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HomeMy WebLinkAboutProject Plans REVISIONS 51TE PLAN r � SCALE: 118" -1' GENERAL NOTES VICIN17Y MAP NORTH ALL DETAILS,SECTIONS,AND NOTES ON THESE DRAWINGS ARE INTENDED TO BE TYPICALAND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. NOTES AND DETAILS TAKE PRECEDENCE OVER GENERAL NOTES AND DRAWINGS. DIMEN91ONS 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 SITE fV DISCREPANCES FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER BEFORE CONSTRUCTION AND/OR FABRICATION OF WORK. THESE PLANS ARE THE PROPERTY OF JOHN F.MCNEELY PLANNING 1�DESIGN AND ARE NOT TO BE COPED OR DUPUCATED OR USED BY ANYPER90N WITHOUT THE EXPRESS WRITTEN PERMISSION OF JOHN F.MCNEELY.ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING BUILDING CODES AND THE 1997 EDITION OF THE UNIFORM BUILDING CODE(U.B.G.�1997 U.M.C.,1997 U.P.C.,1996 N.E.C. EXISTING STRUCTURE TO REMAIN UNLESS OTHERWISE NOTED,SEE LEGEND. 517E WORK 1. THE CONTRACTOR SHALL.ME71T THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, Ii.e. PLUMBING,MECHANICAL,ELECTRICAL SYSTEMS; � s�st` 1Y*� -- - FRAMING AND STRUCTURAL CONDITIONS, AND FINISHES PRIOR TO COMMENCEMENT OF ANY WORK. a E41}'gI�I 2. CONTRACTOR SHALL..BE RE9,PONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EX15T. UTILITIES. NOTIFY UNDERGROUND SERVICE ALERT 24 �� 4AL, 00 HRS. PRIOR TO COMMENCEMENT OF DEMOLJTICN,GRADING,OR EXCAVATION 01-600-422-4133 FOR HELD LOCATIONS OF ALL UTILITE5. c�'y` t ��` c v�` r �� ' i r6' � O 3. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING,SHORING,TEMPORARY SUPPORTS,ETC. IS THE 901-E RESPONSIBILITY OF THE .sty `� �.ir' c• � "��` `� :. � � f ji,., /+. �:i � � CONTRACTOR,AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. THE CONTRACTOR 15 RESPONSIBLE FOR THE 5TABIU7Y OF THE STRUCTURE �s1l `�3�1� PRIOR TO THE APPLICATION OF ALL SHEAR WALLS ROOF AND FLOOR DIAPHRAGMS.AND FINISH MAl'ERLALS. mac. �.� , ', fQi q Z EXIST. 1-STORY FOUNDATIONS: 0 m ., � ` ., �� � •`~ :�` .� � .w � F{` �- I'" � � F-N O 2. SPREAD FOOTINGS SHALL BE SIZED A5 INDICATED ON DRAWINGS. �f n `' �` GARAGE . , 4 �, ' �� � �-i Q... 3. DESIGN 501E BEARING PRESSURE 15100o P.S.F. �F � s� �� r� g� � � .Y n 1 VL �+ W � 4. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I.AT 28 DAYS FOR SLABS AND FOUNDAT10N9. Cp ,�,' ` `f_ X USE 5-SACK.MIN. MIX CL h'1 FS PO �� ti `��+J4a r� =Q ,d GU 4• G` • tL o� W 5. ALL FOOTINGS SHALL REST ON FIRM NATURAL 501E OR APPROVED COMPACTED FILL_ b c� 6 GJ ��. ,• tr- cf U L. U � C3� rh" f- •Sl�l � W 6. ALL FILLING,BACKFiWNG,REGOMPACTION,ETC. 15 TO BE ACCOMPLISHED UNDER THE SUPERVISION OF AN APPROVED SOILS ENGINEER. IRK +��� C?- �3 waS C3 LL W �I 7. TYPICAL CONCRETE SLAB:4"THICK CONCRETE USING TYPE V CEMENT W/#3 BARS 018`O.C.EACH WAY 0/2`SAND,6 MIL VISQUEEN f fs� `�' ��� �� q �r��� !g a Z N Co U.) S. USE 5/8`X 12'ANCHOR BOLTS 0 48"O.C.U.N.O.,SEE SHEAR SCHEDULE. `' �� ., - k $ ' `'aka `'4:`' �..I Z r Cep I ( 0. ALL REINFORCING,ANCHOR BOLTS,AND INSERTS SHALL BE MECHANICALLY SECURED IN PLACE PRIOR TO PLACING CONCRETE. r (_ I I 10. THE FOLLOWING MIN. CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED ty _ O OTHERWISE COPM QEL `�' ;; ti ,.fi r Z M EL C~O J I SLABS ON GRADE '"ENTER OF SLAB �- 4© `� t,n W CONCRETE BELOW GRADE,FORMED-7 w w � y�� tl z d' CONCRETE BELOW GRADE,UNFORMED 3" 1'-9` CONCRETE EXP09ED TO WEATHER 1 1/2" I EXIST.WALL •'•' . i� �tFf �� LU 11. ALL REINFORCING STEEL SHOWN SHALL.BE LAPPED MIN.30 DIAMETERS AT SPUCES,MIN. LAP 24' 12 SPUCES OF HORIZONTAL REBAR IN WALL AND FOOTINGS SHALL BE STAGGERED 48"MIN. ,� Y `yY�. S I 15. REINFORCING STEEL TO BE GRADE 4.0. e7TRur-n iRAi STEEL- 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 2. PIPE COLUMNS SHAL CONFORM TO A91TI A 53. :I 3. ALL 5TRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN THE SHOP OF AN APPROVED FABRICATOR. " �'J 4. FIELD WELDING REQUIRES SPECIAL INSPECTION AND IS TO BE PERFORMED BY LICENSED WELDERS. WOOD FRAME I 1. WALL FRAMING SHALL BE ZK4•STUDS V 10"O.C.TO 1C HIGH:USE DBL 2X4 OR 2X6 STUDS V 160.C.OVER 10'IN HEIGHT. .• I .. .............. NEW GARAGE ADDITION- , 2. FLOOR SHEETING SHALL BE 3/4'5TRUGT I TIG PLYWOOD INDEX NO.32/16 W/EXTERIOR GLaJE, USE 5/8"PLYWOOD WHERE BLENDING WITH EXISTING PROJECT DATA ........ . :.;I 5/8"SHEETING. GLUE$ NAIL W/10d NAILS 0 6"O.C-edges,l0"O.C.FIELD. 3. ROOF SHEETING SHALL BE VZ THICK GDX GRADE PLYWOOD PANEL INDEX 24/0. USE 8d NAILS V 6"O.G.AT EDGES,AND BOUNDARIES, O.C.AT PA2001-021 for MD2001-014 FIELD. 3720 Ocean Boulevard I 4. SHEAR PANEL SHALL BE 3/8"S AI TRUCTURAL 11 PLYWOOD WITH 8d NAILS AT 6"O.G.EDGES AND BOUNDARES,AND IC'O.C. FIELD U.N.O.,SEE SHEAR DATE OF MEETING-March 14,2001 ::: :: :..: :.• ......•.,..:..• :;::.:I SCHEDULE. 5. ALL FRAMING'LUMBER TO BE GRADE MARKED. USE WEST COAST DOUGLAS FR#2 OR BETTER.(W.C.D.F.)BEAMS AND STRINGERS TO BE#1 D.F. 3.-0' 3.-8., 6. PROVIDE LET-IN BRACING(ATAPPROX.45)EVERY 25-0"MAXIMUM IN STUD WADS NOT SHEATHED. BRACING TO BE CONTINUOUS FROM SILL TO TOP NEW WALL �f �_� I I NEW LUAU_ PLATE W/3 8d PER STUD$51LL,6-8d cp TOP PLATE. FILE COPY (MATCH EXIST) ( I P I 7. WHERE WOOD 15 IN CONTACT WiTH CONCRETE OR MASONRY,USE PRE55URE TREATED D.F.OR SHEET METAL CONNECTORS. I L I S. MINIMUM SPLICE NAIUNG OF DOUBLE PLATES SHALL BE AS FOU_.CWS: Do of Remove (8)16d EACH SIDE OF SPLCE WITH NO ADJACENT SPLCE WiThiIN 4-0". I I I SILL NAIUNG SHALL BE 16d V 16"O.G. U.N.O.-SEE SHEAR SCHEDULE I I 9. BOLT HOLES IN WOOD SHALL BE 1/32"TO 11V LARGER THAN THE NOMINAL BOLT SIZE. 10. STRUCTURAL MEMBERS SHALL NOT BE GUT FOR PIPES,ETC. UNLESS SPECIFICALLY DETAILED. 11. GLUE LAM BEAMS SHALL BE STANDARD CAMBER DOUGLAS RR LARCH,2400F GRADE 24F V4 WHEN SUPPORTED ON ENDS,OR 24F-V8 WHEN LEGAL DESCRIPTION REVISION I I CANTILEVERED. LOT: 2 Q�20 OF#3) 12 JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8'WHERE JOISTS ARE 2"X L7 7 OR DEEPER. I I 13. JOISTS UNDER BEARING PARTiT10N5(ONE STORY ABOVE)SHALL BE DOUBLED. BLOCK 143 14. PLACE 7 THICK FIREBLOCKING IN STUD WALLS AT CEILING AND FLOOR LEVELS,AT EACH 10 FT HEIGHT zT AG INE- RGDM w OF STUDS,AND BETWEEN STAR 5TRINGERS AND SUPPORTS. 15. PROVIDE BACKING FOR: USE S.F.R. I TYPE OF CONSTRUCTION: V- N TOWEL BARS +48'ABOVE FLOOR SPRIN KLERED: NO TOILET PAPER HOLDERS +24"(VERIFY IF RECESSED) MEDICINE CABINETS +48",+72 1 WARDROBE DOOR JAMBS,SHOWER DOOR JAMBS I BUILDING AREAS: � Z I INSULATION: EXIST. NEW TOTALS I USER 13 IN EXTERIOR WALLS 3 1/7 THICK O I USER 19 IN EXTERIOR WALLS 5 1/2 THICK FIRST FLOOR 1740.2 233.E 1973.8 IL USE R19 IN CEILINGS BETWEEN FLOORS SECOND FLOOR 1276.4 232.1 15053 Uj u- USER 30(MIN.)IN VOLUME CEIUNG AREAS 1. USE R-30 IN CEIUNG AREAS WITH ATTIC SPACE ABOVE,AND WHERE RAFTER SIZES ALLOW IN VAULTED TOTALS 3016.E 465.7 34823 0 CEILINGS 2. PROVIDE MIN. R 13 SOUND INSULATION AT BATHROOMS, LAUNDRY, MEDIA CTR.,OR OTHER NOISE-RZODUCING AREAS. jh GARDE 611.0 185.0 796.0 3. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN BUILDING, INSTALLATION CERTIFICATE(CF-OR)SIGNED BY �) WD. FENCE THE INSTALLER AND THE BUILDER STAMNG THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TiTLE 24,PART 6 AND THE MATERIALS INSTALLED CONFORM WiTH THE REQUIREMENTS OF TITLE 20,CHAPTER 2,SUBCHAP7EZ 4,ARTICLE 3. LOT SIZE=0,54.9 S.F. DRYWALL- " P 1. ALL EXPOSED DRYWALL TO BE 5/8'THICK EXCEPT WHERE BLENDING\MTH EXISTING V7 BOARD. II , 2. MATCH EXISTING WALL TEXTURES, USE TROWELED FINISH ON CEILINGS,U.N.O.: W O -� 3. USE BULLNOSE CORNER BEAD AT ALL NEW WORK UNLESS NOTED OTHERWISE. O LU 4. USE 5/8"TYPE'X DRYWALL 0 ALL GARAGE WALLS,CEILINGS,POSTS,BEAMS, IN USABLE SPACE UNDER STAIRS, OWNER: (] AND IN LAUNDRY ROOM. 5. SURFACE TEXTURE9 TO BE APPROVED BY OWNER ON SAMPLE BOARD PRIOR TO INSTALLATION. AS AT TROVED HY: L$ PATTT KEOHANE m Q III II ❑ PLANE LING DIRECTOR ON (date),' 20 OCEAN AVE. GENERAL COMPLY WITH APPLICABLE REQUIREMENTS OF C.LRCA"LATHING AND PLASTERING REFERENCE SPECIFIGA.TiONS'• RONA DEL MAR CA 92625 I0/❑ As Submitted ❑ As mod,;ied, refe to: 4)637-2409 1. LURE FABRIC LATH:AQUA K-LATH,SELF FURRING TYPE SFD(AK), BY`K-LATH CORP."OR APPROVED EQUAL Z I J D SECURE WITH 14 GA WIRE STAPLES TO BE NAILED TO ALL STUDS,TOP$BOTTOM PLATES. MODIFICA T IONS Cork iJM)a E OP4(date : Y1410 (DECK) 2. PROVIDE G.I.WEEP SCREED BELOW FOUNDATION UNE 0 A MINIMUM OF 4`ABOVE FINISHGRADE. ) ` O WALL._ 3. USE(2)LAYERS OF15#FELT BACKING WHERE STUCCO IS APPLIED OVER PLYWOOD,PER UBC 2506.4 ❑ As Submitted odified, refe Lo. PROJECT DESIGNER U 4. FINISH:MATCH EXISTING,U.N.O. HN F. MCNEELY = 5. COLOR:MATCH EXIST.,U.N.O. ❑ PLANNING COMMI-Ss,I0I4 ON (datc): UPI O 30TH STREET, SUITE B ZttO+, ❑ As Submitted ( /S�s Modified, refe to''� EWPORT BEACH, CA 92663 I 01 1• NEW AND REPLACEMENT ROOFING SHALL MATCH EXIST.0/30#FELT. SEE EXTERIOR ELEVATION NOTES. ( 9)675-6056 c .w..�.•.tiw.�.•.,w...w,ti• O ❑ CITY T N (6'EAVE) 2. ROOF TO WAIL AND VALLEY Ft AraHiNGS SHALL BE 26 GA MIN.GALVANIZED SHEET METAL COUNCIL ON NEW 1 ST FLOO R ADDITION 3. ALL FI.o5HING5 PEES ETC. SHALL BE PAINTED WITH COLtJR MATCHED ACRYLIC PAINT. - TR RAL NGIN ❑ As Submitted UCTU ENGINEER tt t ed •'•'•• � �' � Modified, refe to: z -•--:--•_•-_-•__•_ - - ---- - - ENERGY REQUIREMENTS. HIUP TAGGART If a 1. ALL EXTERIOR DOORS AND WINDOWS SHALL BE LABELED TO SHOW COMPLIANCE WiTH INFILTRATION STANDARDS. 3151 AIRWAY AVE, Gl DOORS AND WINDOWS EXPOSED TO OUTSIDE AIR SHALL BE FULLY WEATHER-STRIPPED. CCr3TA MESA, CA 92026 c � 2. ALL JOINT AND PENETRATION OPENINGS IN BUILDING ENVELOPE SHALL BE CAULKED AND SEALED TO UMIT INFILTRATION. (714)9 H 66-0825 A > NEW 2ND STORY ADDITION 3. EXAUST FANS AND FAN SYSTEMS SHALL HAVE B FT ACKDRA DAJ"IPERS TO PREVENT AIR LEAKAGE. E~ ............ _ 3'-0' 4.12 I 4. DUCTS PIERCING WALLS SHALL BE 26 GA G.I.MATERIAL.,SEALED AT EDGES. c c W 0 en U P II 5. MECHANICAL VENTILATION FOR BATHROOMS AND INTERIOR LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR p WALL EW CHIP NEY , WITH BACKDR,N T DAMPER. c ----------- - -- -------- 6. PROVIDE MIN.100.FT. OF VENTING PER 150 5Q.FT.OF ATTIC OR CRAWL SPACE AREA F` 2-6' *� I DOMESTIC WATER HEATING SYSTEM: Q Q (6•EAVE) i 1. WATER HEATER PLATFORM TO BE MIN.18'ABOVE GROUND IN ENCLOSED SPACE. 2. PROVIDE WATER HEATER BLANKET(R 12 OR GREATER). U 3. FIRST 5 FEET OF PIPE CLOSEST TO TANK SHALL BE INSULATED WiTH R-4(MIN.)INSULATION. 4. PROVIDE INSULATION ON RETURN AND CIRCULATING HOT WATER PIPES. 5. INSTALL 1 V2'X 16 GA UOF-5E5MIG 97RAPE W/3/8"X 3" LAGS W/WA5HER5 INTO 5TUD5®UPPER> LOWER 1/3 OF WATER HEATER X „ "xv ro. PROVIDE 50 90.INCHES FRESH AIR VENTING WITHIN 1Z OF TOP it BOTTOM OF HEATER COMPARTMENT. VELUX`�.aKYUGyHTS ti. ti ___ 7, WATER HEATER LOCATION,COMBUSTION AIR,DRAIN PAN It DRAIN UNE$VENTING PER UPC, GHAPTinR 5. 4.12 •w, ,. - 1/4-.12 PLUMBING NOTES: PITCH 1/412 (ADJACENT STRUCTURE)-J �- PITCH I 1. LOWFLUSH TOILETS WITH 1.6 GL A /FWSH SHALL BE INSTALLED. UPC�•..ETION 402.2 Pi CH ) I SHOWER HEADS=25 GPM/SINK FAUCETS=22 GPM/LAUNDRY FAUCETS=22.GPM i 2. SHOWER OR SHOWER TUB CONTROL VALVE TO BE OF THE PRES5URE BALANCED OR THERMOSTATIC 5HFET INDEX Y I x MIXING VALVE TYPE. UPC 410.7 -120"MAX. ' 3. PROVIDE 18-X 18'TUB DRAIN AOGESS OR INSTALL NON-SUPO WELDED"DRAIN JOINTS. 4. PROVIDE EXIST. 2-STORY I 5. USE 2X6 5 iD5 PLUMBL-POOL.TUB ING WALLS. W/ELECT.SUPPLY PER MANUF. RESIDENCE II o7,NG Q��_I 1RFMENTG i rP_ 1. PROVIDE SAFETY GLAZING(TEMPERED)AND ETCH MARKED AT HAZARDOUS LOCATIONS: GLASS DOORS,GLAZING WITHIN 24'OF DOOR, A-1 ,�" ITE PLAN / PROJECT C)AT Q` -NEW GHIMN W* 4:12 ' 1 ��r PTT� I I GLAZING WiTHIN 36'OF WALKING SURFACE,AND GLAZING LESS THAN 18'ABOVE FLUOR ` N I EXIST CHIMNEY 2. SAFETY GLAZING 15 REQUIRED AT MIRRORED WARDROBE DOORS,TUB ENCLOSURES,AND SHOWER ENCLOSURES. A 2 FLOOR PLANS 3. SECOND FLOOR WINDOW SILLS TO BE MINIMUM 36"ABOVE FINISHED FLOOR .•• 41 s�� MISCELLANEOUS: AtlEr]I 1G; A-- E?CTE21012 E LL..VATI O N S � � - I NEW 1ST FLOOD ADDITION 1. PROVIDE SELF-CLOSING DEVICE ON 20-MIN. FIRE-RATED DOOR BETWEEN HOUSE AND GARAGE. ` I 2. PROVIDE FIRE RESISTIVE CONSTRUCTION (516 TYPE'X'GYP.BD.)AT F-NCL09ED SIDE OF USABLE ENCLOSED SPACE UNDER STAIRS /� \ M AND 0 ALL WALLS, BEAMS,COUNGG5 OF GARAGE THAT G JOINED TO LMNG SPACE. A-4 INTERIOR ELEVATION S (EX)2ND FLR I 3. ALL NEW SKYLIGHTS TO BE DUAL-GLAZED-SEE SCHEDULE. ... I 2ND FLOO RAP, A REMOVED 4. POOLS,SPAS,WALLS, FENCES, PATIO COVERS,AND OTHER FREESTANDING STRUCTURES REQURE SEPARATE REVIEWS AND PERMITS. \ DECK :::� I 5. VERIFY ON SiTE QUANTIFY AND DIRECTION OF NEW WOOD FLOORING NEEDED. -�� - -- I I 6. PROVIDE PAINT AND STAIN SAMPLES FOR OWNER'S APPROVAL PRIOR TO APPLYING ALL FINISHES. H > I I 7. BUILDER SHALL PROVIDE OCCUPANT A UST OF HEATING,COOLING,WATER HEATING,AND LIGHTING SYSTEMS AND CONSERVATION E/M E LE GTRI GAL/i"1 E GRAN I GAL PLANS I OF SAID DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM FFFICIENTLY. ••� I -- ------- ------- ----- I } ' (N)WALL ER05ION CONTROL 2ND 1. ER0910N CONTROL DEVICES SHAH,BE AVAILABLE ON SITE BETVvEEN OCTOBER 15 AND MAY 15. r DE < I 2. BETWEEN OCTOBER 15 AND MAY 15,F-RO90N CONTROL MEASURES SHALL BE IN RACE AT THE END OF EACH WOKING DAY WHENEVER THE FIVE DAY )PAT � 1ST FLOOR AREA REMOVED �.! � I II I PROBABILIY OF RAIN EXCEEDS 30%. DURING THE REMAINDER OF THE YEAR,THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY S-1 FOUNDATION PLAN S \ WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50% 14 � I SEAXER NO,Eer 5-2 FOAM I N G PLAN 5 �__ __ TING -ED AND A NEW CLEAN-OUT IS v R LATERAL TO BE 0 COMPLY WITH CIrry ESXT HOARD IF ANYOF THE FOL.L.OWI G CONDITIONS OCCUR O BE DETERM�IN D BY THE BUILDING INSPECTOR) 5-3 B U I L.D I N G S E GTI O N S t- � I rp� A�� --- -7-- - ----r--- !` 1. ALTERATION TO THE BUILDING SEWER IS DOLE. d 2 ADDITIONAL PLUMBING FIXTURES REQUIRE INCREASE IN SIZE OF BUILDING SEWER LINE. Z ~ // / I 3. WHEN SIX(6)OR MORE FIXTURE UNITS ARE ADDED TO AN EXISTING UNDERSIZED PLUMBING SYSTEM. D-1 STRUGTU RAL DETAILS PA2001-021 for MD2001-014 4. WHEN IT IS FOUND THAT THE BUILDING SEWER 9 INSTALLED IN AN ILLEGAL OR UNSANITAR MANNER. 3720 Ocean Boulevard • Ul / \ // I I D-2 .C 1TRU GTU fY/�1L DF=TAI L� DATE OF MEETING-March 14,2001 STAIRWAY NOTES: j� `/ (ADJACENT STRUCTURE) FILE COPY (N)ENN*Y STAIRS // �- --- ---- 1. PROVIDE HANDRAIL FOR STAIRWAYS WITH 4 OR MORE RISERS. D-3 ARGH ITECTU RAL DETAILS' 2. STAIRWAYS AND LANDINGS Do Not Remove MAXIMUM 8"RISE;MINIMUM 9"RUN. (6-8"VERTICAL HEADROOM MINIMUM. MINIMUM CLEAR WIDTH: 3(6 HANDRAILS: 34`TO 36 ABOVE THE NOSING OF TREADS j GRIP WIDTH: 1-114"MIN.,2`MAX CROS SECTIONAL DIMENSION. T-24- ENERGY GO M PLAAN GE GALG'S MAXIMUM CLEARANCE BETWEEN BA UOTER5. 4` � 3. HANDRAILS SHALL TERMINATE INTO A POST OR RETURN TO A WALL.. FEBRUARY 28,2001 4. CONSTRUCT GUARDRAIL-5 PERUBG 509. GUARDRAILS TO RESIST 20#/FT �O QQ HORIZONTAL LOAD AT TOP OF RAIL, UBC TABLE 16-13. MAX.CLEARANCE 4`. SHEET HANDRAILS MUST BE CAPABLE OF RESISTING 200#LATERAL FORCE PER TABLE 10-5. ►-� �, Al REVISION REVISIONS WALL LEGEND EXIST. WALL TO REMAIN WALL TO BE REMOVED FRAME IN EXIST'G OPENING Y.-4:<__s.....:_:-,: :Fw. , NEW 2X4 WALL NEW 2X6 WALL 11--6' �. o- 12 3" 6-7 5-4: 7-5" v 20'-6" 10'-8" / 1 3 / D3 to o 1(Y� .:• .2, - ----- ,,, (FIRST FL-OOR / Lh t LLINE BELOW) / M 2 O r— '�n� CD Vim/ r, (EXIST.DECK ILM CC I %, _ - • - --- ---------------- j, . -------- ;:w'.w':c•>:,_ d`-.,`F,3••rS�'...p r �J�Y� .�,�,qee$. -- -.� ------r - -- - / c 0 y x=�, SgxA W _X W 2 Q ` BATH #2 I / otf W U LL. I� W CO z z sIm:CD BEDROOM #2 _: 11 i I I I I I 5 / � 0 p-�' I I I I I I / �� �7�"n 8 D3 , � I I I I I I I I i t I ; 01 J 71—v D3 � n. z MASTER 26'-2 24'-0" i I DN I I I I I I I ' DECK `—' w 11 8" I I MASTER I I r — — ~ e . • . . 12 I I I 11 ,-,•7: ,, :. . ,. 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WD.FENCE / EXTERIOR DOORS / 4 P3 E 0 4 BELOW STAIR FRAMING `1 (5/8"TYPE'X GYP:BD.®AL_L..WALLS, m �- -_- 5 5EIBACK — `-1 I 1 1 110EEiLING_S,_BEAMSS,¢CO_LLIMiN90 V __ ______��I ' --- -- I --------------- ----------- -------------------------- ---USABLE SPACE UNDER STAIRS,TYP.)------ ---------�--- � F„"•,<.: �- //-- - < �• _ ----------- y ----- --- 5 AUDI --- -i-1 D3 I GUEST"BATH +N UNIT EQUI I D3 10 Z CEILING D3 LINE I ' --- -- Imo. Lu LL z o GUEST I Z BEDROOM ---- -- m LIVING Y I I _ UPy�l $' I ([1 O 5• O j I I ' I _ ti:-/� � fit` / - m - `u f _ L I Z W.I.GUARDIaA1L,TYP. 3 W.:* - ..,.. ,.,: _ - '•-.: ,.< _ a.',...± - yi-a...• - \'yam- ----- / 1 • WINE CART W/REF: I O I (DECK) eooK,S�IA Es V 0 i _____ STONE WALLS j - - I— Tv 5. 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I I � I � - � i 48`RANGE I I (� \ � LL DRY DEr.�-K 48"REFERo� �- -- — — _ --- -——————————— ————/l----------------------------------------------------- ------------------ -�:; - - -++q:bva-.:,.,_ - --:w%,„,,ci —_—_—J ' _______ 1 _ - - - - - - - - - - - - - - - - - - - - _ _ 1-1 O I` I-------------- ` - r----------- I x • WD_FENCE - - - - - - - - ,- - - - • - - - - 10' BL_.WALL / +16"SEAT U� WALL �9� ry FEBRUARY 28,2001 FIRST FLOOR PLAN SH>� /A2 FA 2%00 I - O "z I REVISIONS DOOR SCHEDULE WINDOW SCHEDULE REF. :)UANT. SIZE THK TYPE FRAME FINISH DETAIL "U'l NOTES REF QUANT SIZE GLASS FRAME TYPE DETAIL „U't NOTES HEAD JAMB SILL VALUE WIDTH HEIGHT HD/JMB SILL VALUE 1O PAIR 6-0" X 8'-0" 21/4" FR WD STAIN -- -- -- 0.55 CUSTOM ENTRY DOOR W/TEMP. BEVELED GLASS OA OP) ZO PAIR 5'-0" X 8'-0" 1 314' FR WD PAINT -- -- -- 0.31 1-LITE"LOEWEN"ARCH TOP FRENCH DOOR W/TEMP. GLASS © 10'-0" 60-0" D.G WOOD 1/3/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) 3O 3'-0" X 2-0" 1 314" S.C. WD PAINT -- -- -- N/A CRAWL SPACE ACCESS © (2) 1'-3" 6-0" D.G WOOD 1/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) WINDOW NOTES: "PHOENIX DOOR MANUFACTURING, INC." (714)544-6152 1) ALL OPERABLE WINDOWS TO HAVE SCREENS PROVIDED. O PAIR 6'-0" X 4'-0" 1 3/4" S.C. WD PAINT -- -- -- 0 NEW-TECH"NT202 DOOR O 4'-0" 3'-0" D.G WOOD 3 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. 2) OBSCURE GLAZING TO BE"WATER-GLASS" U.N.O. LEADED GLASS TO BE 5 PAIR 6'-0" X T-6" 1 3/4" FR WD PAINT -- -- -- 0.31 1-LITE"LOEWEN"ARCH-TOP FRENCH DOOR W/TEMP. GLASS E (4) 2'-6" 2'-0" D.G/OBSC, VINYL 6 -- 0.29 "MILGARD"VINYL WINDOW SPECIFIED WITHIN DESIGNER. Q O """ 3) GLAZING WITHIN 18"OF WALKING SURFACE OR 24"FROM 6� 2'-6" X 7'-0" 1 3/4" S.C. WD PAINT -- -- -- N/A ::PHOENIX DOOR MANUFACTURING, INC." (714)544-6152 O (5) 2'-6" 2'-0" D.G WOOD 6 -- -- 0.29 "LOEWEN"WOOD WINDOW TYP OPERABLE DOOR TO BE TEMPERED(AND ETCH-MARKED). NEW-TECH"NT202 DOOR W/LOUVERED PANELS , . 4) INSURE THAT ALL BEDROOM WINDOWS MEET EMERGENCY EGRESS REQUIREMENTS PER U.B.C.3104: CD Q PAIR 6'-0" X T-6" 1 3/4" FR WD PAINT -- -- -- 0.31 1-LITE"LOEWEN"ARCH TOP FRENCH DOOR W/TEMP. GLASS GO V-0" 6-0" D.G WOOD 1/3/1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. MIN. AREA: 57 SQ. FT. �"i "PHOENIX DOOR MANUFACTURING, INC." (714)544-6152 MIN. WIDTH: 20"CLR. h 8O (8) 2'-6" X 7'40" 1 3/4" S.C. WD PAINT -- -- -- N/A OH 4'-0" 4'-0" D.G/TEMP. WOOD 1/1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. MIN. HEIGHT: 24' � NEW-TECH"NT202 DOOR MAX SILL HEIGHT: 44" w Z M CEO „ "PHOENIX DOOR MANUFACTURING, INC." (714)544-6152 J 2'-2" 3'-6" D.G WOOD 1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. MIN. SILL HEIGHT AT SECOND FLOOR: 36" C'3 m coo O9 (3) 2-8 X 7-0 1 3/4 S.C. WD PAINT -- -- -- N/A "NEW TECH"NT202 DOOR r „ t �� � " � �� -_ -- �� �� �� 5 FIELD MEASURE OPENINGS PRIOR TO ORDERING WINDOWS OR DOORS. W - W N�r 10 (2) Z-10 X 7-0 1 3/4 FR WD PAINT -- -- -- 0.31 1-LITE LOEWEN ARCH-TOP FRENCH DOOR W/TEMP. GLASS OK (2) 4-8 5-0 D.G WOOD 1/1 0.29 LOEWEN WOOD WINDOW,TYP. (6 ARCH TOP) 6) WINDOW &SKYLIGHT SIZES SPECIFIED ARE ROUGH OPENING SIZES,TYP. w 5 U- „ "PHOENIX DOOR MANUFACTURING, INC." (714)544-6152 „ Fes"" 11 (3) 2-4 X 7-0 1 3/4 S.C. WD PAINT -- -- -- N/A © 6-0 6'-0' D.G/TEMP. WOOD 1/3/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) 2 Q NEW-TECH"NT202 DOOR ad W U LL "PHOENIX DOOR MANUFACTURING, INC. <t 12 3-6 X 7-0' 1 3/4 S.C. WD PAINT -- -- -- N/A OM 3'-0" 6'-0" D.G/TEMP. WOOD 3 -- -- 0.29 "LOEWEN"WOOD WINDOW TYP. (6"ARCH TOP) (D CC LU(p "NEW TECH"NT202 DOOR I-m 1- ALL EXTERIOR DOORS TO BE CAULKED AND WEATHERSTRIPPED. • CA 0 13 16'-0" X 71-611F13W S.C. WD PAINT -- -- -- N/A SECTIONAL WOOD ROLL-UP DOOR ON 6'-0" 5'-6" D.G/TEMP. WOOD 1/3/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) 2. PROVIDE MIN. 26 GA COPPER FLASHING BELOW ALL SECOND FLOOR THRESHOLDS. �I.� z t aC(O OO (2) 3'-0" 4'-0" D.G WOOD 1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP 3. INSTALL SOLID BRASS OR BRONZE HINGES ON ALL EXTERIOR OUT-SWINGING DOORS. z 801 L 4. MAX. 1"ELEVATOIN CHANGE @ THRESHOLD OF OUT-SWING EXTERIOR DOOR. ¢ p co 5. ALL DOOR GLAZING TO BE TEMPERED AND ETCH-MARKED. JLO © 6' 8'-0" D.G/TEMP. WOOD 1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) 6. PROVIDE SCREENS FOR EXTERIOR SLIDING DOORS. a Z -0" ® 2'4" 3'-0" D.G WOOD 1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. (ELLIPSE) 7. FIELD MEASURE ALL OPENINGS PRIOR TO ORDERING DOORS&WINDOWS. O ® 6'-0" 4-0" D.G WOOD 1/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) WINDOW TYPES: LU SO 31-6" Z_0" D.G VINYL 2 -- -- 0.29 "MILGARD"VINYL WINDOW 1 CASEMENT 2 SLIDER TO V-T 3'-6" D.G WOOD 1/1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. 3 FIXED 4 DOUBLE-HUNG UO 2'-0" 1'-4" --GLASS 10 -- -- 0.29 SINGLE-HUNG GLASS BLOCKS UNLIMITED, INC.",. , (949)548-8531 BLOCK 8 BARK DESIGN GLASS BLOCK 6 AWNING OV (2) 2'-6" 5'-0" D.G/TEMP. WOOD 1 -- -- 0.29 "LOEWEN"WOOD WINDOW,TYP. 8 45 Deg9 BAY 9 SKYLIGHT OW 6%0" 5'-6" D.G WOOD 1/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) 10 GLASS BLOCK O 3'-0" 6-o" D.G/TEMP. VINYL 3 -- -- 0.29 "MILGARD"VINYL WINDOW OY 6'-0" 41-0" D.G VINYL 2 -- -- 0.29 "MILGARD"VINYL WINDOW OZ 8'-0" 4-0" D.G WOOD 1/3/1 -- -- 0.29 "LOEWEN"WOOD WINDOW, TYP. (6"ARCH TOP) "VELUX"FIXED SKYLIGHT, S1 (2) 1'-10" 3'-3" ALUM. 9 -- -- 0 MODEL#FS104, I.C.B.O.#NER216 S2 2147" 3'-3" ALUM. 9 -- __ 0.44 "VELUX"ELECTRIC OPERABLE SKYLIGHT, MODEL#VS304, I.C.B.O.#NER216 ----- - ---- ---- --- -- 3 �(24:FLAT ROOF HEIGHTLIMIT) - ---- --- - - -- �(24 FI-AT ROOF HEIGHT LIMIT) 3 ��-- ---- +u ` -_ r _ •Y ' r-Sir, •:w""::-. Y J v „ r - c , r^ t,Sr K� i�titi --------------- --- ---------------- ----- ------- - ----------------- ------------------------------------------------ --- - - -- --- -------------------- --- ------------ - DL ILL io Qv y� I1 Sw CT FU 1 }�\1 _ / ; `ti �r � -Q _-R-`.t� ': 4i'C..h�`�._•- 'EDINGER TER Q •a'Y. - � :1Ye'i- t.C-F �:f '2{¢; - :'�.� - �C+.,i Y".:. . . Svn' +iirC' ijs _ rj,i' -,>.+y 'sb, �;E,•i. - - >ya ^�� Q - K A. 1 yam, aG-_ 177 `^:,,� nil-4 Mtn 3 r�'l .1jir. �' f4 f.+. - _ _ Q _ {�N,1 11 Qr{ LL ------------ --------------- (y L� -------------- - - ------- - - ------ ---- - -- ------ ------- --------- - - -------------------------- --- -------- -------- --------------- -- ---- -- - - O TEMP / TFS1P O QrevTEMP GIL STONE SILL#T-02 "EDINGER MATERIALS' AS APPROVED By: . ❑ PLANi LING DIRFCTOR ON (date): As 5z,_1be3. ilea. ❑ As Medified, refer to: 1ti3C3�•.FIC ICNS CGNIM�A, �/wo I td .�): ❑ As :_bw teed ,In d, r t r a: ❑ PLANNING COMMISSION Oi�I {da ��� ❑ As Submitted 0 As Modified, refer to: ❑ CITY COUNCIL ON (da►_l _- - - J COPPER TERMINATION CAP W/APPROVED SPARK ARRESTOR (24'FLAT ROOF HEIGHT LiMfr) J j- Sw ni r- F c.. .,r. .tea° " :•E. 1, }.;,>,a �. :- L ' .4 ,e- ''d ,-k•' "s i •£• '�)r art, r ' :x TOP PLATE - ' --- ---------------- -------------- COPPER CO GUTTER DETAIL /h \ COPPER CORNICE GUTTER DETAIL STONE COLUMN T \ / (N)SLATE ROOF W/TILE h / Q Q P GL a 7F�1 a IPS O/3OI#FELT,TYP. A in F.F. ,6e -M.R rd:Y'.i•2, t,`'q .!.15"t '.'�x `it i',:1 '•� . - ``�(■{`/ �i�r' nr U'.l: .:i `7�F t• ,Ye £.�. 1,M1s,..- .r.,a., 1i 1 nrtP n - - - - - - TOP PLATE - - - - - - - - - - -------------- ------ ------ --- --- --- -------- ---- - SMOOTH STUCCO,TYP. 5 SEAT WALLTL \ / D3 O U v 7B I P GL / - - \ - - - - - - _ (AGCE99 TONO _ u / --I UNDERSTAIR STORAGE) R D3 STONE VENEER 3 ADJACENT NATURAL GRADEF (ACCE55 TO D9 UNDERFLOOR STORAGE) ... .......L PROPERf1'LINE GARDEN WALL .:l,. ,<s FEBRUARY 28,2001 NEW ENTRY STAIRS SIDEWALK SHIFT FRONT ELEVATION (30UTH) 143