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HomeMy WebLinkAboutProject Plans REVISIONS SITE PLAN SCALE: „8" GENERAL NOTE5 VICINITY rIAP ALL DETAILS,SECTIONS,AND NOTES ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR 9TUATION9 ELSEWHERE UNLESS NOTED OTHERWISE. NOTES AND DETAILS TAKE PRECEDENCE OVER GENERAL NOTES AND DRAWINGS. DIMENSIONS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRUCTION. DO NOT SCALE THE PRINTS. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER BEFORE CONSTRUCTION AND/OR FABRICATION OF WORK. THESE PLANS ARE THE PROPERTY OF JOHN F.MGNEELY PLANNING$DESIGN AND ARE NOT TO BE COPIED OR DUPLICATED OR USED BY ANYPERSON NEWPORT F ARBOR WITHOUT THE EXPRESS WRITTEN PERMISSION OF JOHN F. MGNEELY.ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING BUILDING CODES AND THE 1997 EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),1997 U.M.C.,1997 U.P.C.,1000 N.E.C. e L °r •.. ITS EXISTING STRUCTURE TO REMAIN UNLESS OTHERWISE NOTED,SEE LEGEND. - $ ars ��� `' '' a°j' �sT SITE,WORK 1. CON TRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIST. UTILITIES. NOTIFY UNDERGROUND SERVICE ALERT 24 I `� HRS. PRIOR TO COMMENCEMENT OF DEMOLITION,GRADING,OR EXCAVATION 0 1-800-422-4133 FOR FIELD LOCATIONS OF ALL UTILITIES. xs 2. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING,SHORING,TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE 5� CON TRACTOR,AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. THE CON-TRACTOR 15 RESPONSIBLEFOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS ROOF AND FLOOR DIAPHRAGMS,AND FINISH MATERIALS. P t�ITuz.r•� CO O FOUNDATIONS: �� � ■ I S�J� rsi r r Off �3 lco 2. SPREAD FOOTINGS SHALL BE SIZED AS INDICATED ON DRAWINGS. vp a IOR 4 ,, 1`" ,a�o 4+ r�� xt*woar '�, ' L0 d F 'r 3. DESIGN SOIL BEARING PRESSURE 01000 P.S.F. , S xal C�ASt 4 '°'p FF, �� �` ~� i x �sr xe OFF r�� z co 4. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I.AT 28 DAYS FOR SLABS AND FOUNDATIONS. �a1 5 �� `4r st �vJA C w W§ , USE 5-SACK MIN. MIX zal, Fy �" `'� ` +c Cn Cr 5. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. ` ">[ (1) F-Q 0-) r�-��/ �n � r6. ALL FILLING,BACKFILLING,RECOMPACTION,ETC. IS TO BE ACCOMPLISHED UNDER THE SUPERVISION OF AN APPROVED SOILS ENGINEER. ° ° S `L ,TtI ��' 'b s c W (� EXIST. ICJ" �� g5 Z AVA 5f 1 E 701 RD ` Q�4 cj) /1 7. TYPICAL CONCRETE SLAB:4"THICK CONCRETE USING TYPE V CEMENT W/#3 BARS V 18"0.C.EACH WAY 0/2"SAND,rb MIL VI9QUEEN No r ' _ BULKHEAD 8. USE 5/8"X 12'ANCHOR BOLTS(W 48"O.G. U.N.O.,SEE SHEAR SCHEDULE. 3 g�+� W COAST : vad W LL 9. ALL REINFORCING,ANCHOR BOLTS,AND INSERTS SHALL-BE MEGFIANICALLY SECURED IN PLACE PRIOR TO PLACING CONCRETE. tr l Aol ST a4LM4■ : W V 10. THE FOLLOWING MIN. CLEAR DISTANCES BETWEEN REINFORCING STEELAND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED �tiro 315f CLUB a+Y ° Q 0 CCW i OTHERWISE: - � m sr 'Fly z�,'Re Q s a ■ z m O 5 �..,� z L�Cfl SLABS ON GRADE---- --- --�--w--CENTER OF SLAB �'� g w r d •P z O CONCRETE BELOW GRADE,FORMED---2- ��� �s� ° k�l 4 � ' , s b' " LIDO ISLE OCONCRETE BELOW GRADE, UNFORMED-- 3" v� " '''� B YAW e rows 3 J Q. W Co CONCRETE EXPOSED TO WEATHER----1 1/2" 1��_ �, � a �, •„ J - �• pp», nn+t h� i VIA OUITO wigpL pa 3 STRACA ZUAIQI CER'� LI].. z VJ Nt EXIST. DOCK TO REMAIN 11. ALL REINFORCING STEEL SHOWN SHALL BE LAPPED MIN.30 DIAMETERS AT SPLICES, MIN. LAP 24' M"I uol L" y..e r� . m 12. SPLICES OF HORIZONTAL REBAR IN WA15 AND FOOTINGS SHALL BE STAGGERED 48"MIN. I t�i_ ' Ak '" STRUCTURAL TUJRAI STEEL W • -`S(--- lot to 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 �- ':n �-- 2. PIPE COLUMNS SHAL.CONFORM TO ASTM A 53. 3. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN THE SHOP OF AN APPROVED FABRICATOR. 4. FIELD WELDING REQUIRES SPECIAL INSPECTION AND IS TO BE PERFORMED BY LICENSED WELDERS. WOOD FRAME: 1. WALL FRAMING SHALL BE ZX4 STUDS 016"O.G.TO 10'HIGH;USE DBL.ZX4 OR 2X6 STUDS 0100'O.C.OVER 10'IN HEIGHT. 2. FLOOR SHEETING SHALL BE 3/4'STRUCT I T$G PLYWOOD INDEX NO.32/16 W/EXTERIOR GLUE, USE 5/8"PLYWOOD WHERE BLENDING WITH EXISTING NORTH 5/8"SHEETING. GLUE�t NAIL W/10d NAILS®0'O.C-edges,10"O.C.FIELD. EXIST. DOCK TO REMAIN 3. ROOF SHEETING SHALL-BE 1/2'THICK CDX GRADE PLYWOOD PANEL INDEX 24/O. USE 8d NAILS 9P 6"O.C.AT EDGES,AND BOUNDARIES,12-O.G.AT FIELD. EXIST.18" 4. SHEAR PANEL SHALL BE 3/8"STRUCTURAL 11 PLYWOOD WITH 86 NAILS AT 6"O.G.EDGES AND BOUNDARIES,AND 10"O.C.FIELD U.N.O., SEE SHEAR SCHEDULE. EXIST. CANTILEVER BULKHEAD 5. ALL FRAMING LUMBER TO BE GRADE MARKED. USE WEST COAST DOUGLAS FIR#2 OR BETTER.(W.C.D.F.)BEAMS AND STRINGERS TO BE#1 P.F. 55.00' P.L. 6. PROVIDE LET-IN BRACING(AT APPROX.45)EVERY 25--0-MAXIMUM IN STUD WALLS NOT SHEATHED. BRACING TO BE CONTINUOUS FROM SILL TO TOP PLATE W/3-6d PER STUD$SILL,(5-8d 0 TOP PLATE. 7. WHERE WOOD 15 IN CONTACT-WITH CONCRETE OR MASONRY,USE PRESSURE TREATED D.F.OR SHEET METAL CONNECTORS. {►���� ��"" D��TA 8. MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS: �•+� I y EXIST.2ND FI_R BECK (6)16d EACH SIDE OF SPLICE WITH NO ADJACENT SPLCE WITHIN 4-0". SILL.NAILING SHALL BE 166 V 16"O.C. U.N.O.-SEE SHE SCHEDULE 1 O o 1' 9. BOLT HOLES IN WOOD SHALL BE 1/32"TO 11V LARGER THAN THE NOMINAL BOLT SIZE. m C 10. STRUTURAL MEMBERS SHALL_NOT BE GUT FOR PIPES,ETC. UNLESS SPECIFICALLY DETAILED. 4'-0" 4 w v 4'-0" 11. GLUE.LAM BEAMS SHALL BE STANDARD CAMBER DOUGLAS FIR LARCH, 240OF GRADE 24F V4 WHEN SUPPORTED ON ENDS,OR 24F-V8 WHEN LEGAL DESCRIPTION SETBACK Ul c�ETBAGK CANTILEVERED. (EXIST) 11 1 F -T- - (EXIST) 12. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8'WHERE JOISTS ARE 2"X 172 OR DEEPER. LOT: 1 13. JOISTS UNDER BEARING PARTITIONS(ONE STORY ABOVE)SHALL BE DOUBLED. BLOCK - - - 14. PLACE 2"THICK FIREBLOGKING IN STUD WALLS AT CEILING AND FLOOR LEVELS,AT EACH 10 FT HEIGHT TRACT 1003 OF STUDS,AND BETWEEN STAIR STRINGERS AND SUPPORTS. 15. PROVIDE BACKING FOR ZONE: R-1 USE S.F.R. .-0 TOWEL BARS BARS +48"ABOVE FLOOR : TYPE OF CONSTRUCTION. V- N TOILET PAPER HOLDERS +24"(VERIFY IF RECESSED) MEDICINE CABINETS + 8',+72' 4-0 4-5',WARDROBE DOUR JAMBS,SHOWER DOOR JAMI55 INSULATION: BUILDING AREAS: USER 13 IN EXTERIOR WALLS 3 V2'THICK z EXIST. 6 WALL TO REMAIN (EX) ( USE R 19 IN EXTERIOR WALLS 5 V2'THICK ©GIST. NEW TOTALS USER 19 IN GEIUNGS BETWEEN FLOORS CL USER 30(MIN.) IN VOLUME CEILING AREAS FIRST FLOOR 2,87ro.0 O.O 2,87ro.0 Q ILL 1. USE R-30 IN CEILING AREAS WITH ATTIC SPACE ABOVE,AND WHERE RAFTER SIZES ALLOW IN VAULTED SECOND FLOOR 2,003.0 445.0 2,448.0 EXIST.ROOF LINE GEIUNGS I 2. PROVIDE MIN. R 13 SOUND INSULATION AT BATHROOMS, LAUNDRY, MEDIA CTR.,OR OTHER NOISE-PRODUCING AREAS. TOTALS 4,879.0 445.0 5,324.0 3. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN BUILDING, INSTALLATION CERTIFICATE(CF-61R)SIGNED BY ( 1 EXIST.BUILDING LINE THE INSTALLER AND THE BUILDER STATING THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 6 AND THE EXISTING GARAGE 574.0 0.0 574.0 V Exl ST. ,--ST O 9 YEXIST. c(i'WALL TO REMAIN MATERIALS INSTAL-LED CONFORM WITH THE REQUIREMENTS OF TITLE 20,CHAPTER 2, SUBCHAPTER 4,ARTICLE 3. I DRYWALL- Q If L 1. ALL EXPOSED DRYWALL TO BE 5/8"THICK,EXCEPT WHERE BLINDING WITH EXISTING VZ BOARD. V 2. MATCH EXISTING WALL TEXTURES, USE TROWELED FINISH ON CEILINGS, U.N.O.: EXIST.GATE , 3. USE BULLNOSE CORNER BEAD AT ALL NEW WORK UNLESS NOTED OTHERWISE. � _Z i 4. USE 5/8"TYPE X DRYWALL V ALL GARAGE WALLS,CEILINGS,POSTS, BEAMS, IN USABLE SPACE UNDER STAIRS, AND IN LAUNDRY ROOM. LOT SIZE=r0,815 S.F. 5. SURFACE TEXTURES TO BE APPROVED BY OWNER ON SAMPLE BOARD PRIOR TO INSTALLATION. LOT GOVERA( E=5,TT1 S.F. r I 1Y S-UGGo. o GENERAL_COMPLY WITH APPLICABLE REQUIREMENTS OF G.L.P.CA."LATHING AND PLASTERING REFERENCE SPECIFICAT10N5". 1. WIRE FABRIC LATH:AQUA K-LATH,SELF FURRING TYPE SFD(AK), BY"K-LATH CORP."OR APPROVED EQUAL SECURE WITH 14 GA WIRE STAPl Es TD BE NAIL Er->TO ALL STUDS,TOP$BOTTOM PLATES. OWNER: 2. PROVIDE G.I.WEEP SCREED BELOW FOUNDATION LINE V A MINIMUM OF4"ABOVE FINISH GRADE. J 3. USE(2)LAYERS OF 15#FELT BACKING WHERE STUCCO 15 APPLIED OVER PLYWOOD,PER UBC 2500.4 PAUL 4- LINDA SGHULTHEIS IOOZ`I£,Cjvnuvf Z Q 4. FINISH:MATCH EXISTING, U.N.D. 1 LINDA ISLE DISI>;Pu>Z I S. COLOR:MATCH EXIST., U.N.O. NEWPORT BEACH, GA92ro27 900-I00ZQOw 10T 900-1OOZVC[d - (949)�075--702 t�! ROOFING: 1. NEW AND REPLACEMENT ROOFING SHALL MATCH EXIST.O/30#FELT. SEE EXTERIOR ELEVATION NOTES. 2. ROOF TO WALL AND VALLEY FLASHIINGS SHALL BE 26 GA MIN.GALVANIZED SHEET METAL PROJECT DESIGNER: Q 3. ALL FLA9HING5,PIPES,ETC. SHALL BE PANTED WITH COLOR MATCHED ACRYLIC PAINT. T N - - - - - o V1 JOHN F. McNEELY ENERGY REQUIREMENTS: I � 510 30TH STREET, SUITE B 1. ALL EXTERIOR DOORS AND WINDOWS SHALL BE LABELED TO SHOW COMPLIANCE WITH INFILTRATION STANDARDS. NEWPORT BEACH, GA 92r063 (may DOORS AND WINDOWS EXPOSED TO OUTSIDE AIR SHALL BE FULLY WEATHER-STRIPPED. (EX) (E LL X) 2. A JOINT AND PENETRATION OPENING5 IN BUILDING ENVELOPE SHALL BE CAULKED AND SEALED TO LIMIT INFILTRATION. YIPS) 675-605ro 3. EXHAUST FANS AND FAN SYSTEMS SHALL HAVE BACKDRAFT DAMPERS TO PREVENT AIR LEAKAGE. NEW 4. DUCTS PIERCING WALLS SHALL BE 26 GA G.I.MATERIAL,SEALED AT EDGES. z-0" 0, 11 2'-0" S. MECHANICAL-VENTILATION FOR BATHROOMS AND INTERIOR LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR CIVIL ENGINEER LANDSGAPE ARGHITEGT: D D I T I O N R:WITH BAGKDRAFT DAMPER. A GRr)\MF MIN 1 C�n FT nP\A-m-nNC3 PFR 15r7 SrD FT CDF ATTIC OR CRAWL SPACE AREA PHILIP TAGGART M AM I�nr-P=Pr\I 3151 AIRWAY AVE, 01 20271 AGAOIA STREET, SUITE 120 DOMESTIC WATER HEATING SYSTEM: COSTA MESA, CA 92626 NEWPORT BEACH,. CA 92660 1. WATER HEATER PLATFORM TO BE MIN.18"ABOVE GROUND IN ENCLOSED SPACE- -F 9roro-0825 (049)251 899J 2. PROVIDE WATER HEATER BLANKET(R 12 OR GREATER). J 3. FIRST 5 FEET OF PILE CLOSEST TO TANK SHALL BE INSULATED WITH R-4(MIN.)INSULATION_ 4. PROVIDE INSULATION ON RETURN AND CIRCULATING HOT WATER PIPES. Z 5. INSTAL 1 1/Z X 16 GAUGE SESMIC STRA1x W/3/8"X 3" LAGS W/WASHERS INTO STUDS 0 UPPERA LOWER 1/3 OF WATER HEATER Q 0. PROVIDE 50 SQ. INCHES FRESH AIR VENTING WITHIN 12"OF TOP a BOTTOM OF HEATER COMPARTMENT. 7. WATER HEATER LOCATION,COMBUSTION AIR,DRAIN PAN$DRAIN LINE t,VENTING PER UPC CHAPTER 5. 714 Z p S T INDEX NEW NEW � PLUMBING NOTES: -0 1. LOW FLUSH TOILETS WITH 1.05 GALJFLUSH SHALL BE INSTALLED. UPC SETION 402.2 3:12 3:12 bl OO SHOWER HEADS=25 GPM/SINK FAUCETS=2.2 GPM/ LAUNDRY FAUCETS=22.GPM 2. SHOWER OR SHOWER TUB CONTROL VALVE TO BE OF THE PRESSURE BALANCED OR THERMOSTATIC 3 N 3 N MIXING VALVi^TYPE. UPC 410.7 -120' MAX. 3. PROVIDE 18"X 18"TUB DRAIN ACCESS OR INSTALL NON-SLIPO'WELDED"DRAIN JOINTS. 4. PROVIDE WHILPOOLTUB PUMP ACCESS W/ELECT.SUPPLY PER MANUR 1ST.GATE Z 5. USE 2X6 STUDS V PLUMBING WALLS. A-1 SITE PLAN / PROJECT DATA - GLAZING REQUIREMENTS: A--2 FLOOR PLANS 1. PROVIDE SAFETY GLAZING(TEMPERED)AND ETCH MARKED AT HAZARDOUS LOCATIONS: GLASS DOORS,GLAZING WITHIN 24'OF DOOR, - -y- GLAZING WITHIN 36"OF WALKING SURFACE,AND GLAZING LESS THAN 18"ABOVE FLOOR EXTERIOR ELEVATIONS - - - - - - - 2. SAFETY GLAZING S REQUIRED AT MIRRORED WARDROBE DOORS,TUB ENCLOSURES,AND SHOWER ENCLOSURES. -------------- ---- 3. SECOND FLOOR WINDOW SILLS TO BE MINIMUM 36"ABOVE FINISHED FLOOR. A--4- INTERIOR ELEVATIONS/ MISCELLANEOUS- 1. PROVIDE SELF-GL.OSING DEVICE ON 20-MIN. FIRE-RATED DOOR BETWEEN HOUSE AND GARAGE. U I L•D I N SECTIONS (EX)PLANTER 2. PROVIDE FIRE :)RESISTIVE CONSTRUCTION(5/8"TYPE X GYP.BD.)AT ENCLOSED SIDE OF USABLE ENG" ED SPACE UNDER STAIRS ON GRADE AND 0 ALL WALLra, BEAMS,CEILINGGS OF GARAGE THAT IS JOINED TO LIVING SPACE. 26-6' 3. ALL NEW SKYLIGHTS TO BE DUAL-GLAZED-SEE SCHEDULE. F/M ELEGTRI/- A PLANS 4. POOLS,SPAS,WALLS, FENCES, PATIO COVERS,AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NEW 2nd STORY ADDITION 5. VERIFY ON SITE QUANTIFY AND DIRECTION OF NEW WOOD FLOORING NEEDED. �[ 0. PROVIDE PANT AND STAN SAMPLES FOR OWNER'S APPROVAL PRIOR TO APPLYING ALL FINISHES. m 7. BUILDER SHA L PROVIDE OCCUPANT A UST OF HEATING, GOOUNG,WATER HEATING,AND LIGHTING SYSTEMS,AND CONSERVATION EXIST. DRIVEWAY Q sn OF SAID DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. TO REMAIN 5--1 FOUNDATION PLANS / DETAILS I EROSION CONTROL„_„' 2 FRAMING P LAN 5 z � I 1. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. ... 2. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WOKING DAY WHENEVER THE FIVE DAY PROBABILITY OF RAIN EXCEEDS 30%. DURING THE REMAINDER OF THE YEAR,THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY � 1 I I NOTE-So THE DALY RAINFALL PROBABILITY EXCEEDS 50%. SEWER NOT : D--1 D ETAI LS C)L W W EXISTING SEWER LATERAL TO BE CHANGED AND A NEW CLEAN-OUT INSTALLED TO COMPLY WITH CITY ® STANDARD IF ANY OF THE FOLLOWING CONDITIONS OCCUR: (TO BE DETERMINED BY THE BUILDING INSPECTOR) T-24 ENERGY GO M PLAAN G E G/-\ 11.E a 15.00 P.L. 49.00' P.L. ,� 1. ALTERATION TO THE BUILDING SEVER IS DONE. 2. ADDITIONAL PLUMBING FIXTURES REQUIRE INCREASE IN SLZE OF BUILDING SEWER LINE. 3. WHEN ON(6)OR MORE FIXTURE UNITS ARE ADDED TO AN EXISTING UNDERSIZED PLUMBING SYSTEM. 4. WHEN IT IS,FOUND THAT THE BUILDING SEWER IS INSTALLED IN AN ILLEGAL OR UNSANITAR MANNER. Y gO�V,� Vol STAIRWAY NOTES : �YY e1= �o. cti LINDA ISLE A 0,14 a,Se 1. PROVIDE HANDRAIL FOR STAIRWAYS WITH 4 OR MORE RISERS. " ; tiC'�flR S �aiE1e tg�:�\�?j 2. STAIRWAYS AND LANDINGS: Cj'D1R 0 P+ 1y laa • MAXIMUM A MUM CLEAR WIDTH MINIMUM 69"RUN. 6'-6"VERTICAL HEADROOM MINIMUM. O QI,p+�t1l V�14itea �'�� �.- a feea,jz fit M • HANDRAILS: 34"TO 38" ABOVE THE NOSING OF TREADSORIP • MAXIMUM CLEARANCE BETWE NRBALU5TER5 PL DIMENSION. p�I�SCP 4�iltt c� O��� �aatc� c � Y 3. HANDRAILS SHALL TERMINATE INTO A LOST OR RETURN TO A WALL. P*S 4. CONSTRUCT GUARDRAILS PER UBC 509. GUARDRAILS TO RESIST 20#/FT HORLZONTAL AD AT TOP OF RAIL. UBCTABLE105-13. MAX.CLEARANCE4:*. HANDRA MUST BE CAPABLE OF RES S 71 N0 200#LATERAL FORCE PER TABLE 16-B. c Q �S,` �' ' A ,��` / �S D6+E��a �e DECEMBER 12,2000 � .�tt'a SHEET Al / 3 PO4 -�-2w1- o0 (o - _ REVISIONS SECOND FLOOR 2,002.0 512.0 2,514.0 TOTALS 4,552.0 (527.0 5,230-0 WALL LEGEND EXISTING GARAGE 592.0 (-60.0} 532.0 -- - - EXIST. WALL TO REMAIN -------------------- WALL TO BE REMOVED NEW 2X4 WALL ' i f NEW 2X6 WALL co — _ — __ —_ —jl� I `^� 0 � 0 ii z W m i i L-- -- -- - - W `� wOjmt MAST. BATH L 8 Wp NU 8'10" V I—=1�i � IW C? 0 W(o Ii J�1OOz co K �•� z �m0 ——— I STONE FLR Z a 6 -� SITTING ROOM } U)Q o t0 8'-10"CL IO I, LIVING ROOM FAMILY ROOM a Z!� MASe-lTER BIT 8-10"CL'G STONOE FLOOR 0) BARREL VAULTD CL'G STONE FLOOR J H ------------------------------------- WALK-I N CLOSET 8-10"CL'G I o O --------------- I I I I I I I � -- I I ---------- I I BATH #3 KITCHEN I STONE FLOOR HALL VESTIBULE I I P'-O"CLG VAULTOGL:G i i i r---------- CARPET STONE FLOOR '0001 1 I I I O �— --------- I ------- -- I a.. J I I I I I I I I I DINING RM CL,G _l / \ i STONE FUR -1 _ ® z IJ_________ ______________7—1 ___— _—_ 1 I I I �t I I I _ T u I I I I I L BEDROOM #2 I U l _..---�— —1—_ I I I V BATH #2 BEDROOM #3 � ,_.-� � BATH #3 CARPEL" 8'-0"GL G 6-0"GL:o I � 8'--O"CUG V I CARPET NE FLOOR I J 1 C) ti F� Z � I ENTRY STONE FLOOR 8'-O"CL'G �— STONE FLOOR � � � I 8•�••CL'G 0 I - STONE FLOOR N, uj ---- -- ----------� I DOOR WINDOW NOTES: — - - — I z 1) ALL OPERABLE WINDOWS TO HAVE SCREENS PROVIDED. I 2 OBSCURE GLAZING TO BE"WATER-GLASS" U.N.O. LEADED GLASS TO BE I ) SPECIFIED BY DESIGNER. a 3) GLAZING WITHIN 18"OF WALKING SURFACE OR 24'FROM OPERABLE DOOR TO BE TEMPERED(AND ETCH-MARKED). PEN 3 4) INSURE THAT ALL BEDROOM WINDOWS MEET EMERGENCY VAULTD GUO I EGRESS REQUIREMENTS PER U.B.C. 3104: STONE Fug L AUNI RZY r MIN.AREA: 5.7 SQ. FT. I 5_0"GL'G o MIN.WIDTH: 20 CLR. STONE FLR MIN. HEIGHT: 24" MAX.SILL HEIGHT: 44" 5) FIELD MEASURE OPENINGS PRIOR TO ORDERING WINDOWS OR DOORS. 6) WINDOW &SKYLIGHT SIZES SPECIFIED ARE NOMINAL SIZES, TYP. 7) ALL EXTERIOR DOORS TO BE CAULKED AND WEATHERSTRIPPED. 8) DCnNAn=AIM 139 IrA t-0DGD DI Aculkll� REI nAA/Al 1 eGlrnKIn FLnnR � THRESHOLDS. 9) INSTALL SOLID BRASS OR BRONZE HINGES ON ALL EXTERIOR OUT- 7'-4" 5=5" 16'a1" SWING DOORS.10) ALL DOOR GLAZING TO BE TEMPERED AND ETCH- MARKED. MARCO LOCI 36 EQ EQ 11) 1"MAX. ELEVATION CHANGE @ EXT. OUT-SWINGING DOORS,TYP. "CFACE" 12) PROVIDE SCREENS FOR EXTERIOR SLIDING DOORS. GA:11FEEPLACE 13) FIELD MEASURE ALL OPENINGS PRIOR TO ORDERING DOORS& 4-z WH -221200 WINDOWS. 14) ALL GLASS TO BE LOW-E, INSULATED,VERIFY TINT W/OWNER 2030 2036 2036 c- 21006 ; _ I i WH 200- - - ---- - — - - -- - " —� I � o CARPS I III � —— — + �-- --.�-I ► ,a _L - - r= - _ } -£ — — ��- - - - I D TI -- EXERCISE ROOM (Ex) GARAC'E --- I I I I I I I I I VLT17 CLG i — IT 7F I I I — � � I ST VLTDCL'G s, CARPET I ——— ' Z - � RUN: 12" G � � 5/8"TYPE X'DRYWALL AT ALL WALLS. — CEIUNGS, BEAMS,AND UNDER_- AIR STORAGE. --- _ FUTURE SHOWS 3 i _ __ II II II II I O. I ► �, I �� I II II it _ BATH — I - - - - -- -- -- f„.;,, °.:iS:;a;4n1i• ..4u.;r., .v .s..». +:.^.,;]c. -:^� r. ?3^°i?a�.r :.5,km: ,.. I I I I CL05E7 p-. �r $ 1'GL.'Cj � (N 3030 5060 (N)3030` ��� ------------ J pS1ED $Ys } LL — . AS RD�Caatel a,tefettO, ►'�� (N)W.I.RAILING I ( - -- ---- ------- -5- -- -- ----�_�-- -- -- --� _ PiA LI Id PiA L (N)4x8BOXEDRAFTERTAILS �ZOR M°a�f�e o1,n 1216 D.G. 0 GARAGE FRONT W/ P/?. �jy G�1R 0 AS 0A ldate� MAIL.SLOT OBSC.WOOD (N)TAG BETWEEN RR'S P/'n' t,Q•� itea �' �O� ARCH CSMT Cp OVERHANG AS 5�. , �� O�{ IT�E ,{leate{et ® C�l lti�,aS C � � Ns�°cl -1 ©tA (date)" a c"iev tONOS 2-3" ��Z`•: 1. � `datsi• �°dfea,�efeTtO: P/A CD13�C1L Q 0 AS 0 CI OAS Stib�itted PLAN DECEM BER 12,2000 SECOND FLOOR PLAN I R3T FLO F P J...,/` \N SHEET 00ALE: 1/4" -1'-O" SCALE: 1 4" =1'-O" t A2 • 2 3 pDfF2bGl -C�OIo REVISIONS NEW 2ND STORY ADDITION - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 0-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - TOP PLATE 3 Z 7 JIDIf L7' j Y Lu Z IE P--I J EAST.DECKJ. 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