONAL RECPTICAL OUTLETS - (A) SHALL HAVE A MAXIMUM 12' O.C. AND BE WITHIN 6' OF THE END OF WALLS. WALL SPACES INCLUDE FIXED PANELS IN EXTRIOR WALLS, EXCLUDING SLIDING PANELS AND ALSO FIXED ROOM DIVIDERS SUCH AS BAR TYPE COUNTERS OR RAILINGS. (B) ANY WALL SPACE 2' OR MORE WIDE. (C) AT LEAST 1 RECEPTACLE IN THE BATHROOM WITHIN 36" OF THE OUTSIDE EDGE OF THE BASIN AND ON THE WALL THAT IS ADJACENT TO THE BASIN. EXTERIOR OUTLETS SHALL BE GFCI WITH WEATHER PROOF COVER AND INSTALLED AT GRADE LEVEL WITHIN 6'-6" OF THE GROUND. ELECTRICAL LEGEND SYMBOL DESCRIPTION METER SOCKET PANEL BOX D� CO CEILING FAN W/ LIGHT FLUORESCENT LIGHT FIXTURE 110V CEILING LIGHT FIXTURE 0 110V RECESSED LIGHT FIXTURE 110V EAVE LIGHT FIXTURE 00 00 0o 110V CHANDILIER LIGHT FIXTURE 11 QV WALL LIGHT FIXTURE SINGLE POLE SWITCH 3 THREE WAY SWITCH 4 FOUR WAY SWITCH DIMMER SWITCH OUTDOOR SWITCH 110V DUPLEX RECEPTACLE I l F, 110V DUPLEX RECEPTACLE GROUND FAULT INTERUPTED ut 110V DUPLEX RECEPTACLE W/ WEATHERPROOF COVER 110VFLOOR MOUNTED DUPLEX RECEPTACLE 220V RECEPTACLE < TELEPHONE JACKS TELEVISION JACKS DOOR BELL PUSH BUTTON THERMOSTAT SD H SMOKE DETECTOR EXHAUSTFAN ©� DOOR CHIME AA FIRE ALARM PANEL D_M EXTERIOR LIGHT FIXTURE PREPARED BY: KV!%S United Techn�fogy 8340Aubum,61vd, Suite 125D Citrus Heights, CA 95610 Ph. (916) 729-1798 Fax, (916) 729-8366 500 Airport Blvd. Suite 100 Burlingame, CA 94010 Ph: (650) 579--6654 Fax, • (650) 579-6637 Scale: 114" = l'-O" Q) Q Q) left cc (V Q) C 0 LQ sLu REVISIONS No.: Date: Mark: #1 #2��� W01* # - Data- 0912007 T 7 LJ CITY OF BURL.INGAME Q"NNING UFP� Sheet 8 Of 6032 FE.NSTRATION PRODUCTS - MAXIAM ALLOWED ARFEA PrOecl Laxa,�w,, Residencv Additim- ER-00—UCTS -1N'-QAQQ-0-NN';R M10 -,N NXM Use this table for stew buildings to accouitt for tal, a) bw1&-agg % ofFft&-ti'pdm WS-4R 0-4-294W A. F (Froot, Left, hear, RiOlt, Skylight) ()dentation, Total Total Vmwafien for Wrst Facing N, S, E Orientations Aced (f) Area I I Tow Percent of W"t FacjIl-R, CFA Fenstration (ft.) (�Ptx too % Total % Of Fenstration, Trictwitig West ftyo� + F. North East Soutb 'est t) If WW facing sae t s1r 5% of CYA in Glunaw Iona 214, and- 1), the aach Must De aw. .2,1 if tow tMsa esii of 6ettstraraclr. exceods 2WK, incit0ing IVW fit Oin- onentaum Then Pffform&wz AmProub inust be used. 'ftlt lacing arcs includes �F�klightsS tifWR w lie we1st or in any d�tiwLCcd on w4mN EheWptPitch is INm thTaRn IU- 1I2Cfor pack;w# D Wonly, iA�NPRDS- 1O—IS,N AITIONS A D DD (Frw� Let Rear, Right, Orit-ola- tion proposed MJ�ifiqn's CFA�-' Propos-W Femstzation Addition's, Area Removed to Fenstmfim make way for Af Ca i Ad&ti;)n(ft-7f,- ToW.Area Adde d ToW % of West Facing femm4on Fenstration' (01c) X 1001% Total % Of Fe-stra- tion X I W% Right N Bi— —0.0 0,0 0.0 Fwnt 1 a.. 0-0 14.5 Left 252 26.5 26.3 Back W"r 1U. Total L.- .24-7 1) Additioas� lfglq oa-- alttiwed to its illhap 40 5w- of fens ion AM ame--neav ftfim the 5% :*-,st Inirg and,20164M.-draum total am.a limits and *0 ineet the U-faetor md SHGC reiTurenmts of Package D. Set Table 8-2 iii tht Redidenfilal :�ual. Nate: Leave celumns E, F, Q It and I blanL 1) Adilitio;Wr- 1,000 ft� the maxiam net allowed faistration i i 2^ and may be intrewscd additionally w by, the amount of &ziing tem,--,ed in the vafl that sepmtes, the addition fiom ulm existirtg hour Howem, the total West facmg fenstmixon m n0t exceed 51mr, of dw pmposml additiows CPA including sUjou ontriumd in arly 4ilnaion and Wftd Witt I pitch of < 1:12. COW= G Can not cx=ed 55* and COIL --mu 1-1 Uzi .9A See TaWe8-2aid 'fable I5l-C inAppen&b of the RM. Whe 5% west mienairion regtricOoa art a for CI imte 2&oeZon g 2, 4, and 7-15; for Climate es 2, 4 and 7- 15 enter 7exo (0) In Cols a It- ALTERATIOINS I 9_6c this Mwfktilt Lions to an e-xigiim buRdim where few-trat ion prMucts are beirm terninled. and/ r& added. A D F Proposed TOW Met Total % of Existing I Exisfing Removed Proposed Installed Fenstafton Fensftahon CFA Existing Am t Remved Area Installed New Area (1--) (RIA) x I W.I* (#r) Orientation (B tJncutannn orientafion (R5 C-E-1-G) I Max of 201% North North INWh soutb South squill I 1451 Fast zEaq OL , West —E"-t NVest-- 24: 1) Whm SOW or nvxcef flenstration aita is added to an Ming buildirig, then the fewAration mast incet ft w4tfiretocwts -of Pack-a-ac D 4) The area requimmerits for the toLaf lonstration area for die, wlulle 1s"din& inc"ng the added flratioh, mustnot exteed 20%- Otherwise, flee performance ApPmfich MUki ht U.ScdT Sete Secti.ort 8.3.3 ii the RM fr>.r fur6er details, Reodontwil Cbmpltanee Form., �prd 20&5 CERTWICATE OF COPMEPLIANCE: RESIDENTL&L -Project rule Lague Residence Addition fix eau hme for which swWr)Uct's{ail cdifttate zones) (103wier ievdn and cartif`i dim and UERSater field vescatior -- 'CI V`§ , readily =essible (clunaw zmzB 2 and 5-1 5 m*) 0 (taller `testing mdcetid"tc' ion and IMRS Rater field ficatwn re"red,) Refir4mition Charge (cliniate zones 2 a;W 9-13 Only) (bistaller testing and zertifimPion aftd hTR 0 veritication requirea:) OR Abanativt to Se" Dum and RcIriperant Cbgrgt Package D.Alternative Package 1 Pr act aim m 7*aeio Ae AM Apperidix 0 Table 15 1 -C, Voowota 7-K OR For audit kw and altmtims, dnax-%Iews dig me not 40m0eff Md TO hAl- b= PMWOUSIV Scalo as couflnued through 6dd venficatm and dftgosuc tcstipg, lis actordaixt kvM protedtires in rho RaAwtial AMI Mwml and dact systems with name than 40 lkwar few in 11VcQnditkvwA Spaces shall meet Ou- re qai rcuwmts of Sm doo 150(m) and dirt iW W adon ftq uirwWAIS * r P "- , W D, CERTIFICATE OF COMPLIAINCE: RESIDENHAL �Page 5 of 5) Laxague Resi&ncc Addition 04-29-09 COMPLIANCE LTXrEA-MXVT This eerfifioate of compliame fists the buildings features and specifications seeded to r ortlply with Title 24, ftrt I and 6 of the Cali fomia Code of Regulations, and the admioistradve regulation.% to implement dim This certificate has been signe-dby the individual vnithoveraH design rosponsibility. The undersigned reconizes that compliaitce using duet design, duet verifitation of referg-evot ohaqe and TXVs, insulation installation quality, said building envelope sealing reqwre installer testing and certification md field -werification by an approved HERS ratcT DesignerorOwovr Documentation Author I Nat= 1 Tideffiffft: TideiTian- KWS U, hire Technology -- Energy Comultant / VaIL-y Er"pay Consa%ints �A&ess: Adress, a00 Airport Blvd, Baste 100 1 Q30X Placer Lane, Suite 200 Burfiagww, CA 94010 Sactamato, CA 9582-7 TeJq)hone-t65O) i79.�,' (916) 364-1 SM �v oy AV 4-2a-0� • I Enforcement Agency coinments- Agency: Tclepho= ,R-ayidentiul April 2005 of 5) CF,--IR CERTInCATE OF Co-NIPLIANCE: RE TIAL (Tage 2 of 5) Date 11de ii.,w�ague Residence Addition are YQN- N, ur RQAU 0 —S.1 ,r N] I, ENSTRk 1'10N MAXRjM AT-LOWTD AREA W ORKSHEETWS-4R -must he include for New Constmcfion, Additions mW Altmdtion& staad System is em gas -tired water heater peer dweeling itaft- If the water heater is a sior-gge iype, 50 gailar the roaxintwm deity and xeeirctdaficm sysleal is not allowed 0 Check bo--- wheti using prcWWvod %Tator lfcat3og table. TWe 5-4 rn Chapltm 5 in the Uizideatial V-anwL No vr, iw b e a t 41 p cacWa ti ow =- te qo i zed, ad The -iml-In-0 au I "'M ic �Idly Check box ifsystem does not meet criteria of bead doen not comply with the PteappmVed 0 Atternative Water Hearing table. fu dus ms.-, the Patbarame Method Ernst be usect and mum be *!Iuded In ifie subm;r'll. 0 Check box to vm* that a 6me c1q4 is requimd for a xl*rulatiag system ptmp for a ky=m "Vingilia wple 1 units S,V-tpmv Mtna .scat.- AwMi'"o Rated Energy Tank 'Jiv at, I Tank Factor or Exterval Water acater Distribution Number capi city lu-mal Standby, Insulation TYPWFud -T%2q Type (RU, j1§yst= tp;i i Effigienry_ Log V R-Value r (F-") Cans WH -Standard 1 $0 11VA NIA NUA T Systems mmim- muftfula dwelfts! units i Energy Tank Tank rzacl�; or Extema) 'Fate:Heattr Distribution Noinber Capicity Thernal Stan dby Imulation Type ly-ly.r in SYSEM, * N11 amik) tomW ks-*Value 1) Fb.- swafl gm -wmge water heatas (rated kaput; of less'dian or eqtoill to 75.000 Buvbr), 4ectric =is%-noe, and Iwat pump -*atpf hers, list mergy hvior, For tame gets storage wator heaters (nits d iripul of greawr than 75,W Btu,%r), list medinput, Recovay Etricitocy, ThemW Efficiency and Stmdby Lav& hr,am,% lia Rated TnpiA. and Tberm4l Effictondcs- 0i when titres > 314 in6hOAR hot rater pipes bofn ft beating iorre to the kitchw, &=es dw are 3/4 inches; or greater fii diamet-wr shalt be therom-ally insulated as specified by Stotion 150 6) 2 A icT 150 f@ 2 B, f Forms April 2005 CF-IR fA49-00 mrrwpos- Orien- Exterior (Tro*, L-ek. tati'm' Sbadinwovahanv Rego, Ri9bl, N'sX., Area V-'actor SHOC box if WS-3R is Skylight) W1 Alftsowcel is` -fact or SHGC4 included Front -w-Indow., E 14� 5 U7 NFRC 0.40 NFRC 11 Tit Windows S 26.5 0.67 NTRC 0.40 NIFRIC H)A��E)Mridaws W 10-0 0-67 NFRC 0.40 -N-FRC L 1) Skylights are now inctu&d in NN,`est-fkciaR few4ration area if the sylighs are tilted to the west or tilted in any dixection.when pitch isless that 1:12. See§151(f)3C and in-Sectico 3.2.3 of the llmi&ntial Marntali 2) Emer values in this w1unz are either NFCR Rated values or fim Standards default Table I 16A. 3) Indkakt,-Antrce cifha ftm NFRC or Tabk 11 6A, 41) Enter-mitios in this whunri from NTRC or fiom Stmdards Defaidt Table It fflor adjust SHGr- from WS-ML 5) Indicate source either frow, NIFKC .3r Table I I 613. 6) Shading Devices are &-fmed in Tahle 3-3 in the Kesidetfial Manual and NVS-31k to cac-ulate Extetior Shading devices, 7) See 8ectioaa2A in the Res idemial-Manual, rpme Type and Capicity Ik— P—A EfLic e (AMIMn� Hm t ion T)w and L*Catirn I Duct or Piping R-Valut Thormamostat Type Cmfligaration Exist HVAC to Rernain Exist. Attic 1 PI-6 s0wk J C.66fi-n-zg Eaq-u-nn-i- Type sad Capacity (A/C, beat pumpevap- Cooling) mninqwn Efficittwy (SEER ear ER) Duct Location (atticete.) R-Value Thermostat Type configarak'm (split or packaged.) N/A NIA N/A NIA NIA 1 hk -Residential Compliance Fono April 2005 CERTIFICATE OF COMPLLANCE: RESIDEINWIAL (Page 4 of ) CF-IR PrOwlt Title Dahe Laxalgue Residonce Addition SPECIAL FEATURES NOT RE.-QMFNG' Indicate each leahires are of this, projem Ttdg list beiow tartly a r ctat special W the prescriptive method, Re"Uvd For (if applicable) LT Metal Framed Walls. Radi= flaamrs CF-IR CF-IR F,7Ewiior Sha&; WS-4p, Cool Rzof NhA, AttachCRRC Label to Fonw, Dedicated Hydrovir Heati as Perforinarice Calculatioti system. ReqWrod; Attach Run W fmn s- Combhwd f Systern P Vdilfion Reoired, At' azh Rita to Form. 0 er. Ramod DUM IWA; ludiame on buildiog 0 1%.3tehell Pipe Insulation See Smtion Sh�2 Distribution o MullitAo Wator Heaters Per Dwelling limit See Table 5-13,Dr use Perfornmee Galion and Attach JIM to f"GAII& ceynref waw ter, -* Multiple DwV11inp Run to Foam 0 Nun,-NNECA LargeVater C!F-m Sce Table 5-13 or, we Performance load azce wate, Hte, d Qklotdatiaq and -attach run to See Tame 5-13 air use pe., ��2- later CalcuJazion �md auach rm to see Tame 5- 13 or use Pertornumce [3 Heati &Av Water ng Sven Cdcatmimandamchm-ro crrrars �wwd Stove Boiler Pmforatavx Caloalatica and ariachrat Fart � I 8PECLAIL FEATURES REQUIRLNG, HERS R�4 Wd--qlta iudkwt to the 1 W5 Rax- whieb credits we W of this pr*u wA nftdvmfic�a, F"fure Rtqaind -Panns (if tipplkable) C F-W, pad 4 of 12 Rggerant C-Awle Cf-6R Part 5 of 12 ke—wdendal comFli-1-1wee —Forals T. '4pril 2005 CERTIFICATE OF COMPLIANCE- RESIDEINTL41 (page I Of 5) C.F. IRS Date- Ridding Pennit # Lacxape Resident e Additiort 04-29-09 Project Adress: 2112 Trousdale Dive Plan Check Date Budingww, CA 94010 11, Doouamtatim Author Tel ton€ Ben Wrigft 1 (916) 364-1-786 Field check I Date I Climatezore C(,Wliame Method Tm=ipfive) Package D I 3 1 rrYdarcr ist .AR tact' Ise Day ,t Ei- Altemative Component Package Method: (check oae) C X D D (Alterrafive) Package C and choices -require HERS rated field-verificatm andioT diagnostic testing tsee C&IR page 3) For package D Aftern4five see Appendix B Table 151-C Po-,Dwres 7-14 GENERAL INFORMATION TOW Conditimed Flow Area (CFA) 252 ft Average Ceiling Height Maxitnum Allowed West, Facing FenstrafimProducts ?erTable 151-B or 151-C ---(55/.X CFA)LA-ft' Maximum Allowed Total Fenstition Products Per Table 15 1 -B or 151-C --PD% X CF-A) 50-4 ft' (Budding Type, (check one or riorclX Sipgk (If addmg fensuatim fill om WS-4R. Fenstratioa Max== Albwed Arm Walkshect acid sco Stedon 33.2 ft Additim and 8,33 for Aftaztionx-) Nvulnbar orstories- I Number ofDuelling U_r1-1. 0.15 Floor Comstruction Type: Wood Sld(?�Wscdnw, ( id, one at bath) Froint0rientation: 110 Northl SGQ1 East 1 elt IAli Oricaucous Cwput ftn,- orientation in dzgrees from True North "d circle 0m) RADLAN'T BARRIER (required in clime 15) QP--AO-U SURFACES MCLUDING OPAQUE DOORS Type (Wall, Roof, FlooT, Slab Edge, Doors ) JIM)'"au Frame T)Pe (Wood or Metal) Wood # i Cavity Insulation R-value 13 Contirim lAsulatim R-Vahv 4 A bcw (for wood, meW fiwne and Mass mmbbcs)' 0.086 .Joint Appendix IV Roftrwco IV.%3C. Roof Radiant I Barrier Installed Yes or No ]gNo Location comments I (attic, garage, ica), etc. (N) Roof Wood 30 tvWA IF- 0.032 IV-1.7A yes N. FkKir Wood 19 N;A 0.03; IV,20.4A TYO. ------------- insulation for,additions <15� -,q,.rt and abavioJ& 1) Se-. JoW Appendix IN7 in Sectilon W.Z rV-3, 3-nd TV-4. Whch is th-c hksis for thcU-factor crizerion, U factors can not exceed prouiptive, vahic to sbow compliarwe to R-values. Residenfial Compfiance Fbnv PREPARED BY: K WIS United Technology 8340 Aubum Blvd, Suite 125V Chris Heights, C4 95610 P11. (916) 729-W Fax. (9 f 6) 729-8366 500Airp&tB1vd Suite 160 Burlingame, CA 94010 Ph. (650) 579-6654 Fax.• t650).579-6637 Scale: fl4a f'' o M Z3 CO C-z q) .q) C) CC 4. LLJ izi LQ REVISIONS No.: Date- Mork: #1 CD #2 CD Work # - JBeret' -091=7 JUN 1 7 2009 -,-f-y' I NGAIVE ) Sheet 95 -,c:. R T of NOTE: NEW ROOFING MATERIAL WILL HAVE A MINIMUM CLASS B FIRE RATING. BBC 7-02 ATTIC VM&ATION C&C5 ATVC AT,A 2�1,87 5Q,Ff. NFFPFP V�NT�P AF,�A, 25167 / 1�0 -1.7 50,Ff, min. 6VU V�Nf: 18'' x 24'' - 5,00 5Q,Ff� ok CPC 120�'2 UNPN P,-FL00P VAN &ATION CA C5 UNbFI?-F�001P, AFFA 251,87 50K NFFPFP V W[9 AffA, 251.B7 / I50-115Q?T, min, NINE FLOOV WNf5; (5) x 14" x 6" - 292 5Q,FT, ok CPC 1203,3 (E) ELEVATION -RIGHT VIEW SCALE: 1/4" = 1' (N) ELEVATION -RIGHT VIEW APN # 025-102-130 DESIGNED BY: KWS United Technology WAL D E MAR STAC H N I U K (650) 579-6654 PROJECT TO COMPLY WITH: California Building Code 2007 Edition (2006 IBC) California Electrical Code 2007 Edition (2005 NEC) California Plumbing Code 2007 Edition (2006 UPC) California Mechanical Code 2007 Edition (2006 UMC) California Energy Code 2005 Edition Burlingame Municipal Code 2007 EditionBuilding Occupancy Group: Type of Construction: ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINT MD EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 3.2.1.3 a. One layer of Tyvek Stucco Wrap (evaluation report ER-4000, 98-46 or 95105D). 3.2.1.5 Drainage Track The base of the track has 0.25-inch-diameter drain holes spaced 3 inches on center. Roof/wall flashings by others. 3.2.1.9.1 Insulation Board of Expended Polystyrene 1 " or 1 %2" 3.2.1.10 Mechanical Fasteners (2in.) diameter polypropylene washer with key opening for base coat penetration as Wind --Lock Wind -Devil or Wind -Devil 2. Corrosion Resistent Screws min. No. 6 bugle head 3.2.1.7 Dryvit Base Coat. 3.2.1.8 Reinforcing Mesh as open weave, glass fiber fabric. 3.2.1.11 Dryvit Finish Coat w/smooth texture Sandpebble or similar. (E) ELEVATION - REAR VIEW SCALE: 1 /4" = 1' NEW COMP. SHINGLES PREPARED BY: KWS United Technology 834OAubum Blvd, Suite 125D Citrus Heights, CA 95610 Ph. (916) 729-1798 Fax- (916) 729 8366 500 Airport Blvd. Suite 100 Burlingame, CA 94010 Ph: (650) 579-6654 Fax (650) 579-6637 Scale. 114" s I 'O" tW V W cc Z 1 ca q) C, W REVISIONS No.: bate: Mark: # 1 05-27-09 CD #2 C Worlr # 1589 ©ate. 0311812009 Sheet. of SCALE: 1/4" = 1' SCALE: 1/4" = 1' PREPARED BY: NOTE: NEW ROOFING MATERIAL WILL HAVE A MINIMUM CLASS B FIRE RATING. BBC 7-02 i (E) g NEW COMP. SHINGLES EXISTING HOUSE ATTIC VM&ATION CA C' 5 AffIC AFTA 251,87 50,Ff" N��19FP Vr-_NT�P AFFA; 251,87 / I50 - 1,7 5Q,FT, min, 6Vf F VFW: 18'' x 24" - ?5,00 50,Ff, ok CPC 120� 2 UNW\ -FL00P VM&A1' Off CA C5 UNPFF,-FI.00p AFfA 251,87 50K, NSF[?W VFN1F1? AI?FA; 251,87 / ISO -1,7 50K. min, NINE FI OOF V�NT5 x I4'' x 6" - 2,92 50,FT, ok CSC 1203,3 (E) ELEVATION -LEFT VIEW SCALE: 1/4" = 1' ❑ � NEW STUCCO (EIFS) NEW ADDITION NEW ADDITION 0 0 0 (E) g (N) ELEVATION -LEFT VIEW SCALE: 1 /4" = 1' PROJECT DATA APN # 025-102-130 DESIGNED BY: KWS United Technology WALDEMAR STACHNIUK (650) 579-6654 PROJECT TO COMPLY WITH: California Building Code 2007 Edition (2006 IBC) California Electrical Code 2007 Edition (2005 NEC) California Plumbing Code 2007 Edition (2006 UPC) California Mechanical Code 2007 Edition (2006 UMC) California Energy Code 2005 Edition Burlingame Municipal Code 2007 EditionBuilding Occupancy Group: Type of Construction: EXISTING GARAGE EXISTING COMP. SHINGLES (E) g In (E) grade NEW COMP. SHINGLES NEW ADDITION BEDROOM #2 AND BEDROOM #3 6 SQ.FT. EA. CLEARANCE 20 INCH MINIMUM IN WIDTH, 24 INCH MINIMUM HEIGHT, AT LEAST 5.7 SQ.FT. OF CLEAR AREA, AND THE SILL IS NO MORE THAN 44 INCHES FROM THE FLOOR. UBC 310.4 — ESR-1547 DRYVIT RESIDENTIAL MD AND SPRINT MD EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 3.2.1.3 a. One layer of Tyvek Stucco Wrap (evaluation report ER-4000, 98-46 or 95105D). 3.2.1.5 Drainage Track The base of the track has 0.25-inch-diameter drain holes spaced 3 inches on center. Rooflwall fleshings by others. 3.2.1.9.1 Insulation Board of Expended Polystyrene 1 "or 1 %2" 3.2.1.10 Mechanical Fasteners (2in.) diameter polypropylene washer with key opening for base coat penetration as Wind -Lock Wind -Devil or Wind -Devil 2. Corrosion Resistent Screws min. No. 6 bugle head 3.2.1.7 Dryvit Base Coat. 3.2.1.8 Reinforcing Mesh as open weave, glass fiber fabric. 3.2.1.11 Dryvit Finish Coat wlsmooth texture Sandpebble or similar. EXISTING HOUSE (E) ELEVATION - FRONT VIEW SCALE: 1 /4" = 1' a) 00 L a) z EXISTING HOUSE (N) ELEVATION - FRONT VIEW SCALE: 1 /4" = 1' EXISTING GARAGE EXISTING COMP. SHINGLES EXISTING GARAGE [oo (E) (E) grade KWS:z_���� United Technology 8340Aubum Blvd., Suite 125D Citrus Heights, CA 95610 Ph. (916) 729-1798 Fax.- (916) 729-8366 500Airvort81vd. Suite 100 Burlingame, CA 94010 Ph. (650) 579-6654 Fax, • (650) 579-6637 Scale. 114" = 1'-0" q� Ca ccW A` W W V o Ww � N i s o0 H i i Q E .1 '(1) Zt C11 Lw REVISIONS No.: Date: Mark: #1 05-27-09 CD #2 CD Work # 1589 R /Ja Q3 l841009, J N 1 7 2000 1�j J)F BUF9L1iVt'' Sheet