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HomeMy WebLinkAboutX2020-0126 - Alternative Material & Methods0 a a E Q .o 0 a E 0 LE O LN u 191 ❑ ❑ aO O W W O O 11 0 tr a OP m z �a F o M LL Z qM� 1�1 W m r �mii a y ES 'd hrl Z r`"i1m OOF oz�= X U W N O p M 1rC7-1 I y U a 2 N N N PA iQ W W v p v O NdpV J v H W os, J ¢ N J a O C' N a�a o� wo HU V .� �V m W FZm 2OJ m N G U FF�� U ® ? Z1 -•Z O 7 OWga OO wx w0 a ^� U U o H 2 WEa F 7 n z' `o Z J Oy Q Q o N 1�1 Q,Q au:oma wzN.y i= �$ 1aC y O UFg j V mm6 ¢ m.0 PJ6C / S W o w O W Oi �}•S 7'x`3 µ�ICN�� p� � ASK �wK 7 WN � ; � O•a K O O K WWO�w K o W�iUZ 5< U m 3 El r° j", 0 a a E Q .o 0 a E 0 LE O LN u 191 ❑ ❑ aO O W W O O 11 0 tr a GENERAL N°TEs BROWN RESIDENCE INTERIOR & ROOF REMODEL 5HEET INDEX REVISLONS R, 0 GENERAL QQ 1-Fa-zD a.p. ALL WORK SHALL COMPLY WITH CURRENT PROVISIONS OF THE CALIFORNIA 4 RUE BIARRITZ; NEWPORT BEACH CA 92660 ARCHITECTURAL BLGxomoxAos u.ivnu BUILDING CODE (CBC) AND ALL OTHER APPLICABLE LOCAL STATE AND FEDERAL i5 TITLE SHEET, JOB SNE NOTES, SOT k ORDINANCE PIAN SITE PIAN 8 PUBLIC WORKS: KEY NOTES REGULATIONS. THE GOVERNING CODES, RULES AND KMUTANON5 ARE T5 -I CAL OF NEWPORT RESIDENTIAL CONSTRUQION MM. REO. 15 .LGD. COLLECTIVELY TO A5 THE CODE". THE GENM155RALION CONTRACTOR SHALE O C POOL, ANY SUCH PERMIT. RI efEv. ouTSipe wAu BY SEPTHE DECK. NO EQUIPMOF ROACHMENT RBEACHEQUIREMENTS i5-2 LA- IMfNTS CON51REFERR5p REPORT ANY INCCNSI5TEN CONFLICTS HE MAYRMING ORTO D IN THE WAY EN PERMIT MU OBTAINED FR PUBLIC 2, PRIOR TO PERFORMING WORK IN Tryf Lltt RIGHT OF WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FRCMT THE PUBLIC WORMS .rz f❑ PROPERTY LINE A -I A5 -BUILT LOWER LEVEL FLOOR PIAN -BUIGRELT DIVER ATOMISSIONS ER E THE TO THE ARCMITfQ/DESIGNER FOR INTERPRETATION PRIOR TO PERFORMING THE DEPARTMENT TO RETAIN CONCENTRATED AND SURFACE 51157 FLOW FROM DRY WEATHER 11"Wer'. O (f) CITY SEWER EA5EMENT A -I .I PNN WORK. 2. THE GENERAL CONTRACTOR SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR THE JOB BITE CONDITION5 DURING THE CONSTRUCTION OF 3. DRAINAGE SYSTEM SHALL B1 DESIGNED AND RUNOFF AND MINOR RAIN EVENTS WITTING THE SITE (NBMC 15.10.120). BETWEEN OCT. 15 AND MAY 15, EROSION 17? cm 3 I CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKDAY WHENEVER THE 5 DAY PROBABNtt OF RAIN ff) TVA) 2' CURB DRAINS EXCEED53CFERCENr. DURING THE REMAINDER OF THE YEAR SUCH MEASURER SHALL BE IN PLACE AT THE END OF ] (E)MA50MRY WALL DEMO PL N LOWERPER LE EL A-2 DEMO PLANLOWERLEVEL q-2.1 pfbfO PIAN -UPPER LEVEL A-3 NEN LOWER LEVEL FLOOR PIAN O THI5 PROJECT I MOULDING COCROINATI NO THE WORK OF ALL TRADES AND rFl elev. ILLS ww A-3.1 NEW UPPER LEVEL FLOOR PLAN �� Z ENSURING THE SAFETY OF ALL PER5ON5 AND PROPE2T". THI5REOUIREMOU THE WORK DAY WHENEEIMTHE DAILY RAINFALL PRORABILAY OQDED550 PERCENT, wAI FxccK DOE SNOT RELIEVE APPLICANT AL '1x' ❑ (N)POOLSAFE METAL 4. ISSUANCEOO BUILDING PfiMITBYrnf ODI A-4 PATRICK CIfVATION5 S-. w '< SHALL APPLY CONTI NUOU5LY AND NOT Bf LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND IOF ONS ANORTBEACH REQUIREMENTS TO OBSERVE COVENANTS. CON01iloN5 AND RE5TRILTIONS WHICH MAY 9E RECORDED AGAINST FENCFJGATE A MELT q-p,l fMf�RIOR ELEVATIONS Veer:? 20-'Z' a REQUIRED NERALGOVERNING TR CTOR5HNGES. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS REPORT AND ALL DISCREPANCIES ANpIOR UNUSUAL THE FROPTECOMMENCEMENT OF C ON SHOULD CONTACT Y PER COMMUNITY ASSOCIATIONS PRIOR TO © (E)FLgGSTONE DECKING COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. CONSTRUCTION Btl Tea PCOo 9 0 ff) WOOD DECKING A-5 BUILDING SECTIONS q.6 WINDOWIpOOR SCHEDULES. FINISH SCHEDULES A-] LOWER LEVEL LIGHTING 6 ELECTRICAL PLAN a OEC `PIVD p�� 'J�<1R-100 0 J 0 V Q r ON iH fJOB SITE AND ) 1 f FOOL SAFE METAL A LL CONDITIONS TO THE ARCHITECTIDESIGNER PRIOR TO FINALIZING 8105 OR COMMENCEMENT OF CONSTRUCTION. 4 10 10-0' _ c g TO --= ❑ TINES AND GATE o o (o rvc -B OFPERLEVELLIGNI IG <fIfLTRICAL PIAN wVc� lErjdO r" ,�. -COOT �iLL3 4. GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR LOCATING ALL EXISTING Q9 (EI DRVEWAY i24 -I TITLE 24 ENERGY CALCUUTIONS ya. �z;SpGS UTILITIES WHETHER OR NOT SHOWN ON THERE DRAWINGS, AND 5HALL BE THEM FROM DAMAGE. CONTRACTOR SHALL REAR f0 (f) FUMING AREA t24-2 TITLE 24 RE51DENilAL MANDATORYMEA5URE5 �! .M^p LLE, 2_ RESPONSIBLE FOR PROTEQION EXPENSE OF AFFAIR OR REPLACEMENT OF UNPROTECTED UTILITIES DAMAGED. 190' 1f (E) 4' PVC ROOF ORgw INT INTERIOR ELEVATIONS g <� e e. LL c J M 5, ALL COSTS FOR INSPECTIONS ANEOR TESTS SHALL BE THE RESPONSIBILITY f0 I STRUCTURAL �� E S IE O''=k 9 OF THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE THESE DRAWINGS. 5HOUD ANY DIMEN51ONAL O R) FOOL 0 0 0 s -F FOUNDATION PIAN 2 z 5 0 G9'. 6. DO NOT SCALE (1)Teees a, 5-2 FLOOR FRAMING PLAN rEj C C F M DISCREPANCIES BE ENCOUNTERED, CLARIFICATION 5HALL BE OBTAINED FROM To ae EAJMVFU A 5-3 ROOF FRAMING PIAN V C 303FpV ARCHITECT/DESIGNER. 5-4 STRUCTURAL DETAILS 7. UNLE55 NOTED OTHERWISE ON THESE DRAWINGS OR IN THE SPECIFICATIONS o / ) 0 0 0 5 0 `Q 5-5 STRUCTURAL DETAIL5 A5 BEING N.LC. OR EXISTING, ALL ITEMS, MATERIALS, FIG., AND THE INSTALLATION OF SUCH ARE A FART OF THE CONTRACT DEFINED BY THESE O O O ID o LEGEND PROJECT SCOPE DRAWINGS AND 5fPCIOCATION5. THE _ _ 5 f0 f0 f0 ,zCe IP N B. DETAILS ARC INTENTED TO SHOW INTENT OF DESIGN. MINOR SMO) • (E) OR IN) DECK DRAIN MODIFICATIONS MAY BE REQUIRED TO 5U51T THE FIELD DIMENSIONS OR >< T Be CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDEDAS FART OF THE 9 ® io a, e¢v a ® DOWNSPOUT B) OR (N) A5 NO CHANGE TO FOOTPRINT -2060. FT ADDED TO UPPER LEVEL WORK OF THE CONTRACT. Q ouEsipe wuL I 3 Q NOTED' 9, ALL FMERIOR WALL DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTEDC m p N J DIRECTION OF SLOPE TO I. REPLACE ALL WINDOWS AND EXTERIOR FRENCH DOORS AND ENTRY DOOR; WINDOWS OTHERWISE V , lel F.c. DRAIN ADDED AND EUMINATED PER PIAN NET WINDOW SURFACE REDUCED); BRING INTO TITLE 24 FR THE CLINENENT, A ACCE55 DOLL INSPECTORS w Cao 0 COMPLIANCE f 1 1 SHALL ACCESS TO EHE JOB TETE. FROM PERTINENT SHALL BE PERMITTED O 6 la 5 (f) SfwfR CLEANOUT 2, CHANGER TO fPER IORPLAT PER PLAN: REFINISH STUCCO TO SMOOTH; ICK -^ MAINAGENCIES AI S OF CONSTRUCTION SHALL NOT BE MADE I . IN FRAMING AND DETAILS OF V A ff) aiRNM DRAM FROM GATff IS FRONT GATE S 3. MODIFY ROOFPERPUN, INCLUDING ADD ROOFED ENTRYPORTICOBEDROOM (� ENGINEER. WITHOUT PRIOR WRITTEN APPROVAL ENGINEER. OUT PRIOR ° %� Lel To. of wuLp, 4. FIRM PUING POR UPSTAIRS BEDROOM WINDOWS. 15 12. HOMEOWNER ASSOCIATION ADVISORY: THE PROJECT OCCURS INA NEIGHBORHOOD GOVERNED BY HOMEOWNER'S A55OCIATIOND). (N) IX HARDSCAPE LO ATE BED WINO WALL. 205@, ET RE -LOCATE BEDROOM WINDOW WALL. ADDING AND DOCUMENTS (N (E) E¢¢5. ivs pe JrI1 FA MS. REMOVE INTEROR WALLATHRO N KITCHEN AND PALMIC ROOM1. DO NOT SCAT£DRAWINGS. z]. IG APPI PECK s0, of2. UPDATE pTCHEN AND BATHROOMS, INCLUDINGRE-CONFIGURE MASTER BATHROOMARAN Q THESE DRAWINGS ARE NECESSARILY SCHEMATIC AND DO NOT PURPORT TO SHOW COMPLETE 51TUATION5. "F�G5TONff FORATED o ❑ B. LIPOATE LIGHTING THROUGHOUT; BRING INTO TITLE 29 CDMPUANCE 9. RECONFIGURE GARAGE 3AY5: EXCHANGE LOCAT10Ns CF SINGLE PND DOUBLE BAYS; r ' 1 �L.� LLI 3. DOCUMENTS IDENTIFIED A5 "BID ST' MAY BE SUBJECT TO REVIEW AND 0 UP LENGTH OF DRIVEWAY UNAFFECTED CHANGES MAY AT MADE; THEREFORE SUCH DRAWINGS ARE NOT CONSTRUED AE FINAL DRAWINGS. 4 RUE BIARRITZ (E) 0 10, OTHER C05METIC INTERIOR WORK: FAINTING REPLACE WINDOW CA51NG A5 NEEDED FOR NEW WINDOWS; NEW DRYWALL WHERE WINDOWS ARE ELIMINATED; NEW FLOORING 1r 4 EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE DRAWINGS ARE A ~'^~ LEGAL DE`JC.RIETION REPRESENTATION AND MAY VARY FROM ACTUAL CONSTRUCTION, THE OWNER FOR 12'-10,11 O 5. THESE DRAWINGS ARE INTENDED SOLELY FOR THE USE OF VJ OWNERSDHAKA: DAM AND AMY BROWN, AS TRUSTEES CONSTRUCTION AND ARE NOT INTENDED FOR U5E IN MARKETING. OSTITIC A l r I ei ABBREVIATION$ ieOuivP� 4' Conuete 6' ADDRESS: 4 RUE BIARRITZ; NEWPORT BEACH. CA 92660 1 TYPICAL O °r Tops°II S TOTN: 15 TRACT IX: 7809 _ / 1j rF�1Y�1 z AUP.DV PBV. ABOV2 _ _r , r APN: 442 -221 -IS -- FINISHED FLOOR A:.E ABOVE FINISY.ED FLOOR P) EXISTING tl 4"g I,IIry FrsnM tlmin puT°raC 1e' I� 1 L V APPLICABLE CODES T NEW TO DETERMINED, JITNEY w1Tn OWNER o(u<srOT <o Ae H1PE I Rick' O EGLrvOw V' ANNODULTIONiOme3iG ] Crus'M1eE R°[k SDNOTED U N.O. NOTED OTHERWISE ON0 H EIT µroe u I BF CcIVONCE 1, filter ONh ew0OMIG®ftI CVreIGCAYONG L°p IT Top 2019 CALEDONIA BUILDING CODE (CIC) 2019 CALIFORNIA RE50FNTIAL CODE ICRQ L ROUGH R.O. ROUGH OPENING 01 CrxnLio me erc cArvwx eov X12. ouue coxsixvrnory 2019 CALIFORNIA GREEN BUILDING STANDARDS 000E Q 5TORMWATER POLLUT[ON?MVYN I FWUTATCHP AND TYSTANEOLH 5TORMWATER POLLUTION PREVENTION pIVICIS AND PRACILEs sHAU. BE J ' FRENCH DRAIN [L 2019 CALIFORWA MECHANICAL CODE (CMC) 2019 CALIFORNIA ELECTRICAL CODE DEC) m INSTALLED AND/OR IN5TITI A5 NZGE55ARY TO EN5UME COMPLIANCE TO THE SCALE: N.T.S. 2019 CALIFORNIA PLUMBING CODE (CPC) W Lltt OF mEWPORT BEACH WATER DUALLY STANDARDS AND ANY EROSION NEIGHBOR'S RESIDENCE 6 RUE aARRITz 1 1180' DRAW TO DRIVEWAY z019 cquFORMA FIRE CODE i3 CONTROL PILAU AssocIATED WITH THIS PROJECT. ALL SUCH DEVICES AND 2019 BUILDING ENERGY EFFICIENCY STANDARDSce PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE CHAPTER 15 OF THE Cltt OF NEWPORT BEACH MUNICIPAL CODE ADEQUACY AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE 22CON5TRUCTIO N PROJECT, Q 4 DRAINAGE PLAN SCALE: I/8" = I• -o" NO M CONSTRUCTION C: V OCCUPANCYGROUP: R -RILL -F fIOMEOWNEF ASSOCIATION APPROVALSITE CALIFORNIA ENERGY STANDARDS TAR -i CLIMATE ZONE G FIRE ZONE: 4 ROOF PUN NOTES PROJECT DATA C SQUARE FOOTAGE Rru°¢ PW AJJ :IIT �� (N)CRICKEi I. TYPICAL SLOPED ROOF ASSEMBLY: © \\ OWNER: DAN AND AMY BROWN / A. ROOFING MATERIAL IS BORAL CEDARUT 6 OC 'FIRE LED IF // LIGHTWEIGHT CONCRETE DLE 5.9 LBS PER 50 R W cl P T LBS FER 4 RUE BIARRITZ EXISTING ADD TOTAL TITLE n. wep rPm vAfmu,nr mt Ila_: 11/13/2019I - _ _ _ _ SQ.r-SEE STRUCTURAL CALCM; COLOR TO BE APPROVED BY NEWPORT BEACH, CA 92660 LOWER: 2,988 -O- 2,988 nn ran. Homnrnvper(uI011Pd[hP request irom the A¢Itileclurpl Raviawar. F' HOMEOWNER; B. BUILDING FELT PER ROOFING MANUFACTURER DOCUMENT PRRFARATION: IAURA GREENBERG 29E. T SI -'I EE 1 FLYWOOp SHEATHINGTR APPROVE)EQUAL CA 9BROOKC. 1.RVINf. CA 92604 UPPER: 762 20 782 IN)RIGGE '-- o D. ROOF FRAMING PER STRUCTURAL RO 1�1 (949) 632- ]900 3.]50 20 3)70 -2 e ®°STRUCTURAL Ap3. �' INDICATES ROOF AS NOTED ON ROOF FUN ENGINEER: tim daJey GARAGE 60F 601 (INSANEATIONOVERHANG CUT GTOWN ftPAN W AIR WITON 20 TOTAL: 4,351 20 4,3]1 p9332 Laura R'. CncC mp.wn. - ..n.mra . OFALLRO FIND REIN J 4. IFACTURERSSPE ALLROONS. SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. _ 5. ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONFOUDATED AND RIC HUNTINCTION BCH, CAaMANUFACTURERS WA.962-C903 GENERAL CONTRA OR: W A.M. BUIIDEM5 Greenberg 9� D251gH $ErvIC25 hcie:JEy�LrtWN�rvy c'°vwrirtx: uarc 0l /OW2020 - LOCATED IN AREA5 THAT MINIMIZE THEIR VISIBILITY. VENT5 MUST BE A5 LOW _ '� LIC.#] 138 WI LLIAM A. MfNDEZ ° v .w. IN HEIGHT AS ALLOWED BY CODE. 11240 MOUNTAIN AVE. �. 6. ALL FASTING, SHEET METAL, VENT STACKS AND PIPE55HALL BE II 00 RIVERSIDE, CA 92505 ®0 1.1.41RF..COA11.1 .Ie'ee21UPPER GALVANIZED METAL PAI DIED TO MATCH ADJACENT MATERIAL. LOGE (N)RIDGE ]. PROTECTION OF OPENINGS, OPENINGS INTO ATTIC, FLOOR OR OTHER UPPITCH41: (949)290-1 a42 [N,l (E) PITCH 4:12 CH 8:1 4v ❑✓ Le•RmYu TIGHT, MATCH @ ENCLOSED Ati 5HALL BE COVERED WITH CORROSION RESISTANT WIRE VICINITY MAP 1' p MR5H NOT GREATER THAN 1/4 IN, I N ANY DIRECTION. ID[2TIGf5& H.O A. MAST"ER ❑.PPRbtl.LL COY11T0. .xmA.rnt._ - --- CJ' 8. IN'CALIFORNIA' ROOF FRAMING AREAS PROVIDE OPENI NGS INTO MAIN Landscaping H rraG NOL PIO tp perlyaM pplkati°n wasappmveE Oy lM1e TcHe ATTIC SPACE FOR ADEQUATE VfNITLgTIDN. BIG CANYON MASTER ASSOC. ee I.Tin2'0 9. COORDINATE CONNECTION OF CONTINUOUS ROOF PAVE GUTTERS AND C/D: 5OrVJ Zf MAAAGFMFHT 9 MILWDr0VK VNne, CA DOWON5POUT5 TO ALLOW WATER TO ROW AWAY FROM THE STRUCTURE. 04e) 540 -6O IB DOWN5FOUT5 SHOULD BE CONNECTED TO CLOSED PIPES THAT 06GBARGE - (949) 632.7900 11 INTO THE SITE STORM GRAIN SYSTEM OR FACED SURFACES THAT CARRY � DATE: '.- R Fr THE WATER AWAY FROM THE PUTTING FOUNDATION, ' CANYON POINT 11712020 ❑ULSAPY....Em !,...intro k U....;,I.4N LfI 10, DECORATIVECUPOVIT05E5ELfLEDBYHOMEOWNER. GD: RCYSTONE PACIFIC y (949) 838-3265 ROOFING 5FDOPICATION5: ® SCALE: LOWERROOF4:12 _ (E)THEM 4:f2 1, MANUFACiURIR: BORAL ROOFING (N)CUPOLI Y TYPE LIGHTWEIGHT CONCRETE, FLAT, STAKE 5L:'LE ® RATING: CV55 A. COMPLIANCE WITH A5TM f FO& COOL RATED, AS NOTED r=m rm Gwen eG1dy me 0110812020 I IM RIDGE - CCOL ROOF WING COUNCIL, PROD. X0070 ' SHEET: Sondra Samuels 0110812020 FEE EVALUATION REPORT JE5 X412. PUBLISHED BY THE UNIFORM ' O EVALUATION SERVICE, DATA 151N ACCORDANCE WITH ICC -E5 AC 180 AND THE ABOVE RESULTS COME FROM LABS IN COMPIANCE WITH 150IIEC 1]025 -LEI SKYLIGi(t5 ___..-_(EI CRICKET_ - - ROOF PLAN SCALE: JAE = '-o" N© NORTH I_1 LIVING ROOM VOLUME CLG.. 54'-0" ql \OPEN TO ABOVE F -1 MASTER BEDROOM \\ PANTRY I�--/—� LINE P (E) SIV// FLOOR A80VE (E) CLO5ET� MASTER BATHROOM 77'-6" PAMILY ROOM 9'0" CLG. L PROVIDE TYPE 'X' GYP BOARD FOR ONE (1) HOUR L FIRE RESISTIVE CONSTRUCTION AT WALLS AND CEILING @ HORIZONTAL PORTION OF JI OCCUPANCY 5EPARATION: .I\\ WALLS: ONE LAYER OF 5/8" TYPE 'X' GYP BOARD \JCEILING: TWO LAYERS OF 1 /2" TYPE'X' GYP BOARD CT--1 LJ DEN BROWN RESIDENCE -4 RUE BIARRITZ - - ---- NEWFIRST FLOOR PLAN-- - - GARAGE SCALE: 1/8" =1'-0" WALL LEGEND 0 (E) WALL TO REMAIN (E) WALL TO BE REMOVED _ NEW WALL - EXTERIOR STUCCO: 3 COAT SYSTEM: 7/8" STUCCO; TWO LAYERS OF GRADE "D" PAPER OVER WIRE 5HEATHING; 2G GAUGE GALAVANZIED WEEP SCREED -INTERIOR: 2x4 STUDS I G" O.C. w/ I/2" GYP. BOARD EITHER SIDE B R-13 INSULATION U.N.O. PERTINENT PROJECT SCOPE FOR THIS APPLICATION INCLUDES: 1. REPLACE ALL WINDOWS AND EXTERIOR FRENCH DOOP5 AND ENTRY DOOR; WINDOWS ADDED AND ELIMINATED PER PLAN (NET WINDOW SUPPACE REDUCED); BRING INTO TITLE 24 COMPLIANCE 2. MODIFY ROOF PER PLAN, INCLUDING ADD ROOFED ENTRY PORTICO @ FRONT GATE 4. CORRECT PIPE SAFETY NONCOMPLAINCE POR UPSTAIRS BEDROOM WINDOWS, INCL. PE -LOCATE BEDROOM WINDOW WALL 15" TOWARD STREET BY ELIMINATING POT 5HELF(RE5ULT5 IN APPROX. 20 5Q. PT ADDITION) 1® Greenberg ®Design Services 1 ®®® '14:% Interiors & Landscaping KITCHEN ` F'� DINING ROOM ® -. 9'0" CLG. 8'O" SOFFIT ® � �' 8'0" CLG. I_1 LIVING ROOM VOLUME CLG.. 54'-0" ql \OPEN TO ABOVE F -1 MASTER BEDROOM \\ PANTRY I�--/—� LINE P (E) SIV// FLOOR A80VE (E) CLO5ET� MASTER BATHROOM 77'-6" PAMILY ROOM 9'0" CLG. L PROVIDE TYPE 'X' GYP BOARD FOR ONE (1) HOUR L FIRE RESISTIVE CONSTRUCTION AT WALLS AND CEILING @ HORIZONTAL PORTION OF JI OCCUPANCY 5EPARATION: .I\\ WALLS: ONE LAYER OF 5/8" TYPE 'X' GYP BOARD \JCEILING: TWO LAYERS OF 1 /2" TYPE'X' GYP BOARD CT--1 LJ DEN BROWN RESIDENCE -4 RUE BIARRITZ - - ---- NEWFIRST FLOOR PLAN-- - - GARAGE SCALE: 1/8" =1'-0" WALL LEGEND 0 (E) WALL TO REMAIN (E) WALL TO BE REMOVED _ NEW WALL - EXTERIOR STUCCO: 3 COAT SYSTEM: 7/8" STUCCO; TWO LAYERS OF GRADE "D" PAPER OVER WIRE 5HEATHING; 2G GAUGE GALAVANZIED WEEP SCREED -INTERIOR: 2x4 STUDS I G" O.C. w/ I/2" GYP. BOARD EITHER SIDE B R-13 INSULATION U.N.O. PERTINENT PROJECT SCOPE FOR THIS APPLICATION INCLUDES: 1. REPLACE ALL WINDOWS AND EXTERIOR FRENCH DOOP5 AND ENTRY DOOR; WINDOWS ADDED AND ELIMINATED PER PLAN (NET WINDOW SUPPACE REDUCED); BRING INTO TITLE 24 COMPLIANCE 2. MODIFY ROOF PER PLAN, INCLUDING ADD ROOFED ENTRY PORTICO @ FRONT GATE 4. CORRECT PIPE SAFETY NONCOMPLAINCE POR UPSTAIRS BEDROOM WINDOWS, INCL. PE -LOCATE BEDROOM WINDOW WALL 15" TOWARD STREET BY ELIMINATING POT 5HELF(RE5ULT5 IN APPROX. 20 5Q. PT ADDITION) 1® Greenberg ®Design Services 1 ®®® '14:% Interiors & Landscaping ROOFING SPECIFICATIONS: MANUFACTURER: BORAL ROOFING TYPE: "CEDARLITE GOO SERIES'; LIGHTWEIGHT CONCRETE, FLAT, SHAKE -STYLE RATING: CLASS A, COMPLIANCE WITH ASTM E 108; COOL RATED, COOL ROOF RATING COUNCIL, PROD. #0070 PER EVALUATION REPORT UES #41 2, PUBLISHED BY THE UNIFORM EVALUATION SERVICE, DATA 15 IN ACCORDANCE WITH ICC -ES AC 180. THESE RESULTS COME FROM LABS IN COMPLANCE WITH ISO/IEC 17025 BROWN RE5IDENCE-4 RUE BIARRITZ SCALE: 1/8"=1'0" NEW CLA55 A LIGHTWEIGHT CONCRETE TILE KOOF'CEDARLITE G00' SERIES BY BORAL NEW CRICKET w/ 2x CRICKET FRAMING @ 24" O.C. MIN. SLOPE 1/4" PER FT. FAMILY ROOM TYPE 'X' GYP BOARD FOR ONE (1) HOUR FIRE RESISTIVE CONSTRUCTION AT WALLS AND CEILING: WALLS: ONE LAYER OF 5/8" TYPE 'X' GYP BOARD CEILING: TWO LAYERS OF 1/2" TYPE 'X GYP BOARD SECTION FAMILY ROOM BELOW BEDROOM SCALE: 1/4"=1'0" GALVANIZED STEEL Z BAR FLAEtIING 24 ga. G51M CRICKET 8" MIN. Roof fFLT EXTEND METAL ROOF SHEATHING CRICKET MIN. 2x CRICKET FRAMING 2x RR CRICKET FRAMING & FLASHING NE--W-SECOND FLOOK PLAN - - - -- -SCALE: 1"=11011- - - 1 0 m I\I 3T' In ®da, _ Sw. Laura j® Greenberg 4 j' oDesign Services i J7% Interiors & Landscaping Willowbrook