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APPROVED BLD ENG RESUB1 BLD2022-0076+ARCH& SITE PLANS+3.16.2022_10.30.16_AM+2740830Edmonds � Uderwater - Park Bracketts .'ywP P aiGWOI S'T Landing \ \NFFg9 Beach ^Q ,> GLEN I_ -� '. \ 5 'O,yQ L_ nAIEY sT ' ,(j/,sJ��CMc CBnIBf AMTF..- z 0 0 11G7F1Lw�{I ponds Marina Beach w Cyry,�J L ark 216THST ST- E PL ii Fl N� Btw 4 PL °e 3 WAY M7 $ l� > _- T+ e ?Ro. VELLS PROPERTY DESCRIPTION: LEGAL DESCRIPTION: LOT S, HIDDEN GLEN, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 13, IN SNOHOMISH COUNTY, WASH INGTON. ASSESSOR'S PARCEL NO.: PARCEL #004�1000000800 PROJECT STREET ADDRESS: 18426 19TH PLACE W, EDMONDS, WA 98026-5848 PROJECT DATA: CITY OF EDMONDS, WA CURRENT DEVELOPMENT ZONING: - INTERNATIONAL FUEL GAS CODE 2018 AS ADOPTED/AMENDED.FIRE PROJECT SCOPE OF WORK: CODE TPL UNIFORM MB NG CODE 20181 AS ADOPTED/AMENDED WA STATE ENERGY CODE (C;H,4PT. 51-11R AND 51-11C LAC). THIS CURRENT PROJECT AS PROPOSED INCLUDES PARTIAL NATIONAL ELECTRICAL CODE, CURRENT ADOPTED BY WA STATE. DEMOLITION OF THE EXISTING SINGLE-FAMILY RESIDENCE, ORIGINALLY CONSTRUCTED IN 1962, INCLUDING THE EXISTING OCCUPANCY TYPE: GARAGE AND ROOF DECK, AND A PORTION OF INTERIOR SPACE OF THE UPPER AND LOWER FLOORS. TYPE R3 - SINGLE-FAMILY RESIDENTIAL. THE EXISTING SOUTH SIDE OF THE HOME INTRUDES SLIGHTLY INTO THE CURRENT SIDEYARD SETBACK, BUT NO REVISIONS TO THE CONSTRUCTION TYPE: EXISTING PERIMETER ARE INCLUDED IN THIS SCOPE OF WORK, THE EXISTING 33/o S.F. GARAGE WILL BE RECONSTRUCTED TO TYPE V-B CONFORM TO CURRENT CODE REQUIREMENTS AND WILL INCLUDE DEVELOPMENT JUSTIFICATION: NEW LIVING SPACE OVER THE GARAGE. ALL OTHER CHANGES TO THE EXISTING ARE LIMITED TO INTERIOR CHANGES AT THE UPPER AND LOWER FLOOR LEVELS AS INDICATED ON THE DRAWINGS. USE ZONE: R5-8; GRA2020-013g INITIAL DETERMINATION MADE. THE PROPERTY OWNER HAS PREVIOUSLY SUBMITTED APPLICATION, EXHIBITS, AND GEOTECHNICAL RECOMMENDATION SETBACKS: FRONT SETBACK - 25' LETTER FROM ROBERT M. PRIDE, LLC, FOR CRITICAL AREAS SIDEYARD SETBACKS - 1.5' DETERMINATION TO THE CITY OF EDMONDS UNDER FILE NO. REAR SETBACK - 15' CRA2020-0139. CITY STAFF HAS COMPLETED A DETERMINATION DATED 9/17/2020. AREA TABULATION: PROPOSED ARE MODIFIED ROOF FRAMING, PARTIAL TOTAL SITE _ .23 ACRE 10,015 S.F. STRUCTURAL FOUNDATION AND FRAMING SYSTEMS, EXTERIOR AND INTERIOR FINISH MATERIALS, AND NEW APPLIANCES, PLUMBING EXISTING BUILDING AREA TABULATION: FIXTURES, HVAC UNITS, AND LIGHT FIXTURES. EXISTING ATTACHED GARAGE = 33io S.F. EXIST. UPPER LEVEL LIVING - 1,028 S.F. THE DRAWINGS AND DETAILS OF THE ARCHITECTURAL AND EXIST. LOWER LEVEL LIVING - 960 S.F. STRUCTURAL PORTIONS OF THE PROJECT ARE HEREWITH SUBMITTED TOTAL: 2,324 S.F. FOR REVIEW AND APPROVAL FOR GENERAL BUILDING PERMIT. IF CONCEPT 2 DOES NOT PROPOSE TO ADD ANY NEW FLR. AREA. THE CITY OF EDMONDS DEVELOPMENT SERVICES DEPT. REQUIRES DRAWING SUBMITTAL AND PERMITS FOR HVAC/PLUMBING OR PROPOSED GARAGE: 33ro S.F. ELECTRICAL WORK ASSOCIATED WITH THIS PROJECT, THE GENERAL PROPOSED UPPER LEVEL LIVING: 1,028 S.F. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING HIS PROPOSED LOWER LEVEL LIVING: 9(00 S.F. SUBCONTRACTORS MAKE APPROPRIATE SUBMITTAL FOR PERMITS TOTAL: 2,324 S.F. AS MAY BE REQUIRED UNDER DESIGN/BUILD CONDITIONS. BUILDING SITE COVERAGE: INCLUDED IN THE SCOPE OF WORK IS A "SPECIAL INSPECTION TOTAL GRD. LEVEL, INCL. GARAGE, NEW AND TESTING AGREEMENT", ON FILE AT THE CITY OF EDMONDS STAIR AND STORAGE SHED CONC. PAD: 1,05(o S.F. - WHICH REQUIRES SPECIAL INSPECTION FOR STRUCTURAL EPDXY. �o SITE COVERAGE = 1,88/0 / 10,010 = 10.02% (35% MAX. ALLOW) VICINITY MAP: EDMONDS Overlook/ Park ON OFOWNS BAY • TALBDT Olympic View 1 County Park ISOTH Pj '�1s{iH Sim ; � 3 ,asn,srsa fIBliM0. a � ,mMPLsw� i i5W3m < M I f �( r ¢Park sw 200TH wv �11=— PLsw TM sssw l Pine Ridge Park 11 i - Memorial '_ Park IT WALNUT q, B PA0.N BD ell BDDO 213I1I STSN PLrr pI �N-wY - ��' h 21(IM0.SW 2141H PL SW 27�1H0. UI gil d > xt 2,s1f1 8 � � 2tsiH xr Q� 216MR a i > 21 ; �. "11F � w I uI! < a, Plw at7ia PL 219aI sr SN d 2iHfH III © III ,_ i9TM r < 220TH ST 3.. _ ——� 3 1 aR a a ; ft � I zz,srPL � 3 3 14THST w S< sIM } 22M SW [� a < STSW sw 0.5w . PLar, ; ztatft sr s 228TH ST SW 228TT S1M1� li l 104 ''w r 'll`r�TMft .; PL sw dl _ f fIX-1, l s ylr-� f nm+PL sw a 2TII PL sw 3 2JPwT1, PL SW sT STS, F 2ga15rsW �� �xlsrr SHEET INDEX: THPSW PROPERTY DESCRIPTION, PROJECT DATA, DEVELOPMENT JUSTI- ,,,,, ; A FICATION, SHEET INDEX, PARTICIPANTS LIST, SCOPE OF WORK Fq°o"� �" 1 OF 1 BOUNDARY & TOPOGRAPHIC SURVEY sT w 9C PL low sf SIN3 _ A-1 SITE DEVELOPMENT PLAN, KEYNOTES � 4 � i �h I b � A-2 UPPER & LOWER DEMOLITION FLOOR PLANS s s- = 3 3 aL A-3 UPPER & LOWER FLOOR PLANS, KEYNOTES am 0. r sTsw a d ` m "'�� sw s A-4 ROOF PLAN, KEYNOTES; BUILDING SECTION < 172xosrsw I Da 9° 7a� 172ND PAS! sl 'T' PLsw 7� ', l A-5 EXTERIOR ELEVATIONS, KEYNOTES 17srM 3T1 f ' `�• RS{y 5T S'!� , THSTSW 39A_6 INTERIOR FINISH MATERIALS SCHEDULE �o>d ;�3F^< V>; APPLIANCE & PLUMBING FIXTURE SCHEDULE PLsW 17HfM Qsw,�THST S I A_7 DOOR SCHEDULE & WINDOW SCHEDULE ~ 3 ' ,s15rPL`'w I @I® EI. L F ,e,srsTsn aJ�815TPL am ���' Q UPPER & LOWER FLOOR REFLECTED CEILING 3 sw A-8 �� IaaaoPLsw s7r10PLsw _, gT m 3 F & LIGHTING PLANS lal ' d UPPER & LOWER FLOOR POWER AND s Lynndaie ,earths' W ,2„csl. A-9 ELECTRICAL CIRCUITING PLANS (�\¢r Park ao _I�PLsw 'PEtIM�3 ; I,997Mns1ll r a 3s STS:,; —1 Q UPPER & LOWER FLOOR FINISH PLANS SrdTsr�l nP p `I_ r5 ,9I IN eel 191sTSTV, 21 sr »' _11 INTERIOR ELEVATIONS S 19al PLSW � 0.5tP law0.sw _<ti ryY $ 0.5W IHM t[ t99tl1 t �. sw w g ` _ t-12 INTERIOR ELEVATIONS $�, 9.7H sw ,�i f -- t95TM0.SW -87s ,0 96TH ST SW524 L EjLQ 1PBTF1 Sr SYl ii £ o +seTH PL sw zj38TMR s sw <DMONDS - p'Sw 200TH ST SW < srsw 5VN E7 3 N OSTSW COMMUNITY COLLECT $ d �..� > zozHo s7 sw .. -- " 1 18 a 204THI SW 6114 SW Lynnwood ' d - -- Municipal Golf Course COURTNO -" I I IJ r 208THSTSW 0 _ —1 GEN. STRUCTURAL NOTES, SCHEDULES 1 S—Z STRUCTURAL DETAILS - c•17Hsr zz �sw" fi3' # 2,2THST ; S-3 FOUNDATION PLAN, NOTES, LEGEND U s 'mill � �II � � a" � �'0.�- �' LOWER FLOOR & UPPER FLOOR FRAMING 3 ti x $TE tENS EBw,� 3; a .., srsw S_4 PLANS, NOTES &LEGEND r, HOSPITALRC° ' ,9ntsisv sr , UPPER FLOOR & ROOF FRAMING PLAN, sw = i NOTES & LEGEND IUTH 3 W '' e2oo 7200 a i < P< 8 1sT 0.SY! n`1" '22,ST ST Sw ; alp sw 1E ; a > _.. /�Umsrsw lamrsr 5TMsr � 3 s € I/ d+ 3 a 22s7M y sa l' P S � 2zatM - � 7 a ^22 T 8 ® bs sT az9ni PL lsrsr g IT SIN n } 236TH ST SW EDMOUNT OISLAND O Nile Temple �E j Goff Course 1 \ LAKE BAUJAIGER r771 I / N N N N N N N N N W N 0 0 0 CD O N N N Fill A QQQQz N O -,1- J N N > U LLJ z a > Q w w w —i Z U U a m z z z � U')z oogoLU O Q Q w Q Y 00 Qz m Q z -1 W U U In a w r U U C7 (� w w w zz�(D(3 w w U Q Q a a a a a a LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) FOUND CONCRETE MONUMENT AS NOTED 00 SET 1 /2" REBAR/CAP, #50711 • FOUND 1/2" REBAR/CAP OR AS NOTED 0 SET LINE STAKE SET NAIL W/LS WASHER, #50711 (M) MEASURED DIMENSION (C) CALCULATED DIMENSION LUMINAIRE (LUM.) YARD LIGHT 0 POWER METER -0- UTILITY POLE E-- GUY ANCHOR ® JUNCTION BOX (AS NOTED) O TELEPHONE LE CATCH BASIN (CB) (� STORM MANHOLE (SDMH) STORM DRAIN CULVERT S SANITARY SEWER MANHOLE (SSMH) CO CLEANOUT (AS NOTED) o GAS METER GAS VALVE �Q WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER 0- BLOW -OFF / AIRVAC F-1 SIGN 9 WETLAND FLAG ® MAILBOX (MB) 0 WATER WELL (UNLESS SHOWN OTHERWISE) D IRRIGATION CONTROL VALVE 1� DIRECTIONAL ARROW T BENCHMARK SECTION CORNER (AS NOTED) C HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE CHAINLINK FENCE // WOOD FENCE X BARBED WIRE FENCE -E]-- HOGWIRE FENCE W WATER LINE c GAS LINE T(xx) OVERHEAD/UNDERGROUND TEL. LINE OH OVERHEAD/UNDERGROUND PWR. LINE SD STORM LINE ss SEWER LINE DEC DECIDUOUS TREE CON CONIFEROUS TREE ROCKERY CONIFEROUS TREE / TWIN / CLUSTER 000 DECIDUOUS TREE / TWIN / CLUSTER TREE STUMP RHODODENDRON BUSH NOTES INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA SX ROBOTIC TOTAL STATION AND A TOPCON HIPER-V GPS. PROCEDURES USED WERE RAPID -STATIC GPS OBSERVATIONS ALONG WITH CONVENTIONAL FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090 THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD, OR OTHERWISE IF ANY. THIS MAP REPRESENTS A JOB PERFORMED BY ME OR MY CONSTITUENTS AND CAN ONLY BE CONSIDERED AS REPRESENTATIVE OF THE SITE AT THE TIME OF MY SURVEY. UTILITIES SHOWN HEREON ARE FROM FIELD LOCATION AT CENTER OF RIM AND THEIR EXACT LOCATIONS SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 14" MAP EX CB: T-1. W/GRT RIM EL=319.12' M U) BOUNDARY AND TOPOGRAPHIC SURVEY II 1 I �I❑o BUILDING I / / / I #18418 I M N N00 N �/ I/ �/ / / ��� g I O N 4 I I M � \ I I I PEAK=366.54' I I I I 24" MAP I I I � I I 16" FIR II 0 — I 10" " MAP -------- I S89°07'10"E 143.51' r I 5 37.1' I I / _ O/ I I I / / 7.5' �f-12" MAP I I I I / I / BUILDING SETBACK 34&7'- .4 of I I I I I I I I SHED--,, I I / 1-STORY GARAGE 1 '9' W/PATIO ON TOP FFE=349.87CHIMNEY ' -8" IMI\APo II II I II iIi I I i� iHill 18" MAP io i I II O . 30" MAP I�API12" 14CDR / FFE=359.22e' 0 CONC PAD STEPPEDoI UP FROM GRADE LANDING FOR WOOD TBM=B: STEPS FFE=350.46' ELEV349.22' oX Z ° LOT 8 RL/CONC PAD ® GRADE P•��� 10,048 SQFT LANDING FOR SLIDING DOOR / FFE=354.21' / BUILDING / —28'MAP } I #18426 I 1 U 10" CDR / / / I I I / / / 1 I / / vl I > l ' 2ND STORY ����� I 28" MAP I I I / / I I I I I I w i BUILDING OVERHANG I I I / / EX CB: T- 1, W/GRT I II 24.1' RIM EL=320.95' I I / / 16" MAP I NI 15.0' / / / I I I — 26 MAP EX CB: T-1, W/GRT I I I I I l—1 l— / I 350.4'-� `so RIM EL=320.18' o/ / / / I I I f I / II I I L --- --- --- IR / / / // d / /52.6'/ / 18" CDR I I I hod 6.7' 7.5' I� SET REBAR/CAP ON SOUTH _ P / 36.0' 54.9' G PROP LINE 1' EAST OF / / I � N89°07'10"W 143.56' ,5h� I � 1 o I L O---/ / TBM-A: ELEV=344.40' 0�0 I tp� FFE=349.111' Or I I zl X I Q a X PEAK=3�8.84' I Z la I a Ia Q v v GARAGE/HOUSE PARTY WALL I I a o BRICK LANDSCAPE \ \ 1 WALL \ \ I o I I 21\11D STORY BUILDING OVERHANG \ 346'1 I \344 CONC STEPS UP TO \ Ell I LANDING/ENTRANCE \ o I o I CONC BLOCK RET WALL \ N I \ M o I \ 1 25.0' I o I 1 � I �G G G _ o � CORNER. FENCE POST LANDS ON ACTUAL CORNER. I ----_— / cn I I / 10"� MAP/ I — —322I I II I �fUl X __---- — — — ---12" MAP 22" TWIN CONo I I 1 o I V N cli 00 I I I I I I I 4 I I I I I M I oy I I 1 I ' I I I I I ► � I '� o I I I 7 I BUILDING \ I #18432 i 01, I o I cn BASIS OF BEARINGS HELD A BEARING OF SOUTH 0°33'27" WEST ALONG THE MONUMENTED CENTERLINE OF 79TH PLACE WEST. REFERENCES PLAT OF HIDDEN GLEN, VOL. 21, PG. 13, BOOK OF PLATS RECORDS OF SNOHOMISH COUNTY, WA. LEGAL DESCRIPTION LOT 8, HIDDEN GLEN, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 13, IN SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM - NAVD88 HELD RAPID -STATIC GPS OBSERVATIONS POST PROCESSED BY OPUS. TBM-A: TOP OF A REBAR W/LS CAP SET AT THE NORTHEASTERN PROPERTY CORNER THIS SURVEY. ELEV.=344.40' TBM-B: TOP OF A REBAR W/RED CAP SET 3' WEST OF A WIRE FENCE IN THE BACK YARD. ELEV.=349.22' I I / I a\ IMPERVIOUS SURFACES AVERAGE BUILDING ELEVATION TOTAL LOT AREA: 10,048 SQFT 348.7+349+350+350.4=1,398.1 EXISTING IMPERVIOUS AREAS: 1398.1 /4=349.53' BUILDING(S): 1,356 SQFT DECKS (50%): 16 SQFT MAX BUILDING HEIGHT: 25' CONCRETE: 926 SQFT MAX BUILDING ELEVATION: 374.53' TOTAL IMPERVIOUS AREA: 2,298 SQFT EX. BUILDING ELEVATION: 372.48' TOTAL IMPERVIOUS COVERAGE: 22.9% ZONE: RS-8 I 25.0' ROW I owl A /1 10 5 0 110 20 SCALE IN FEET z 0 wLL 0 > z (n w Q U0 z LL Z 00�� O�z0 0- 0� �� ow z �=__ ° 2 oQ �O�O U a Q Q Z U) v U Q z 0 ZZ T m ::) 0 0 m � aD Q w ~ o z w co 0 > J N CD OD O >Q> O 00 O O CD QO 0 Z OCN � C.0 0 0 Z G o Z O LL_ 0 o 0 U o _ N L II o > 0 N U 7 _0 M > ao Q 3 o U a) a a� +� U Q 0 U .T ��nn bh (n L (n J a) = oo>@ c Q)00(f < cn o c E _3: m O w J Q) • cn Q 0 O ` > 0 0 c: °- a-) cn cn o N I O � 0 Q0 a� 0 a_ L(-) Z CD � w o N r STRUCTURAL LOT COVERAGE CALCULATION: U Un MAX. ROOF HT. CALCULATION:I SITE DEVELOPMENT KEYNO EXISTING FIN. GRADE ELEVATIONS AT NEW 4 EXISTING l0 EXISTING CONCRETE DRIVEWAY APRON TO REMAIN. LEGEND: LINE TYPE INDICATES PERIMETER OF TOTAL FOUR CORNERS OF THE HOME + FIRST 6" OF BALCONIES 4 GROUND COVERAGE CALCULATION - TAKEN TO OUTSIDE 2ND FOR. O.H. 20 EXISTING CHAINLINK FENCING TO REMAIN AT TOP OF OF EXTERIOR WALLS AND NEW STRUCTURAL ELEMENTS. NORTHWEST CORNER: +348.-15 EL. SLOPE BANK. NOTE: THE ROOF OVERHANG IS DESIGNED AT 241, O.N. SO NORTHEAST CORNER: +348.85 EL. O EXISTING WOOD FENCING AT PROPERTY LINE TO REMAIN. SOUTHWEST CORNER: +350.35 EL. THE METHOD OF CALCULATION IS BASED ON FACE OF SOUTHEAST CORNER: +349.85 EL. O EXISTING WOOD POST AND WIRE FENCING TO REMAIN. EXTERIOR PERIMETER WALL OR STRUCT. ELEMENTS. +1,3131B TOTAL O5. EXISTING CONC. DRIVEWAY TO REMAIN. 1,39�.8 / d = +349.45 AVERAGE ORIGINAL 1 GRADE O EXISTING ON -GRADE CONCRETE STEPS AND INTER - TOTAL GROUND COVERAGE CALCULATION: MEDIATE LANDING TO REMAIN. LOUDER FLOOR TOTAL AREA: 1,142 S.F. NEW STORAGE SHED CONC. PAD: 144 S.F. PER CITY OF EDMONDS ORDINANCE TABLE 16.20.030, THE O EXISTING HOSE BIBS TO REMAIN. TOTAL GROUND FLR. COVERAGE: 1,886 S.F. MAXIMUM ROOF -S ZONE 15 25' ABOVE AVERAGE ORIGINAL GRADE, O EXISTING OVERHEAD ELECTRICAL POWER LINE AND PER SNOHOMISH CO. PROPERTY ASSESSOR THE TOTAL 1 DROP TO REMAIN. GENERAL CONTRACTOR TO DETERMINE LOT AREA = 0.23 ACRES = 10,018 S.F. MAXIMUM ALLOWABLE ROOF HEIGHT: IF THE SERVICE SIZE AND PANEL ARE ADEQUATE TO 349.45' + 25' = +314.45' EL. ACCOMMODATE THE NEW ELECTRICAL REQUIREMENTS; AND WILL BE RESPONSIBLE FOR ALL UTILITY CO. THE STRUCTURAL LOT COVERAGE CALCULATION IS ACTUAL MAXIMUM ROOF HEIGHT IS: +3-13.43 EL. COORDINATION AND PERMITS AS MAY BE REQUIRED. THEREFORE: 1,881'o / 10,018 = 18.82io LOT COVERAGE IN COMPLIANCE. Og EXISTING GAS METER TO REMAIN. GENERAL CONTRACTOR TO DETERMINE IF HTE SERVICE SIZE AND METER ARE TO BE UPSIZED; AND WILL BE RESPONSIBLE FOR ALL UTILITY CO. COORDINATION AND PERMITS AS MAY BE REQUIRED. 10. EXISTING WATER METER TO REMAIN. GENERAL CONTRACTOR TO DETERMINE IF THE METER 15 TO BE UPSIZED AS MAY BE REQUIRED; AND WILL BE RESPONSIBLE FOR ALL UTILTY CO. COORDINATION AND PERMITS AS MAY BE REQUIRED. �8" f AP /-12" LP � � a N O` o 1124 MAP I I 16" FIR I ' I I I I II PROPERTY LINE I o S89°07'10"E 143.51' 52.6' 37.1' 7.5' SIDE _ / I / SETBACK BUIL-0 -ING T / I SETBACK I2 348.75' I 14. I 4. I I � I i QI . z o I18" IMAIJ p I I „ MAP II. I 30 14" CCp R I I I I I 14. i I I I � I I I I j I TBM-B: of I I I _ I ELEV=349.22, I LOT 8 101048 SQFT I / / 28 MAP I I EXIST. SEWER G.O. I 13. I r .rI oilI �26" ES, LEGEND: I1. DEMOLISH EXISTING FENCE POST AND WIRE FENCING IN ORDER TO ACCOMMODATE THE LAYOUT FOR NEW STAIR NO. 2. SEE FLOOR PLAN FOR DIMENSIONS. 13. EXISTING SIDE SEWER. G.C. TO VERIFY LOCATION, MOVE EXIST. CLEAN OUT AS MAY BE NECESSARY, AND CONNECT HOUSE SANITARY LINE. G.C. TO VERIFY IF HOUSE OR SIDE SEWER LINE NEEDS TO BE UPSIZED FOR THIS PROJECT. 14. NEW CONCRETE PAD AND FOOTING a NEW STAIR LANDING AND a BOTTOM OF STAIR PER STRUCTURAL DRAWINGS, 15. (SPARE) 16 (SPARE) 1�. (SPARE) 1 O 1 O h� .............. .............. ................... ......................................... ................... BUILDING ,1��...:...:...:...:.:...:...:...:.....:...:...:.::.:. I:.:.:..:.:.:.::.:.:.. #18418 . X .........O':::'::'::'::':'::'::'::'::':'::' .. ................................::.::::::::: .. �.. ................. ................... ................... PEAK=366.54' ...... .. ................... .................. \ x OH \ s :: : ONTBM--A: ........... : \ :..:ELEV:=.34:4.:40.:...................... .i1 /. 7�, `<<. L. L L , c .G ' 53.8' N� <' '! I .. 1 /'L 1 .1 . .. . . . . .................. ................ . . .•. . •. . •.•. .•. .•. . •. . •.•. . •. . •. . .•. .•. . •. . •.•. .•. . •. <. .. / 1 / 'L f ..• 1 `<. c 4 / I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < LI ! T , . '4. /. L 348.85' L I . ,. \ < . LI 1 G < L L < L I c I L < / 1 a < .t4 . < 0. ................ zl LI c. 1-4 k�• I '�.•. 1, EXISTING k6:i.. GONC. DR E5 <. 1 I yk ' < G / D�.'. .. ... .'. .'. .'. .'. . . . .' '.' '.' '.' '.' '.'.'.'.' 1 1TO REMAIN - NO CHANGE L < i� w N w j' 1. PEAK=35$.84'� O. \/ 1 O /. LL 1 L < 1 • I '/ 00 i N JW Q W /L < 1LL., L L <' c 1 1 / t < 1. L L .. <. I .................. ................. W LJ W II W / <' 1. `� E I c� $ �'Q< / ... ... ... ... ... ... 41 <4 k`� w w 0 O f . I \ 1 ................. L'.:::.....:..:..:.:..:.... . '� >° z O J O J d' O � X O' .W Z I ..................... w I I W w J .-1 Q� J LO ........... . . oL °� II a W 6. 3= �-- ..�..... . c~n :..:..:..:.:..:..:...� ....:...:..:..:.\..... . oI I ............... .................. � w F- Lr) g w <� \ 10. ® - I .. . .................... � 06 ..................... °�mo .. ........... K. I:' wz 0 -j 11 Q i k I O W I O z '� C4NC- BLOCK .... . ......... ..... � _ O O I .. RET. WAE�...... . N Gw T. CALCULATION f RECTANGLE �. _ .' . . '............ ....... .. lil O CoZ ` N _ W I .. . . . . . .... . . .. . . . . .. . ... . HT. CALCULATION. \ o . ................. ............... RECTANGLE i k , EXISTING LINE OF UPPER I o L I O � ........ III I FLOOR ABOVE. cn O ................... ............. . O 1. o o 25.0' \ 25 0� ......... . 3 0.35' co Z I so 1I;I . RO.W . . . FRONT SETBACK ND 7-EW 10' x 12' STORAGE �50 349.85' I ............... ............... SHED ON 12' x 12' GONG. 8 PAD. STIRLING GABLE 7.5' SIDE , 7.5' SIDE 3. I O .................. .............. . MODEL AS MANUF. BY SETBACK 6.7 EXIS NG = �'o• BACKYARD PRODUCTS C SETBACK 36.0' _J � �vV N89°07'10"W 143.56'........ . PROPERTY LINE 22" TWIN CON I 0 Z E N N N N N N N N N N N N N A Q -) -1 Q � "t N o It N N Y ULu Q Lu U z Lu U z Lu z QzQ a � m Z) oogoLu O � � F U-) Q Y U H W O U UUzLL o U Q coQ c�t�a z z Lu -j z Lu C7 z Lu (D w w U Q Q aaaaaa J L 0 O (V O L 00 m v p� a o L U c z =� 0 W Q -0 W N C I� LO N (0 ru ru L ~ U z : a L 0o L U � o U) �O�L z� O UU �u- E ' z w D 0 �o a z J L z � Lu O � z OL _j �z L z > Q L J 0 � Lu Lu E- Irr--^^-I I ^^ rr-I ( Vl l N c) O N O w O N z � ON (y) Q G: O z z z w a o a a SHEET NO. A-1 SITE DEVELOPMENT PLAN SCALE: 1/8" = 1'-0" 1 12. (i) I I I I I I I I I I I I I I I I I I I I -------- ------------------ IL w IL_-- JI I II II III �� I -F I I I I I LL = J L _J�i —� / 12. I I I 16. 15. 15. 16 •/ / \ / III I \ �coII I I I I I II Ipl �X� I +/ IIII 2 II 16 EXIST. ROi CK O/ GARAGE TO BE DEMNED. I i DN. UP O 1�- NORT WALL TYPE/SYMBOL LEGEND: NOTE: FOR ALL EXISTING APPLIANCES AND PLUMBING FIXTURES SCHEDULED TO BE REMOVED, ALL EXISTING UTILITY ARE TO BE PROPERLY CAPPED OFF AND/OR REMOVED. NOTE: IF THE GENERAL CONTRACTOR FINDS DURING THE DEMOLI- TION PROCESS ANY UNKNOWN OR UNACCOUNTED FOR STRUCTURAL ELEMENTS, HE SHALL INFORM THE ARCHITECT PRIOR TO PROCEEDING WITH THE DEMOLITION FOR DIRECTION ON HOW TO PROCEED. EXISTING EXTERIOR PERIMETER WALL TO REMAIN. EXISTING INTERIOR WALL TO REMAIN. WHERE ADJACENT WALL SURFACES ARE TO BE MODIFIED, PATCH IN NEW WALL SURFACES TO FLUSH JOIN WHERE INDICATED AND MATCH FIN. TEXTURES. C EXISTING EXTERIOR/INTERIOR WALL TO BE REMOVED TO EXTENT INDICATED. SEE NOTE ABOVE REGARDING EXISTING UTILITIES. D101 DOOR SYMBOL. SEE DOOR SCHEDULE, SHT. A-S FOR ALL REQUIREMENTS. WINDOW SYMBOL. SEE DOOR SCHEDULE, BHT. A-S FOR ALL REQUIREMENTS. 1 4 M O 2 ELEV. NO. - SEE FIN. SCHED., INTERIOR ELEVATION 3 ROOM NUMBER - SEE FINISH SCHEDULE. DEMOLITION PLAN KEYNOTES: O EXISTING ROOF LINE, FASCIA LINE, ROOF RIDGE, OR HIP LINE ABOVE TO REMAIN, O EXISTING MASONRY FIREPLACE TO REMAIN. O EXISTING DOOR TO REMAIN. O EXISTING WINDOW TO REMAIN. O EXISTING PLUMBING FIXTURE OR APPLIANCE TO REMAIN. O EXISTING CABINETRY OR MILLWORK TO REMAIN, O EXISTING SHELF AND POLE AND CLOSET HARDWARE TO REMAIN. O EXISTING STAIR, FRAMING, FOUNDATION, AND RAILING/ HANDRAIL TO REMAIN, O EXISTING STAIR, FRAMING, FOUNDATION, AND RAILING/ HANDRAIL TO BE REMOVED. 10. EXISTING WOOD -BURNING, MASONRY FIREPLACE TO BE MODIFIED SUBJECT TO FEASIBILITY AS DETERMINED BY GENERAL CONTRACTOR BASED ON ARCHITECT'S DESIGN. 11. EXISTING CONCRETE GARAGE SLAB - VERIFY EXISTING CONDITIONS ARE CONSISTENT W1 NEW STRUCT. DTLS. 12. PORTION OF EXISTING ROOF EAVE, GUTTER, AND ROOF FRAMING TO BE REMOVED, SEE NEW ROOF PLAN AND BUILDING SECTION "A" FOR CURRENT WORK SCOPE THIS PROJECT. 13. EXISTING DOOR AND FRAME TO BE REMOVED. 14. EXISTING WINDOW AND FRAME TO BE REMOVED. 15. EXISTING PLUMBING FIXTURE OR APPLIANCE TO BE REMOVED, AND ALL UTILITY LINES TO BE PROPERLY CAPPED OFF OR REMOVED. 16. EXISTING CABINETRY OR MILLWORK TO BE REMOVED. I�. PORTION OF EXISTING PERIMETER WALL TO BE REMOVED FOR THIS CURREMT PROJECT. SEE NEW FLOOR PLAN AND SCHEDULES. lg PORTION OF INTERIOR WALL TO BE REMOVED. GENERAL CONTRACTOR TO ADVISE ARCHITECT IF ANY UNKNOWN STRUCTURAL ELEMENTS ARE DISCOVERED PRIOR TO REMOVAL. ALL UTILITY STUB -OUTS ARE TO BE PROPERLY CAPPED AND/OR REMOVED AS MAY BE REQUIRED, 19, EXISTING TANKLE55 W.H. LOCATION. G.C. TO COORDINATE REQUIREMENTS FOR ANY DESIGN/BUILD MODIFICATIONS TO SYSTEM AS MAY BE REQUIRED FOR THE EXPANDED FLOOR AREA, 20. PROVIDE TEMPORARY SUPPORT AS REQUIRED BY CODE AND BEST CONSTRUCTION PRACTICES DURING DEMOLITION TO INSURE STRUCTURAL INTEGRITY AND SAFETY ON THE JOBSITE AT ALL TIMES. N N N N N N N N N W N O O O N E N N N N A Q —) —1 Q � 1- N o 't Y N N ULu Q QZQ U U a m z z z c� Z) °Ogu-Lu O ° � F- Q Y U O L U U U Q m Q W U U z cat) a a F- U U z z z z z -j (D w w U Q Q aaaaaa O N 12 N W O 0 � � z O (n N M Q G: O W z a z E- o co a OVERALL 11 -4 I/a 1S -1 1&-4 1/2 4'-0" 2 3/41I L A 3 A-3 ' NEW STAIR NO. T I IN 1- 7 T_ I I I 1 La UP I I I I 1 23. �JRgi.S° 1 0 1 \ W104 3 3 UJ105 1 1T\ RELOCATED EXIST. 1 / EXIST. FINISH O SK O SL. GL. DDDR D1O3 O \ oo 00M � NEW BATH & 11 BED m N NO. 1 � LAUNDRY , of ° A-4 \ 10 1S 1� ONE -HOUR RATED W10 l05 \ \ 1 3 D110 1 NEW TOILET �� ° eT. 5E �� 12. 4 z N TUB CT PE UL DES. NO/ U30�. ``1 10� \ I '' i I 1 3 F.O.S. D109 -10 v4 -4 v-1 4 N 0 1 K DIFIED LL WC I /GARAGE C O�ET HALLWAY l03 pion / \` \ \ X I-&T. --OFF I T­ 109 LINE ABOVE. \ UP A. U. CLOSET \ x v z4 vv 0 LLI 1 12. BEDROOM `LOWER\ LEVEL ONE -HOUI�RATED N O. 2 FAMILY ROOM FLR./ CLN. AoNST. 5ETWEEN GAR GE 104 108 EXIST N\G AND HOUSE PEgJL UP \ FIREPLA�E_ DES. NO. L510.2 \ SUBPANEL / / ENTRY/ STIAIR, D101 \ \ D104 :::...........: FINISH UJ103 UJ102 I I Wlol I UJ10� \ j \ \ O O oN 0 \ \1 DA HEED LINE OF STAI uPER FLOOR ABOVE. N. EXIST. / z NO. 1 z 77 77 / _12 f_:6wm- - a-- _ \ \ X X O O 19'=9 3/41I �'-4 3/4'' ui 13'-8 1/8" '� _'� -T 1/ZII LL 1'-9 1/21' 0 EXISTING STRUCTURE 3'3'-10 5/0I' 14'-7' NEW CONSTRUCTION �? 53' -10 5/c5" FI af 15i FINISH NORT SCALE: 1/4" = 1'-0" WALL TYPE/SYMBOL LEGEND: NOTE: FOR ALL EXISTING APPLIANCES AND PLUMBING FIXTURES SCHEDULED TO 5E REMOVED, ALL EXISTING UTILITY ARE TO 5E PROPERLY CAPPED OFF AND/OR REMOVED. NOTE: IF THE GENERAL CONTRACTOR FINDS DURING THE DEMOLI- TION PROCESS ANY UNKNOWN OR UNACCOUNTED FOR STRUCTURAL ELEMENTS, HE SHALL INFORM THE ARCHITECT PRIOR TO PROCEEDING WITH THE DEMOLITION FOR DIRECTION ON HOW TO PROCEED. EXISTING EXTERIOR PERIMETER WALL TO REMAIN. .......... ... EXISTING INTERIOR WALL TO REMAIN. WHERE .............. ADJACENT WALL SURFACES ARE TO 5E MODIFIED, PATCH IN NEW WALL SURFACES TO FLUSH JOIN WHERE INDICATED AND MATCH FIN. TEXTURES. C EXISTING EXTERIOR/INTERIOR WALL TO 5E REMOVED TO EXTENT INDICATED. SEE NOTE ABOVE REGARDING EXISTING UTILITIES. NEW 2 x 4 OR 2 x 6 STUDS 6 1ro" O.C. W/ SHTG. AND FINISH MATERIAL PER SCHEDULE. Dlpl DOOR SYMBOL. SEE DOOR SCHEDULE, SHT. A-0 FOR ALL REQUIREMENTS. WINDOW SYMBOL. SEE DOOR SCHEDULE, SHT. A-S FOR ALL REQUIREMENTS. 1 411"I O 2 ELEV. NO. - SEE FIN. SCHED., INTERIOR ELEVATION NO WALL NUMBER INDICATION FOR EXIST. RMS. TO 3 REMAIN WITHOUT CHANGE - N.I.C. ROOM NUMBER - SEE FINISH SCHEDULE. FLOOR PLAN KEYNOTES: 1\ EXISTING ROOF LINE, FASCIA LINE, ROOF RIDGE, OR HIP LINE ABOVE. SEE ROOF PLAN, SHT. A=4 FOR MORE INFO, ONEW ROOF LINE, FASCIA, ROOF RIDGE, OR HIP/VALLEY LINE ABOVE. SEE ROOF PLAN, SLIT. A-4 FOR MORE INFO. 3\ EXISTING EXTERIOR STAIR AND RAILING SYSTEM TO REMAIN. OEXISTING INTERIOR STAIR AND RAILING SYSTEM TO REMAIN. ONEW EXTERIOR STAIR AND RAILING SYSTEM. SEE EXTERIOR ELEVATIONS AND DETAILS. VERIFY TOTAL FLR/FIN. PAVING HT, TO ESTABLISH STAIR RISER HT, OEXISTING STONE VENEER WAINSCOT AT EXTERIOR WALL FACE TO REMAIN. OEXISTING FORCED AIR UNIT. OEXISTING CMU FIREPLACE, STONE FACING, AND MANTLE -0 REMAIN. OALIGN NEW 2 x ro PERIMETER WALL STUDS WITH OUTSIDE FACE OF EXISTING WALL STUDS, 10. ALIGN NEW 2 x INTERIOR WALL STUDS WITH FACE OF EXISTING INTERIOR WALL STUDS TO REMAIN IN PLACE, 11. NEW 5ROOM-FINISHED CONCRETE PAVING AT EXTERIOR AREAS AS SHOWN. SEE SITE PLAN SHT_ 4-1. 12. EXISTING SHELF AND POLE TO REMAIN. 13. NEW SHELF AND POLE WITH LAYOUT PER INTERIOR ELEVATIONS. OWNER'S OPTION TO PROVIDE PURCHASED CLOSET SYSTEM. 14. LINE OF NEW CEILING SOFFIT. SEE REFLECTED CEILING AND LIGHTING PLAN. 1 TILED SHOWER FLOOR AND WALLS TO SE INSTALLED OVER SCHLUTER OR WEDI FUNDO WATERPROOFING SYSTEM PER MANUFACTURER'S INSTRUCTIONS, AND PER ARCHITECT'S DETAILS. 1�. PROVIDE LINEAR SHOWER DRAIN PER ARCHITECT'S DETAIL. 1 PROVIDE EXHAUST DUCT FOR DRYER UNIT TO AN EXTERIOR WALL. 1�. SEE APPLIANCE AND PLUMBING FIXTURES LEGEND, SHT_ A-T, FOR ALL KITCHEN/UTILITY APPLIANCES, AND ALL PLUMI5ING FIXTURES. 1�. NEW TOILET AND NEW MASTER BATH TO 5E PROVIDED WITH A CEILING MOUNTED EXHAUST FAN WITH DUCTED OUTLET TO THE R00F 0R OUTSIDE WALL. SEE REFLECTI-D C1-ICING AND LIGHTING PLAN FOR SWITCHING REQUIREMENTS. 20 NEW COUNTERTOP AND CABINETRY ABOVE OR BELOW. SEE INTERIOR ELEVATIONS FOR LAYOUT. 21. NEW PENINSULA COUNTERTOP. SEE INTERIOR ELEVATIONS FOR CABINTRY LAYOUT AND DETAIL REFERENCES. 22. (SPARE) 23. ALL NEW 2 x (o STUD PERIMETER WALLS AT CONDITIONED SPACE TO E3E FILLED WITH R-IS 13ATT INSULATION TO MEET ENERGY COMPLIANCE STANDARDS. 24. (SPARE) 24. (SPARE) W N N O N N 0 N N N 0 N N N 0 N N N g a Q Q Q z ^ �O IT ,--i N , -i O N IT . -i N N > Y U J U U a U U > Q a m z z oogoLu z z � � O U1 OOU.)�U w Q Y W o0O0Q�z U �? z m Q J LL 1-- J) U a U zzJ(D(3 w w w w U Q Q a a a Q a a J w 0 0 o 0 W m a) p� a -0 E w U Lo 0 u U z 0� 0 W 0 w� N N U-) Lu W a, U ro z _0 fu I..L a fu w 0o w U �' °' o V) �O�L z� fu O U U � LL E- z w� 0 �0 a zz Q Q J r ^ 0 w 00 OJ 0 i L z Jw W> W i Lu p;6 LU J J 0 � °C z ww w W �0 w III F N N O W o NCD z Lf) M Q 44 o W z z wPIP a SHEET NO. LOWER LEVEL FLOOR PLAN R (1(1F PI AN KFVN(1TFS• I NOTE: DASHED LINES BELOW THE ROOF PLAN INDICATE THE LAYOUT OF WALLS, DOORS, WINDOWS, AND OTHER FEATURES. SEE SHT, A-3, FLOOR PLAN, FOR ADDITIONAL I- V- ( V LA T W-< 1 HIC.1C HIPPED END OF NEW ROOF AT EXPANSION OVER EXISTING I 1 1 GYPSUM BOARD (UL TYPE SCX) GARAGE AND ROOF DECK. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING BUILT OVER EXISTING ROOF. O3 2 x 4 STUDS Q 1(0" O.G. 12. (SPARE) NEW COMPOSITION SHINGLE AND UNDERLAYMENT TO BE PROVIDED FOR THE ENTIRE ROOF - OWENS CORNING, 2'-O" EXISTING "SUPREME" FIBERGLASS -BASED ASPHALT SHINGLES, ................................................................................................................................................................................................................ . K_V EA�N. BROWNWOOD COLOR, WITH 5-5/0" EXPOSURE; AND ICE 8 xmv v v WATER BARRIER UNDERLAYMENT AS RECOMMENDED BY ................................................................................................................................................................................ - - - THE ROOFING MANUFACTURER. i NEW G.I. VALLEY FLASHING PER ROOFING MANUFACTURER'S 3 1/2" GLASS FIBER BATT / t --- RECOMMENDATIONS AND DETAILS; PAINT TO MATCH INSULATION IN CAVITY. ---- ---- _ _---� - -- - �, ®®®„®„® ROOFING COLOR. � I J r __ III �%A Ili iI ALL EXISTING GUTTERS AND DOWNSPOUTS TO BE REPLACED UL DESIGN NO. U305,�- -��� I� -- -- \` a -a • o �_�_ ` /�� 2. O IF NECESSARY WITH NEW, PAINTED, GALVANIZED SECTIONS TO (1) LAYER 5/0THICK Il �i � i i � � �� ---- ----_� / /u \\ _� // MATCH NEW SECTIONS. NEW DOWNSPOUTS TO TERMINATE AB . FIRE RATING: 1 HOUR SCX GYPSUM BOARD (UL TYPE IIIIIII II j �+ o. LJ '=;�� ;� ;;', �/ % �, �� NEW CONCRETE SPLASH BLOCKS TO MATCH EXISTING. W E N N N N N O N N N O N N N O N N N N A Q � Q 2: N o 't N N Y ULu Q Lu U z Lu U z Lu z QZQ a � m Z) 0Og0w a O ce � � Q Y U W 00 U u U v Q zLL m Z Q a Z Z Luz Lu (7 z Lu (D w w U Q Q aaaaaa STC: 34 II , / �/ / �1 „, -� r�;.=�) = ?��/ z\� IIIIIII O EXISTING MASONRY FIREPLACE CHIMNEY TO REMAIN. J �� �z� PROVIDE NEW FLUE EXTENSION AND SPARK ARRESTOR FOR W SOUND TEST: RAL-TL-11-130 �IIjl�1 I� I�{� "° L J° \���/ '�� '�� MODIFIED FIREPLACE AT UPPER LEVEL, CHANGED TO �n - �� GAS -BURNING, DOUBLE -SIDED FIREPLACE. SEE FLOOR 0 SYSTEM THICKNESS: 4 3/4 1 irk\ -- F== ��JI _ 0�/ ` '�� - PLAN. 0 � F-� 1 , co Ic'� / ;< / NEW 5: 12 RF. SLOPE cal EX. 5: 12 RF. SLOPE `� L-J ° L J / 0 X ��� �� -- �� O NEW SHEET METAL ROOF FLASHING AT CHIMNEY AS W 00 ONE -HOUR RATED WALL CONSTRUCTION SCALE: 1-1/2"= 1' 1 c — ��� REQUIRED. PAINT COLOR TO MATCH ROOFING. � / NEW ROOF RIDGE ��\ ��� E ASSUMED SPACING OF EXIST. FO!\:!]! 13. �1� O9 WHILE THIS ARCHITECTURAL ROOF PLAN DOES NOT SHOW THE w 0 WOOD I -JOISTS. i SIZE AND LOCATION OF ROOF PENETRATIONS FOR VENTING, cn 1 �� i THE CONTRACTOR SHALL BE RESPONSIBLE U RID EXHAUST, ETC., = 0 LUXURY VINYL TILE ��,� �- �_ _ 1 ``� FOR ROUTING OF ALL PENETRATIONS, AND FOR PROPERLY z o PLANKING PER FIN. SCHED. c c �� III III ��� �<{ - �� z III --- FLASHING AND SEALING SUCH PENETRATIONS -BOTH Lu E N L J I/ -(� \ EXISTING AND NEW. PAINT TO MATCH ROOFING. Q w I �� <fu LLI�1 _ O }{� LEII _ 10. Ln ROOF ATTIC VENTS TO BE SIZED TO MEET REQUIREMENTS OF ~ „ � � w �� II � � I'i i St.4tE AND LOCAL CODES. PAINT COLOR TO BE SELECTED � N V z 3/4 USG LEVELROCK co -- l� �. I BY ARCHITECT AND OWNER. LJJ -p �� Dill � O � I I II � � IST. 5:1 z 11. (SPARE) c: BRAND 2500 SERIES u� � � 1 11 I ik I I O � � aru UNDERLAYMENT. I- I SLOE J W W = c IIIIII I'� '� -}-� z I { 12. NEW DECK, STAIR LANDING, AND STAIR BELOW. SEE FLOOR ED U w 1/0USG LEVELROCK BRAND �Q � I �� , I �� � J �' O PLAN AND EXTERIOR ELEVATION DRAWINGS FOR LAYOUT m 5AM-N12 SOUND ATTENUATION IIIIIII I I �� , O (� IIIIIII z xLLI 0 00 0 3/4" THK. T 4 G PLYWOOD +\� �~ I �» {i � ��,� --- = 13. NEW SOLATUBE 290 DS, LOW -PROFILE, SELF -FLASHING, UNIT U U T-i U- PER STRUCT. DWGS. / O FOR HARD CEILING, INTERIOR TERMINATION. SEE MANUR E-' z RECOMMENDATIONS FOR FLASHING AND WATER -PROOFING w EXIST. 11-1/5" WOOD I -JOISTS. REQUIREMENTS. D VERIFY SPACING. (SPARE) a X O 3 1/2" UNFACED GLASS FIBER Lu INSULATION. = II I 15. (SPARE) ::::: UL DESIGN N O . L570.2 25 GA. RESILIENT CHANNELS SPACED 1(" O.C. (SOUND: � TESTED W/ RC DELUXE) lO 6. O O(D . FIRE RATING: 1 HOUR :::d:: (2) LAYERS 5/5" USG : STC: 59 SHEET -ROCK BRAND + c... NORT:::::::::::.:::. SOUND TEST: H5048.02 ECOSMART PANELS ;a:;:7::::: �Q F1REGODE X (UL TYPE ULI ). ..C. ..'...... L.. SYSTEM THICKNESS: 1'-4 3/32" (APPROX.) 1-HOUR RATED FLR./CLG. CONSTRUCTION SCALE: 1-1/2" - 1'-0" Z ROOF PLAN SCALE: 1/4" = 1'-0" 1 BLDG. SECTION KEYNOTES ................... ... NOTE: 4 x 4 POST ATTACHED 4 x 4 POST ATTACHED TO cr STAIR TREAD. SEE EXT. EL. THE LANDING GUARDRAIL TO STAIR TREAD OR 1. FLOOR INSULATION SHALL IN INSTALLED TO MAINTAIN L::::::::::::: SHALL CAPABLE OF DECK LANDING. SEE PERMANENT CONTACT W/ THE UNDERSIDE OF THE SUBFLOOR:::y`*:: FOR SPACING. ( U......:::t`?::<r: WITHSTANDING A FORCE EXT. EL. FOR SPACING. DECKING. INSULATION SJPPORTS SHALL BE INSTALLED SO a� PAINTED, 1 1/2 DIAM. STL. OF 200 LBS AT ANY POINT SPACING IS NO MORE THAN 24 O.G. FOUNDATION VENTS N HANDRAIL AND HARDWARE IN A DOWNWARD OR PAINTED, 1 1/2" DIAM. SHALL BE PLACED SO THAT THE TOP OF THE VENT IS ATTACHMENT TO POST. OUTWARD FORCE. STL. HANDRAIL AND BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. ` `�` � ~' HARDWARE ATTACHMENT S.S. GABLE SYSTEM TO POST, 2. PER WA STATE R402.2.9 SLAB -ON -GRADE FLOORS: RAILING, MAX. 3 1/2" O. O THE MINIMUM THERMAL RESISTANCE OF THE INSULATION 2 x 4 FLAT, 2 x 4 VERT. AROUND THE PERIMETER OF UNHEATED OR HEATED AT TOP RAIL. SLAB -ON -GRADE FLOORS SHALL BE R-10 PER TABLE R402.1.1. THE INSULATIOLN SHALL BE PLACE ON THE OUTSIDE OF THE FOUNDATION OR ON THE INSIDE OF THE FOUNDATION WALL. THE INSULATION SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR A MINUMUM :::......:: DISTANCE OF 2' OR TO THE TOP OF THE FOOTING; AND EXIST. 2 x RF. RAFTERS HORIZONTALLY TO THE EXTERIOR FOR A DISTANCE OF 2'. 24'' O.C_ W/ 2 x (o COLLAR INSULATION EXTENDING AWAY FROM THE BUILDING SHALL TIES 4'-0'' IN LENGTH. 5 ROOF SLOPE BE PROTECTED BY PAVEMENT OR BY A MINIMUM OF 10" OF N 12 +374.45 SOIL. No MAXIMUM ALLOW RF. IHT. M EXI&T 3 \\ _ EXISTINC•c ROOF RIDGE �X � O EXIST. 2 x E? HIP 5M. uj 5EYOND m EXIST. 2 x (o R.R. 5Ei OND ) 32" O.C. 1 -11" TS EXIST. ATTIC PLATE HT. V ,,^^ - ) 11" NEW NEW HALL CLST. - UPPER FLOOR WALL (NET) - WINDOW \ �_- —PROJECTION �E�I OND. O Z 0 (NET) BATH EXIST. z 0 W HIGH EXIST. WINDOWS. I—l0 EXT. WALL_" ALL EXIST. ENTRY' Lu z +359.22 EXIST. DOOR, SIDELT. +359.22 U UPPER LEVEL FLR. LINE ENTRY UPPER LEVEL FLR. LINE LJ,J • Cn U J RAILING, MAX. 3T1/2" O.G. NEW NEW MTL. STAIR z ° BATH/ RAILIN. +354.21 = Q �z w 1 x TREX DECKING. NEW 2 x LAU N D ENTRY STAIRANDIN } - STJD WALL HALL F>-R. LINE a Z O 2 x 6 FLR. JSTS. AT 24" - a - - - - O.C. PER STRUCT. DWGS. IIIIIII III -III -III —I XIST. CONC. J II III -III -III ENTRY STAIR 0 I ---I 2 x WD. STARTER STRIP �350.�� R-21 THERMAL %' a l II I I a l l l-III III —I �350.�� U r BATT INSJL. III III III=III FOUNDATION. w 0 w - FLUSH TO TOP OF LOWER LEVEL FLR. LINE - II -III- - LOWER LEVEL FLR. LINE a DECKING. = III1= = H - L.L W - - - - - - - - - - -- - -- -- - - --- -- -- - - - -- _ 4 Q �—� �� i i i—i —i i— i— i i— i— i—i i—i —i i—i—iTi—i Tl—i i f—Ti I —I i T—I i i—iTI—TI i—i I1—i i T—i T T T Ti7-1 ii i l i—I -i I� a a III _I L, III—III—III—III—III—III—III—III—I—IIII- a Q x S FLR. BM. PER —11I - II —I II —I II —III —II I —III —III —III —I III —III —II I—III—III—III—II1-1II -III=III-1I I —III —III —III I1- III —III —II III —III —III —III- AVE. ORIGINA GRD. a STRUCT. DWGS. -III—III—III—III—III—III—III—III—III—III—III—III—III—III=1 i I- I I 1=1 I I —III —III —III —III —III —III —III —III —III —III —III —III- ' = —III—III—III—III—III—III—III—III— "-1- = —III—III—III—III—III—III—III—III- I' a —' I —III —III —I I I —I I I —I I I—III—IIIII, 1-1 1-1 1-1 I- A,, 1 x RISER CLOSER. 2 x 12 STAIR STRINGER III-III-III-III-III-III- W/ SIMPSON LSCZ 2 x 12 TREADS W/ EASED, ADJUSTABLE STRINGERCONNECTOR. EXPOSED CORNERS. 2 x 4 P.T. SILL PLATE W/ 2 x 12 TREADS AND MIN. (3) SHOT PINS TO RISER PER DTL. 3/A-4 N 12 O N O W 0 � z Q a; o z z z cw a o a � a CONC. SLAB. x & POST BEYOND SHEET NO. 2 x 12 P.T. STAIR STRINGER PER STRUCTURAL DWGS. EA. SIDE AND AT CENTERLINE 4 SIMPSON TASZ ANGLE EA. SIDE OF EA. STRINGER. A-4 THICKENED CONC. S STAIR BOTTOM 11/2" = 1'-0" 4 STAIR LANDING 11/2" = 1'-0" 3 " BUILDING SECTION A SCALE: 1/4" - 1'-0" 1 MAXIMUI"I ALLOW RR HT_ - +373.43 EXISTING ROOF RIDGE I � I PLATE HT. 12 19. +35e.22 UPPER LEVEL FLR. LINE 18. +354.21 ENTRY STAIR LANDING FLR. LINE - I�. +350.4� J LOWER LEVEL FLR. LINE I• AVE. ORIGINAL GRD / J10 O C 11. 20 2(0 _ 22. EAST EXTERIOR ELEVATION SCALE: ,< -, o to MAXIMUM ALLOW RF. HT. +3T3.43 EXISTING ROOF RIDGE 11. 1 PLATE 1-4fi. - �i � 13. 19 +359.22 Y UPPER LEVEL FLR. L INE +354.21 20 ENTRY STAIR LANDING SLR. L INE +350.4�0 LOWER LEVENl FLR. A+349.45 14. AVE. ORIGINAL GRD, 15. I I I I EXT. ELEVATION KEYNOTES: OEXISTING ROOF RIDGE W/ NEW COMPOSITION SHINGLE RIDGE GAP AND DETAIL PER MANUFACTURER'S RECOMMENDATION. SEE ROOF PLAN FOR MATERIAL SPEC. ONEW LOUDER ROOF RIDGE AT EXPANDED LIVING AREA. NEW ROOFING PER NOTE NO. 1 ABOVE. O3. CSP4RE) ONEW ROOF VALLEY AT ROOF AT MODIFIED AND NEW LIVING AREA. SEE ROOF PLAN FOR ROOFING MATERIAL SPEC. O5 (SPARE) OEXISTING WOOD FASCIA BOARD, PROVIDE NEW DRIP FLASHING PER DETAIL. PREP AND PAINT AS REQUIRED. ONEW WOOD FASCIA BOARD TO MATCH EXISTING. PROVIDE NEW DRIP FLASHING PER DETAIL, PREP AND PAINT 45 REQUIRED. O (SP4RE) 9O EXISTING CMU FIREPLACE CHIMNEY WITH EXISTING STONE VENEER TO REMAIN. 10 PROVIDE NEW SPARK ARRESTOR AT MODIFIED FLUE AS MAY BE REQUIRED 45 PART OF THE MODIFICATION OF FIREBOX AT UPPER FLOOR LEVEL FOR GAS -BURNING, DOUBLE -SIDED FIREPLACE CONVERSION. 11. EXISTING SHEET METAL FLASHING AT EXISTING CHIMNEY TO BE REPLACED IF NECESSARY AS PART OF THE RE -ROOFING, AND PAINTED AS REQUIRED. 12. EXISTING SHT. MTL. GUTTER AND DOWNSPOUT TO REMAIN. NEW PAINT GOLOR PER ARCHITECT'S SPEG. 13. NEW SHT. MTL. GUTTERS AT NEW ROOF FASCIA TO MATCH EXISTING. SEE FASCIA/GUTTER DETAILS AND EXTERIOR ELEVATIONS FOR NEW DOWNSPOUT LOCATIONS. NEW DOWN -SPOUTS TO TERMINATE INTO EXISTING SUB -GRADE DRAINAGE SYSTEM. 14. EXISTING, RAISED CONCRETE PORCH STOOP AT ENTRY AND ENTRY STAIR TO REMAIN. 1 15. EXISTING CONCRETE STEPS AT ENTRY STAIR TO REMAIN. EXISTING METAL GUARDRAIL AND RAILING TO REMAIN. 1�. EXISTING STONE VENEER AND CAP TO REMAIN. 18. EXISTING EXT. PLYWOOD AND WC). BATTENS TO REMAIN. NEW PAINT COLOR AS SPECIFIED BY ARCHITECT. 19. HORIZONTAL WOOD SIDING TO REMAIN. PATCH AND REPAIR AS MAY BE REQUIRED FOR JOINING TO NEW OPENINGS OR NEW STRUCTURAL REQUIREMENTS. NEW PAINT IN COLOR AS SPECIFIED BY THE ARCHITECT. 20 NEW JAMES HARDIE LAP SIDING, SELECT CEDARMILL, WITH SIZE AND EXPOSURE TO MATCH EXISTING WOOD SIDING, PAINTED IN COLOR AS SELECTED BY ARCHITECT. 21. NEW JAMES HARDIE 3.5" OR 5.5" WIDE TRIM BOARD W/ WATERPROOFING AND FLASHING DETAILS 45 NOTED- PAINTED COLOR AS SELECTED BY ARCHITECT, 22. NEW MUD SILL AND PAINTED DRIP FLASHING W/ DETAILS AS NOTED AND PAINTED COLOR 45 SELECTED BY ARCHITECT. 23. NEW, EXPOSED STRUCTURAL WOOD FRAMING TO SUPPORT NEW STAIR LANDING AND STAIR. SEE STRUCTURAL DRAWINGS FOR SIZES AND DETAILS. PAINT COLOR AS SELECTED BY ARCHITECT. 24. NEW SHAPED AND DETAILED POSTS AT GUARDRAILS AND RAILINGS W/ STAINLESS STEEL CABLE AND ATTACHMENT HARDWARE PER DETAILS. CABLE SPACING SUCH AS NOT TO ALLOW PA554GE BETWEEN OF A 4" DIAMETER BALL. GUARDRAIL AND RAILING SYSTEM TO MEET CODE REQUIREMENTS FOR LATERAL RESISTANCE. 25 (SPARE) 2�o NEW SEGTIONAL GARAGE DOOR PER DOOR SCHEDULE- NEW PAINT COLOR AS SELECTED BY ARCHITECT. 2�. PROVIDE SLOPED, PAINTED G.I. FLASHING UNDER WINDOW SILL TO DRIP DTL. AT WALL EDGE AT DEEP-SET WINDOW. SEE FLOOR PLAN. (SPARE) SOUTH EXTERIOR ELEVATION SCALE: 1,4 -, o 13 I NORTH EXTERIOR ELEVATION SCALE: .,< -, o. 12 1 +3T4.45 +312.40 Y NEO ROOF RIDGE 21. 0 I PLATE HT. l� 20 24. +35c-).22 _ UPPER LEVEL 1=LR. LINE 20„ 22. \ LOWER LEVEL FLR. L +34-3.45 AVE. ORIGINAL GRD to Q EXISTING ROOF RIDGE W N N O N N 0 N N N 0 N N N 0 N N N g a Q Q Q ^ �O IT ,--i N ,--i O N IT .--i N N > Lu U z J U U a U U > Q a m z z oogoLu z z � � O U1 00� w Q Y W uu-1 U �? z m z Q LL U)a U U C7 zz (� Lu i(D(3 w w w U Q Q J L 0 O N 0 L G) Q) p� a -0 E Lul) U 0 o U z 00 0 W ID -0 w N N � r6 L u z M a L 0o L� U °' o V) z� O U U � LL E- z w � 0 a 10 U) z O Q L J Lu oC � OL oC O Luz a X L E-' L F N N CD LuO 0 N z O Cn N M Q Ri W O z z w a oa H A A tom/) SHEET NO. A-5 NOTE: SHADED RM. NO. IND IGATES ROOM W/ NO CHANGES THIS PROJECT EXISTING (N.I.G. ROOM FINISH SCHEDULE NOTE: SEE INTERIOR ELEVATIONS AND REFLECTED GE IL ING/ FINISH MATERIALS AND FINISHES LEGEND J w O N O w m p� a � E w U U 0 z co 0 W _ N 0 w i--i r6 N ro w z a m w w o 0o U Ln �z" O�L O U U �' z w 0 x 0 a 41:::;::::::::::::::::::o:;::. . :;;;.::?::::: Q.::::: :::::::::• a ::: ... 0:::: ........:: .:..::..::..::...::..::..:. L ro::. c::::::::: �: t, ::: i::::;:::: o©:: ai:: :::.;:: :.': n:::?: ....:(L3; ;:. rn... :. �:: : :. . ::::::......d...;; i s ........ �.: . .... ::::::::::::.ff1:::'S .................................................. ................................................... .................................................. ................................................... .................................................. ................................................... N N O Lll N m a � x w ■ w 77 U Z)z cn J w (D c6 w J I --I w z U are zw ~� O� w aO �oC Qw SHEET NO. ................ ............... ) —><x><>q><x><XF><x><x>< pq 7 . . .......... ><x><x><A><x><A>< ><X>< ) X><x x ro _0 1 LL 60 C) 7 A-6 15, 50 GAL, W N N O N N 0 N N N 0 N N N 0� N N N g a Q Q Q� N N > w U J � W U a W U > W � z Q J a � m z z oogo� z z � � O U1 � ����U � w Q Y � � � Q z � m � z Q � Ur Ur W � U U C7 zz�c�c� (� w w w w w U Q Q N � � N 0 W O N z � o � cn N M Q Ri o w z w a Ec) .................. ................... NOTE: SHADED DOOR NO. INDICATES EXISTING DOOR SCHEDULE: DOOR TO REMAIN - NO CHANGE THIS PROJECT. NOO. LOCATION w DOOR SIZE MATERIAL u- FRAME U- GLASS REMARKS p101 ENTRY / STAIR EXISTING DOOR - NO CHANCE 1p102 LOUDER LEVEL FAMILY ROOM ro'-O" x 6'-8" x 1-3/4" i CLEAR TEMPERED EXISTING SLIDING GLASS DOOR TO 5E RELOCATED. p103 MODIFIED GARAGE A 3'-O" x 6'-8" x I-3/4" S.C. WOOD SLAB DOOR PT. WOOD p 004 MODIFIED GARAGE B V-ro" x -l'-O" x 1-3/4" WOOD SECTIONAL PT. WOOD PT. D105 MOD. GARAGE/L.L. FAMILY RM. A 3'-0" x /0'-8" x I-3/4" S A WOOD PT. WOOD PT. DLOSING AND FINISH H< ASSEM5LRYRCOMPLETETHRESHOL 106 : F.A.U. CLOSET BEDROOM NO. 2 BEDROOM NO. 1 D109;:: .. BEDROOM NO. 1 CLOSET 110 NEW BATH 4 LAUNDRY ROOM C 3'-0" x 6'-8" x 1-3/4" S.C. WOOD STILE/RAIL PT. WOOD PT. V9 D111 NEW TOILET D 2'-4" x (o'-0" x 1-3/4" I C. STILE/RAI PT. WOOD PT. _1 112 (SPARE) DETAILS REFER TO SHEET HEAD JAMB JAMB FIN. FLR. LIN 3'-O" TYPE A SOLID CORE WOOD SLAB DOOR TYPES: 50T_ OF HDR. TYPE B p2O1) I (SPARE) D202 FAMILY / DINING ROOM G 3'-0" x 6'-8" x 1-3/4'' S.C. WOOD STILE/RAIL PT. WOOD PT. CLEAR TEMPERED D203 (SPARE) s'-O D2C CLOSET 2'-6" 3'-0" D205::: BEDROOM NO. 3 3 I/2" - CN m 3 I/2" WOOD STILE 3 1/2" - CIA m 3 I/2 WOOD STILE D20(o.: BEDROOM NO. 4 AND RAIL. AND RAIL. BEDROOM NO. 4 CLOSET 208:: D ER BEDR MAST OOMXr D20 MASTER BEDROOM CLOSET CLEAR, LE R TEMPERED = N � OD210 ED/ ATH x (o -8� x 1-3/4� WOOD PT. FINISH HARDWARE COMPLETEINCLUDING 5ARN 00 FINISHMASTER -- S LAS - - m STILE/RAILPT.WooD H14RDWARE AS SELECTED 5Y OWNER AND ARCHITECT. cn i cA D211 NEW BATH - C. - - - 2 8 x (0 8 x 13/4 S.C. WOOD STILE/RAIL PT. WOO D PT. - - �011 -' - N O m C O m LE R , TEMPERED m m m GLASS FIN. FLR LINE i - - TYPE F TYPE G NOTE: DOOR TYPE NOT NOTE: DOOR TYPE NOT USED THIS PROJECT. USED THIS PROJECT. 2'-8" OR 3'-0" 3 1/2" 3 1/2" 3 1/2" N m SECTIONAL 1r-il GARAGE DOOR. cA m O t RAISED ' - + PANELS m N 2'-2" VERIFY TYPE H SIM. m 5'-O" WIDE OPG. PAINTED DOOR _MI O g NO MIRROR TYPE H SIM. MIRROR CLOSET DOORS TRACK HDWR. TOP 4 50TTOM TYPE H NOTE: DOOR TYPE NOT USED THIS PROJECT. 2' - 4" 3 1/2" 3 1/2" 3 1/2" N = m - m N � m � t O RAISED m - + PANELS N FIN. FLR LINE i Y r rc u PROVIDE ALL EARN DOOR SLIDING HDU1R FROM REAL SLIDING HARDWARE IN 3'-3" DESIGN AND FINISH AS SELECTED 5Y ARCHITECT. IS n DP AN S R4 EEL A m = N m CONTRACTOR TO RA R PROVIDE LARGER DOOR THAN OPG. TO ACCOMMODATE THE CLEAR OPENING REQ'MTS. TYPE I 01 DOOR NOTES: DOOR HARDWARE: I. PROVIDE NON -REMOVABLE PINS ON ALL HINGES WHICH 8. DOORS BETWEEN CONDITIONED AND UNCONDITIONED NOTE: THE FOLLOWING FINISH HARDWARE LIST IS AN OUTLINE (12.) WALL -MOUNTED DOOR STOP (21.) AUTOMATIC DOOR BOTTOM ARE ACCESSIBLE FROM THE EXTERIOR WHEN THE DOOR SPACES SHALL BE FULLY WEATHERSTRIPPED. FOR THE COMPLETE DOOR HARDWARE REQUIREt-CENTS FOR (13.) FLOOR -MOUNTED DOOR STOP (28.) EXTERIOR THRESHOLD IS IN A CLOSED POSITION. WHICH THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE g. ALL DOOR TOPS AND BOTTOMS SHALL BE SANDED, FOR PROVIDING SATISFACTORY AND ACCEPTABLE TYPES, (14.) FLOOR -MOUNTED DOOR STOP W/ HOLD -OPEN LATCH (29.) HASP WITH PADLOCK 2. PROVIDE CYLINDER GUARDS ON ALL MORTISED OR RIM- FINISHED AND SEALED (U.O.N.) QUALITY, AND FINISH TO MEET THE REQUIREMENTS OF IBC, CITY TYPE CYLINDER LOCKS WHICH PROJECT BEYOND THE ORDINANCES, AND ADA REQUIREMENTS. DOOR FINISH (15J SMOKE GASKET (30.) NO KNOB AT EXTERIOR FACE OF THE DOOR. 10. TYPICAL GLAZING AT EXTERIOR DOORS SHALL BE 5/8" HARDWARE SHALL BE COMPATIBLE WITH LOCAL POLICE AND Oro.) WEATHER STRIPPING (31.) "EXIT" SIGN ON DOOR INSULATED, TEMPERED GLASS PER IBC APPLICABLE FIRE STANDARDS AND SYSTEMS. VERIFY REQUIREMENTS. 3, PROVIDE STRAIGHT DEADBOLTS WITH A MINIMUM THROW CODE SECTION. (1-1.) CANE BOLT Na" LONG) AT INACTIVE LEAF (32) "NOT AN EXIT" SIGN ON DOOR OF ONE INCH AND MINIMUM IMBEDMENT OF 5/S" INCH INTO 0.) PANIC HARDWARE THE HOLDING DEVICE RECEIVING THE DEADBOLT AT 11. ALL EXTERIOR DOOR HEADERS SHALL BE PROVIDED (2.) ALARM PANIC HARDWARE (Ia.) FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF (33) "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS EXTERIOR DOORS. W/ MINIMUM R-10 INSULATION, PER WA STATE ENERGY (1J.) FUSIBLE LINK AND ALARM CONNECTED TO BUILDING FIRE HOURS" SIGN ON DOOR 4. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM THE CODE SECTION TABLE 402.1.1(m). (3.) SELF -CLOSER (EACH LEAF IF A PAIR OF DOORS) ALARM SYSTEM. (34) "EMERGENCY EXIT ONLY" SIGN ON DOOR (4.) FLOOR CLOSER INSIDE WITHOUT THE USE OF A KEY, ANY SPECIAL KNOW- 12, NEW DOORS MUST HAVE AN AREA WEIGHTED AVERAGE (20.) ASTRAGAL WITH COORDINATOR (35.) MAGNETIC HOLD OPENS - CONNECTED TO BUILDING FIRE LEDGE, OR EFFORT, U-FACTOR OF LESS THAN OR = 0.30. (5.) LOCKSET ALARM SYSTEM (21.) DOOR ALARM 5. THE ACTIVE LEAF OF A PAIR OF DOORS SHALL HAVE (6.) LATCHSET (3ro.) ACCESSIBLE RESTROOM SIGNAGE. REFER TO METAL FLUSH BOLTS THAT IMBED MIN. 5/8" INTO THE HEAD (22.) SINGLE DUMMY KNOB TRIM W/ ROLLER LATCH ACCESSIBILITY NOTES AND DETAILS AS MAY APPLY AND THRESHOLD. Cl.) PRIVACY LOCK (23.) PROVIDE FLUSH DEADBOLTS AT HEAD AND THRESHOLD (3-1.) DOOR VIEWER (o. PROVIDE 1-1/2 PAIR OF HINGES AT SOLID CORE INTERIOR (S.) KEY -OPERATED DEADBOLT AT INACTIVE LEAFS DOORS, AND 1 PAIR OF HINGES AT HOLLOW CORE (9.) THUMB -OPERATED DEADBOLT (24.) GRAVITY HINGES INTERIOR DOORS. (10.) PUSH AND/OR PULL PLATES (25.) ROLLER LATCH 1. ALL DOOR GLAZING SHALL BE TEMPERED GLASS. (11.) KICK PLATE EA. SIDE OF DOOR, U.N.O. (2ro.) DOOR BOTTOM NOTE: SHADED WINDOW NO. INDICATES EXISTING WINDOW TO REMAIN - NO CHANGE THIS PROJECT. WINDOW SCHEDULE WINDOW TYPES: .................. ....................... DETAILS Ln NOTE: WHEN AN EXISTING WINDOW IS TO BE REFER TO SHEET Lu WNDW. z REPLACED, THE WINDOW SUPPLIER SHALL FIELD NO. LOCATION SIZE MATERIAL L GLAZING REMARKS MEASURE SIZE TO INSURE ACCURACY. HEAD JAMB JAMB SILL ��P�� 2'-O" 3'-O" I'-6" 4'-O" 2_6 W101 ENTRY / STAIR W102 .: BEDROOM NO. 2 W103 :: BEDR OOM NO. 2 W104 BEDROOM NO. 1 1 - .:.:.:.:.:.:...: - SLIDE .. SLIDE SLIDE VINYL-CLADA UM. INSULATED .:.:.:...:........:.. Ill W105 NEW BATH 4 LAUNDRY ROOM A 2'-O" x 1'-4" L F F L ED DBL INTERIOR SCREEN; MANUF. WINDOW TO HAVE U-RATING = 0.24 = - _ O AWNING GLAZING � 0 W106 MODIFIED GARAGE B 3'-O" x 3'-8" SLIDING VINYL -CLAD F. F. GLAZING EXTERIOR SCREEN; MANUF. WINDOW TO HAVE U-RATING = 0.24 \D 0 W10� LOWER LEVEL FAMILY ROOM W108 (SPARE) W109 (SPARE) - - - - - FIN. FLR LINE TYPE A TYPE B TYPE C TYPE D TYPE E W201 ENTRY / STAIR W202 BEDROOM NO. 3 W203 BEDROOM NO. 4 W20 BEDROOM NO. 4 - MASTER BEDROOM W20�: M2'-0" (VERIFY) ASTER BEDROOM OW20� VINYL-CLADALUM. INSULATED D DBL NEW BATH C 1 6 x 3 8 INTERIOR SCREEN MANUF. WINDOW TO HAVE U ATINC0.24CASEMENTCINC - - - - OW208 VINYL-CLADALUM. INSULATED ATED DBL KITCHEN D 4 x 3'-2'' F.F. EXTERIORSCREEN MANUFWINDOW TO HAVEU_ ATINC0.24 . ... ....... SLIDE DE sL DE s l DE CASEMENTCINC.. ... � N VINYL-CLADA UM. INSULATED D DBL. W0 FAMILY DINING ROOMF (o -O x 3 -8 F.F. EXTERIORSCREEN MANUFWINDOW TO HAVEU- ATINC0.24 m - r S I INCCINC W210 VINYL-CLADA UM. INSULATED ED DBL FAMILY DINING ROOMG 4 x 3 -8 EXTERIORSCREEN- MANUFWINDOW TO HAVEU- ATINC0.24 S I INCGLAZINGINC W211 FAMILY / DINING ROOM E 2'-(o" x 3'-8" VINYL Cx D F.F. CINSULATEDMD EKED EXTERIOR SCREEN; MANUF. WINDOW TO HAVE U-RATING = 0.24 MATCH W212 (SPARE) EXISTTIING WINDOW W214. INYW213 FAMILY / DINING ROOM H 10'-0'' x 4'-2" CASEMENT 4 4 FIXED ALUM. GLAZINGGLAZINGFF INSULATED DBL. EXTERIOR SCREEN; MANUF. WINDOW TO HAVE U-RATING = 0.24 - - - - - - L I V INGROOM FIN. FLR LINE W215 TYPE F TYPE G TYPE H (SPARE) W21� (SPARE) W211 (SPARE) WINDOW NOTES: 1.) NEW ANODIZED SLIDING GLASS WINDOWS SHALL BE 5.) THE WINDOW MANUFACTURER SHALL SUPPLY SHOP g.) EXTERIOR WINDOW FINISH SHALL BE FACTORY SOURCED FROM STANDARD UNITS 1" 1ATCHING EXISTING ON DRAWINGS FOR ALL WINDOWS FOR REVIEW BY THE SEALED BY THE WINDOW MANUFACTURER UNLESS NOTED SITE UNLESS AS NOTED OTHERWISE. ARCHITECT INCLUDING DESIGN, MULLION AND MUNTIN SIZES, OTHERWISE, ETC. 2.) TEMPERED OR SAFETY GLAZING SHALL BE USED IN (o.) APPLY SISAL KRAFT PAPER AROUND ALL EXTERIOR 10.) ATTHE INCLUDE� HE UPP LO�fNG MINIMUM NET WINDOWS T OPENINGS ALL LOCATIONS SUBJECT TO HUMAN IMPACT AS REQUIRED SY IBC BUILDING CODE (CURRENT EDITION). OPENINGS AS REQUIRED TO INSURE WATERPROOF FOR EMERGENCY EGRESS AT SLEEPING ROOMS: INTEGRITY. 3.) SCREENS, IF SCHEDULED FOR USE, SHALL BE NET CLR. OPENING AREA OF 5.1 S.F.; GROUND CHARCOAL, FIBERGLASS (18 x 10 MESH) IN METAL FRAMES �-) CAULK CONTINUOUS AROUND ALL WINDOW AND DOOR LEVEL OPENING MIN. CLR. OPENING OF 5 SQ. FT. AS PROVIDED BY THE SAME WINDOW COMPANY. OPENINGS WITH G.E. SILICONE ACRYLIC, POLYSULFIDE, OR NET CLR. OPENING HEIGHT OF 24 INCHES. URETHANE AS REQUIRED. NET CLR. OPENING WIDTH OF 20 INCHES, 4.) GENERAL CONTRACTOR SHALL VERIFY THE WINDOW 0.) ALL MANUFACTURED WINDOWS SHALL BE CERTIFIED SILL HEIGHT NOT MORE THAN 44 INCHES, ORDER AND ROUGH FRAMING REQUIREMENTS WITH THE / LABELED MEETING STANDARDS LISTED IN ENERGY 11. NEW WINDOWS MUST HAVE AN AREA WEIGHTED AVERAGE ARCHITECT PRIOR TO PLACEMENT OF THE WINDOW COMPLIANCE REQUIREMENTS OF THE STATE OF U-FACTOR OF LESS THAN OR = 0.30. ORDER. WASHINGTON AS HAVING U-0.20 RATING. N O N N N N N N N N N N N Aa Q Q Q< ^ �O - N -1 O N 1 .--i N N > > Lu U z J Lui U w U a z z oogo� z z � � O U1 OOU LuQ Y W ou U u uv7 z m 2! Q -1 LL I-_ U a U 00www (D (3 w w U Q Q J W 0 O N O w Q) oC a Lu U v7 �c O U z O O 0 Lu Q E -0N W O �� N R3 U-) Lu u -0 -0(a I..L a W 0o W U 4' °' o V) z� O U U � LL E ' z w � 0 x 0 a V 1 U) LU J 0 W_ w U T U � O 0 O z a O h o F I --I N � � N O w 0 N z � O cn N M Q Ri o w z z w a oa E- A A tom/) SHEET NO. WA STATE ENERGY NOTES: 1.) PER WA STATE ENERGY R402.4.4 RECESSED LIGHTING: RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE TYPE IC -RATED AND LABELED CERTIFIED UNDER ASTM E283 AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE W/ THIS TEST METHOD. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND THE [ INTERIOR WALL OR CEILING COVERING. 2.) PER WA STATE ENERGY R403.3.1 - DUCT INSULATION: DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8, EXCEPT THOSE DUCTS LOCATED WITHIN THE BUILDING THERMAL ENVELOPE. 3.) PER WA STATE ENERGY R403.3.3 - SEALING & TESTING: DUCTS, AIR HANDLERS, AND FILTER BOXES SHAL BE SEALED. JOINTS AND SEAMS SHALL COMPLY W/ EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE AS APPLICABLE. DUCTS SHALL BE LEAK TESTED IN ACCORDANCE W/ WSU R5-33, USING THE MINIMUM DUCT LEAKAGE RATES SPECIFIED. 4.) PER WA STATE ENERGY R403.3.3 - BUILDING CAVITIES: INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOORS, OR CEILINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. 50 PER WA STATE ENERGY R403.5.3 - HOT WATER PIPE INSULATION: INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM THERMAL RESISTANCE OF R-3. INSULATION CAN BE DISCONTINUOUS WHERE PASSING THROUGH FRAMING MEMBERS OR WHERE NECESSARY TO PASS ANOTHER PIPE IN A STUD SPACE. (o.) PER WA STATE ENERGY R403.5.5 - ELECTRIC WATER HEATER INSULATION: ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACE ON AN INCOMPRESSIBLE, INSULATED SURFACE W/ A MINIMUM THERMAL RESISTANCE OF R-10. -1.) PER WA STATE ENERGY R403.(o.1 - MECHANICAL VENTILATION. - THE MECHANICAL VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE W/ THE WA STATE AMENDMENTS TO THE IRC AND/OR IMC OR TO ASHRAE STD. (o2.2 -2010. 0.) PER WA STATE ENERGY R404.1 -LIGHTING EQUIPMENT: A MINIMUM OF 7551- OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHAL BE HIGH EFFICACY LAMPS. 9.) PER WA STATE ENERGY R40(o - THIS PROJECT IS CLASSIFIED AS A "MEDIUM DWELLING UNIT REQUIRING A CREDIT SCORE OF 3.5 AND UTILIZES THE FOLLOWING TO QUAL IFY: la - R-38 FLOORS AND U-0.28 WINDOWS: 0.5 3a - RHEEM GAS FURNACE W/ 94 AFUE: 1.0 5a - kITCHEN SINK 4 SHOWER HEADS OR = 1.15 GPM; LAVATORY FAUCETS OR = 1.0 GPM: 0.5 5c - ELECTRIC WATER NEATER � OR = 2.0 EF: 1.5 TOTAL CREDITS: 3.5 A NEW STAIR NO. 2 I 1 1 II 1 I I I I I I I Ava I 3'-2 1/4" 1 2 I_ 0 1 1 I �I R6 1 JG' I � � I (o 1 - I 1 I I 4 1/211f�3 I I I I I L INE OF NEW ROOF OVERHANG. NORTH UPPER LEVEL REFLECTED CEILING/LIGHTING PLAN SCALE: ,< „.o I 1 KI F—XAi Q AT1-1 Q. LH U I V U K T K I"I . rZx101. �iiNr: vr� u FLOOR ABOVE. /A I NEW STAIR Kin 1) ±EE FI —I I_I_I LII_I_I_LL �i EXIST. STAIR NO. 1 L L L L I - NORTH LIGHT FIXTURE SYMBOLS: o L1 LINEAR STRIP LIGHT IN CABINETS L2/3 LINEAR STRIP LIGHT AT SHELVES / COVES ® N1 STEP LIGHT, EXTERIOR o N2 STEP LIGHT, EXTERIOR P1/P4 SINGLE PENDANT FIXTURE ITT P2/P3 CHANDELIER / SUSPENDED FIXTURE 1��PPF1 CEILING PADDLE FAN W/ LIGHT <�75 PF2 CEILING PADDLE FAN W/ LIGHT ® Rl io" RECESSED, OPEN TRIM R2 io" RECESSED, SHOWER TRIM R3 4" RECESSED, OPEN TRIM C®] R4 4" RECESSED, ADJUSTABLE TRIM ®o R5 4" RECESSED, LENSED R(o 4" RECESSED, WALL WASH TRIM S(x) SURFACE MTD. CEILING FIXTURE Fo W(x) SURFACE MTD. WALL FIXTURE EF(x) EXHAUST FAN (50 / 110 / 150 CFM) SWITCH MULTI -LOCATION SWITCH (3-WAY, 4-WAY) 3 DIMMER SWITCH D MULTI -LOCATION DIMMER SWITCH 3D TIMER SWITCH FOR EXHAUST FAN T (El /10/15/30MIN.) PADDLE FAN SPEED CONTROLLER 4 LIGHT SWITCH +� (MOUNTED ABV. LIGHT SWITCHES) ELECT. OUTLET SYMBOLS: I FA TELEPHONE OUTLET FATV CABLE T.V. OUTLET DUPLEX ELECTRICAL WALL OUTLET 4-FLEX ELECTRICAL WALL OUTLET GROUNDED WATERPROOF Wf=l ELECTRICAL WALL OUTLET DUPLEX FLOOR OUTLET GROUND -FAULT CIRCUIT GFCI INTERRUPTER OUTLET CAT 5/6, DATA WALL OUTLET (4 OUTLETS AS MAY BE IND[CATED) Ft - WALL SWITCH SURFACE MOUNTED, INTERCONNECTED SMOKE ALARM PER R1314.4 W/ BATTERY BACK-UP ea SURFACE MOUNTED, BATTERY - POWERED CO DETECTOR/ALARM FM THERMOSTAT REFL. CLG./LTG, PLAN NOTES: 1. ) ALL MODIFICATIONS TO WHOLE HOUSE MECHANICAL VENTILATION SHALL COMPLY WITH 1" 11505.4 AND 2010 IRC. THE NEW F.A.U. WILL BE USED AS THE VENTILATION SYSTEM ON AN INTERMITTANT BASIS. IT WILL ACT AS BOTH SUPPLY AND EXHAUST USING DAMPERS TO CONTROL THE OUTFLOW AND INFLOW. THE SYSTEM WILL BE CAPABLE OF BETWEEN 100 TO 1,200 G.F.M. OF AIRFLOW. THE WHOLE HOUSE TIMER WILL REGULATE THE OPERATION. A TIMER WILL ALSO BE USED ON THE EXHAUST FAN IN THE LAUNDRY ROOM TO INSURE ENOUGH OUTFLOW OF AIR. NEW 6" DUCT AND 6" DAMPERS MEET CODE REQUIREMENTS . W N N O N N 0 N N N 0 N N N 0 N N N N g a Q Q Q N N > Lu U z J W U a W U > W Q J a m z z oogoui z z cj� � O U1 00 W Q rU Y W ou U u u z m z Q Ur Ur W cn U a U zzJc�c� w w w W W U Q Q J w 0 O N 0 LuG) a) p� a -0 E Luo U 0 U z 00 0 W w N N � r6 Lua, U z -0 M a w 0o w U °' o V) z� O U U � LL E- z w� 0 x 0 a J Cz Lu / V wz J � J Cn w � wQ z 3:u OpQ Jw(D aS�z c�w� U� LU I M LL a 0. h Lu H F N N LuO 0 N z N M Q o W z z PA w a oa E- SHEET NO. A-8 LOWER LEVEL REFLECTED CEILING/LIGHTING PLAN SCALE: 1/4" = V-0" 2 NEW STAIR NO. 2 208-240V � 5,4CK OF CAF�INP� LIGHT FIXTURE SYMBOLS: o L1 LINEAR STRIP LIGHT IN CABINETS L2/3 LINEAR STRIP LIGHT AT SHELVES / COVES ® N1 STEP LIGHT, EXTERIOR o N2 STEP LIGHT, EXTERIOR F1/F4 SINGLE PENDANT FIXTURE ITT P2/P3 CHANDELIER / SUSPENDED FIXTURE '��PPF1 CEILING PADDLE FAN W/ LIGHT <�75 PF2 CEILING PADDLE FAN W/ LIGHT <71�5 ® Rl /o" RECESSED, OPEN TRIM R2 /o" RECESSED, SHOWER TRIM R3 4" RECESSED, OPEN TRIM C®] R4 4" RECESSED, ADJUSTABLE TRIM ®o R5 4" RECESSED, LENSED R(o 4" RECESSED, WALL WASH TRIM S(x) SURFACE MTD. CEILING FIXTURE 0 W(x) SURFACE MTD. WALL FIXTURE EF(x) EXHAUST FAN (50 / 110 / 150 CFM) NORT UPPER LEVEL ELECTRICAL POWER PLAN SCALE: ,,< „.o I 1 I I L- - - - - - I I J EXIST. STAIR NO. 1 NEW STAIR ni n 9 T - I -F T- I I I I I I I I I I I I I I I LL_L_1--1-L_I SWITCH MULTI -LOCATION SWITCH (3-WAY, 4-WAY) 3 DIMMER SWITCH D MULTI -LOCATION DIMMER SWITCH 3D TIMER SWITCH FOR EXHAUST FAN T (El /10/15/30MIN.) PADDLE FAN SPEED CONTROLLER 4 LIGHT SWITCH 4F+I- (MOUNTED ABV. LIGHT SWITCHES) (UTILITY OUTLET SYMBOLS:( FA TELEPHONE OUTLET FATV CABLE T.V. OUTLET DUPLEX ELECTRICAL WALL OUTLET 4-FLEX ELECTRICAL WALL OUTLET GROUNDED WATERPROOF Wf= ELECTRICAL WALL OUTLET DUPLEX FLOOR OUTLET =e-- GROUND -FAULT CIRCUIT GFCI INTERRUPTER OUTLET CAT 5/6, DATA WALL OUTLET (4 OUTLETS AS MAY BE INDICATED) u c - WALL SWITCH SURFACE MOUNTED, INTERCONNECTED SMOKE ALARM PER R1314.4 W/ BATTERY BACK-UP ea SURFACE MOUNTED, BATTERY - POWERED CO DETECTOR/ALARM u-❑T THERMOSTAT NATURAL GAS VALVE OUTLET W N N O N N 0 N N N 0 N N N 0 N N N g a Q Q Q z ^ �O � ,--i N ,--i O N -,1- .--i N N > > Lu U z J W U a W U > W a Q J a m z oogoLu z z � u')z O U1 00 W Q rU Y W ou U u u z m D 2! Q -i Ur Ur W cn U a U zz—i w w W W U Q Q J Lu 0 O O Lu 00 G) N p� a -0 E Lu U 0 o U z 00 0 W -0 w N U N � r6 Lu u -0 M a LL 00 L U U °' o V) z� M O U U � LL E- z wD 0 P4o a N � � N CD LuO 0 N � Z O Cn N M Q Ri o W z z w a oa H A A tom/) SHEET NO. LOWER LEVEL ELECTRICAL POWER PLAN. NORTH SCALE: 1/4" = V-0" 2 A-9 FTN MATFRTAI C I FrFNlfl• 91 FLOOR MATERIALS: NOTE: IN ALL CASES THE SUBFLOOR IS TO BE PREPARED AND MODIFIED, AS MAY BE NECESSARY IF EXISTING CONDITIONS DICTATE, FOLLOWING MANUFACTURER'S RECOMMENDATIONS PRIOR A TO INSTALLATION. 6 x 6 POSTS AND F-01 EXISTING WOOD PLANK FLOORING TO REMAIN. NEW WOOD OPEN RAILING AT PLAN< FLOORING INSTALLER TO PROVIDE QUOTE TO NEW STAIR NEW STAIR. OWNER FOR REFINISHING THE EXISTING IF REQUESTED BY OWNER AS A SEPARATE BID. MASTERS BATH NO' 2 F-02 MANNINGTON ADURAMAX SAUSALITO SUNRISE, VINYL PLAN< FLOORING, io" x 4a" x 0.315" THK. F-03 MARAZZI MONTAGNA DAPPLE GRAY PORCELAIN TILE, 6" x TRLX DECKING 24" THINSET IN RUNNING BOND. COORDINATE W/ RADIANT AND LAND INGS. FLRG. INSTALLER. NEW F-05 BATH F-04 THINSET BORDER USING MEROLA SUBWAY TILE, MATTE FIN., 7-3/4" x 3-7/8" IN COLOR AS SELECTED BY OWNER; FIELD TILE TO BE 12" x 12" TILE INSTALLED IN DIAGONAL PATTERN. GROUT COLOR AND WIDTH AS SPECIFIED BY ARCHITECT. ° ° I I THINSET FIELD TILE TO BE DALTILE PROLOGUE MOSAIC MATTE WHITE OCTAGON W/ DOT. GROUT COLOR AND SIZE ALi AS SPECIFIED BY ARCHITECT. NOTE: THE TILE IS TO BE _ _ . i��w. . �� . i INSTALLED OVER A WEDI FUNDO WATERPROOFING SYSTEM, /1ffn AI A I t7V TI I� Afn5/`1 Ift1-/`t EXIST. LINE OF UP-PE-1� Ili W I I I I I EXIST. STAIR FLCCR 45CVL. III DN.I I I I I I III NO. 1 ��------LLLLLLL_ W N N O N N 0 N N N 0 N N N 0 N N N A a Q Q Q z ^ �O � ,--I N , i O N -,1- + i N N > > Lu U z J W U a W U > W Q J a m z z oogoLu z z � O U1 O O WQQY U.) - U W 0 U 00 U Q z 2: m D z Q W cn U a U C7 zz (� w i(D(3 w w W W U Q Q a a a a a a N N O W o N z N M Q Q'r W O z z w a oa H A A tom/) NORT� SHEETA.10NO. LOWER LEVEL FLOOR FINISH PLAN S2 1 CLG. FIN. CLG. W205 NOTE: G.G. TO PROVIDI / W-OI F7 POL. PLATE MILLWORK SUBCONTRAC SHOP DRAWINGS TO OU 7ANEW WALL AND MIRROR IN FULL WD FOR APPROVAL PRIOR FACE OF FRAME. FABRICATION, TYPICAL. ENTRY. j FORMICA SEA R m m SALT LAM. W H PLAST. TOP/ r r 4" SPLASH Al- o voe o a o I '��7 AT INSIDE FACE 6' OF 5ATH ENTRY.L �,, /L L_ z ❑ ❑ - --01 / FIN. FLR. 8-01 D110 OPEN TO LOWER LEVEL FAMILY FIN. FLR. S 0fi q S �fi — — ROOM BEYOND. ELEVATION 1 ELEVATION 1 HALL. RM. 103 . TEMP. GLASS ING DOOR ELS - MOUNT TO OF TUB. D111 (DK ELEVATION 3 NEW BATH & LAUNDRY, RM. 106 W-02 5-OI p210 ELEVATION 2 ELEVATION 4 GASED OPENING TO 1" 1. 5ATH OTHER SIDE OF DOOR. EXIST. SINKS ,4` CABINETRY TO REMAIN. NEW BATH & LAUNDRY, RM. 106 ELEVATION 3 FIN. F ELEVATION 1 NEW TOILET, RM. 107 DOOR TO 5E VED AND INFILL W/ CUD5 AND WALL FIN >CHEDULE. C 210 I W0 ELEVATION 2 ELEVATION 3 W-04 WS-2 � 1 S fiU ELEVATION 2 NEW TOILET, RM. 107 ELEVATION 4 ANGLED WALL FACE SEE FLR. PLA TEMP. GLASS SHOWER DOOR INTERIOR FIN. MATERIALS: BASE MATERIALS: B-01 1 x 4 CLEAR DOUGLAS FIR OR PINE WOOD BASE. 5-02 EXISTING WOOD BASE TO REMAIN; PATCH AND REPAIR AS MAY 5E REQUIRED. B-03 (NO BASE THIS AREA) WALL MATERIALS: W-01 EXISTING PAINTED GYPSUM BOARD WALL S-ITG. TO 5E PATCHED AND REPAIRED AS NECESSARY AS A RESULT OF CURRENT SCOPES OF WORK. EXTRA CARE TO 5E TAKEN TO MATCH AND JOIN ADJACENT LIKE FINISH SURFACES PER OWNER'S APPROVAL. W-02 NEW 5/0" THICK GYPSUM WALLBOARD TAPED AND FINISHED WITH TEXTURE TO MATCH EXISTING - TO BE PAINTED WITH COLOR AS SELECTED 5Y OWNER AND ARCHITECT. W-03 NEW 5/0" THICK, TYPE "X" GYPSUM WALLBOARD TAPED AND FINISHED WITH TEXTURE TO MATCH EXISTING - TO 5E PAINTED WITH COLOR AS SELECTED 5Y OWNER AND ARCHITECT. W-04 NEW 5/0" THICK, WATER-RESISTANT GYPSUM WALLBOARD TAPED AND PREPARED TO RECEIVE THIN -SET CERAMIC OR PORCELAIN TILE. W-05 NEW 5/0" THICK, TYPE "X" WATER-RESISTANT GYPSUM WALLBOARD TAPED AND PREPARED TO RECEIVE THINSET CERAMIC OR PORCELAIN TILE. W-O/o CULTURED STONE VENEER IN PATTERN AND COLOR AS SELECTED 5Y OWNER AND ARCHITECT. WAINSCOT MATERIALS: NOTE: WAINSCOT MATERIAL MAY BE FULL HEIGHT TO CEILING LINE - SEE INTERIOR ELEVATIONS. WS-1 DALTILE PROLOGUE MOSAIC MATTE WHITE OCTAGON W/ DOT. DOT AND GROUT COLOR AS SPECIFIED 5Y THE ARCHITECT TO HEIGHT SHOWN ON INTERIOR ELEVATIONS. WS-2 MEROLA TILE, 7-3/4" x 3-7/S", MATTE FINISH, IN RUNNING BOND. TILE COLOR AND GROUT COLOR AND WIDTH AS SPECIFIED 5Y ARCHITECT. TILE TO 5E INSTALLED OVER WEDI FUNDO WATER- PROOFING SYSTEM, OR APPROVED EQUAL 5Y THE ARCHITECT. LINEN CABINETS. MATCH DESIGN At ELEVATION 2 MASTER BEDROOM, 205 MASTER BATH, RM. 206 NEW BATH, RM. 207 I ELEVATION 1 GLASS FINISHED END -- ER DOOR PANEL OF PULL-OUT PANTY UNIT. r O cal W-02 FINISHED END OPEN TO DINING PANEL OF D5L. ROOM BEYOND. OVEN UNIT. r r CANT. CTRTOP SUPPORTS p 5ELOW 5Y MILLWORK CONTR. ELEVATION 2 W N N O N N 0 N N N 0 N N N 0 N N N A a Q Q Q z ^ � N o -,1- N N > > w U z J w U a w U > Q a m zoog°Lu z z z � D D O U1 Q 00 Q w Q rU Y W ou U u u z m D 2! Q —i w cn U a U 6 zz�(D(3 6 w w w w w U Q Q IF, ❑ ❑ ❑ a ❑ J w 0 O N O w � � p� a 0 E wul) U 0 o U z 00 0 W Q -0 W N N U-) Lu u -0 M a W 0o W U 4' °' o V) zt'o O U U � LL E ' z w � 0 x � a J (f) wz >O J � W w r) W oZs � 0 WLu � Oz F J� N � � N CD O w 0 N z � o cn N M Q w o z z w a oa H A A tom/) SHEET NO. A-11 INTERIOR FIN. MATERIALS: W-03 • ELEVATION 3 ELEVATION 4 440-TP43-11-1 PULLOUT PANTRY UNITS W/ FACING AND FIN. HDWR. TO MATCH CABINETRY. OPEN TO KITCHEN BEYOND. W209 "A • ELEVATION 1 D202 BASE MATERIALS: B-01 1 x 4 CLEAR DOUGLAS FIR OR PINE WOOD 5,46E. 8-02 EXISTING WOOD BASE TO REMAIN; PATCH AND REPAIR AS MAY BE REQUIRED. B-03 (NO BASE THIS AREA) WALL MATERIALS: W-01 EXISTING PAINTED GYPSUM BOARD WALL SHTG. TO BE PATCHED AND REPAIRED AS NECESSARY AS A RESULT r OF CURRENT SCOPES OF WORK. EXTRA CARE TO BE TAKEN TO MATCH AND JOIN ADJACENT LIKE FINISH SURFACES PER OWNER'S APPROVAL. KITCHEN, RM. 208 FAMILY/DINING. RM. 209 I W210 ELEVATION 2 FAMILY/DINING, RM. 209 ELEVATION 1 LIVINGROOM, 210 W211 N ELEVATION 3 IW-031 • ELEVATION 4 W-02 NEW 5/0" THICK GYPSUM WALLBOARD TAPED AND FINISHED WITH TEXTURE TO MATCH EXISTING - TO BE PAINTED WITH COLOR AS SELECTED 5Y OWNER AND ARCHITECT. W-03 NEW 5/0" THICK, TYPE "X" GYPSUM WALLBOARD TAPED AND FINISHED WITH TEXTURE TO MATCH EXISTING - TO BE PAINTED WITH COLOR AS SELECTED BY OWNER AND ARCHITECT. W-04 NEW 5/0" THICK, WATER-RESISTANT GYPSUM WALLBOARD TAPED AND PREPARED TO RECEIVE THIN -SET CERAMIC OR PORCELAIN TILE. W-05 NEW 5/0" THICK, TYPE "X" WATER-RESISTANT GYPSUM WALLBOARD TAPED AND PREPARED TO RECEIVE THINSET CERAMIC OR PORCELAIN TILE. W-O/o CULTURED STONE VENEER IN PATTERN AND COLOR AS SELECTED BY OWNER AND ARCHITECT. WAINSCOT MATERIALS: NOTE: WAINSCOT MATERIAL MAY BE FULL HEIGHT TO CEILING LINE - SEE INTERIOR ELEVATIONS. WS-1 DALTILE PROLOGUE MOSAIC MATTE WHITE OCTAGON W/ DOT. DOT AND GROUT COLOR AS SPECIFIED BY THE ARCHITECT TO HEIGHT SHOWN ON INTERIOR ELEVATIONS. WS-2 MEROLA TILE, 7-3/4" x 3-7/S", MATTE FINISH, IN RUNNING BOND. TILE COLOR AND GROUT COLOR AND WIDTH 46 SPECIFIED BY ARCHITECT. TILE TO BE INSTALLED OVER WEDI FUNDO WATER- PROOFING SYSTEM, OR APPROVED EQUAL BY THE ARCHITECT. INTERIOR ELEVATIONS SCALE: 3,8-V N N N N N N N N N W N 0 0 0 O N N N q Q Q Q Q< �O ,--i , -i N . -i > J N N > U Lu z a > Q UU am z z z � � z oogoLu O ° ° w Q Y 00� Qz m Q W z -1U U (n a LL U U C7 (� w w w zzJcDcD w w U Q Q N Q N W O 0 N Z O Cn N M Q Ri O W z z w a oa H A tom/) A