Window/Door Schedule Examples (1 of 4)
CODE INFORMATION SCOPE OF WORK VICINITY MAP ASSESSOR'S MAP F" CONSULTANTS �I SITE ADDRESS I. (N) REAR ACCORDION OOORS. @ � ZIP CODE 2. REMOVE AND REPLACE EXISTING ASPHALT ROOF SHINGLES. � PIN NUMBER 150A193 598 3. CLOSE OFF NORTH SIDE WINDOW. � ST. ANDREWS PL � LOT/PARCEL AREA (CALCULATED) 2,637.0 (SQ FT) 4, RE-REPAINT EXISTING WOOD WORK. � THOMAS BROTHERS GRID PAGE 593 - GRID H3 �- ASSESSOR PARCEL No. (APN) 5587020005 � TRACT TR 3164 I w � MAP REFERENCE MB32-86 I � � I � BLOCK NONE � LOT 5 : G) � ·-· 9 110 ARB (LOT CUT REFERENCE) 2 MAP SHEET 150Al93 I � I ,-- z ' 1@ z f- J :J z WN 17 ,:: Wo GENERAL PLAN LAND USE I � a: -0 LOW II RESIDENTIAL z (/) f- - ZONING RI-ID-HPOZ w V1 <>- J} i? o- (Il �� PL. I Q �_.J 0 u
> u 0::: • w PHASE I I L GRAMERCY <( 0::: <..9 ======� �======;--;::::======:;-;=-� =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=---=�======SYMBOL LEGEND WALL LEGEND CODE INFORMATION SHEET LEGEND �-----�� AOO TITLE PAGE & PROJECT INFO. THESE PLANS SHALL COMPLY WITH @ CARBON MONOXIDE DETECTOR (SEE A0.1/73) +::::+ DEMOLISH AO. I GENERAL NOTES is THE FOLLOWING CODES: A0.2 GENERAL NOTES 0 SMOKE DETECTOR (SEE A0.1/72) -e::,lo PROJECT OF WALL ABOVE/BELOW A0.3 GREEN BUILDING NOTES � 2017 CALIFORNIA RESIDENTIAL CODE A0.4 DOOR AND WINDOW IMAGES €) GAS METER -e::::::::;l- EXISTING TO REMAIN 2017 CALIFORNIA BUILDING CODE AI.O SITE PLAN � 2017 CALIFORNIA PLUMBING CODE @) ELECTRICAL SERVICE PANEL -e::::::::;l- NEW STUD Al. I EXISTING AND PROPOSED PLANS 2017 CALIFORNIA MECHANICAL CODE AZ. I EXISTING AND PROPOSED ELEVATIONS 2017 CALIFORNIA ELECTRICAL CODE L------' 0 EXHAUST FAN (SEE A0.1/54) -1!::2:Za- INFILL OPENING AS.I FLASHING DETAILS 2017 CALIFORNIA ENERGY CODE S.2 FOUNDATION AND ROOF PLAN 2017 CALIFORNIA FIRE CODE ------� � KEYNOTE ON SAME SHEET .e:::::,;- IHR FIRE RATED WALL D.I DETAILS i!;� f!] GENERAL NOTE ON AO. I -WITH 2017 L.A. CITY AMENDMENTS � IHR FIRE RATED WALL 50 STC a;� @ DOOR TAG (SEE SCHD. A6.0) � CMU (EXISTING / NEW)
@ WINDOW TAG (SEE SCHD. A6.0) � CONCRETE (EXISTING / NEW) . •## •• ELEVATION MARK � # ::s #c;:::::="" SLOPE KEYNOTES: -i-- BRAKE LINE �---�-�i� 1. MINIMUM 7/8" STUCCO. �STEP w 2. (N) STUCCO TO BE PATCHED AROUND (N) OPENING($) TO f- 'tf OUTLET 8 MATCH EXISTING. i e DOWN SPOT 3. (E) ROOFING FORM TO REMAIN. (E) SHINGLES TO BE ...... ,_,_-+----I--+---+-+-' 5 REMOVED AND REPLACEDW/certainteed landmark solaris e CURB DRAIN crystal. � Q
z SECTION NUMBER 0 ;::: i!; SECTION SYMBOL n.
SHEET u V> w DETAIL NUMBER 0
� DETAIL SYMBOL w � SHEET a; CERTAINTEED LANDMARK ...... ,_,_-+----I--+---+-.._.is SOLARIS CRYSTAL.
(E) ROOFING FORM TO REMAIN. 08/16/2018 (E) SHINGLES TO BE REMOVED AND REPLACED SHEET W/ CERTAINTEED LANDMARK SOLARIS CRYSTAL. AO.O STANDARDS CODE, CHAPTER s, DIVISION s.5. (R506.2.3.I} WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (RsOl.3). GENERAL NOTES: 22. ANNULAR SPACE AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER SPECIAL HAZARDS: I. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE so. DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS 68. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. (LARC R308, LABC UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS AND AS REQUIRED IN SECTION Rl,06.1. SECTION 2s06.s) FIXED OR OPERABLE PANELS IN SWINGING, SLIDING AND (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, BIFOLD DOORS AND FIXED OR OPERABLE PANELS ADJACENT TO DOORS; FIXED METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CHAPTER s, DIVISION s.s. (R602.3.s.l} s5. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM OR OPERABLE WINDOW PANELS WITH PANES LARGER THAN 9 SQUARE FEET CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER FIRE PROTECTION RATING OF 20 MINUTES AND SELF-CLOSING AND AND ARE LESS THAN 18 INCHES ABOVE THE FLOOR. HAVE A TOP EDGE LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. 23. ALL SHOWER ENCLOSURES, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM SELF-LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE GREATER THAN 36 INCHES ABOVE THE FLOOR AND HAVE ONE OR MORE FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL FINISHED INTERIOR AREA OF NOT LESS THAN 102s SQUARE INCHES (0.66 M2) STEEL NOT LESS THAN I 3/8 INCHES THICK. (R302.5.1) WALKING SURFACES WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A EXPENSES. AND SHALL BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER (0.76 M} STRAIGHT LINE, OF THE GLAZING. GLAZING IN GUARDS AND RAILINGS, CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A 06. AT LEAST ONE DOOR SHALL BE 36 WIDE BY 80 HIGH (R311.2) ADJACENT TO WET SURFACES, ADJACENT TO STAIRS AND RAMPS, AND 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL POINT 70 INCHES (1.8 M} ABOVE THE SHOWER DRAIN OUTLET. (PLUMBING CODE ADJACENT TO BOTTOM STAIR LANDINGS. GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY SECTION slO.s) s7. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING BELOW THE THRESHOLD. EXCEPTION, PROVIDING THE DOOR DOES NOT SWING 69 GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT Zs. A MIN 12" SO. ACCESS PANEL TO THE BA TH TUB TRAP SLIP JOINT CONNECTION OVER THE LANDING. LANDING SHALL BE NOT MORE THAN 7.75" BELOW THE CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE u "' IS REQUIRED}. EXCEPTIONS) (R308.s)c 0 IS REQUIRED (PLUMBING CODE SECTION s05.2l THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL � 2 EXTERIOR STAIRS AND LANDINGS. (R311.3.I} z >- � 0 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND Bl-FOLD DOOR <..? WN ;;;; 25. CLOTHES DRYER(S) LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING - Ct'.Wo "' OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). ASSEMBLIES. >- - FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE OR TO AN 08. HABITABLE ROOMS, EXCEPT KITCHENS, SHALL NOT BE LESS THAN 7 FEET IN VJ V, a- B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A w � AREA WHICH IS NOT HABITABLE AND DOES NOT CONTAIN OTHER FUEL ANY HORIZONTAL DIMENSION (R30s.3). 0 0 � s. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A Zs-INCH ARC OF _JUo4 C, BURNING APPLIANCES (BUT NOT BENEATH THE BUILDING OR IN THE ATTIC _J AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE >-- r=:: � § AREA). (M.C. 50s.3.1) s9. THE MINIMUM CEILING HEIGHT FOR HABITABLE SPACE, HALLWAYS, co er� "'"' U> WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.s}. BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING "'"'@) BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS AND PORTIONS OF BASEMENTS 44 -0 f- SURFACE. -0 � _J 00'° U 26. A s" CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO A Is FEET CONTAINING THESE SPACES SHALL BE NOT LESS THAN 7 FEET (R305.1). u4 "' "' "' 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL 0 LENGTH WITH TWO ELBOWS FROM THE CLOTHES DRYER TO THE POINT OF ::) � co � SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A OF THE FOLLOWING CONDITIONS, �� 00 00 8 TERMINATION. REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS 50. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A I- j� NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT I) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE VJ 0..:Li..: w OF 2. (M.C. 50s.3.2, M.C. 908) MINIMUM 16 X Zs WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A 28 OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2}. MINIMUM 18 X 21, WHEN THE OPENING IS THROUGH A FLOOR. (Rs08 s) FEET. 2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 27. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS WITHIN A �------_J�! 6. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. DWELLING UNIT. (LARC SECTION R311.2, LABC SECTION 6300.I) 51. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS 3� EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER OPENING (22" X 30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR s} ONE OR MORE WALKING SURFACES WITHIN 36 INCHES CONSUMPTION. 28. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MIN.- Zs" CLEAR HT, OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHIN A SMALL HORIZONTALLY OF THE GLAZING. �� D. GLAZING IN RAILINGS. 20" CLEAR WIDTH, 5.7 SO.FT. MIN. AREA. (LARC SECTION R310, LABC SECTION CLOSET SPACE. (R807.I} �� 7 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, 1029) AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, 52. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM > PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. (RESEARCH EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY 29. OCCUPIED ROOFS SHALL BE PROVIDED WITH EXITS AS REQUIRED FOR STORIES. WALL. (CALIF. PLUMB. CODE 007.6) REPORT NOT REQUIRED} (R308.6.9) ABOVE ANY STANDING OR WALKING SURFACE. u F. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR 30. A/C UNITS AND WATER HEATERS ARE NOT ALLOWED IN THE REQUIRED SIDE 53. PROVIDE Zs" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE 8. WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3, LAP(} SEE YARDS AND FRONT YARD UNLESS SPECIFICALLY ALLOWED BY EXCEPTION PER CODE 007.6) er:: INFORMATION BULLETIN P/PC 2011-003 HOW TO BRACE YOUR WATER GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND INFORMATION BULLETIN P/ZC 2002-006. ci HEATER FOR DETAILS. 5s. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS WITHIN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT w LL 31. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO SHALL BE PROVIDED WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM LINE, OF THE WATERO S EDGE. vi 9. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE PROTECT ADJACENT PROPERTIES, WORKERS, AND THE OTHER PERSONS EXHAUSTED DIRECTLY TO THE OUTSIDE (R303. 3) SEE A0.3/GRNls #25326 FOR G. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL DURING THE EXCAVATION AND SITE PREPARATION OPERATIONS. ADDITIONAL REQ. THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING L SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL 32. PROVIDE ELECTRICAL SERVICE AND METERS, LOCATION TO BE COORDINATED & 55. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6. RAMPS.
17. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL 40. IT IS NOT THE RESPONSIBILITY OF STUDIO BY DESIGN INC. TO PROVIDE 14. GLAZED OPENINGS WITHIN 40" OF THE REQUIRED LOCKING DEVICE OF THE DOOR, 0. NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTURE. AND OTHER CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTES. THE CONTRACTOR OR THE OWNER ON THIS CONTRACTED PROJECT WHEN THE DOOR IS IN THE CLOSED AND LOCKED POSITION AND WHEN THE DOOR IS WITH REPLACEMENT SETS OF DRAWINGS, ADDITIONAL BID SETS, OR OPENABLE FROM THE INSIDE WITHOUT USE OF KEY, SHALL BE FULLY TEMPERED GLASS P. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE 18. VERIFY SIZE/LOCATION/FINISH/FIRE-RATING, ETC. AND PROVIDE ALL ANY OTHER PRINTING OF THESE PLANS. PER SECTION 2406, OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE CONSTRUCTED OF HEAVY TIMBER OR NON COMBUSTIBLE MATERIALS. MINIMUM OF 4 REQUIRED OPENINGS THROUGH FLOORS, WALLS, ACCESS DOORS, PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS. (INFORMATION BULLETIN NO. FURRING, CURBS, ANCHORS AND INSERTS. PROVIDE ALL BASES AND THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO SLIDE GLASS DOORS WHICH P/BC 2008-023). BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL CONFORM TO THE PROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR WINDOWS AND OTHER EQUIPMENT. WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. (6713)
19. ALL FIRE RATED, SOUNDS RATED, AND OTHER SPECIFIED WALL TYPES 15. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH SHALL BE CONSTRUCTED PER CITY AND/OR STATE REQUIREMENT IN OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE ADDITION TO THAT REQUIRED BY THE DESIGNER, ENGINEER, OR OTHER CONSTRUCTED TO PRECLUDE HUMAN ENTRY. (6715.3)PC/STR/CORR.LST.103 (REV. 1/1/14) CONSULTANTS. WWW.LADBS.ORG PAGE 2 OF 2
20. ALL PENETRATIONS AND OPENINGS SHALL MEET WALL ASSEMBLY FIRE 16. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING RATINGS AND STC RATINGS. DEVICES. IN GROUP B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL 21. BOXES LOCATED ON OPPOSITE SIDE OF FIRE RATED WALLS & SHACKLES AND BOLTED, HARDENED STEEL HASPS. (6715.2) SECURITY WALLS SHALL BE SEPARATED BY A MIN. HORIZONTAL DISTANCE OF24". 17. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICES. A DEVICE SHALL BE INSTALLED IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND 22. SEE STRUCTURAL GENERAL NOTES FOR MINIMUM STUD DEPTH, REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. THICKNESS, FLANGE WIDTH AND SPACING. 6715.1 23. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES 18. SLIDING GLASS WINDOWS SASH SHALL BE CLOSED AND LOCKED WHEN SUBJECTED NECESSARY TO PROTECT ADJACENT PROPERTIES, WORKERS, AND THE TO THE TESTS SPECIFIED IN SEC. 6717.2. OTHER PERSONS DURING THE EXCAVATION AND SITE PREPARATION OPERATIONS. 19. ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED 24. A COPY OF THE EVALUATION REPORT ANO/OR CONDITIONS OF LISTING ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE SHALL BE MADE AVAILABLE AT THE JOB SITE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION. (6715.4) 25. ALL WINDOW AND DOOR OPENING DIMENSIONS ARE MEASURED TO FRAMING MEMBERS. WINDOWS AND DOORS SHALL BE ORDERED TO 08/16/2018 20 ALL OTHER OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS MUST BE ACCOMODATE THE PROVIDED OPENINGS. PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF NOT LESS THAN 6 SHEET INCHES IN ONE DIMENSION. (6716.6) A0.2 STORM WATER POLLUTION CONTROL FORM Dis VOC AND FORMALDEHYDE LIMITS FORM iLA - DBS FORM iLA DBS 2017Los Angeles Green Building Code oiiiiiiiiiro,�l�= GRN 11 2017 Los Angeles Green Building Code GRN14 �--,�� = (2017 LosAngeles Green Building Code) GRN 1 0.-.porataInto 1h11form Ille piano) Thetab1e1 tak81 below.,. from the 2017 Loi AngelNBuldln9 Green Code GREEN BUILDING CODE PLAN CHECK NOTES Tabln-4,504.1,-4.504.2. 4.504.3, -4.50-4.5, 5.504.-4.1,5.504.4.2. 5.50-4.-4..3,5.504.-4.5 RESIDENTIALBUILDIN GS YOC CONTD1' U1fflS FOftMCHITECTURM.� Storm Water PollutionConb'Ol Requirements for Construction Activities I. Foraachn,cwd\lPelJ:blaandll'Mt1IM:m•,pnwide•llfltcd__.aylNllan G,.,.flfVOCpwUW.teo..,g.. � •dedk'llldl08il«1 ..oh ta,;-,. dmlil.. nc rxn�t11.u1110ttie Minimum Water Quality ProtectionRequirements for All Construction Projects u.. w....-_,i..u�c:omp(NlfMfa Dlba!ll'adodnl(--il�bwditdianoffl'),.tllallarip!dl•hl CURRENT UIITT maataerticeortubJo-1..tll,llllfflamMOlmo1lillatl:lbiDot,bm:ocotba 50 �----�C:O.lll�n.,,�:.-c:.===�t::ai::=.i==::.=��,-...,120-.. Air mdoMniadolcpnmmilJIO�ptopcadlucN!JllafmE\'darFf.Tlw 14. Allib:laalodmm..Wlirdimbutioa�opmillp.allbll� . parwlorlllbparMlhallpnftU�talnmll1-40-amplnmlal....,.. •illltapa,plllltk!,«-..-imallhllflllll-.,apofdiobaldft1,ooolffll Dt foUowfng ootg :,hallbe Jacorporatedl gthe approved sto fconstructlonlffldJHns pla and ·Tllla---�.... -.._,,,.,!l""""- __ dl.'ldicffldbBldc:in:uitmclspaa(1)�10pmnitlmca.lllliaaof1brmch IDll1'�oqaipmcal. (4.504.I) SE.IUNT VOC I..MT rimrilanttlllTfflllia-tivallnic>o. Tlw:.cnQ�orlllbs-lc:in:ail: rtprnentsthe minimum standard.Ior good housekeepin g wbitb ma1t beIm plemented on all construction L.-W... anclll.asEOfflpf:CompounahGrann Ulw: dilfflll:llylhallldm!i�lhe°'._�dC'ticaopc,c(1Jmenedror 15. hinaWcoatinp,lldhai--,Clllllua,dlAl.mohtllfOll'IM'....idllhc lb!urlll!Vdmplfa·Ev CAPABLE'. Tbe---,llnllmlDmlloudan Vobtilll��(VOC)limilaliANinTabln PLUMBING SYSTEM 9. Innc:wbu.ildiogsof2Sslorinorleu,thcCOOWlltowen RESIDENTIALBUILDINGS shall f.'Offlplywith oneof the followiq: I. Multi-familydwelling11 not eitcecding thn,e �tori,cs sod (COMPLETE AND INCORPORATETHIS FORM INTO THE PLANS) oontaming.SOunitsorlcu shall iMtall a !ICJXU'Ul'metefor A. Shall havea minimumof6 cyc\clor�ion aubmeter withinand common.arca1 within cac.b indMdual (blowdown);OS' 0. A minimumof SO% oftbcmakeupwa1a1upply to the, Project Addn:ss· Date· SECTION 4.303.1 dwcllina:unit. (-4.lOJ.3) coolingtowen lha.l1 come fromnon-potabtcwater REFERENCE COMMENfS WATER REDUCTIONFIXTURE FLOW RATES 2. Watetu,crcdiiction lh&ll be met bycomplyina:witbof one 1011r'CN, inc::rudin1 lradcdback.wash. (4J0S.J.I) ITEM CODE REQUIREMENT thcfollowin.g: # SECTION FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE A. Pn:nidea20%rcductiaointhco,;Cft1Jpotabh:warct 10. lnnewbui\dinp'7"CJ2SSUJrics,tbccooliogtowerslhall e.a, detail #or ) USC -withinbuilding. the The reduction aha]( be baed complywith all ofthofollowii1s: orN/A reason for NIA Showerheads 1.8 gpm@BOpsi onthe mnimumallowable water for uae plwnbina A. Shallhave a mi.nimumof6cydctofcoocartration (��) ( roownfrttinp and u tcqum:dby theLos Aogclea ('*>•••down):and PLANNING AND DESIGN B. IOO%ol'themllkcupwa!erwpply1n1hccooling Lavatoryfaucets, residential PlumbingCode. Cakulatiom dc:momuariag 20% a Storm water drainage and reUntlonduring 1.2 gpm@60 psi'·' reduction.in thebuilding "waler u.� hasc:line",u IO'M.'nwll comofium non-pot,ible watcr,oun:,m. t 4.106.2 FormGRNl includingtre;,Ut:d bac:ltwuh. {4JO,.J.2) comtruction Lavatory faucets, nonresidential 0.4 gpm@80 psi ·' to!ltnbliahedinTablc4.l0).4.l,all bepnwided:or ' B. Newliittures and liltin , 5hallcompl with the 2 4.106.J GradlDII'and navinil' g y 11. w� groUDdwala" ii bcinJ emact«1anddi.sclwJcd. Kitchenfaucets 1.5 gpm@BO psi'-' muirnumnow 111tes llhuwn in Table4.JOJ..4.2, or 3 4,106.4 Electric vehicle{EVl charelnl! C. Plumbitlgfi1 .b.ltcashall uic r�:ydcd water. develop andsystem consuucta for onsitemuc of the 4 4.106.S Coolroof for reductionor heat Island effect l'.utpffoa:Fixtun:rq,lacnnctrt, (4.JOH) poundwatcr.Altcma1h'dy, the aroundwa!t:rmay be MeteringFaucets 0.2 gallons/cycle dixhlrgodtol�ICWet. {4.30S.4) s 4.106.7 Reductionof heat bland effect for nonroorareas .3. Newbuildlnaon I sitcwilhfeet m� or moreor ENERGY EFFICIENCY Gravity tank type waterclosets 1.28 gallons/flush' 12. Providc1hotwataaystemcomplyinawitboncofthc cumulatiYe landlcapchave arealhaJI ll'pUl?Cmeter'I oc 6 4.llt.4 Solar ready bulldlnes 5 subrnctcnforoutdoorwatcruse. (4. .304.3) following(Los Angeles Plumbina Code 610.4.Section l): Flushometertank water closets 1.28 gallons/flush A. Thehot W1lkr systemtihall not allow more than 0.6 WATER EFFICIENCY & CONSERVATION gallon, ofwater to bedclivaul to any fiX!Ufebefore Flushometervalve water closets 4, Additiontand altuationson a site wilh j(I(),qure feet or FormGRN 16 1.28 gallons/flush' ml.ll'I:of cwnulativelalldsc:.pe the IJ'CIIandwbc� � hotwatcranivcs. 7 4.303.l Water conservlnanlumblna: Oxturt1 and fittinsn R. WhcR: ahotWlltcr rccircuJalion or elcdric n:sil1ancc Urinals poCllble•Ulr.,-.tern ltlpb;;ai, ill diall ha.-e aeparato Olden 8 4.304.1 Outdoorpotable water use In landscape areas 0.125 gallons/flush oru.dmvterlforoutdnorWlltefuse. (4.304.31 heatwirel)'ttcmilfmtallcd. trace thebranc.bftomtbc: rcdri:ulalfngloop Of electric milwlce belt Ince wire 9 4.304.2 lrriPatlon controllers ClothesWashers ENERGY-STAR certified s. lo other &milyChaA &ingle dwdlings. lock.I lha.llbe to thefixture shall conoin a rnaximwnof0.6 pllona. MATERIAL CONSERVATION & RESOURCE EFFICIENCY iamlJcdall on publiclyacccs.slble exterior f'aucctl aodbotc C. Rc:adc:ntWuni1abavin1individualWlkfhc:atmwll 10 4.407.3 FlasblD1ZdetaJls pishwashera ENERGY-STAR certified biba. (4,304.4) haveaCOD1pacthot water system thatmeets all ortbe foOCJWing: ENVIRONMENTAL OUALITV 6. Provide a CO\"ff bvUli amanualor-powu--0penlodn,cl a. The hot iUpplyWala' piping wa fromthe: te r hukr II 4.503.t Flreolacrsand woodstoves 'LavatoryFaucets shaD not have a flowrate reu than 0,8 gpmet 20 psi. to tho fixturesnlltake the most direct path. 12 4.504.l Flnbb material oollutantcontrol FormGRN II 2 Kitchen mayfaucets temporarilylnaease aboYe flow the maxlmlm rate, but notabove 2.2gpm @ 60psl l)'Steminmypennaneotlyinstalledoutdoorin'"IJOUDd b. The totallcnJtb developed of pipefrom the: watc:r I andmust default to amaximum flow rate of 1. 8 gpm@ 80ptl. IWUl1Dtinapool Of spaone- lo andtwo-family it.vcllinp. beatfftofarthest finu:os.ball notac-1the 13 4.505.l.t Canillarybreak 3 Whereoomptying faucets are unavailable, aenrton or othermeans may beused to achNWe reduction. For inqalar-shapcdpoola where ii illinreasibl e to coVff 14 4.506.t Bathroomexhaust rans 4 100% of thepool due i1sto irrcglllar"1Dpc, a minimumof distaoocsspecillcdinTablcJ.6.S ofd!cCalifomla I Kitchenfaucets with a maximum1.8 gpmnow rate may be installedin buildingathat havewater doseta (4.J0.4,S) EnergyCode Jwidmtial Appendix. witha maximum flushof rate 1.06gallonslfkJah Installed ttvt,ughout. 8°"'ofthopoolWUbeco,·ercd. (, The hotsupply w:uer piping shall be imtallcd and s Includessingle and dualflush water closets with an effecttveflush of 1.28gallons °'less. 7. Esccptu plO'idcd lo far!his tmion, lites withSOO over insulatc,din aa:ordaDcawilh Sectioo RA.3. 6.2 of Single Fluah Toilet&-The 8ff8ctiyevolume ftush shall not 1.28exceed gallons(4.8 liters). The aquarcfctt ofJandscapcuca,ahC'malcwllllCpipina1ha.llbc theCalifornia F.nergy Rctidcnlili Code Appendix. effedfveffush \!Olume is the flushaverage vollm8 when teated In accordancewith ASME installedto permit discharae from the clod1e1 wuhcr, 5 A112.19.233.2. bathtub,s.bowen. and-wub buhroom/restrooms ba:int to IRRIGATIONSYSTEM DualAushTotlets-Theeffactiveflush voiumeshail not e.ceed1.28galkins (4.8 liters). The be usedfor a futuregnywaM" iniptionayitem. (4.JOS. I J effedt't'eflush volume is denned a thecomposite, averageflush volume of tworeduced !lushes 12. A water budgetuae fOI'ilDdlcapcitriptioo that conforms �3 andone full flush. Flush volumeawlft be testedIn accordancewith ASME A 112.19.2 and ASME 8. Excq,tu pm-.idl:din this llCCtion, wn- City-n,g,:led lotheCalifOl"lliaDepanmcnr ofWaterRcsourcai' Model A112.19.14. watcri,1va.i lablewilhin200fcctofthcpn,pcnyline,Wakl" W.saEfficimt L.aodsc:apc (MWEJ.O_) Onlinancc is ; closcu,urinali. 8oorcoolina dn.ins,andproces, and requiredror new landllcapc ll't:II of SOOsq. n. more.or w bcatia,in the build.in& shall be supplied from recycled Thefol.lowing mcthowi to reducewabrr potable wie in land.capll in watc:1 aod shallwilhthc beinstalledinaccocdlncc Los llfDII!;include, but are Jimilcdnot to. URofcapturafrainwater, 1--+-+-+-+-+--+--+--i is An(;CbPlumbin& Code. (4.JOS.ZJ recycledwatrir, grayw4'a', fotor Wl!CI'ucacr.d irrigation �andeon\·cycdbyawaacrdistrict0tpubHccnrity. > (4,304.1) A.ta�entltyunderT'ltlelloftMAmcrkan,lllfthOb.lbatlnAd.lheatyofl.oJArcN,cklesnotdtxtlmlnlctonlhebnlsofdiWblUty111d,upon�WUI � ,,.,...__...ttty.... fiu.Uolthe�wlthOIMblltin�theOtyoll.mAnpj•doancitdlKrlmlnNor1thebalaofdlNblllty prtMdt..,.tonelltlCl:Offlmodlttontoansur.eQ1JaliKC111toJUpros,1ms.MfvkeslndktMtlts. and,up,nrequ,,st.wllpmvldfl..-.,bi.�to-.eqwol«cl!'!IStoltJprupwns.Htvlonend�s. AIICCl\' SHEET A0.3 0 0 � 0 0 ,,Q. � � � :IE :i' Q. 0 I :E � ,,Q. 0 :E ;:- ...�- � � :i' ,,Q. Q. 0 0 :E :E 0 0 � UI 'D t· "' 1-.i z,,l CD l:::----��":::": ------J J... f- I � ,,Q. � 0 !I> "''ti .,� REV. DESCRIPTION DATE STUDIO BY DESIGN INC. 0 co ...... 10935 CAMARILLO STREET J> V> TOLUCA LAKE, CA 91602 I 0 m CJ' GRAMERCY m_, ...... N P: 818-506-6671 0 F: 818-506-6673 +' E: [email protected] co ON SITE VERIFICATION OF ALL DIMENSIONS At r------i r------i ·2· " z n=E���:� :t>o ---1 ����� ::on:E '::'.? ;.o t> I m z m C)mrCl3: morro . m Nz rn0 c;, r rn X rn --, ?:'.: z C/> coC, Z rn c;, ;o C/>.::< J>" C/> C/> o rn • C/> I] C/> :n 0 ::::0 ;o l> �� - l> °' J> m � � l>::::0 �� � ---j l> OJ Cf) Cf) � l>C' 0 � �" ----j m �m-i �m c;, --, 0 -----j J>--< ;;;u � 1 ;o :;, oo, J> z 'u 0 ,:r C, rn n -cl> . l> J> c,Z c,IZ ;o >-I->- � ;o.,, �------=-----::::::__-______J ------=-----::::::__-______J t-0 J> REV. DESCRIPTION DATE STUDIO BY DESIGN INC. 0 CP� 10935 CAMARILLO STREET C/> TOLUCA LAKE, CA 91602 l> I rn GRAMERCY rn °' --, � N P, 818-506-6671 0 F· 818-506-6673 0 E: [email protected] CP ON SITE VERIF ICATION OF ALL CJ111ENS10NS At,J[J CONDlflONS SHALL BE THE RESPQl,JS181UTY OF THE CONTRACTOR (SUBCONTRACTOR). SUCH VERIFICATION SHALL BE MADE HEFORE ORDERING MATERIALS. PREFAE:lRICATEO ITEMS, AND COt111ENCING Al>JY PORTIOI� OF rHE VIORK THESE DPAWJNGS, SPECIFIC�TIQl�S. IDEAS, DESIGl�S. DETAILS AND Fll�AL t.RIUNGEMHHS PEPRESEIHE[) HERE VIITH IM ARE AMD SHALL REMt.lN THE PROPERl i OF STU[)IQ BY DESIGI� INC. ARCH. KEYNOTES: WINDOW WINDOW LINE ITEM #1 LINE ITEM #2 #106 w #107 � � �--� r' .. L l'--111,/f'- rll•· (E) BEDROOM (E) BEDROOM (E) BEDROOM I "' g; .------, r' ,1,, ""' +••n PEMO'/E P, - BUilT-UP t-' STEP oowr--1 G).JT WINDO��.� SII.IRAN - 28" X l7-1 2" JT INVIS. BAL DOUBLE HUNG I C).JT WINDO�.� NONE 8-8-1 1 I0�40J I SII.IRAN - 29-5 e· X 56-J 4• JT lNV!S. BAL DOUBLE NUNC NONE tl-8-1 TfO�OJ .J :�EVEL FLOCR REf-lOVE ii BUil T-UP '.STEP DOWN WINDOW & WINDOW (N) KITCHEN 10 � LINE ITEM #3 LINE ITEM #4 �,,,· #109 111 #110 >- .____,,.,.. ' "�� ,, u .. L ,.__,.1,/f'_ .. L '--•OJ/f"- er: "'" I I r --, r' v••· .. EXISTING FLOOR PLAN '-''"''- ,1,,. ,1,,. _E\'EL FLOOP "''. >1•· .1 r I I r REMJVE c '"". ' ,,,, r r ... ..JI,· I I � . .,_ �"�- t·· t'" �--- (S)JT WINDOWS ru•�,� NEW 6) JT WINDOWS �.� J SIIARAN - 67" X 40-J/4" JT INVIS. 6AL DBl DBL HUNG .J PATIO w SIi.i.RAN - JI-! 2" X 40-J 4" JT IIMS. BAL. DOUBLE HUNC NONE 8-8-1 T I05840J >- NONE 8-8-1 lf0:!oe40J BUil T-UP STEP DCNl�I Window Type 51,elwxh) FramaMatl!lrlal Sash Materials Utes Per Pane Notes (N) KITCHEN Eldstfng Proposed Exlstln1 Proposed P,oposed Exlstlnc Proposed Existing Exlstlns Proposed 101 casement ...... To Remain 64"57 To Remain Wood To Remain Wood To Remain Single 8 To Remain NO CHANGE I 102 Casement ToRemain 66:67 To Remain Wood ToRemain Wood To Remain Single To Remain 8 To Remain NO CHANGE I >- 103 Casement ToRemain 30,25 ToRemain Wood To Remain Wood To Remain Single To Remain 4 To Remain NO CHANGE I 0. 104Casement To Remain 30'25 To Remain Wood ToRl!!maln Wood To Remain Sin e To Remain 4 To Remain NO CHANGE I Q' u 105 Casement To Remain 72x57 To Remain Wood To Remain Wood To Remain Sin e To Remain 8 ToRemain NO CHANGE I 2. (N) STUCCO TO BE PATCHED AROUND (N) OPENING(S) TO MATCH EXISTING. 3. (E) ROOFING FORM TO REMAIN. (E) SHINGLES TO BE REMOVED AND REPLACED W/ CERTAINTEED LANDMARK SOLARISCRYSTAL GREY ASPHALT SHINGLES. tE) R.00-�ING fORM TO R.fM,',JN (EJ R.OOflNG f()'<:,M TO ;?DIAi'./ (e) 5hlNGt!5 TO e::R!MOl/::D AND �'"LAC:DWI CfR.TAINT?:t'D LAN OMA� SOLAR.JS r?:J Sl11"lGl.!S TO 6r: R.EMOV?"D AND R!f'LACfDIV/ aR.TAINTffD '.ANDMAF'.$. SOLAAIS CR.YSTAL. CR.YSTAL. zu f- z W l'.) N Q'.W o-0 vi f- - w V, "' 0 - _J al Cl'.� IE) B;:JCKTO (f)BRIC<. TC PJ:'-'AIN,TYf' REMAIN, TY!'. (f)VWT >- u er: ----E_X_I_S_T_IN_G_ E__S_T_E_L_ _AV__A/_T 1,.. .�-- i----E-'--X_I_S _T _IN_G_ N_O_R__H_E=-L=- =- _ -. 1--'- ci (]) A � C LEI - � ® T � AVC LEA_} R�-- - w vi :z 0 2 f- f- _J Q_ w ci§ �:,: er: w w 0 Q'. f- Q'. u o � c2 w o f Q'. - Q_ � {f) R.OO'ING fOP-M TO R!"'°.AJN (f) 5111NGt!5 TO Be: R!M01/f0 MO �l"t.ACfO W/ CfR.fAINTt:e:DLA!lGMARK 50LAl<'.l5 CRl'5TAl 11:1.::rucco ro R!MAIN. TYf' � ff)5T1JCCCTO rq:"-"AIN.TYr � !E) BRICF:.. TC R!MAIN. TYf' . - - . ifJ eR!Cts iO . . . '.. . -. .•. .- - - R!MAIN,TYI".. 1 - _ i--___ P_R _O _P_O _S E_ D_E_A_S_T_E_L�_AV_C _}-,.A ..- .�--� - --- _P R_O_P_O_S_E_D _N_ O_ R_T_H_E_L_�. � A /' T-,..-1.�-�- (D LE 0 EI 08/16/2018 SHEET A2. I �------KEYNOTES: ------,.,, 1. MINIMUM 7/8" STUCCO. , � 2, (N) STUCCO TO BE PATCHED AROUND (N) OPENING($) TO � MATCH EXISTING, � � 3, (E) ROOFING FORM TO REMAIN. (E) SHINGLES TO BE REMOVED AND REPLACED W/ CERTAINTEED LANDMARK w SOLARI$CRYSTAL GREY ASPHALT SHINGLES. t. .. (t) Wv�ll'.G ro �1'.'Al'I, .3111NGl.f5TO 5t io:t:Mv'JW >\NO i'J'.f'LACfD I�/ aRJ>.INTEfDLANDM#o.PJ;.5CLA-:J5 C�TAL ,-,·�� � f- z WN � CJ Wo Q'. -0 vi f- - w - _j Q'.� -0 � (I] -0 (t)eRJcr,ro �MAIN, T'T1' tE) P..COflNGTO PfMAJN 5rilNGLf5 TO� Pf,VOVfD >\ND W'LACED WI CfRJAJNTft:D l.,l,J;QVA�=CLARJ= C�T,t..L w f I--+--!-+-+-++-+-, I 3 z " S' f " a._ 5 ii' u ll,' 08/16/2018 SHEET A2.2 Window/Door Schedule Examples (2 of 4) VICINITY MAP BLOCK MAP I f'Mt'P,•••• ..-.,t . ., ...... !"' ... ·Ir DRAWING LIST SCOPE OF WORK T L L E ING B 1-:-:�- -sl�--\_ oc_:_ -A ------1 !: �� ���� (�� LAN SC PE PLAN A-2 EXISTING,DEMO & NEW PLAN A-3 WINDOW SCHEDULE A-4 WINDOW DETAILS A-4.1 INSTAUEDWINDOWS PICTURES A-5 EXISTING ELEVATIONS A-6 EXISTINGELEVATIONS A-7 PROPOSED ELEVATIONS A-8 PROPOSED ELEVATIONS A-9 PROJECT MATERIALS LEGAL DESCRIPTION A-9.1 PROPOSED FRONT PORCH 13:UM OGOEH DR 1"0- -- 1419177 1.a:, A·10 HOUSE PICTURES ..... �.... ,.,,.. t�> US7.2(1t111IU -- PAOE59l-GRK>8S ,_,._,.., A-11 NEIGH ORHOOD PICTURES S551lnt01t B -'--PW"CIIINO.� ,,.. --·- M:82'1+71.. M(Loto.11,..,,.,_,.) ,.,. -- _.,.,n PROJECT DESCRIPTION TOTAL LOT AREA EXISTING U\IINGAREA NEWAOOfTION AP.EA TOTAL. LMNG AREA (E) DETACHED 2-cARGARAGE ZONE #OF STORIES BUILDING HEIGHT ELIAD DORFMAN DESIGN Los ANGELES P a 1 B•9&7•?'S63 0DRf'"MANE�AO @oMAII..COM PROJECT NUMBER 250 TITLE DATE 01/15/2018 DRAWN BY T-1 liad Dorfman Desi CHECl DROOF (E)STORAGE (E)SPA (E)STORAGE (E)SPA (E)STORAGE (E)SPA I I I I D 18"x18" SCORED CONCRETE TO BE RESTORED I I I I (E)POOL (E)POOL (E)POOL DGRASS '' (E)GARAGE I (E)GARAGE I (E GAAAGE I • I CJCONCRETE e .. ... I I I I L'.:::::======(E=)La = nd= sca= ==p======:::J ,1 GRASS 'I I I I (N) Landscape I I D DECOMPOSED GRANITE GRASS ...... '1.------.1,_.., ___,,� I I --�---+--� . ,,,,,:!_�==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-==-,==:)_- D RETAINING WALL - Existing front wall assumed to be I :I ! I I (N)DECK (N)DECK grandfathered based on original photo, proposing new . I I - I stucco to be applied to existing wall. Stucco concrete � / I cinder block retaining wall at the front property line to be I I I painted same color as the body of the house. .... f: : ' ... - - (NI SLOPE3:t2 1I ...... · u : -- 1: 1�sLCPi3:�2 .. . . � ·. ·J I : · I · I 1 I ...... I , -� --. ,. ; ' -'-;--7,,,..,/ ..,_+---1: f---'I. I I I . :f ,. . �.1 I I I I·· ·, -• ._H'I� __. ·. . � a -·;; 1 i- . ·.�.:. �{ -''-r--� I _ - .iiw , I I I I i 8 b' . , r�:, -�. - I �I �I �I�-, . I ,t"l f"�, I .,; f 1H -Ir, , • : I . . -� - M ,� ,� ' '\J ,.....,.· I r - �I 1vI �� � I� �, �, - (E) (E) < ... C!) � ', .·· ' : D 1-STORY 1-STORY f���� S.. . �l . IE) ,F , : ICTURE � S.F.D. S.F.D. • / a. .< ti , � r 5J Q. Q. !,a. --��i -- . I • ' . ' ' ' a. ii ii � . � EISLOPE6:12, (E).SLOPEl:12 ·1 I I ! !I I I l r� I I I I I I� . �., , : '. ', , i:t /� I REMODEL CONC. I I LANDING.TO I I I (E)CONC. MATCH EXISTING �.··. . : ,,, . �� -,, , - · 11 . WAL AY I i SEE -9. #1 i ! � I Rep lacee .# ...... · I I (E)COVERED Concret : �. I·.·.·... :·.·. ..: .·.;.:. Walkway PORCH ·. · .·. · ,.. / ;... --�L�l-- ' � . - .. . .-. . . . In-kindwith / ...... """' D • • •·•• • • . Walkway SameScore ·:·:· .1. · · .. .. . I t . =.:eln-l ELIAO OCRF'MAN DESIGN Las ANGELES Pa 1 S·9&7·7B63 0DR,-MAN£UA0 @O:MAIL,CDM SITE PLAN & LANDSCAPE PLAN PROJECT NUMBER 250 DATE 01/15/2018 A-1 DRAWN BY EliadD orfman Oesiar CHECKED BY SCALE 1/16" = 1'-0" # WINDOW TYPE SIZE WINDOW CASING MATERIALS SASH GLAZING LITES PER PANE MANUFACTURER Existing Proposed Existing Proposed Existing To remain Color Existing Proposed Existing Proposed Existing Proposed w7 Proposed .911 wide mullion 11 11 11 Dbl louver Dbl Casemt 4 X 4 X 6 33 6 33" Wood Wood White 2inch 2 inch Glass blade Single NIA NIA Paramount Windows 11 �II Sngl louver X 0 Awning 33 �" 27 33 x 27" Wood NIA White 2inch 2inch Glass blade NIA NIA NIA Paramount Windows 11 11 Sngl louver X X © Full casemt 18" 59 18 59" Wood Wood White 2inch 2inch Glass blade Single NIA 9 Paramount Windows Sngl louver X 5 X 5 0 Full casemt 18" 9" 18" 9" Wood Wood White 2inch 2inch Glass blade Single NIA 9 Paramount Windows 11 11 11 Sngl louver X 5 X 5 © Full casemt 18 9 18" 9 Wood Wood White 2inch 2inch Glass blade Single NIA 9 Paramount Windows 11 5 11 5 © Sngl louver Full casemt 18 X 9 18" X 9" Wood Wood White 2inch 2inch Glass blade Single NIA 9 Paramount Windows 11 11 Sngl louver X 5 X 5 0 Full casemt 18" 9 18 9" Wood Wood White 2inch 2 inch Glass blade Single NIA 9 Paramount Windows * Fixed Fixed 11 411 x �II © 14"x 75� 1 75 Wood Wood White 2inch 2inch Textured Single NIA NIA Paramount Windows * Fixed Fixed 11 �II �II 0 14 x 75 14" x 75 Wood Wood White 2inch 2inch Colored Single NIA NIA Paramount Windows � II 11 1 Fixed 5 X 5 1 White 2inch @ To remain 57 �" x 51 7 � 1 � Wood Wood 2 inch Single To remain NIA 9 Paramount Windows Btm: Fixed II Sngl louver 22� x 69 �II 22 �II x 69� II White 2inch 2 inch ® Too: Casemt Wood Wood Glass blade Single NIA (2) 9 Paramount Windows Btm: Fixed �II �II �II II Sngl louver 22 x 69 22 x 69 � Wood Wood White 2inch 2inch Glass blade Single (2) 9 Paramount Windows @ Tnn· r.::ac�mt NIA 11 11 11 11 Sngl louver Dbl Casemt X 44 X 44 White 2 inch 2inch @) 28 28 Wood Wood Glass blade Single NIA NIA Paramount Windows (2) Sngl (2) Dbl 11 11 44 X 44 4411 X 44 Wood Wood White 2inch 2inch Glass blade Single @ louvers Casemts " NIA NIA Paramount Windows (2) Sngl (2) Dbl 44 X 44 44 X 44 Wood Wood White 2 inch 2inch Glass blade Single @J louvers Casemts " " " " NIA NIA Paramount Windows Dbl hung Casement X 4 X 26" 30" 2'- " 2'-8" Wood Wood White 2inch 2inch Single Single NIA NIA Paramount Windows II Sngl louver Dbl Casemt X � White 2inch 2inch @ 3'-6 �" 2'-11 �" 3'-6�" x 2'-11 Wood Wood Glass blade Single NIA NIA Paramount Windows I I * Dbl Casemt � @ NIA NIA 40"x 32 NIA Wood White NIA 2inch NIA Single NIA NIA Paramount Windows * Fixed X 4 @J NIA NIA 3'-0" '-0" NIA Wood White NIA 2inch NIA Single NIA NIA Paramount Windows * Casement X @ NIA NIA 2'-0" 3'-0" NIA Wood White NIA 2inch NIA Single NIA NIA Paramount Windows * Proposed windows were not Installed prior to submitting application ELIAD DORFMAN DESIGN WINDOW SCHEDULE Les ANGELES P B 1 8•987•7B63 Oo"rMANEt.lAO @mMAIL.COM note: PROJECT NUMBER 250 At time of application submittal.Existing DATE 01/15/2018 A-3 windows were removed and Proposed windows DRAWN BY .Jiad Dorfman Oesiar have been Installed CHECKEC BY SCALE WINDOWS WINDOWS WINDOWS WINDOWS WINDOWS WINDOWS WINDOWS WINDOWS WINDOWS 3,4,5,6,7 11, 12 14,15 2 17,18 10,19 13 16,20 1 . I+ h-- ... "t' h-- _,_ I ...... h- C) " z ' 1 r- � I I en D . 1 >< . ' f w - ' � ,.,,. pl � I .D D ·• D D D ._,,,_ :o '----2',11·- L Pl • " ' , r ., . t '---'�- L__,._,._ . L...__....,,,_ D "' .,.. ol .....-. ... ·-- �- I .,.. -,� . � - - - J. . Pl He J �, I - 1.,-. + I " ,i:·'°'- � 1-3 0 1-o·- I-<..-- H·,r- I w .. � '. [�·-' I If l • l .. en � I • �r- l 0 r: L j � I• . Cl. �lL -- - . IC. -� • f r .rn � ' ,j � L.-,,,.,- 0 t . , II. :! ' r=t ., ., � .--,f-=� :a • � a::: l " ' �b ITI.1..--..:J'.1·- Cl. ,JI " -.I �1-... I II j . "" I -l I �-w- \ AO.I� JOJ5.E t"1UNS 1Q� I I zC) en._ �, >< ,�, ..� �-:·,I ,· t',.....i. w . �· oa•ii' --�q- . I 'I � - "' WINDOWS8&9 �:l!icr.·r, ' ,,tt-: {k� � � i., 0 w en 0 Cl. 0 Cl.a::: TYPICAL TYPICAL CASEMENT DETAIL DOUBLE HUNG DETAIL TYPICAL FIXED DETAIL TYPICAL MUNTIN DETAIL TYPICAL WINDOW WOOD FRAMING DETAIL ELIAD DORFMAN DESIGN Los ANGELES P S 1 B•9B7•7B63 00RFMANICL.tAO @oMAU•• COM WINDOW DETAILS PROJECT NUMBER 250 DATE 01/15/2018 A-4 DRAWN BY ... liadD orfman Oesiar CHECKED BY SCALE 1/8" = 1'-0" • Window#1 Window#2 Windows #3-7 Window #10 Windows# 11&12 Windows# 14-15 Windows# 13 Window#16 ELIAD DORFMAN DESIGN Les ANGELES P 8 1 S•9S7•7B63 PROJECT NUMBER 250 · legalization of installed windows DATE 01/15/2018 DRAWN BY A-4.1 liad Dorfman r esi CHECKED BY SCALE 1/8" = 1'-0" Roof• 17' - O" • (E) ROOF SHINGLES (E) METAL COVER TO BE REMOVED TOBE REMOVED Top Plate 9' -4" .. (E) FIXED (E) 117" BEVEL (E) FIXED JALOUSIE 3"WIDE ) WINDOW WINDOWS WOOD SIDING TOBE TOBE TO REMAIN AND REMOVED REMOVED REPAINTED SEE A-9 #2 + #5 (E) 1/7" BEVEL 3'WIDE Finish Floor • ) WOOD SIDING 1' - 3" • TO REMAIN AND REPAINTED Natural Grade • C SEE A-9 #2 + #5 . (E) IRON RAILING TO O' -O" BE REMOVED FRONT ELEVATION Roof• 17' - O" • (E) �QOF �HINGLES TO BE REMOVED I Top Plate • 8' - 9" . Finish Floor 1' -3" ----+------'-----'------f--_...___ Natural Grade • O' -O" . .1------•r,,�no,,fOMOEw:> ______, BACK ELEVATION ELIAD DORFMAN DESIGN Los ANGELES P a 1 9•987•7853 00flll'"MAMELIAD @OMA.IL.COM EXISTING ELEVATIONS PROJECT NUMBER 250 DATE 01/15/2018 A-5 DRAWN BY " �liad Dorfman Desi CHECKED BY SCALE 3/16" = 1'-0 (E) ROOF SHINGLES TO BE REMOVED Roof Al 17' - O" • (E) METAL COVER TOBE REMOVED Top Plate Al 9' - 4" • (E) 1fr BEVEL (E) 1fr BEVEL 3'W1DE ) 3"WIOE ) (E) WINDOWS+ TRIM WOOD SIDING WOOD�SIDING _., TO BE REMOVED TO REMAINANO \ TO REMAIN AND FOR NEW ADDITION C REPAINTED (E) WOOD TRIM ANO REPAINTED __,! SEE A-9 #2 + #5 SILL TO REMAIN, SEE A-9 #2 + #5 (E) WOODTRIM AND WINDOWS TO BE C Finish Floor A SILL TO REMAIN, REPLACED 1' - 3" • WINDOWS TOBE REPLACED (E) ROOF SHINGLES TO BE REMOVED Roof A 17' - O" • (E) METAL COVER TOBE REMOVED Top Plate Al 9'-4" • I \ D(E) 117•BEVEL (E) WOOD TRIM ANO 3·wtoe ) (E) IRON RAILING TO SILL TO REMAIN, wooo-s101NG Finish Floor TO REMAIN ANO A BE REMOVED WINDOWS TOBE 1' - 3 • REPLACED REPAINTED " SEE A-9 #2 + #5 C Natural Grade '\, (E)SECURITY O' -O" BARS SOUTH ELEVATION TOBE REMOVED WINDOWS TOBE REPLACED ELIAD DORF"MAN DESIGN Las ANGELES P B 1 B•987·7B63 00A,.MANELtAD @CJMAIL.COM EXISTING ELEVATIONS PROJECT NUMBER 250 DATE 01/15/2018 DRAWN BY A-6 liad Dorfman Lesi CHECKED BY SCALE 3/16" = 1 '-0" REMOVE AND REPLACE SHINGLES, SEE A-9#3 Roof • 17' - o· • NEW SHINGLES, SEE A-9#3 (N) ROOF SHINGLES, SEE A-9.1 & A-9#3 [] Top Plate • ! 9' -4" . IM --�-:11011 (N)PAINTED 8"-9"0 TA PERED COLUMN (E) 1f1"BEVEL (N)1(1" BEVEL ) ���:REPAINTED ) SEEA-9.1 N) (N) a , 3"WIDE (N) 3.5"WIDE "NEW REAM" ) PORCH C WOOD SIDING WOOD SIDING DD SEEA-9 #6 ,--COVER Finish Floor • TO REMAIN AND C SEE A-9#2 + #5 SEEA-9.1 REPAINTED l 1' - 3" • SEE A-9#2 + #5 Natural Grade • o· -O" • 16'-0" 47'-0 1/2" 7'-0" PROPOSED EXISTING PROPOSED NORTH ELEVATION REMOVE AND REPLACE SHINGLES, SEE A-9#3 Roof Al' 17' - o· • (N) ROOF SHINGLES, SEE A-9#3 REMOVE AND (N) ROOF Rf:PLAGE SHINGLES, -----'--� SEE A-9#3 SHINGLES, SEE A-9#3 Top Plate • 9' -4" • (N) ; ] I (E)TRIM 1(7" BEVEL . II 1111 � 3.5"WIDE ��::iNTED--- · WOOD SIDING N) DODD "NEW REAM" SEE A-9#2 + #5 ( D PORCH SEEA-9#6 (E)1(1" BEVEL Finish Floor .Al COVER (E)TRIM 3"WIDE ) SEEA-9.1 (E) 1f1"BEVEL C WOOD SIDING 1' - 3" • TOBE 3"WIDE ) see REPAINTED C TO REMAIN ANEI WOOD SIDING REPAINTE D "NE:WREAM" TO REMAIN AND Natural Grade • SEEA-9#6 A-9 #2 • #5 REPAINTED O' - O" SEE A-9 #2 • #5 • 7'-0" 48'-10 1/2" 12'-1" PROPOSED EXISTING PROPOSED ' SOUTH ELEVATION ELIAD DORFMAN DESIGN Los ANGELES P 8 1 8·987·78&3 00AFMAN£LIAD @t1MAIL.C0M PROJECT NUMBER 250 DATE 01/15/2018 A-7 DRAWN BY liad Dorfman [,esi CHECKED BY SCALE 3/16" = 1 '-0" REMOVE AND REPLACE SHINGLES, Roof• SEE A-9#3 REMOVE AND 17' - O" • REPLACE SHINGLES, SEE A-9#3 (N) SHINGLES, SEE A-9 #3 REMOVE AND REPLACE SHINGLES, SEE A-9#3 � � � � =====:: � � � = + ���� ��� == Top Plate• 'f= ==:: � ����!=:::: :: :: :::: :::::: :;_j :::: :: :::: :: :: 9'-4" • (E) 1f7"BEVEL ) 3"WIDE WOOD SIDING TO REMAIN AND REPAINTED ( (N) PAINTED a•.9• 0 Finish Floor SEE A-9 #2 + #5 TAPERED COLUMN • SEEA-9.1 1' - 3 " • 14'-2 1/2" EXISTING FRONT ELEVATION REMOVE AND Roof• REMOVE AND REPLACE SHINGLES, 17'. o· • SEE A-9#3 REPLACE SHINGLES, SEE A-9#3 NEW SHINGLES, SEE A-9#3 Top Plate • 8' - 9" I' (N) 1f7" BEVEL 3.S"WIDE WOOD SIDING D SEE A-9 #2 + #5 (N) 1f7"BEVEL 3.S"WIDE WOOD SIDING SEE A-9 #2 + #5 D (N) DECK Finish Floor • 1' - 3" I' Natural Grade • -O" • 34'-8 1/2" o· ------L------PROPOSED ------:-l--- l � �_ BACK ELEVATION ELIAD DORFMAN DESIGN Les ANGEL.ES P S 1 B-9B7•7B63 00AFMAHELtA0 @aMA.tL,COM PROJECT NUMBER 250 PROPOSED ELEVATIONS DATE 01/15/2018 DRAWN BY A-8 liad Dorfman esi CHECKED BY SCALE 3/16" = 1 '-0" DIMENSIONAL ROOF SHINGLES-COLOR: ESTATE GRAY, 18"X18" CONCRETE SCORING SIDING COLOR: STEAMPUNK GRAY 137-3 1 3 MAKE: OWENS CORNING, MODEL: SUPREME 5 2 WOOD SIDING-COLOR:"STEAMPUNK" GRAY V137-3, 4 DECOMPOSED GRANITE WALKWAY 6 WINDOW TRIM COLOR: NEW REAM V148 ELIAD DORF'MAN DESIGN Les ANGELES P 8 1 B•9B7•7S63 DOFt,-MANELIAD @c:aMAIL.COM PROJECT NUMBER PROJECT MATERIALS 250 DATE 01/15/2018 A-9 DRAWN BY liad Dorfman esi CHECKED BY SCALE !l ·' !l .• 8'-2 1/2" NEW SHINGLES SEE A-9#3 !l !l ;;; ;;; � � !::! SEE COLUMN SEE COLUMN 0 SPECSA-9.1 SPECSA-9.1 ..... 1'-6 1/2" #4 #4 � -----+� � 5·�1,r � T-<1' rq �..... 4• ';- _,..... � �� .....-.. 1 FRONT PORCH SIDE VIEW 2 FRONT PORCH SIDE VIEW ,-�c-,., SCALE: 1/4" = 1'--0" SCALE: 1/4" : 1 '--0" 1'-3" 8'-1" 1'-3" RoundNo--Ta per PERMACast® Columns RoUNDNO-L\PERPE:RJ,(ACAs'r*CoWMNDIMENSIONS (IN INCHES) Cd.& A B C D B r G I I:: L 1....1.,t.llft.) o'lt" a·.r ,,.. ,,,.. l t'Jo" 11'( 'U' �- 1'1'' 1112· !OSie" W!O " " " 1 l'U' ll''lw" 0 10· ,;,,· '/It 1)11, '/!It 11/,· 'U' �- 1 u· �10,U • 1 ll' 11SJ.• 11'1t" 16¾ iJo" ii,' 11/,.,' 1 1<' l" 1s'i.· w1w SEE COLUMN cl, �· ,,.. 1'' 1 l�lt" 1!111,• """ *•' 11/,' ,,., iU' ,.. 191/e' 6.W.lo.12.1' SPECS A-9.1 #4 111( 2" 1'11" I" 16" 1?1'' 1n· Ii" '11 'fl<' ii<' ll" 6,UID.12.14.111.l&.Jll 1 16' 1t1t· rth" i,;,.• 1 1,· 1•1o· 'I?!+ jf.· 'Wfe" 6,�IOJJ.14.llil620 ,. �- ll 24' 2'' 2'' -yjlf,• 914• S'ff ilM' ilu' 31/t ,11.· YY!a' 410.ll.14�3.J4 Nod..moold-iJ>dodod. �uxl�ticn!CitmtnaiablewnhN>-Jaeo _l_,______� ,l1'-1 1/2" 10'-6" l 1'-1 1/2" l 1· ------14' J 1 1 � 11 1'-2" 13'-4" 4 NEW COLUMN DETAIL AND SPECS FRONT PORCH FRONT VIEW 3 SCALE: 1/2" : 1 '--0" ELIAD DORFMAN DESIGN Les ANGELES PROJECT NUMBER PROPOSED FRONT PORCH 250 DATE 01/15/2018 DRAWN BY A-9.1 liad Dorfman Desi CHECKED BY SCALE ------PROPERTY LINE 50.00' (E)STORAGE (E)SPA (E)POOL (E GARAGE (N)DECK r ' .. � ... , .. PICTURE 3 PICTURE4 ENTRY SIDE LIGHTS f. bf ...' �I I� (�)COMP (E)S.F.O. . SHINGLES SEE A-9#3 (E)SLC>eE-6'J2 t· ... · .. �. r· J5�In-kind wi�.--· I . · -S�me' Score . . :P.atte'm.�lo� Reniodet (E) l ·a(ld-T PICTURE 2 PICTURE 1 ELIAD DORFMAN DESIGN Los ANGELES P B 1 8•987•7863 001',.MANELIAO @aMAIL.CDM HOUSE PICTURES PROJECT NUMBER 250 DATE 01/15/2018 DRAWN BY A-10 liad Dorfman [ esi i..,...,..,�..,...,..,...-r,------' CHECKED BY SCALE 1/16" = 1'-0" ELIAD DORFMAN DESIGN Les ANGELES P a 1 e-987·78&3 DORF'"MANEL.tAD @BMAtt... COM Existing Precedent windows on Ogden Drive PROJECT NUMBER 250 DATE 01/15/2018 DRAWN BY A-11 '- " liad Oorfman esi CHECKED BY SCALE 1/16" = 1 0 Window/Door Schedule Examples (3 of 4) SCREEN DOOR SUBMITTAL HOUSE LOCATION CURRENT CONDITION " 48 -SCREEN DOOR- MANUFACTURER: COPPA WOODWORKING INC MODEL: 360-P-T MATERIAL: 3/4" DOUGLAS FIR SCREEN MATERIAL: CHARCOAL FIBREGLASS WOOD STAIN: OLD MASTERS - PROVENCIAL -HARDWARE- • I • HINGE: HOUSE OF ANTIQUE HARDWARE DI ID � CLASSIC SURFACE MOUNTED SCREEN DOOR • HINGE WITH BALL TIPS - OIL-RUBBED BRONZE FINISH HANDLE: HOUSE OF ANTIQUE HARDWARE ,. =· • ' • ARTS & CRAFTS NEW YORK SCREEN DOOR LOCK SET - ODDDI ID OIL-RUBBED BRONZE FINISH PROJECT SITE PROPOSED SCREEN DOOR Window/Door Schedule Examples (4 of 4) Property Address and Scope of Work.