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Reso - PC - 2024-05.28-9B
DocuSign Envelope M: AC1 iOCDE-AOF3-4EO5-AOEA-194E94DE8274 RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL T0: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 2024-041700 2:24 pm 0810712c124 R1 Fee. NO F_E Count of Pages Recorded in Off'.cia! Reco-ds County c f San Mateo Ma-kChurch II II Assessor!! -County Clerk -Recorder I � li�l'I� *$ R •D Ci 0 3 4 R 4 4 8 1 S .k Resolution No. 2024-05.28-913 1602 FOREST VIEW AVENUE APN 028-131-110 TITLE OF DOCUMENT I hereby certify this to be a full, true and correct copy of the document it purports to be, the original of which is o _ office. c I T l Date: June 7.2024 Ruben Huhn, Interim Commun E xiF 7F, 1 - j _----7f,�,� E� .sUNE r RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Design Review for a second story addition to an existing single -unit dwelling at 1602 Forest View Avenue Zoned R-1. Edward Collantes, property owner, APN: 028-131-110; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on May 28, 2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review is set forth in the staff report, minutes, and recording of said meeting 3. It is further directed that a certified copy of this resolution be yecorded in the official records of the County of San Mateo. Chairperson Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 28th day of May, 2024 by the following vote: 1602 FOREST VIEW AVE - RESO 2024-05.2$AB AYES: COMAROTO, LOWENTHAL- PFAFF, SCHMID, SHORES, TSE NOES: NONE ABSENT. HORAN RECUSED:NONE EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1602 Forest View Avenue Effective June 7, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 15, 2024, sheets CS, G.0.1-G.0.3, A1.0-A2.1, and A.9-A.12; 2. that the material of the vehicle garage door shall be wood with glass lites; compliance with this requirement shall be verified by Planning Division staff; if a different material is proposed for the vehicle garage door, then an application for Amendment to Design Review shall be required. 3. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 4. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 5. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 6. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 7. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; S. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 9. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 10. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1602 Forest View Avenue Effective June 7, 2024 Page 2 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 11. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 12. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 13. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 1602 Forest View Burlingame, Ca Exterior Renderings Front Perspective 1602 Forest View Burlingame, Ca Exterior Renderings Rear Perspective 1602 Forest View Abbreviations: A/C AIR CONDITIONER INTR INTERIOR @ AT LAV LAVATORY ABV ABOVE LT LIGHT BLK'G BLOCKING MAX MAXIMUM BD BOARD MIN MINIMUM CLG CEILING NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE CONT CONTINUOUS OR CONTINUE OI OVER DET DETAIL OBS OBSCURE DS DOWNSPOUT OC ON CENTER DWGS DRAWINGS OH OVERHEAD DIA DIAMETER RAD RADIUS ELECT ELECTRICAL RFG ROOFING ELEV ELEVATION RM ROOM EO EQUAL SCH SCHEDULE E ELECTRICAL WALL SH SINGLE HUNG WINDOW RECEPTACLE SHT SHEET (E) EXISTING Sim SIMILAR EXH EXHAUST SPEC SPECIFICATION ENT EXTERIOR STD STANDARD FLUOR FLUORESCENT STOR STORAGE FIN FINISH(ED) SYS SYSTEM FLR FLOOR TYP TYPICAL FD FLOOR DRAIN UON UNLESS OTHERWISE NOTED FTG FOOTING WC WATER CLOSET FND FOUNDATION WD WOOD GA GAUGE W/o WITHOUT GA LV GALVANIZED WP WEATHER OR WATER PROOF GL GLASS OR GLAZING GYP BD GYPSUM DRY WALL HVAC HE ATINGNENTILATION/AIR CONDITIONING HT HEIGHT HORIZ HE HORIZONTAL HOSE BIBB Reauired Special Features The following are features that must be installed as condition me eting eeting the modeled energy performance for this computer anal sis: -Non-standard duct location (any other than attics) -RerAroulating wl demand mntrol, push button. Permit Revision For Edward Collantes Project Data: APN# 028-131-110 Height Limit Allowed: 30' Proposed: 26'-1 W No Change Zone: R1 Rear Yard Set Back: Requiretl: 15' @ 1st FL, 20' @ 2nd FL Occupancy: R-3 / U Existing: 54'-0" at 1. & 2nd FL Proposed: 48'-T @ 1ST FL Construction Type: V-B Proposed: 50'-2' @ 2NO FL Current Code: 2019 California Residential Code Side Yard Set Back: Required: Oft 2019 California Electrical Code Existing: 2'E f /2 & 10'-f' 2019 California Green Building Code Proposed!: Z-81/2 & 8'-1"@ 1ST FL ADDITION 2019 California Mechanical Code NO CHANGE @ 2ND FL 2019 California Plumbing Code 2019 California Building Energy Lot Si— ]094.q. ft. Efficiency Standard. 2019 California Building Code 2019 Calif. old Fire Code Proposed Floor Area Calculations & All Appendices Thereto Existing FloorArea: Site Address: 1602 Forest View First Floor 1,681 sq ft(including 445 aq ft garage) Burlingame, CA 94010 Second Floor 1,261 so ft Total 2,942 sq ft Ownership Information: Edward Collantes 1602 Forest View Proposetl Floor Area: Burlingame, CA 94010 First Floor 1,824 sq ft (including 445 sq ft garage) Second Floor 1,426 sq ft Proposed Use: Single Family Residence: 3,209 of Total 3,250.q ft Number of Stories Proposed: 2 Maximum FL. Area Ratio: ]094 sq. ft. x0.32=+1100=3370sq.ft Sail Candifion: Undlstruded .50 sq. ft.< 3370 sq. ft. Gross Lot Area 70M sq. ft. Lot Coverage Allowad: 40% 7094 = 2838 sq. ft 1824 N. ft. < 2838 sq. ft. Allowable Area unlimited Allowable Area Unlimited Hers Feature Summary The following is a summary of features that must be field - verified by a certiFled HERS Rater as condition for meeting the modeled energy Performance for this computer analysis. Additional detall Is provided In the building tables on A.9 & A.10. Paget CF2Rs & CF 3Rs are required to be oor letetl in the HERS Registry: Building -level Verifications: -None Cooling System Verifications: -Minimum Airflow -Fan Efficacy W1heCFM Heating System Verfiications: -None HVAC Distribution System Verifications: -Duct leakage testing Domestic Hot Water System Verlfications: -None Edward Collantes 16)2 Faesr View BUAirgane.CA9W10 (4151 fi02L055 REVISED RECEIVED 5.15.24 CITY OF BURLINGAME CDD-PLANNING DIVISION Burlingame, Ca 0 0 U 10 � U N a £ o Project Descri tion: Project Team: H a .� N Revision to Permit-H22-008] Owner: Echos Collantes 1602 Forest View t M DO Reduced Scope of Work: Buringame, CA 94010 G fn p The pm(ect consists of a first fioor addl8on at th. m.-If (415) 602-0055 C 3 N N Z a thehousetoallowforalargerkitchen.The-ax..... Structural: ORE Structural Design 5 Q 2345 Spring Street Redwood City, CA 94063 Q d (650)269-8864 r , 0 l/ ILL CADD Dfter: Emerson Avenue lntedons N ie feral. On the second floor, the existing covered balcony 2901 Old River Rd Ukiah, CA 9-82 O O will be enclosed'`- e�nr!-me�i:"—swt'ermd meat rs teand med'a "'or. rsMe. The Fiall-balhreamarN (707)472-7371 There will hea secontl floor addition to bedroom 2 aM I wmz-mmcrear New gas room 4 will be added. Bathroom 2 is relocated between Bedroom 2 and 3. Refer to stmcturel general notes, guidelines and drawings for all structural elements. All strecMal specifications and notes take precetlent over arect chitural notes, guidelines and drewings. co„w•mo„ ma,•cm Sheet Index: Vicinity Map: CS Coversheet G.0A A.1.0 G neraINoes Existing/De oPlan r•••sc• "{ �� •u•uxaa A.1.1 Proposed Plan `. •a°Q`" j A.1.2 A.2.0 Roof Plan Extedor Elevations* levationsA.2.1 rr••.cr 2.1 Extedor El—di.n. A.9 Energy Colo. A.10 All Energy Calcs Continued Calgreen Code Checklist& Notes, Public Works Conditions A.12 BMP Page E.1.0 Elec lcol Plan 9 50.0 General Notes 51.1 Typlcal Concrete Notes 51.2 Typical Details s. .Cover 51.3 S2.1 Typical Details Fountlation & 2nd Floor Framing Plan Sheet 52.2 S3.1 Roo( Framing Plan Detail. 53.2 De[ait. 53.3 Details s CS New iMessage Cancel am We Willnesdalettshot release from you foh Burlingame saying that ant no longer the architects for your youmodel and whoever have hired win now b ctthe architect of r rd. The new person should be inserted into the letter. Then, Iwill head a letter for our he-ol. In addition, there is an hour or so of work it ouyetl with leting title deblock and cleaning up the tiles. send on. There 0) u Release from Oriqinal Architect New iMessage Cancel To. Nanry scbeinbolta files to hen Tory. There 3 is an ootaanaing aF balance of $880 plus the time that it takes to put the DWGs together and Joy had .25 hours of time this month. Please sentl a check for $1080 and our copy of the release and I will fioam rwag rd you the dt .. I ory that you don't want to continue on with us but understand. Thanks. Thank.!19. JOv thin.. will Mery ©) New Wastage Cancel To. Nancy Schahh.ht m sorry that you d- f 3ef 3 want to continue on with us but understand. Thanks. Thanks!Igoi -,thin' Joy will haour title block and send you the dwgs. Good luck and please feel free to ask q... tions'If you have them. Good Luck. 1. pmpd Masbnndattit NacmNare th.2019Cdama Buildly Cade,CRC, 11 Mllple th-d, serving one shower Can- 4.303.13s When. Nowera CEC,CMCand CPC, 201BCel Green Guiding Codeand Ne 2019 CalAwas Ereroy Ivedbyri.h.1.1Mm Lead, IAemmbhed talealalliniethAeada uhingame AWniclyel-1-, an aurom-Ares,-, system is requited throtti-ntisreatlence. Pare afar W submitled under -fists pemlit Mthe Flre Code. ComN with lha Qtyol Budingeme. anNa other- outlpa mntrallM by a angle valve that not exceed l.8 gal per Dnat Ia approval poor toinit- Provide a bxAMw prevmfwn din-USC 2. Dlspon I-h ncad,. h Cily of Burlingame Wept ehragem. Pan antl bsl so psi, or lha shoxa shall. a daslgred W sllo arty ana.owartold M. W- Reductlon Rreui rhena. ACorshucllon Wask Menatieenl Plan then pi-ed double chip valve..My, Gmal centraaashpl ensure th. d- chesty valve assemay kr fire proieclion shall be .dad and sppoved by a San Mateo es with City N Budimgame's Wesa Reduction Pit. 11 be ph-ed Wthe 1sM1owerslalbep-d wed indvitlud cmud valves d pree.re boa-, Nermreafic County-- Heats approved mnh ,prior N ssbe sh Waar B'Umh nepadm.lpfl-painll Issuance. andpressure b-hedith...Ntro miung valve that-d..1d all 3. SIB'lype"x' G.WJ3. atwalls bebvaen resd-antl therinpp.ac8. wNl max. miungamperaWred 120disettiet CPC408.3. Deparhah Snd.Flret-hAImeelrequiremedsdCAFlre Cgtle Apph F., itlings less Nan 38o0y. A. aM1Nl be pmvbedasiWOgpm unless garage, naoM1anla&mamand reeM'and at walls antl ceing below sal,. Control.-&sh-heads ro be locead n this shower head does not d eee .m 4. EgEgretWindom: The bdbm d the Enr opening of al least one willow In dlrenly st thetheo.Mthe cempoth- B MNer on atlrysl th.1,ts pha W Goaded by anhaubmatic-.1al Ore apnnka ninsh, NAn It may be retllMed by 501. Miamum wear.es.tl. Mall am.mmlaa bph domat. B Areapnnklar ex.bedmom will notexceedM'ebovefin.flr.. antl ltwill M1ave an escape openingwl nW Ne showerspray. reel sato hiy d5 T spuere an(erccept d the ithe-eh- wn be 13, 3hoxammpanments, regardless d shape, shag fovea minimum fini,hetl'rAedm Mf :rope s squatareal: midmum at clearroeniy Mightd24': antl. 0.-saldear Me denmmpaaamga 3011 dress. ne syakm demmd Mips. 2T. ConsWNa hmrsare'.Mon.-Fn.aAM-T FM, anansss gAM-6 PM,-tst antl Hdidays N. albwed Noperms anal erecllinclWing ercwvafion 8gradrgl. opaningeid-2lY, plreper CRC10111.2,103U3,T dal yp mu squired area antl dmensiona shall exantl teaheigM11d60 inchnabew Ne re 5. tl gailRC yaregdretl as perCR308. GazroamperelMutlae hd lybetlno proWsans olFer Nan Ne lxWsAowa Tempererevalveavalvee, emrepararry buldnA orablcWre atlarthanbetween Ne M1mreabon xnpliN n emn of uroensneceeary In theldeen of public M1ealth B se",a Nan Hadad th: glaang Halls less than 18- above fl.lth floor, wlNln 24'red. af enp dlshes'aIM1Alns.endsaeN grab bars amla. Idmrsl Glass dmr and dth., and lo-it erd- and adjacent 14. Provide th-file or stonefide. M all shower and eb wed shmvar areas Me minmum onlywlM1 ptlmiles wapproval tram the BAInng OffiI whop sen.al shallte fare rid Mexreed3deye. Holitlays are'. Jan.1,3rdlt-yi0i pangs gNaed openinkawiin 60"aboveea.nding eudenaM lain lnlelshellbeNly temperM. MighsdT2-M-Ne drain sisal Dorn a moisture reagent undtIft a t. typal. granktl period 3N MondayNFeb.lot Mteday'm May, July 4. l n Mon. d Sept, Nor. 11, 41h ne tl saferyglass as per CBC 2406.384. 15. Trap seal prdenion shall be podded I.,&a drains Nat are illkq,t* used CPC a sin hul.Whave e.1.1 Title24 rep. tam CF Ie, yentilatlng area for allsec.1WT.1 ThissiII in-,,BDec.25.IfA,1, July 4, Nov. fed, a Dec. 25 bpi m a Sunday Ne fo.axiy le is s hdiday.Ifthat all on a S,Nrday the Fndayisa per orb crawl spaces sM1all not be less then fll6Nh dthe retareadthe spesere lased 1 MNeallowing mlNmumtlmm�ces. 15'.nTsltle hen precetling holkay, C.-te Mum in Ne City Public ngh -way are led-m-Midays antl CmuackRoptimkpmvkekam insulaAon In all spates with vaul4 Millingapr Aat kLlnae d tons: 624'In font per CPC 402.5. omCBy HI th-, a- antl$PM. --IN or.milareasemp bustling moo. The Nam in -fit. tires rid -danylcventllation per manuadurels NondtaM1waMlrgmacA-thMllb-hadymnnedetl th.-ageapbmmfood spedlmtlon. Foam Insulation will All Ne enure cavity R-value is R30 in a"tleeploisa disposer.-Ne used d air gap Into On the d ehithteatle of ft cleanly that belimlbd. a At SPM Monday th-ith Friday, and p It tedon holkeys on such days. an hgMrhtleeperloisa. AHic ventilating area may he.-td M-0th p.- didetthing mecM1he. CPC sec. 8- 20. yM1idtlencadAions thalrequirewodMbep.ormedbeynndtla trope ofthe Loop vent Or circuit vent for an island sink 50%ofNerequired area is loraad in Ne upper pohion d Na spare per CBC S- 18. AIM thbing-la-tbaamn101awayframor3ftabowarryaperadesNyligM. 12032, CPC aes2 busking permit lssuedft, Nen pans mayrequire fuller CAyapph-lsir Wht by th. Plonng C The lh'd' -a- / xy 1Y 7anNa AN s ah Ib 22 by 3V A3V --sad 19 At aldihg 1 sut4+Y yaems 1.wfchq' any fire sated ncudng� - 8mld - - devices Ma be b 1 Ne Qry g y us don - Me P P M" g a s water" i N N g P p9 p thh ntl b hgh Pressure: othei gfan W 1 ly d Hem vane l "A W M1 bens- tl N these PY p P P 9 N. :cap Typep rep" waler C. PI d'ssunce I A ..n g.G arcs songs valve. atl load 1200p tl pq d1 any d- YP- gN p. CPCNPC IAA a.10 q b k'AP .. If Id sp " ' ion d p'or tothe Wddarrymnstruc0on v.m Guekrels. IIM1 d h h 4' dl 2D. W M1 mre la valve shaltanote wade body onto d pass Ash CBC 10154. Let straps(i6gage meaq one laaLLtltl3M1om the Mpantl wa bsaletl 9. Nsairwgs be '.36" tlthwl 5 tl M1gm Biebo a ( p' ny am Ne pubic right Mfw n 30 IfPM WA- res a a- rep- PM, for EDandrq-d%enter athp be i.plahmml. _ _wrpv - aganmii�irr m r eats. 10". Sa'he .14amorennmMM1avemntinuous M1andrad eatleebend rig wprevaihond 31. Ekfiy Gry Street Tree may not bew4 thmmedaremorstl wlolarinlfrom Forks mnwa °p"tl0°vre°'1°e° fan bopom nnrkWp nsa,pa CBC Imi. HantlreilsMM1avea intrz"ro Ygnppable 22. Mach.kal wall lsnronrtaet regal codas all Tla 24 regdremna. Hloh B Mwbem ehammmem, h.hiht ovenning, s-It tumro buMl-1, peWngs® FAU(s) 8 wear eaade). Machankal wnhalon Mr hath DMa.. 32.-angmntracal.11 provide. angle line dme. al a. d tap -and any rexel pool, per CBC 1014 ell. Provide ... hanial venAalion sy.. cape.. d pravidhe fin ar chenees me malletionpllaM Plan Check and approval is et...o.s mli. IWtere 1. Nlpl.=1-9'rsdngnNuild bythe PlumbinA mntradprarA reamMrequired rods, hour n required per UPC. TAIe24eM c.form MCirydBudiyane requimnmb. LmvAw pumbinBAxlureefl 23. Drys wisest M have anodh metal tunaa VMingtoouake wed -.11 to Adngawillba In beh.ha. pc. Tdlaa let 1. 11 CMC. Pmvkeovetlbw betel ma h- drein tied into wade 33. thep Mlyline is leas than tat(10) set tom Na exit arming of arty nnly asalled a replecemep high eRmiency mechanical ceuipneet tln pipe size of the final ten(10) fnl d to 1 mad be inpreased M three oh. (a) - used all new ultra th128 per pan washing with a gMlo flUah, shower head 18 to. @Bo psi, lav feasts 1.2 gp. to N poi and hiMlim any a, as an etlmwNe. ma1-1appwetl bathes mull be alalled. aucea 18 gpm@60 psi pa CPC 407.3fl Ca- asa3. Per CA CIA Cotle Anita N At ot-M bA 518'Nick. Ireallmmer beads at al :tirade mhn-Faalen dh-Iro 11 'It WI Green Se te ash 1. forall buidiyalt-t-Ilmpwemenatoa tenth,-dryly11ecrewe. All,itarob-tat rdsardednthathareano yro ee,aiwdep - ` style amilyreddwtlal pmDetly euply plu ag fiburssNat do rid me a anent dls9ng-thliit-etlon.C.IrecrorsMll delNpall walls pededlyenn. how ralnwllI need th be upgredetl. Tales el a A. mass excess a is gill will reed 25. Provide slid MIas necessary for ell wall th- shelved hares sed ahI M be repaid wed 1. 1 max. how.. 11'. .1 a-, beads wed a flux red S. IIabor elev 11 wM1ereappllwble. _W than 25 Wm wit and to. replaced.1. max. I Apm ahowar head. Lava .Mainot-aweda1-raagreea1I1a1 R 2gpmwall reedMbempkaii weda.aces wed a mm. flox me 112 am Its gpm at In-, aunts!. General Notes 2019 California Plumbing Code 909.0 - Island Sink Venting Edward Collantes 16)2 Faed ylew Budirgame...10 (415)fi0-1 to rc a O 7 U 10 � U N � a o m N c v 'C N �nm o d z a ca Q O U B� N Itte Subleumrevlelaiu :men aa. General Notes Release from Original Archothd G.eO.1 Edward I I I I ollantes 1602 Forest View Burlingame, CA 94010 (415) 602-0055 I I I I I I I I I I I I I I I W < 37'4" 21'-6" _ �N -----------------__ - I I 1 I ----- ' * 37,-3 - - ' ---- •----- ; cn -- D N - ;-------------- -- I , z i 20'-2" 1grill I O • I I I ' , , yJ I ------------------------------------------------------------------------------------------------, I I , , I ' ' I W ------------------------------------------------------ 1 1 --------------------------------------- If I1 1 1----------- ------------------------------------- I 1 r-1-------------�---------------� r------- I i I I i i i i i i I , d ________ I 40 i r__________ BEDROOM 2 r� '----------- ' 1 S i BATH 2 --- j i i ;---------- CD KITCHEN 1 1 I ' L i i -� ' ' i r------------- STORAGE I M 1 ; 'I I� V 1 1 I I '----------- ref I 1 I I II I HALL 2 ' ' � � 1 , � i - '� DN E O ' ~--- DN 1-------------------------------- 1 - — Co ---- 11 ----- - • 1 , � 11 •0 O----------+--- " I ----- ----- Y 1 1 I jCN ----------- _;----------------------------- r---a_+ I 11 I a� L I 11 1 1 1-------------- I Im M (n pantry I o I � �i/ � ------------------J ' z N G `�^ 1-------------------- i 1 1 1 --------- BEDROOM 3 ' �- 1 I I I Q _„ 1-------- -J I -I ------------ D 4_0 HALL 1 BATH 1 __� I e) '�e) tank ed a)w WH ; u rn:. I Q L cl/set ---- i O L------------------------------------- —------t--� U N II FW1 18" x 24" i crawlspace N ODNr -J; l;i•- �'I —access r---�---,1 r -- ��---- I I iT i 11 1 I I I I I -- � 1 1 I 000 I ILJ GARAGE --------------------------------------------------------------------------------------- --- 1 1 ON . I I 11 I Ln i Ln i FOYER ---------- U P DN j ' L-- ' I PRINTS ISSUED FOR: i--------------- ❑ Preliminary Review I � I ❑ Bidding Purposes I ; I ® Permit I ; I ❑ Pricing Set I � I MASTER BEDROOM e ) elect u El Construction Document —panel Subject to revision until Ipermit is issued. E) COVERED PORCH (DOES NOT COUNT AS EXISTING FLOOR AREA) I 1 18 x 24" �I I crawlspgce gas me 1access ------------------� ------------------ C:�] o• uI CDQ) I elec. meter i W . 1______________________________________________________ - - ---------------------------------- ---- o. covered balcony to be enclose I--T----------------------------------- (counts as existing floor area) I I PERMIT DATE I I I 13 —1 0 I I I DATE 12.20.2023 37'-3" to be reconstructed removed brick ' --------------------------- --------------------------------------------------------------------------- 30'3 1 /2" SHEET NUMBER: Existing / Demo Plans EXISTING/DEMOLITION SECOND FLOOR PLAN (j)-EXISTING/DEMOLITION FIRST FLOOR PLAN- SHEET NUMBER: 2 1261 sq ft 1681 sq ft Al ■ DOOR AND WINDOW NOTES Edward ND*Es V,ab uk a Ga ama rum l APah" —Jambe K wabm all Aa II Mdurer Bathroom d #2 • TV h sal tygl gVM—the Whan edo fth glassMil 60 aches ofa +r � _ \ \\ ❑ Collantes . BUAing CA me, (d15)fi02-0053 MI.", Nxkd�ux mndgw M1 MwMde size. Consun archilegMsignifiN stand'A d d inlet ofabeMNb or shovrer. My glai ng that is less Man 60" / / sbevadauon. from the floor antl whi" Whorizonlally from iht.barshowerwlllalw need robe DA eletl wxmea Qp dad wsemem ONe xea 2. Ra NFRCIs 14,0 slate Mr ,ad U-8 tempered glass. 2019 CRC RMB4S. Ixnpered glass a'�} 151 eAfiatltlD. SGH HCC kr all fexslreAm pmtlur6sM1al-N 2019CRcs—R310. 2o19CRC3e'Am R310', tl poor tolxpeft, or M—bya W,W.,g GARAGE DOOR TO MAIN RESIDENCES 20 ircNMidM mn IMpMp, B shall — th. rakx Il is the Ga uargy apW par CRC R309.1. 3. SxakxbMsla Mad Might • 20 MIN. FIRE RATED DOOR WI CLOSER 2019 CRC R302.5 AND R302.5.1. 2aiW,heiga— 5.7wl. P. cluraxamin dA lnmx AF.F. max 2alxhhalghlmla 5.)p. P. clurarea min Mlnmx AFF.mar itY Vmetal hr.M36'abmre aka axing. Sea Gafamn. Nde MA1 <, t=lemperedglear,f-Y d weiMD. na} 9 D 0 "�` Mxbibb H ON I \ 16 I I c CLO O DW DW O PUIlau1 v D)R BOOM2 rel sh. LINEN MASTER BEDROOM M O O kraga E GO HALL2 A13 Klkhen ❑ aPxd all N = N alin 2� BATH2 ❑ DN '^ '= (/% m O Ad. wd pangyl b.,co € ; Z Q I I � ❑ m � � BEDROOMS U Li C.❑MASTER BATH pNngRxm (E) (N)F RN BA1H WH E S p❑ N L S'%2<•-6re'Tyve %tlryrallga II DN CLO AyK IN 2 r ON O RAWLSPACE Ne ceiing per Tabk ACCESS R302fi 2019 CRC G R GE I I I II I I I I I I I IACCESS I 'I CLOSET SA_ I I I � I Foyer +„• n mom eoimwtia, Doo�mem sml.mmm.l.lx Ica I I I (E) COVERED PORCH (DOES NOTCOUNTM EXISTING FLOOR AREA) IE)BacL SutrPanel I I I I LGi BEDROOM< I I I LIVING RGOM lsN2T Cmwkpece Pncess Gas Meter I I I\ • I I I MNer I � I PeRMIr DATe I I I I I I I I E CxWinrean6d---------------- gemga doa Mkw I I DN 7 I I C----------------------J ----------------------J m. sT rvM PROPOSED SECOND FLOOR PLAN n PROPOSED FIRST FLOOR PLAN P,P"aat Floor Plans 11IDa91 i 152dsgft A1.1 n EXISTING ROOF PLAN n PROPOSED ROOF PLAN L SEES*eUc>•Unu SxeEr sz.z Legend: F7(E) roof to remain ® (E) motto be demolished NOTE: existing roof: 2077 sq ft existing roof to be removed: 133 sq ft Therefore, less then 50 % is being removed: 207712=1038.5 which is greater than 133. ATTIC VENTILATION CALC Per CRC R806.2, at least 40 % but no more than 50% of the required ventilating area shall be in the upper portion of the attic space. A: Existing conditions and to remain. F 150 = 0.21 x 144 = 30 sq. inches required 81in. ft. of roof eave. 216124=9joist bays m. holes = 6.28 sq, in. per joist bay =132 which is> 30 therefore there is adequate roof - C: 99 sq. ft.1150 = 0.66 x 144 = 95 sq. inches required There will be spray foam insulation at the save where there is not attic space 8 3 - 35 sq. inch roof vents where there is attic space totaling 105 sq inches. 105 is > 95 therefore there is adequate roof ventilation. Edward Collantes ,sr-M. Bu�llrgame, CA 99010 (415i fi02-0055 0 0 a U o C U N � o N 0 � c (22 X m N E d a C Co O ULL N O Proposed Roof Plans A1.2 • MUU1111y - ula55 U uerrlpeslLe 011111yle5 • Exterior Siding - 3 Coat Stucco (Sto Powerflex fine finish, or sim.) over metal lath, over building paper, over drainable housewrap (weathersmart of sim) • Exterior Paint Color - Benjamin Moore White Diamond OC-61 • Windows - Sierra Pacific or sim. Aluminum Clad, Hampton Blue 323 Finish (3) CIIIJ I IIVl7 VVCJ I CLCVH I IVIV I Ci \ C/\IJ I IIVl7 JVU I I'1 CLCVH I IVIV PROPOSED WEST ELEVATION 151/150 = 1 sq ft 1 x 144 = 144 sq inches required 14x6=84sq inches x3=252 252 sq inches is 1.75% > 144 sq inches Therefore, there are vents as required by the addition plus additional vents. PROPOSED SOUTH ELEVATION Edward Collantes 1602 Forest View Burlingame, CA 94010 (415) 602-0055 U 4 c c a� a� E E E E 0 0 U U Y Y U U N N U) U U O c c CU c� (n a_ a C) r 0 W � U CU U � Cll � E C .CU o '— C � � m C: CU _ }, Cn O � UU- N O Cfl EN PRINTS ISSUED FOR: ❑ Preliminary Review ❑ Bidding Purposes ® Permit ❑ Pricing Set ❑ Construction Document Subject to revision until permit is issued. IPERMIT DATE DATE 12.20.2023 1 SHEET NUMBER: Exterior Elevations SHEET NUMBER: A200 Edward Collantes --------------- 30' height limit------------------------------------------- - - - - -, ------------------------------------------ EXISTING EAST ELEVATION , EXISTINGNORTH ELEVATION --------------------30'heightlimit------------------------------------------------, ------------------------------------- 12" x 6"- 35 sq. In. 1602 Forest View Burlingame, CA 94010 (415) 602-0055 � to el E E E E U U C U U p m d F0 N .0 .5 .E N W U 0 .U) L.L 'W"', ai E M m 0 H N O co r 0 N co O z Q PRINTS ISSUED FOR: ❑ Preliminary Review ❑ Bidding Purposes ® Permit ❑ Pricing Set el ❑ Construction Document Subject to revision until permit is issued. N PERMIT DATE DATE 12.20.2023 Proposed Exterior Materials pL PIS SHEET NUMBER:Exterior • Roofing - Class C Composite Shingles � � Elevations • Exterior Siding - 3 Coat Stucco (Sto Powerflex fine finish, or sim.) over metal lath, PROPOSED EAST ELEVATION PROPOSED NORTH E L EVAT I O N over building paper, over drainable housewrap (weathersmart of sim) 3 1 SHEET NUMBER: • Exterior Paint Color - Benjamin Moore White Diamond OC-61 • Windows - Sierra Pacific or sim. Aluminum Clad, Hampton Blue 323 Finish A201 SCHEINHOLTZ AS S2,��I ATE S 1319 H B.'17 g=A� CA MMMC:E� E-1 U-) CD ..F;g . .... ..... -EET- FNFKGYCALCC C H E m o c 000000 00000000000©0000 ©®B®®®®®®MB0®02M� ®®®mill®®®®®©®® ENNOMEN 000©00000 0 0000 2019 Low -Rise RBSIdan ial Mandatory Measures Summary 2019 Lo Rlse Residential Mandatory Maasures Summary 2019 Low -Rise Residential Mandatory Measures Summary 2019 Low -Rise Residential Mandatory Measures Summary o c e.m, w.mrsmsRm�r°newarm m ion ai.0 rev e w 1 n ..w. oxn musoo.w� xm m:. o� o.wme en. .<w° w�:eo v wpW�c remm¢m w.wimnn co mnvm meramvwmdswo.vmisma�ono uxam�eux o qfl n.opN+. �m.mmnan ovxnamm. new Dina mi . mre.wex anMV.. aria a nm.emme re.0 11. 1��10. adRF r.ax am - mm� SCHEINHOLTZ ASSOCIATES SHEET TITLE ENERGY CALCS CONT. SCALE NA ISSUED FOR PIP JOB NO. DATE 2/1]/22 SHEET A.10 a The City ofBurlingame PUBLICIS FOR WORI S ENGINEERING DEPARTMENT PLAN REVIEW FOR BUILDING PERMIT NO. B22-OD87 PLEASE ADD THESE 'PUBLIC WORKS ClINDITIONSI TO THE PLAINS OR ADD THIS ET TO THE PLAN Ci wig of tlebrie bozo publice rtretlaro atee to iaMua�az oia En<romPt_n worktwltI Nide bereflt of arn'en<roachmentpCrmit will bel<hagetl tlouble the permitfee n airy righbofwayzhall mmplywith City m ceN oeNiea dual a os:/Avww.burl ore/tlew nts/ou..b Ms/cis etails Hold g..City f appbmnVmnnaaor wishes m .m. Thls'mduaes ceI., f io. haulm o.,form maybe bmitted Io the w meat. Ilan pal work�gaays in aavantemrrtreview suend approValWPublic Works and wn roaaway. ane Bpaing,mt apwmowneiana"; lMSpf-wha ,Bz noratpdu Perbtl, frowmnflarsv['Hu"Ia m of wa8hthea0rs SlIb1dayae—.WayDay. 1 p lit dBadi public rlgh w hW liV, zppr 4 from men vubbr work: cepill—I-k hill - romp,wrth R.following medal mndtlonz, zpeafiagons,tletails,InticonstructionmoraroI— adi—Ital: ci—, igid -way. dam as"I— M!adtwalk roackYmml P—ib from Cana. pdp, to 1Ga work. Itis the a its sre+p.ale rnmli-d III regmreace I.. shall be built imo Citys right-of-way,this inclutles all existiigantl overhang projmions. On wm ows o nu aawdlon sryk.l7 fret measuretl Rom Nceof curb. dVvi popeM Bdbing ermllan ,thiba water d-1menbeplC pp°ry".to1heissuan-.1 tlnveemotlel projegs (ess mIn sm: remotleR All damaged a.arahpi—d curb, gutter, sled. ,..it way akproacM1 fronting sitemust be replatea pd.,Io-IOf Bdlain Permit. A P-i.sp—i, by roudeath ant/.1km actorw-it t o contest the limn,ifthe p z/23/Ex x Iharasapel improvemenrs mat are not shown on me plea u, them mmwin me ml.gpe ¢flqnbio paimYln mall —Ply ONsN oss perlmiti-It, rep p anbfountl at tPnalww Y.org/brot wmk ontlitro the loctobe els" to Apol WI appnam/toot aap,are lies Abte roaremrpveal prpjms stormwater Inlet proteabn devlcelsl Isanabags/briers/Nc l in me public rigntaf-way to Ooopi^gduring aln events, Intlreinstall tlevinxontt the rain event eAll private propeM stormwa epalmaet1. senbnala 11(A.eno norm u waternor n0ergroundrwatadrai.ing from.1 P.any e building,'orpaved area shall be Al-1. d1t1ii oadPlAdd P.P.ni.s.onmiuli w-1.1 be ald ro the dNs sanitary 11-1 syslem. Regardless I U. sloce Of me source propeM, such waer shall dabro n- are goal or.am—span ra.a8e fames by gaviry or fors p otyem: cny°w eau At, connecbpn Nes. oomesb, water serv¢esz cidid osrershall be Inztalletl by built¢ z ocw.bda/garbr" 11, g..Tlh mooio .shall be dill pwrry. No wet g+,babeR.idIII em.,p.bb,right- vpaneIbi-dial._.m 11. P.I.potty" must be pacetl on to pt dare M,alc-d In u e c IONway. rezDo.smilxvof the.wne. a.a/ortamanprtp .pricy un g ntl service Alen luwlm leas) h. Uwa Green Building Measure Plan Sheet, And details ce a A arawm Ge 4a soa.s LGL NARNZ otes IN TE.ORMOGTURE CONTROLi1019 CGC 4a305)artls Gc §asOs.z CGL Note, wlllabereve 1,N] prlormfnlxb mxelalrbei 6appIlN. Re muNtb. produ2,orallowtodry iiii--l—re. GC 4a.50s.3 GCN uR DUALRYANO EzxausT xa19 [GC 4aso6 ro.mlbclrtub�zM1awer,orshoweVlw boftml9<Gc 4asasi ea.nmida�<e,ro nt fawn°IeM1OmeverednOnaya�m ,-1 CGC Notes be - e ipme FNMRONM..— COMFORTixDx9 WC 4g.50T) nt i.1. rvsl/Aw. Lpte Mee Nm/ACC L1 .n.a nngandcoobnseyuipmentinacc.rtlance Nsl/A¢AH3, z119 CG LAND CGC Nxes NSTALLER SPECIAL INSPECTOR DUALIFICATgN iRU9 CGC 4TOx AC systeminstallers will IALA ed and certified lndre proper installation d HVAC systel—ii.qulpmemN_CdEllted o-alning/cenlacatlon program. TV CGC§70z.1 CGC Notes Wllen required by them( -mg agency."hall employ Special ln"pt-2019 CG§702.2 GTION x019 WC4103 CGL Notes atlenp the Builtlim DldsipntnalwillsM1owsubstanaaltpnformancewrtM1the xOt9 ode repo GC§703.1 CGC NWss uaAdAdee(Aiiiii—abeaNr.INRs —SNbdAm re a eqw ementxoflM1e2019 GreenaBuldl gIp lti rvan einhpl , cY 5cM1 tz, SCM1 N.— Add—reas: 1319 Howard Avenue Dry Stale ip Wtl dbI Ciry Strte Ip e ore. bate: 2/17I2022 romea^. m 1—t—IlNe11Irvm°ee 1.11I/mr,nm All �eEEeNn a.612A, Iv',pI ag["rslnoi.e"y'. soaoam�le r�at< xw , OD.DIm�n �r�i,naa wave az.,I,h,o-.,.ela soo(mlls afi po«e., elm°wlwapm., xw Cal emae «gm.am . I uePcaaR.s� ax I u o- ry wnc ane sae p.mb one <aPaaq or ac Ie.ec zoa000 twrnr Iso.otnl 6, zansg �, sO.IfM u fxeweD a11111-.11A0. Iea..0 fxtt°r D50Poefmmuaolo 6�ryNa P ols"IlSo. T( x tnA C C Pa aa=epp salwvU oawaa.aa.avrts ^,om p a a^Ia,ro p ap eaw,Ia..aua Imam w ieW.acd. q pvd.e Due a0 iwon.tovNycp p cemtnV uluepe Hall menaneae 9 u GC 6m po rtaMw 1 IapPaaannslea�a [men 6�x�� 6o,.2.bb°a• uyr mse a5o5.�waaalul aaays, ams r'ala+o-xxvwa'vettylrom baphrooms saenl vetyan mall ra rmeape�Iya'aeaa�eleunlesafune a . � ataa.,n^Ie n^.ae wm�Ra^a system IN Hq�rceycnzetrel'nxyros. arcinu[isn Pbarem Pa CGCmo2rope nswlpdan Alry c mama 2 mra ed lyma am^,si^a aaeasr. anal Poi pre p w 70e.2. 1011 CALIFORNIA GREEN BUILDING CODE eynurvriwme RESIDENTIAL CHECKLIST Newresidential buildings must be designedto include the Green Building Mandatory Measures specified In this checklist These Green Building Mandatory Measuresofsoopply toadditionsoralterationsofexistina residentiolbuildogs which increase thebuilding'sconditionedarea,wif me,orsize. Theserequirementsapply only to the sped, area Of addition Dr alteration. 2019CGC§301.1.1 '—ft NNmber: Project Address: 1602—Mew Specify which sheet lnclptles theRfeawre, and addspeclficdetalls listing where th—ENSHNre is lacT dm that page. hNiAdeezactcM, SECt/ons on plans, Green Building Measure Plan Sheet, AM details SITE DEVELOPMENT JBIHUI DEC 4aw6) m aimgementaplanromana¢e lersman lesztnanonea N snarl ae Gc§a.1aGx starmwx ai Ap to howDNNG^CONtltvrvi g��il preavvye^pt sou er0pwsfromemenng bullaingz�Eeaeptim:Projettstnataon^taltertne arainaged GC 4a.105.3 213/A.13 delEvleh gspa<es. romplyw xu9e Gegaa06.a cveM1i argim, parkm1NERO1 NA IPROENCY n111B CGC Intl the 2019 Cbll—A Building E—gy EfiffididIc, Stand—) 2019 Energy Code pelfoman 1.1T2alcomg:, drcum n ust 1111, 1, a 1/2- z 11' format, Ina must be re Bcatetl pn the plans. rrta CEc §3s0.1 Ib) A.9 B 10 EVILDING ENVELOPE INSULATION, climate m1, 3, Table 150.1-A Intl B: ui.d. CeilingRln�ulati n,Mininnuimt'R-301mulatl0n 0.equlred. Lacs Required A.7, A. S,10 aaaiamgamer Re dreg wse<dpn sso.a -Ina Reference aedemial endlg W. W App wan" ALwse «BeiowGaae mtet Gidd in —ss0.1- o,e. Floors, Slab IA,—NR, Rilsed R-19, Concrete Raised U Fattor 0.269. A>A.G&10 A A9&17 CBNIIN lnsulagon lnsdll.—Pn cfl.(OR Is 0.equlred by a thid P.M. Hdwam, piping inzuladonrequired: 3/4 inch w larger. 2019CEC§150.0U)2Ai,ii,rh NA CGL Notes Li Ni : luminaires shall meet- uiremeras in Table 150.0-A, 2019 CEC§150.0 k AB Notes Fen U-Ntmr 0.30. NO SHGC ulremem. Table 15D.1-A aM B CGC Norse Maximum —¢Area, 20%, no madmum far Wert Nclrlg Area Table 150.1-A,aMB CGCNoce, Door Mmlimam U-facro, 0.m Tade 150.1-A and 0 CGC Notes Whde Hausa Fan, none required i..H. a acre 3. IN. LIRA -A, aM B ew lmv-d, NA I NA Green Building Measure Plan Sheet, Arad details '' ut, (R 6) 2019 CEC§15D.0Im)5 LGL Notes uaI—ii—tidg 5%wish air handler. 2029 CEC§150.0(m)11 LGL Noes Water beating: 120 Vdt, 20 Amp receptacle< 3 h., CA,H or lV Vent, condenzam dairy pacifydatleastx00,PDOBN/nod 2019 CEO 4150.00) LGLH— TM1IN-p,TV ANS Vedfltation for vemilatlon and indoor allqL.IIW. 2D19 CEC§IMO I.) mU-1-1(G..) for fenedd—d aM skylights. CEC§15D.0 R) LGL Note, INDOOR WATER USE D ELS DOC 1a3) gal/mOuzM1. m19 OGcga333.1.1 gal/mush. AUR —.—I—.—IIOIAlA1 c1C§a303.LI GC 40.303.1.0.1 2,2 PM, but must default L.—ma mum gpwrxepf IRG C. �4a.303�3Aa Ge cGc gam hpe1lMwDOI <Reckl i[ce mentof waters GC§a.ma1 C ENXANCEDDUMBIUIVAND REDUCED MAINTENANQ(2019 CGC §A.106) o.na pipe".alma«mlextppaml"prom pemng+msole/bolomPi-1H walk,sM1 [s by do GC 4aa lmete mas ry, similarmematla,ceptablemthe enb ,gag ry LGL Noes CONSTRUCTION OBC lM1eno^-M1 .usmnstruaion+ s`+rt+ Inalanddearmgamns�rs rc 4A.aps CGCA— [G[§aAw GC 1a1 GC §a.alax LGL Noes LGL Noce, RR—ap CE.g18019000§A.awmR'Iti- alletlgazflreplattzwillbedirea-sem,sealed-wmburtiblerype. CGC§a.9A.1 Any-lt POLUTTAINT TROLno19 DEC gasw)comp IllGL � mepablree ---flb. 1xIM1Omayentermezystem. GC§a.sM.l No Ili .1.nagementtllstnetstandutlsroj shall fdlow loalan Gegas0axl LGL Notes mprywilM1VOClimits.ARECGCM.50a22 CGC Np weNM1NtlM ttl milts, Pegulatbn RRulepg.lim.x r 2DiSGC 90.501.z3 LGL Notes flnisnmacenak. IGCC1.A GS,,gas0a3 CGC No4s LGL Noes SCHEINHOLTZ ASSO��l A T E I (0,aPARC110 REVISIONS ND. I o,.rz I SHEET TITLE CALGREEN CHECKLIST & NOTE5. PUBLIC WORKS CONDITION5 SCALE S ED FOR 81D JOB NO. DATE 2/17/22 SHEET A.11 SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management • I'� I I e� do Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, din or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply I chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with maps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make um they are not overfilled. Never hose down a dumpste r on the onstmcd- site. ❑ Clean or replace portable toilets, and inspect them frequently far leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain efibetive perimeter controls and stabilize all onsimction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further making. Never hose down streets to clean up tracking. Equipment Management & Spill Control 1 �w- Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a berried area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ ff vehicle or equipment cleaning must be done onsite, clean with water only in a banned area that will not allow rinse water to mn into gutters, streets, storm drains or surf a waters. ❑ Do not clean vehicle or equipment onsite rain g so Lops, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose dowa surfaces where fivids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or togs). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt area by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to mport all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Waning Center, (800) 852-7550 (24 hours). Earthmoving Paving/Asphalt Work A& ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes r where construction is not immediately planned. ❑ Prevent sediment from mi tin otz ite ga g and protect storm drain mists, gutters, ditches, and drainage coumes by installing and maintaining appropriate BMPs, such as fiber rolls silt fences sediment basins gravel bags, berms, etc. ❑ Keep excavated soil on site and transf it to dump trucks on site, not in the streets. Contaminated Sous ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. Abandoned wells - Buried barrels, debris, or trash from contacnng stormwater mnoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawci ating & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when am cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the stone drain system. ❑ Shovel aboamb or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is m—!). ❑ If sawcut sIn" enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallettunder cover to protect them from rain, off, and wind. ❑ Wash out concrete equipment/trucks mpMte or in a designated washout where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas or drain onto a beamed surface to be pumped and disposed of properly. Landscaping ❑ Protect stockpiled landscaping materials from wind and in by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discount-, application of any erodible landscape material within 2 days before a forecast min event or during wet weather. Painting & Paint Removal r Painting Cleanup and Removal ❑ Never clean bmshes or rinse paint antamers into a street, gutter, orm st ain, or stream ❑ For water based paints, paint out bmshes to the extent possible, and rinse into a dram that goes to the sanitary sewer. Never poor paint down a storm dram. ❑ For ml based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltm must be disposed of fax hazardous waste. Lead based paint removal requires a state - certified contractor. ❑ Discharges of groundwater or captured mnoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call yaw local wastewater treatment plant. ❑ Divert inn -on water from of kite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a bosun, tank, o, sediment Loop may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water most be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. SCHEINHOLTZ ASSOCIATES O PARCEL NO.028-151-110 REVISIONS en. I onre I SHEET TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPs) SCA E N/A rRa— FOR VIP lOE NO. DAIS 2/17/22 SHEET A.12 Edward eiw�e,¢.uo�,mn.a:nu :r cF Na:�aonn� mm. uiremomeenmaei�e.n�:swan¢.¢ Collantes I62—Vlew BUA(4t5) .DA9I (4151 .—I me emLED IMPIA rAl —..— i a.sn i w SSegflatlEltlm aix�+" re xn.una"uaercp, eam�aercumi a m. memo en ..e - I I _ _. _ _ 3 '� — — Iomu�, or¢um mmn.nmino�.�p�orio ��salm«". ra.ommmnmrea�irea. v.nry IF a. exxndwmum .con,..¢mFuo-.xgo"mw=n¢.a¢.mm¢a.,a.au„n.0 e"memunw \ o ���._._.���—._-�Y�' O e. a.�aEc.ua.rz,oarz.nmoun.m•=usm.u�n.oe.a c,..imuu.enm,�"uiN.a"s u..a. w.I o.a 6eum�muWn1la��ar:��¢�imna�mcmma«.nmsi e.mw"uao i BEIXt00Mz ®\I � &dl �rl,ralc, I'I K J`\._,_'� %r ,z.v.nH.mmp. rmma¢nes.un.wa om�ionm:mu¢uo�Pm��anx.Woi. LINEN I' . M a unnxareek na a cone x ato,2ce.e I coew I � M45TER BEDROOM14 xn,tz t� r \ ® I owm m,n¢o-",roee ew,,."re".mamw rare¢ wu"a mmAm.. I I � 1, I '' aaal—a dre,I,ro spreC men ® p l0 GN I doom N owx.mm."w,�e mm¢uvn�"m... © = _ Mw.,i.,o�anm�¢,o•�m¢.ua.¢oas I xl,x -\IiI m O is uia� .oua¢.ioa¢e"6 j • . alaBEDROOM 3 I tII ❑ € i"C fA0 .I Ms17 _co 2o' colas xeia"�mau nave. a.eawmx I � — � � _ �I _ xn„w BNTx % /O 1 N 10. xivr s re wM.ux,:m a, I _ xnmwnq. aRnn I . ----------------- a.fa wsmre«ean ¢nuiea wemnanewd'2 I ."mmeevr<.umn t2lnue'.urvwlnnm�ee.reina"an�re"�mwisaea men.�5�iwoa.ai¢ak.aem.: nw�- I I � �� CLOSECLOSET T noRwdk I nowdk �Nm.ne�mma,uaovum con«muma��,m,o..orn..¢z,oaye�rui,unaw,mv,.mrxa. I I r ', ¢�z�on lcrlaln2a�utoia�a�¢m na, wm ma�,aro�p� I p�GI . aMre M.OGEEq sNN. '� a e `22AAI �I -H4 rza.um.moo,.mmiaoo, con rw.�...� n�an.a�yp.�rFc 1. q N ere wvrcrci. L r.a��«, .awuowN. f I am co".m«."mam.m b�FI "o¢n.0 "na¢.uwmwi¢¢¢m."reme¢ammm ur nbam�.o� e<mmoor nnureona"ii�e rzNm"�: o�. mm¢° ¢ m L I BEDROOM4 21 1anmna11 ! (E)—RED PO — (GOES NOT GOU TAR EXISTING FLOOR PREP) 21 1. nem 21 ui o,"mnenyuxnuewmue. L, 11om..iA.�e.v�oo.aeeaw,awod�mmewm.xmmm.�.fla..v um¢m.un.euem>ree"«nremw,ammm.,mmo".npn..m.¢ma".�"n.m,¢onwu¢:�m,nni a.m,wlxx I I � LINOOROOM I I I I\ I LEGEND ` ___________J I I R«:mml.ae.wyn ® vn I I I I I I I I • spa {} I I I I ome�mxam.«o¢anxr m i J i 7 � N wuuaon as®¢Iz• � � I � +a waux.w«.xa«re rzrzo ��au.i p � � i I ® a�ommammem.. e�e."enwi.mRaaawex —______________________J —__ anynMis woc�mmenemaexaxn I I I I L J mupu.rcn®M' 0 wwual p ®e ea.w r�.aa®4e' ® olamrirem.nemn®�+e� �ax SECOND FLOOR ELECTRICALILIGHTING PLAN n FIRST FLOOR ELECTRICALILIGHTING PLAN xe e. u N Proposed Fleo,Plzns U E.1.0 ABBREVIATIONS ABBREVIATIONS ®AND INT INTERIOR AT AN "CHIP OLTIG) 1. Lw LEEwARs APPROX APPROXIMATELY) RECTIURAL) ME MAGNIN.M.1 .1 METAL E Nn wA ry LE, NOT :P' BASE PLATE GO OUTSIDE DIAMETER '" OPPOSITE HAND C CAMBER DIN. OPEN NO LE CIP III ISL NI .I CLEAR Ell PAEK I HT DIED I =FS. TREATED CIA D11-111 BAR ANCHaxls) DEL DOUBLE 'U DOW wELOIs) SCURF INCH G GETESE G,D) DIM DwL IwwE NGISI IT I REINFHE RCEMEHTIRENFoacl RE. ISCURED RED POOR TOP UNIT IEI EX �GTI NO —1 Ran WATER LEADER EX eEND SAD Ru El EXPANSION JONI ROD BEECILDRAWING6 s CIA EID " LEI -HE.- SEAL EDGE ISOLATION eoIHT PC EACH GOP SIR EXPANAIGN xTERIOON R BOUT ILRs exr EGRADE s RAIN NGs Sn ON FNGORAw NGB y ST FEN FOUNDATION IS ELL ER(I` INDMD . R III I IF a FrG) WALLsvNN I'lusWnMETRICAL y RN FIELD WELD TM ON s —NIXED THRU WwHG) "2 c c Nrvroaces s RETE OIL OR DO TT.G IM OF STEEL"' GUIGLUE _�XINA �T IDUT TED BEAN TIN TYPICAL LOW TIP I " s DIAMETERED CH .1 WITH INSIDE MIN �NBa ANCHOR THEFOURTH �rvFo INFORMATION WINE By WOOD WOOD FRAMING NOTES 1, HEADERS, BEANS, POSTS, D ETC, ARE PER MG- WHERE NOT NOTED ON PLAN AND SHAUL BE EXTERI R WALLE z DETAILS L.DNCJIOIsTs�).—L.ESEprcuro.RF.LLUN'IF.RM NG (SLOPE z:tz oR LEss): 1MSZTsc AAA RATED SHEATHING IMGII)ExFtpPERPEN UHsa@S' EDNEsl Mrv)AHDto FIPANELSINUELANS. LAYFLAT WHERE NOTED ON G GG G G NGNAGNI—IWRH oa��aEd ,bs"SCE o aFIEI o"oA s'NG L oIDONOTGPQTHnIL, N ALL NAILS SIHALL BE COMMON WIRE FULL ROUND HEAD HAIDS, MACHINELDRIVEN NALS B. imizFORG niw ROlAUNNO Reou�REMEEuisEAiA' "ITMIT SEE ED N NA r. wenLtL°snai °:ae1s•«urvo. U. F.F—ENINTERIERSUL. BAD REGU,FE.ENTG OF HE S.EANWAUL SCHEDULE ON unu. B ICE WALLS ArvIEAM D INTERIoasHEAR wAL PDAMAT, WIDTH 10, PEN Ho DOWNSTo TFULL ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEry F1M.161 UNI nsj nTm ascT ERB AT FULL SIDE FIX MIT Sze j0, 2,0,�TSAAND RAFTERS ME ��Lu 10 Foa 2XK. HER PLAIN. WITH 'LL' nncLRSFoa"vAEHELIzeo Ro EI OCONSTRUCTION ARE PER PLAN. DESIGN BASIS STRUCTURAL SPECIFICATIONS t. REFERENCE CODE: M19 CAUFORHIA BUILDING CODE. z. EQUIPMENT. TIE wEIGHroF ALL PERMANENT coxsraUCTION AND RxEo REOUIREMENTs. EHAND RocN corvcaETT: AND NEETTHE Fouowl FR EROFSH RING UIW EMARKi[an woof aRoo�s pssocwnoN E" oeslax pL RER IFONIC)_ oR TO a. LrvE COATIS: .IN SAcxs INGM THEE MATERwLSGHALL BE ASSHowNB TOV n. ivPICUFLOORIRESIDENrwL4.................. aB PAR REOATE MAX wpTEaro cemervrmous s. ROOF ..... ... sB PSF LOCATION STRENcrloiiass nsos DEMErvr RAnd Mcuelc`nvad SVECIESAND MINIMUM ......................... Iff sawn LUIUBER MEMBER FN IPsp Fv lPss EIPSII e. IMPORTANCE FAerore: .............. ..I -+.a vL NAreawL DouGLAS TIR.xz BBD 1m Taxt FINS sNEEr IS PnRT OF SET AND Is ...... D. SITE cusslFlcpnoH:............................... sc=oIOEFAULTI zxsnOs<ty HEIGHr Do...... R-sTUs Too 1m taxt NOT TO SE UBED uorvE CE_ I. STUDS ACCELERA TI ONS ONSEL ss=z.lts ExTEaaRsue oN z,spB Das z. DSHAu TTED BY BE THE REsaorvSlBlLm or THE corvTRncTOai N UAE THATTHENAwMUM THE LOCAL JU_DICnoN. st-.ere 1^xw as MOISNRE CONTENTOF Woos AT THE TIME OFINSTALLATION SHALL BE NOT MORE OF CRZ9 THAN to%. Arvs PA os) of I 'EIIIN IPEIIEAL MALS TO BE 01 COMMON WIRE HERE NAUN. I SPECIFIED IN T"ED"INI' 1 MENSE AN ,NO. ACCELERATIONS S. 2, CONCRETE III DESIGN AND TESTING S HALLIMEET THE REQU REM ENTS OF ISO SINKER NAILS 0 148. a 1G_ "A BE "` lC ... N NAILE UN. PX BE DEMDEEM RED FOR USE SO, CEMENT TO " N OR FOUNDATION NOTES MEET ASTN css. FLr ASH TO MEET ASTM LAN cuss F. GGaswTe ro IBE IRE NTERIOR. OF IHSETASHALL EHOTDIvvED OALVANIzes PER ASTN Atss. nnousoa IN w 1. CONCRETE 1111 E SIGN FOR INTER11 I GLASS IN MADE TO HAVE III TO — FUTEN CONSENT I ME 1 ME REC.M —TECHNICAL HERE HIS I- ALL CONSTRUCT— rvoOF s T TUTEDFORCEM ENT AT POU POOR-PO[NDWE, cE RUciURAL DESIGN IS IONSIDIEN OUNDS TO LEUNO FEC ALL DIMENSIONS AND CONDITIONS AND UNDER DIRECT ON OF THE CLIENT DRE IS PROCEEDING W DADO PER THE CALIFORNIA BUILD r THERwISE. DO NOT USE EWFLYAGH INITAIIUNI oc IMINiupuMA zauwsICATGET'. rT) oa orvs HIGH EARLv STRENGTH CONCRETE, Ax(.NIUUM'ceslwso r'PER aslNVTnEoss,"IuAPPLI_ N—M- BIG MAY EXIST WHICH WARRANT IIEE AL IESHIN R'RE IHAI NOT BE RESPONSIBLE FOR ESULTING FROMTHEGE CONOITIONs. THEATED IWI 11 CRY WIEN INSTALLE1 AMID WILL REMAIN DAY NG PROCEEDING WITH ME WORK. SATISFACTORY PERFORMANCE IONS. ETwEEN son uor "C"I" DRAWING IS OR VAPOR VROMcAIR ARsue THICKNESS OF D.s verso Fi MAY BE USED . WITH IIINT LAPI NET LESS THAN I ETE FOUNDATION DESIGN PRESSURES ARE VER CEO REcnory teoa.z. AND BASE COURSE OR GUSIADE WHERE DIAMETER IF CREW TosPLI WHERE NUNPENETRARIWi lOOD IIMIEER SPECIES ECI NOORO 6, REINFORCING STEEL SHALL CONFORM TO ASEM ED GAP_ AND "AH AD AD �GGG DEUUPD LOAD • .ULL1 LopD• LATESFRAL=z.BW PSF Em cj OITSTuo). va c NT GIULL CONFORM WITH ACTH wOa Q BGANOG—LBELARPED,z•MININDN. Lu E CA A1011 BE NITA A All EXCHAVAIN)l CLOSING IN OF WALLS OR OTHER CONSTRUCTION, DO NOT CRUSH WOODWHEN U Z OR sED `wGEJo'a"•L" a«r°sE°EP'raw oo`o"sI EO IN ExTERIGRAPPLIcpnGNR SHALL RE HGi Z PuEs% a "E IIE ANCHOR BOLTS IN PLACEHRIoa TOCONCRETE POUR. - INHAN DIPPED GUVANI�s vEAASTMAtss. LLJBY ME ENGINEER OR IINMNYIRI IIIIIE14 EVER J I SEAmoM ExcAVATIOHS PRIOR TO Br oA'D suPEaloavlEsasassjoRE. AL ED LEE wlrH icc REPORT' UN. r T sFIR(PTOFr PuceMeHTOFREINFoaCINGORcoNCE.TO All DIESKIN STRONG Tz1ESR-Swr)oa EPER xTE ova STANDARDrruoc uucr)recoR UCZA INTER OR. USE GATEOoar Ucs6A Sz'111'ATcuRBs) ANCHONEBOLTS 111T THx'cc WHERE Nor AiztEs""a`-"+alij.0 Dro WEATHER rosE VTor AwPA usE LLj m oK(E NCEETE ni3)oRHILTIK(HE;-IESI.1i)Rc r SCHE'LLEHEo IFEEn F'LAGE xP 1ESR-zsae)oa HLSEEn Hn�AIR ma PolxE oozaaJ CATECORMTERAORINDFRAM REOWO,DGGAD. of w RB) onE[sS OPLACEMTAILENTED'oTHEGONCRWII REME. ANEHOR BSHEAa NO. nALL ETrossE DONE ER mDF ULELoov'RIILTSHITE YsU.E1 corv2 "1. noDlnoNU REQUIREMe9 WOOD ADHESIVE SHALL BE WATER- CARTRIDGE DISPENSED, MESTINGARA, cf) > NTs. MINIMUM Two nnc"oR BOLrs PERSLLPIECE. coMPANv. oN EXISTING CONSTRUCTION PECIF eFCAT"EATHINGAS wHEaESPEaFICALLr'REMDFORIF FIX usEory Q FREDw� rrossBLE aEVISIorvs.HEwsrINC FOUNDpnoN corvDlnorvs AaE NOT As sxowN. 1 woaNSHowNIS NEw urvLEss NOTEops Exlsnrvc lEJ DRAwINcs. OOP F FOCI ELEVATIONG EDDGCHEAPECONTRACTORETCBASED GN Z w PG, g > . @M-.EAGHWAYATMI, DEPTH OVER 1-111ER,,,DMI�MIN)NDB^THICNDFMININUMFREEGRVRAL SHEATHING SHALL N'; .;oR MO ERo aNREG DRAINING coMPAcn[D Roc'�K11 MINI REPANCIES AHD R ALONG CENTERLINE OF F ING O EYE PTIGNGBEFOREPROEEEDINGWRNTHEWDRN A9FNDNBDGEOTIE HSHEETS. U w CONCRETEGIALL BE VIE TLI ONnILs of Com.0 WIREwITN FULL ROUND LEAOsnRE z. SATCHED.MIxEDIAND REQUIRED. DeuVEREsro THE SITE IN consoRNpNCE wm1 ASTN cea.MITNCICAMUFO I.E. IN LIEU of PLrwooD CALLED our. ALL osB SHALL corvroRN TO Psz. LL a. CEMENT. ASTM DIUL TYPE 1111 MEMBERS PRIORAPPROVAL SHALL BE OBTAINED BEFORE REMOVAL OF N a. AGGREGATE. AGING. t. TOTHE FQLLowrvGNlrvwuM PRovvanes. 0 1. COVERAGE. THE MINIMUM CONCRETE COVER SHALL BE AS FOULMS UM WORK uvvoarsARE REMovEDTO ALLOW THE INSTuunoN OFTHE rvew _ .1IPARALLE -- CONCRETE INouaHEsmiEss[olx. 3" sNCOHN Ar z Fv 290 PSI NFOaM TO iNEFouowING MINIMUM vaoPEanEG. A. wrvcRETE CAST nGAINsrn"D PERMANEnnvE PosE DAY. woRKOPERAnoNs. rHE coNTRAcroasHULErvsuRE SAFE PASSAGE OF E PSI B. coxR-1.B�R1 o.E.11. WEAiHBRaMCR TO PREVENT VGPROUHAGE I ORN 1. THE EXCLIANs AND PECRUE CTOPERnnorvs FT=I -PSI Fao+Las�w, ASMARS xte BARS .. ... ....... ..........1+m TOP PEWOM$ WITH ONE THE FACLTES AND PEOPLE. caoROIw.TE FN zws PS! (PARALLEL) rseaxs REAM ALL OPERAnorvswrH THE OWNER ORHI ro-+ao PSI c. CONCESTE NET EXPOSED ro WEATHER 11.cory ME GROUND -. ...... Duawc� ' m B. THE corvTFwmoa SHALL PROMPTLY REPAaDAMACE muses - z nAMID. ...... va^ OPERATORS wNHSNLpR MATERIALS ArvowoRKMANSH v. ♦� w�,u '♦ anMAG —C sMULER .. ... MEAM. —N. 7, ALL REMOVED ITEMS, MATERIALS AND DEBRIS, UNLESS OTHEMIGE NOTED. :FIEWRY RSI BER UPS HOME. TIES. SPIRALLS SHALL BECOM)EM" EYHOPERM LIED FI M I_ I T IS ENC, ENT PACT NDN�NERL BE RAL usaxs. wsl OR wl WIRE, AND 1. REPORTED TOM RCH)TECT�ENGNEER FOR RevIEw AN REPaR w'LL eE REVISION SCHEDULE BRACED TO MINTAIN THEIR SHAPEANDALIGNMENTUMIL NO LONGER NEEDED TO D TIME WHICH MAY NET BE VER I E W W.EH I D E S TGR I I N. ME-ISE 77 DESIGN 0, THE E. SUNG BUILD NO NOT SPECIFICALLY ADDRESSED IN ME HEGX_WG_ FINE ANI SH— SHALL NOT BE IEMOYFI UNTIL TH I CONCRETE I A-N ED 'RH"_`ALGUHAT_A RESHALLNGIDERESPER"CLEFOR H_W A 1IIME CONINACTICH .— . E PEOPIN-LE EGA VE. FYING AND COORDINAIING WITH 1 E DIIFERENTAL BETTLE.— BETWEEN AND -'TN' CONSTRUCTION AT A L TRADES THE LOCATION OF ALL ITEMS EMBEDDED IN OR PENETWING CON FEES REMODEL OR A. T ON FOINDA M, MI REACES DAN BE EXPECTED ME SHALL NET ME RES ME NM ETC EM.E NTS iz. SPECI.CORNAMEaLEo.aouE PLACES IN sn:uc,uRu CONCRETE ELEMENTSuHoiEssG THERE GOID11 rvs. GR UNGATIGFACTORY PERFORNArvCE REGULTIrvG FROM S OR DOCTS 11 HIS, IG ALL TEME TO BE CAST N CONCRETE SUCH AS REINFIGIN. WELE BELTS. "A' BE GECDRELr POGlnorves IN ME FORM. BEFOREELVE-THECONCRETE s cCONSTRUCTED IN ADCORGANCE W% DEC DNGTRUcnINJDINTDETaLGHAWN secnoN+aos.apnrvDTHETVPIcnL SHEET INDEX GENERAL NOTES �AKILAGTIN. OR OTHER MEAN .. REMOVE DUST CHIP. OR OTHER FOREIGN IH1 TYIICALIMCNEUE MA 1r ME CONTRACT— CONCRETE. N TFDFA .EGTHDDCTDxALCDN"N"I ERATTL=T 11 TM ADJACENT IG D sO.O RGINF ORuvERe G.TO LED 21 DINIT1111TE1111" .s oP HOLDowu oa wL FOOTING CONSTRUCTION JOINT viaERiocorDioun EVEAr vIPE Eaesms PUN 0 N= HIT ATPGN—TiGN•TYP CONDUIT& PIPE AT SLAB ON GRADE J., E1", a ry I I I , I I o I I I I v� TE m� bryuores roHR qm DO NOT LOCATE SLOCKOUTWITH N 48- OF $HEAR WALL HOLD DOY0N IN FRAME I \FOUNDATION BLOCKOUT c wxours OR OTHER PIPES To eEae. 9 5 i 11 LENGTH SEE LENGTH IIE z< BR'Pc'HLNAHow'ALtSAa uN. PwEREvERrvoETHN+,PLETsm END�rv.sro�o oa,w NRp.UG. ETAREDGTNER.. aaN OR to IN Prc xeGN STANDARD HOOKS &BENDS tiwlae TOGeTN[a Ar En ervo COLBAR&STRUCT OFFSET SPLICE PI AL REINFORCING DETAILS IPc=2500GSI MINI tv NO PIPES I 'i vpnpiIS REA �I C� =1 III=1I1-1 1-1 P PAD AaysODLINE -ONuSE� NOTNmeD TRENCHING ADJACENT TO FOOTING PIP. INSIDE —1 —TMin TICKEve lw IPEASE. PEOD B `'4 `° RIz ATPIPEF'�"° ----nOR N PIPE.—S P'--- - O --N— ++ EN�ti _J sn vsR rvore zs A 6 - aTI1D wALs EmBEoIPE D FW+L PAD GRADE ne 7 NON'BEARING STUD WALL AT SLAB a -0 rvP aewv MAN PING- G sLE — — L ? gNq�y�,y�To P PTG REI nP I"MATCH sEENGTE Ne m'(E)�INHAS 0 PE "NT IG- T - NY PENETRATION THRU OR EMBEDDED IN FOUNDATION.ALL PIPES THROUGH b. - PIPES. PNOviDE"rj. INAL SHEET POAMTw)Is)EwRAvs .0 PPES.PRGVDE+re nomnuaHEETFGuaw((a)WR PS n UNO MINAL A SHEET OROAN w (ts) WRAPS sLEEvs. vEt+MU.OFGo) PIPES PER.rEEL. Mlr('PIa[') EMBEDDED IN cuREGTTEEM MAYBE WIRE TIED TO HORCONTAL RE NF 11 I.D TI NIT NENI GTHERWGEDEEPN rGGTNGAsaNOWN1POR EACHCNCREASEN PIPE DIAMETER,P 21 PIPES THRU FOOTING [G� HrVDRE)RT4 _1 LAR WALL PLAN VIEW -SINGLE LAYER1 TO WALL OR FOOTING PLAN VIEW Y OR MORE LAYERS TYPICAL CORNER INTERSECTION AND END REINFORCING -t m DRE G REWSION SCHEDULE TYPICAL CONCRETE DETAILS S1.1 NALS TO CH P uno (qT STUDIO ES OF SRUI(etl®tiPoccmiNl (iji�nisxS STOSiIos TOP(AT STUD) wl(21�btl. ..... RmG TOP F1 WALL WAUPEN11 POST AT NO PER PLAN (2) xDDNTTOP FL, UN. a o „�. A`IS AT �INGF- - sx"N"."GEDGE NnIunG.BLocxn IALwxEREnAILIN. ED.NAIL 2. FIELD NAILING Too 8EEtz �NO. RMory wlRe SEE so. GENERAL NOTES FOR 3, ALL NO NAILS TO BE OPENING —4 W U—Y BGW W sAND ATWALLS-DOUG— HTG Is .—PE.—' . . Famc OR FDN P[R PLAN i(2), a5 T8B AT aPenlncs .m iI (l) LULHTSTUDTYP PE HEADER SCHEDULRE"E (22) FUL arosruD AT INGruT AT U3r.—PLAN. SHEATHING AND PEN NAILING PER SHEAR WALL4. ALL NPLaes TO HAVE HOLDowrvs FNoM THESE DImENslonssgD FOR ACTUAL WALL LENcixsoLDowrvs RE DrsPm FLAN nrvous+xE s�EvuNS FoR HOLD OTNER 9 SCHEMATIC SHEAR WALL ELEVATION („2x TR—ER TYP " T,wN ,n PL WIDTHNl SILL nT ae A.uA:. I212x TRImmERnT lel,Ge TU Arzve OPENING>e O. UNo as® .. xEnrcAunveausEons�awu.n a.ne PEoonaFNINAxEnlrt. /C,TVPICAL STUD WALL AND OPENING FRAMING aam, ttv uxo a+l2 MINIMUM la +p i WALLSTUD PER FLAN ttP UNo • EDGESG RIM JOIST TO TOP PLTOENAIL- - - . . ... ... TRUSSES.—TSOR RAFTERS AT ALL BEARING POINTS TOF Naas EACH SIDE---------------------------------------(z)+Ie TRusG OF siuOFJOISi T. EDGE NAIL WALL SHEATHING TO STuos off POsis WITH HOLDOWNS. B. PORn of IN,ERI0 WALLSURFACES ADJACENT TO SPECIFIED SHEAR WALLS GHALL eE sxEATxBT FORTxEFULLurvwrmRUPTEO LmGTx PER NOTEMOR WmT GYvsUM--DOFTHE.-ET HcaTEssio vaovlTE Ary EVENwuL SURFACE FOR FlNISH mATBRULs. STAGGERED HOR¢ONTPL OR VERTICALSPLICE JOINTS. SHALL t2aFlELD NuurvG,Tm R F WHERE STGRARES OCCU J6, c51bx•3W TaB HigBl lHcn�o1ON i[SESIDE .............. (Sltbtl FL CH ADDIII N L61NCH INCHES DEPTH-(t),btl STE PC N. - - 12),otl (2)+oe PAN IN ELI ARE APPLIED "T' THAN e'm ON mXm SIDE, PANELJOINTs sXALL BE OFFSET TO FALL ON FRAM ING SNALL BE 3K ORTXIGIa_RA U-NAILS ILLPLSPUCE—CCURs PB TO PLWALL11NNOR END OR SPLICE DE SNDES OFOPNG -_ - - --(2)toe oR(()t� BRIDGING TO JOIST, iOE NA END---------- - IN ONEACH SIDE9INGmESTAGGE WI¢ csa� ASV BLW x HAIL ...................... !C a — AT GOL.Ts�IaRILFORYSTxEAR w%UIs ALL INCLUDE STEETWEEL FUTEwFILLAsx"ERS A UTO Esx ICES pCCVRS ONAND Es �`/sz� AUT PNG - - - .............. - - - - - - _131 +ae.2Qi^be TO DOLE PLARcrosTww2rxEAeo AMTETER qno A SLOT LEN NOT TO EDIIHER ROVIDED ASTANDARDC%` WASHES ISPLACED BEWEERTHE NI^ nNDTEIDEOVEATEW EFOR OF G 0° HD PER PLAN tnmAxl .................. _tEe®tzx ............................. .1fd�20'ec TGUBLETOPPLATEaPAC - -- - ----------------- tm U(i)i5a WALLSHEWAa DFaxERwnLLaxEATNNGUrvT.PRGDEG�RaZEDPuwnaxERDR OFFSET AS A,RETURET.ATGGNe SGEG3H�Rw LG3TAGGERAGA3 REQUIRED, ae TO IS PLACED Am N.Um OFarANTAMAx mum OF tr FROM E.. OF ALL SILL PLATES AND AT NOTCHES IN SILLP_G FULL HT PGSTAT HD, SIZE - PER PER PUN (A TPPLAEa, PSarvE ACENn -- DN NDDDaHEADER W _.. ®;gaa EACH EDGE IIUBLETOP PLATELAP _ _--(3)tbe IN)Stl NAILFp.E NA...................... iG),btl tz. NOOPEN NGSARE ALLOWED NSHEM WALLS WNON THE STRUCOSRAL PLANS. OPEN NGS NOTED ARE PERg(syZSHc ON ANY OPENNGS NOTSHGWN WITH THE STRUCTURAL ENGNEER.00R THIN STUD OR THIN POST WALLCORNERIENDI ASOccU—TOFNG NTERSECTroN RERe \'y PLAIN VIEW , OPENINGS�e SO DO NOT III BLOCKING AND STRAPPING. ..................... . BUILT uP CORNER STUD s... _"AFTER ,FA ENALL.................. iei.i)roc —SlNSTOSOSTS: ONIH) NCHRS—S ---------------------------la)Se CEILING STRIPPNCH eeorv3 ,S A—GiiNT.laa"riied°TOSUPPO)Ud cahwc sralPPlNc (2x NS................. ING RTS 14 SHEAR WALL NOTES .� SCHEMATIC SHEAR WALL CONTRUCTION SMALL OPENINGS IN SHEARWALLS z NAILING SCHEDULE Q 6 AT ALL ORTED£ ocHED AND WHERE n. ISM L GPCG O �PNLT as JJJJ,3le• Dls�, j'f IND MIN Lrz omlN a', OR cuas oN Es orwaLL PL NCREAGE FL WOEF WSIDEF EDGEGNTSIZEASHE_ Hm AT.. MEMBER AT 3x MEMBER G PLAIN VIEW EST CLOSE NAILSPACIN"CUP 1 la•ooc oLEsa sP grvI ALL) G'2" CENTER IL 1111E,A—ZE,AND3la PB svcc PER sw scHED GALV PL wASHE RMIN I.2zzxs•sO GBOT OF WALLii ON ARIEs. SEE PLAN P. ATax FRMc ? TD-O OR HOLES AND ON a.o^ ml1 mom HOLE ToroP a SPLICE -mo Hoy[ SEA SECTION AT TYP NAIL SPOAEING NOTES: SILL SLOTTED Up TO , LENCT SCHEM PROADE T)C T WASHCONTRUCTIpNOL[Is ovERSIxED OR SLonaD. G EAR ALL 1. MN.U.SHLATHING—G—.1— -LENGTH / "SHEATHING NAILING Itl HOLES AND NOTCHES IN WOOD STUDS AND JOISTS ,be �,Ym sH c j'A'PEN UN MIN ,Stl.Izrc sHTc PNCOMMON EHTG STUD WALL AT PEN _G ,etl AT PEN SFCG PIN vm PEN 71 ALL 1.A T PEGFC." POST watt Posia HD OCCURAS S �15TUDSA N rLSTUI A HD AT INTERSECTION �LHD AT CORNER AT *PEN G SUITS WALL lld-- 11 PEN P. PIN HTc be®,zm EN occu�Ud GCONNAT PEN PC PIN R. 1. AT PEN,Ia®,ro. a�G IEN HD btl®2« TRIMMER aN� aHTG1 �LSTUDSIT INTERSECTIOND STUDSA INTESCTON D HD AT HD A PLAN V?EW OF SEUDI WALL INTERSECTIONS AT HOLD COMER AND END o ,TYPICAL PLAIN VIEW 01 STUD WALL INTERSECTIONS ^,PICA I 4 1 DOWNS DRE G REVISION SCHEDULE TYPICAL DETAILS S1.2 CASE 1 CASE Y 2 AS REQU RED, rRDIVIDE 'LOSER INL SPACING TO MEET HMUM NAILING FAC, SIDE OF I SEE FILMS FOR STRAP LENGTHS, LOWIONS AND DETAILS, UNO, 5 TIE STRAP SCHEDULE ES OF RIN RUPTED, ; 11 HCR,Tw ° ]§ TO IATI" _DEPTH, UP. /E \ O ----------------- �Fs L R ° TNI MP EQUIP" — ATracNME n AROUNROOF PE I D OPNc � NOT 'UT FLOOR esT oo o lUSE W ATTAc NENn ND asE ErNT �y °macOUND, EN % ALLoFIND OCCUR ISO— OPENING BETWEIN FISAMING UP TO 8 OPENING IN DIAPHRAGM TOP PLATE SPLICE SCHEDULE PucE,casE+) cE lcasE z) MO I11+Be PER 4-MIN uP El,zz„BePER— IN� © (IMPER.—IN Pmm o RG)MPER B-MIN P o ,«„BePERB•� MIN PSTD0 EA SIDE o (B„BePER,B•B•MIN UP MSTDEI EA SIDE 1, AT IF IPII LS . .. Mi. ). T ..«�. sTADCER AT zr DACE. . usesTNAIUS OMTC.LAP EO. Es or sa FIIIe®+r«Mi«r.) a RAR r CASE 1 CASE 1 �Fs L R ° TNI MP EQUIP" — ATracNME n AROUNROOF PE I D OPNc � NOT 'UT FLOOR esT oo o lUSE W ATTAc NENn ND asE ErNT �y °macOUND, EN % ALLoFIND OCCUR ISO— OPENING BETWEIN FISAMING UP TO 8 OPENING IN DIAPHRAGM TOP PLATE SPLICE SCHEDULE PucE,casE+) cE lcasE z) MO I11+Be PER 4-MIN uP El,zz„BePER— IN� © (IMPER.—IN Pmm o RG)MPER B-MIN P o ,«„BePERB•� MIN PSTD0 EA SIDE o (B„BePER,B•B•MIN UP MSTDEI EA SIDE 1, AT IF IPII LS . .. Mi. ). T ..«�. sTADCER AT zr DACE. . usesTNAIUS OMTC.LAP EO. Es or sa FIIIe®+r«Mi«r.) a RAR r CASE 1 CASE 1 0©�0INI TRAP -ER SPAS.- DRILU- STRAPS FOR HGR 1—IN I'MIN Pa E•MA' SLOT BM NEAR END ONLY PER DASE OTNBMTO t"I HuOFIT CASE ] CASE 4 3 LEDGER OR RIM SPLICE SCHEDULETO POST MH HD W&L PEN PER SW POETPERMPR rt F D L Pi TT PER j— ASR —DOMIN�� O�ER:R!•�®®0 Q U W 7. W Q U (D Z z W J U m ILL. w cn Q w � H Z g> J H O W w 0 IL CD O ss,a„� "Ew ui�� REVISION SCHEDULE TYPICAL DETAILS S1.3 YP 7 - N.T. I rn GEENOTEa I OMLTG- ___Jj rom �©� Ir i t sFFNDTF 5 L B — �i=N�F,G� DD i R B� B� `a'a ,B,c.KT ®Ban B A B c D E a FOUNDATION PLAN NOTES: PLAN LEGEND ' IE.s — INDICATES STRUCTURAL.— SE E L8L $ FOLLOWED. INDICATES SHEAR WALL TYPEAND MINIMUM sxEELs notED asovEAxE APPuca3LE arvo sxau sE L z =INATE ALL OIMENSIouS WITH ARCXIT[ciuDL 1HER11 SPRIOR To s ® — INDIGTEs wood PoBT. a BE ALLsxEATXEuIS SHEAR WALL TYPE APERS.EPA wuLSNA scxEouLE VHALL No. 9 A' ®IH. SEE asiiLmHMcxTFxoMSRLToroP BE OF.LLPLA.G PLATE. P"RLopNINGS WAL'ATMCALIE ..FSA [_] — ININCATE.FOUNDAT.N. SHEAR WALL SCHEDULE .W AA RATED N"EN, ANIHIPAGI MA tvazH(vL el ExPt toe®a�a 0 tvsz'(SvtelEwt toe®abSEE NO 0 S a ANYUHL INSTALLATION NOT CONFORMING TO THESE OETAILs. RPxlON ro ® — INDICATES AREA OF NO SmuCUTR WORK NOTES: MIN AT ALL ADJOINING psEEoNEL CIAM ousArvoanoN BOLTS wIEPoXY T(EI wT'LDS. PROVIDE B s, orxsawlsF. xFTOP OF FINISHED SLAB=oa,urvu-ss NorsO '//// — —ENTIT U xAL auwwcs Fox Lacanory arvo MIN smoNG wntLI 9 NEW STEEL ILseee . SEE WOW FRAMING IINERAL NOTE 11 FOR WALL STUD IZE e. SS — INDICArss GRIOUNF AT FACE OF siuD. SEE woo. FRAMING GENERAL NOTE es FOR FLOORSH—HINUIPICAL n sX INFO `TNI TOTUNC PAD FOOTING SCHEDULE s. NEW HOLODOWN OVER EASTING FOOTING. SEE DET ESH BF C.ORDINATED WITHE PEINFORcw Isl as GOTG u�la Fo.tWTO ' RFFFOUNDATIONGFNFRALNOTlp l.O ADOITIo RMAnory WI ,al AS GOT ' I DlxEcnory is olFFExENTTxANsxowrv. Nonxv ErvclNEEx Fox xEVlEw. _N_ONSAN AN IN. PC AN_ EREPORTED E GN.IF FOR Ao...M.T DFFORF PRocFEDIN. WITH THE WORK SOu RucnoN_ CAN BE MADE PRIOR To CONTINUOUS FOOTING SCHEDULE OE ALL IMUN' FIN"EAN STEVISITS WITH ENGINEER 'NOR TOORDERINGMATERIA DINTS ,zl as eor „BDr PNIGGOT FOUNDATION PLAN ��. aHlUl M D_ L .NE.. � G,B B IX sxADGOR® \ vuPLwooD FRAMING PLAN NOTES: ETss st.zGA Eo sNO ABLE AND SHALL BE FOLLOWED. SHEETS NOTEDAGOVEARE APPLICNllEl AND ---- — SD,1�STRCTUM ® PLAN LEGEND WALL BELOW. wDICATFs WOOD Posr. NEN. N.c- ANCHIECTIZAL ARv GS PRIOR DISCREPANCIES. THESE DETENG ER PRIOR TO ANY INSTULAH.N Nor C.NFOFWNG TO — F. 88 — wDICATES.RIOUNEATFACFO1-i PENETRATIONS THROUGH SHEARWALLS SHALL BE PER TL..B,.z PENEmnnorvS TxaouGX FLooxs WFP sxALLBE PEIgLpL,S. UNLESS NOTED SHALL BE SHEATBGN OTEOAN WALLAPER SHEAR WALL ® INDICATESWOODPOST. pY IAN on REFS FINISHED GROUND FLOOR TO ®�,Noui) TOP PLATE. SEE_ a i— R' FROM FILL TO .LOPE. A. N.MUN ON AN- TECTURAL AND TRN= DRAW DIBDREPNDIEB. ION. NOnFYARCHNECT�NGINEEROFANv SEE WOOD ON SCO INPoRMAnou. NG GENERAL o - ® — e INDICATE. CALIFORNIA FRAMING. SEE DETAIL1. IxDIUTFsaRFAOF rvo sixucurRAL WORK aMxso UNn�i sEc�UxELYG C.N_ AND AN, GECNEPENCE. G.LL BE REPORTED To HE ENGINEER FOR ADJUSTSENT BEFORE PROCEEDING WITH THE WORK I U MIN ATAUL ADJOINING PANEL EDGES 2ND FLOOR FRAMING PLAN REMWKNNS FOUNDATION & 2nd FLOOR FRAMING P. S2.1 I FRAMING PLAN NOTES: TO CONrUCT ON. NOTIFY ARCHITECTIENGINEER OF ANY AMCES oISCRENwu, ELPCFR Auo PlU BN. PPUPmnrrous THROUGH THESE DETAILS THROUGH sHPAR WAus SHALL BP PER TIWIEa TO PROPPOCONS DWREPAMCIESTRUCTION, NOTIFY ARCHITEMENGINEER OF ANY 7, SHORE EASTING ROOF FRAMING AS REQUIRED UNTIL SECURELY ATTACHED To NEW U RUER To THE ROOF FRAMING PLAN PLAN LEGEND INDI TR CTURALWALL BELOWSEE = INDICATES WOODPOST ou son PNI OR AnonwuAL 88 — iuowATPs cR.U.P AT PACP or sTu ® — inowATES AREA or NO STRIICUTRAL W 1 o -INDICATES CALIFORNIA RTRANIHB.SEE OETALe DRE a U W W a U U Z z W J � 00 W m O� W Cl) Q W H Z g> J H O W w O W N O r9 I REVISION SCHEDULE I I I ROOF FRAMING PLAN S2.2 ¢FTC. WALL. PoST� G.FFE . (EI SHrG 50.0 LNOTE#TON pxgB w/Isl tae TN NOTE pT ON w/(a)toern ss.B a'� �P ., NDOFPEry �STPER BaELOwFO T WALLSHTGPERPUN NOTE Arswe ,a®E� PL w LgHGPERP NOTE as wBs<HEDGIS gILLPL z se PER PUN IE)Fu,sMG IE) FLR.IST WALL PEN FLR snTO PER FtAx LUBGRADE TE.- FNT PEx SAB SPCEN G AT SW wuL PEM III HDRPER REP P x 1TI,1II��IITI=� (E)ooNTFooTlNoroBEREMOVED ASREOUIRED PER PUN FUR JET PER PLAN -1i IIIII s A a MKS E„DIgT mo n SILL °"`xRT" _ II llJl (�)G ONT TYPICAL PORCH EAVE PER PIN NEW POST AT EXTERIOR FOOTING PER FLAN TYPICAL EXTERIOR FOOTING IN INTERIOR FOOTING 13 9 5 1 FLDORPEx WALLS —PER PLAN (Ej FLOOR snTG .IS (E)FLooReolsT PER""" PLAx PER Pw.I I IT" ACCEPTABLE TO FOUR NEW 'ON' WITHOUT MOVINO THE EXIsrnO EMBEDDED FT. DIRECTLY BELOW THE E.STN. G POST PERPUN zx 3Bw a oarn PER PLAN .ISTPEx Pux— — — — III (EI�oIST y EL DF w M (2) sIMPSONi5i5o� 106 oRc _ "I-III-1 Irll'-- =I IC (EI CONT FTGNT vRIw IN rI D (E)bWA-LETUD _F OFC_N 0—Fr PERPLHT IUL E`Eo LTDRg P[E swAsc ERroEVERiFV Ix FIELD wuLPE (E)CONCEUB w: INPER II�III-III II II II�II-III-11 (g;)`Mw -It - Inl l I F -T OP(E)pE)RpACONNON�I11 -1 -I C� I -III -I FOOTIN IdIL-III IL-1IL-1II IL-1IL-1ILdII�IC-IILIIIEPooIN .� AY(EMBEUDs<E)FT. lo� IT 1 NEW SHEARWALL OVER EXISTING ^ /.�,L`FRAMING AT BEAM ()FoonncnFUN ERER n D ^ (.�rT`FOUNDATION UNDERPINNING / c \ INTERIOR FOOTING FTG VARIES SAD PEN PERPUN FAscu RAPTERE srvAPEO PL TO RAFTER COL RAFTER tee Es aocC.G POST PER RUN (E)srvEATNIxc F-Caaa VERIM. NASA 4.ag aEEow PosT (E)FutsHTc WALL PEN PERSW SOHE TO POST W, HD STU PC ED UINN) TO POST — GE PER SW SCHED ______ _ £ ALL ILL PE T.s. axa (FUT). is^ac wuLPEry A ®te^oc // WPIISMG OR SW PER PIANJ AT(E)wuL LOCATION zRSTUDs-1II \ `BEn PER PIAN PER PIN oRFL—ER REVIEW zk IEI FLR IST uOXY I�lll ANCHOR TE N RAL iBl NO HEET (E)cONc� " Soo / 15 ` OUTRIGGER AT EXTERIOR WALL / .� .t `FRAMING AT BEAM / ' ` NEW POST AT EXTERIOR FOOTINSG� (E)DDNTFGDrxG PROVOEDE.°" ll"RC. oDoowNlANOHGRAGE SHAL—FOUNDATION, FE<1Si1 Fo 3 NEW HOLD OWN OVER EXISTING FOUNDATIONS a=ta a=ta A=ta tee AT ROOF PEN SPACING EAE)STJDP OF PER PINJPE" iPOSTS FTG ST FER PUN LDOwx ROOF sHTG ROOFPENVEM� PER PUN a. sB ESEW RU (EI R `Eu1ErIT o�(i [ool UT ADHESIVE FILL Rs (hs)occu WALLPEN R—ER PER PUN DeLTOP FL WHE-DRRE OCCUR wALLSNTOPERFtAN NLL HT STUDS PER PUN TYPICAL EXTERIOR WALL 16 conT z. LEDceR wi lzl tse AT EAsruD WALL gHTG PER PLAN PEN ea®e�o� NSHT PER Pax FOR RUN"" ---- sao� 33 @ 43"oc AT PARALLEL TV HUHGR RAFT ONT�AIPARALLEL INTERIOR WALL AT FLOOR FRAMING 12 NC PEOEsrAL M Ill L EA CORNER ,CLRPUN PAD FOOTING AT POST $ --OR ----� PER scHED III= a x PER PLA _ ' PERPIAx--II=,,}., NOTNo'.`EEe, NEW HOLDOW N AT EXISTING FOOTING 4 Ma=,-0 Ma,t.0 IA,t.B SG. =,.e 0 REVISION SCHEDULE A, DETAILS S3.1 ... CIA Alf' _NEW. (E)STUD �ftF CA' FORMA FRANING , FOOF PEN., WIA35 COGF ..- PER R DRE G REVISION SCHEDULE HE—.. DETAILS S3.2 PER B66 ,N2.6EW,(3)16ETN a� s HEDD PER >EE G ATB �EILL R NE(EINGD6wG ROD �.,E D DDGDRE� � ODFSH OPPRPIN _ Jsr PER PUN III MP , INS.6 oR EIJDIET s,LLPrD PERa N WALLPBN DBLrDPPL ' � 1=11 I I III I I G) CONT W LEH GPERP W P wrvoosH°. sIOEIAr(E)waLL III R,DE PER PIN HER � /.�.J `rvINTERIOR FOOTING 5 TYPICAL EXTERIOR WALL omrvALlnro (E)STUDS ��ETENSTPERPUN (E)FLRJSTIDDIN PEN oMATCH d .gIl" Ir1= PER PIN PEI PIN IEIOONT RIM JET SOHEDULENAL E. (B)oaPTOPPUrBs N NOR PER PLAN IPER PLAN INTERIOR PAD FOOTING FLOOR FRAMING AT EXTERIOR WALL 14 6 (E)WALL SHTGAND STJD N@ MAXHORS- PER PUNN. PSE)R% xsiu PL STUDS PER PLAN wuLSHrc PER PIN (BI FLOOR srvrO PBaPUN FG sAB SPCG Arsw MN REMLAEON GRADE TO BE o tm AT-PBry - wArERPRoobwOs WALL PEN (E)rLooa JOIST PERPUx �= os®trm AT¢orwALL FLOOR PE RAIN ocR SACK riLL --T9 IN PEN_______ ULPEN z.se w,AssrO (E)TDP PL HDR PER PUN _ (B)TOPPL TE ss Daaw To oAruOHT 6 a+f®2a•oc E •+Ll®za'oc ( X6 T6B WUL S—PER (B)STUIM-1FOR NI.N. s OLR NOT NOTED EEe PBR PIN .15 INTERNR BEARING WALL / e ` NEWtFOUNDATION BELOW EXISITNG WALL BOF BDRAP S UD z. SLR wALL PBry AT S— L 2. sBwl(3)t TN S PER PIN SEESZ-SI�HEDF SILL PL OR s®WbsC ULE 6AB 3PCG ATSW D FLR PEN oa W"PBx OIsr Urvo NS 6 E�sMG pp PER sw SCHEDULE oEL 3© NoT IN AT w . u (E) PTDF '=III�I� II��IIII=" (EI DONT FDG 1B STRAP TIE ELEVATION 4 EXTERIOR FOOTING DRE G REVISION SCHEDULE EV DETAILS S3.3