Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutAvon Development--Preliminary site and building plans--1909 NE 14TH ST-10_15_2017SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M. Lu I CITY OF RENTON. STATE OF WASHINGTON uiI Q Z J i J NE 1 0 4TH\\STREET EXISTING HEDGE TO BE REMOVED 51.c12 1-1 EX. �SMH 1 1T I RIM=262.47 1 II \ I = 1 I I = \ I �— � I\ INV=251.97 (8 CONC-E) 1 I GONG. O INV=251.87 (8"CONC-W) ) DRIVEWAY GONG. �� / IDRI VEWA / I _ V-1 r9 2 E3S L I _ B5 L I \ // I I I - I ❑I XISTING RESIDENCE I ly I — W TO BE REMOVED I — ,� ILI x P PO D m I , I I 51 EN 11[1 I\P Oi5 I C(� o I m 3 CHAIN LINK FENCE I O ON CONCRETE WALL 5.00 W. OF I I I I I O I 5-5 1/4" \ 7Z 11 1 EXISTING SHED 1 TO BE REMOVED I II 3 CHAIN LINK FENCE ON CONCRETE WALL i 4.7 2' W. OF f0 � 'OI I I EXI5TIN6 TREE TO BE REMOVED 2E BSBL I 20 BSBL m I� \ L I \ m EXISTING HEDGE TO BE REMOVED i I _ \� �- - --_ _---- .�2 6 CON C. 1 �WALL I S I TE f= L. /zs%k N r I r; -,-- SCALE : I" = 10'-0" O 10 20 40 EX. 'CB RIM=274.49 INV -271.59 (12"CONC-E) FOUND REBAR & CAP SLS #19586 "YIN GER" 0.1'--w-4 0.1' S ZONI ZONING: R-5(CITY OF RENTON MIN FRONT 5ET15ACK. 20' MIN REAR SETBACK: 20' MIN SIDE 6ETf5ACK- 5' MAX 13L[ --G NUM13ER OF STORIES: 2 MAX WALL PLATE 14E IGNT: 24' MAX 15LDG LOT GOV'G: 50% MAX. IMPERVIOUS SURFACE: 65% I \ FOUND REBAR 8c CAP LS #38964/48378 0.1WEST OF CORNER W 1 EX. SSMH RIM=282.88 NV=273.88 (8"CONC-N) NV=273.98 (8"CONC-W) ARGEL NUMBER 3343802566 61TE- ADDRE-66 1909 NE 14TH ST RENTON, UJA. 95056 NE f)a* Pr LE -GAL DE-&CfR1PT10N THE EA5T 104 FEET OF THE NORTH HALF OF TRACT 268, C. D. NILLMAN'5 LAKE W,45NINGTON GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO TPE PLAT RECORDED IN VOLUME 11 OF PLAT5, PAGE 52, IN KING COUNTY, W,45NINGTON; EXCEPT TPE SOUTH 141 FEET THEREOF; AND EXCEPT TSE NORTH 20 FEET FOR ROAD UNDER RECORDING NUMBER 66(o0998. "All lMPE-RVIOUS COY LOT AREA: ROOF AREA: PATIOS & WALK5: VEHICULAR USE AREA: TOTAL IMFERVIOU5 AREA: OF LOT AREA: ALLOWED IMPERVIOUS AREA: ALLOWED ro OF LOT AREA: 5,980 5F 2,465 5F 320 5F 291 5F 3,082 5F =51.54ro 3,551 SF =65ro LOT 115" COY' LOT AREA: ROOF AREA: FATIO5 & UJALK5: VEHICULAR USE AREA: TOTAL IMFERVIOU5 AREA: ro OF LOT AREA: ALLOWED IMPERVIOUS AREA: ALLOWED ro OF LOT AREA: 5,980 SF 2,564 SF 148 SF 35-i SF 3,069 SF =51,32% 3,55-1 5F =65ro fY JxbVbnlG�16011-KMklard 5891�ZTAMPpng, U 0- J Drawn Checked - Sheet 2 rn � Job o � nn a L S [v [C 2 D z �^ NE 14Th St NE 14111 St 14th SR 190Y%m 0. W IaeTt AN Stmt 271 n m dki re- Dome X7'1 CLi m NE t?,h St NE 17ihSt Z W Z M M 00 ML 00 b a ro 0) Q C14 00 6 W Q�=Oo N 0 1 mi R N EX. 'CB RIM=274.49 INV -271.59 (12"CONC-E) FOUND REBAR & CAP SLS #19586 "YIN GER" 0.1'--w-4 0.1' S ZONI ZONING: R-5(CITY OF RENTON MIN FRONT 5ET15ACK. 20' MIN REAR SETBACK: 20' MIN SIDE 6ETf5ACK- 5' MAX 13L[ --G NUM13ER OF STORIES: 2 MAX WALL PLATE 14E IGNT: 24' MAX 15LDG LOT GOV'G: 50% MAX. IMPERVIOUS SURFACE: 65% I \ FOUND REBAR 8c CAP LS #38964/48378 0.1WEST OF CORNER W 1 EX. SSMH RIM=282.88 NV=273.88 (8"CONC-N) NV=273.98 (8"CONC-W) ARGEL NUMBER 3343802566 61TE- ADDRE-66 1909 NE 14TH ST RENTON, UJA. 95056 NE f)a* Pr LE -GAL DE-&CfR1PT10N THE EA5T 104 FEET OF THE NORTH HALF OF TRACT 268, C. D. NILLMAN'5 LAKE W,45NINGTON GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO TPE PLAT RECORDED IN VOLUME 11 OF PLAT5, PAGE 52, IN KING COUNTY, W,45NINGTON; EXCEPT TPE SOUTH 141 FEET THEREOF; AND EXCEPT TSE NORTH 20 FEET FOR ROAD UNDER RECORDING NUMBER 66(o0998. "All lMPE-RVIOUS COY LOT AREA: ROOF AREA: PATIOS & WALK5: VEHICULAR USE AREA: TOTAL IMFERVIOU5 AREA: OF LOT AREA: ALLOWED IMPERVIOUS AREA: ALLOWED ro OF LOT AREA: 5,980 5F 2,465 5F 320 5F 291 5F 3,082 5F =51.54ro 3,551 SF =65ro LOT 115" COY' LOT AREA: ROOF AREA: FATIO5 & UJALK5: VEHICULAR USE AREA: TOTAL IMFERVIOU5 AREA: ro OF LOT AREA: ALLOWED IMPERVIOUS AREA: ALLOWED ro OF LOT AREA: 5,980 SF 2,564 SF 148 SF 35-i SF 3,069 SF =51,32% 3,55-1 5F =65ro fY JxbVbnlG�16011-KMklard 5891�ZTAMPpng, U 0- J Drawn Checked Datow 4126m" Sheet J Scale Job 16OW-V 0 D O�/ W v Z W Z M M 00 00 00 Lj 0) Q C14 00 6 W Q�=Oo N 0 = H0^^ N 00 W C) Z L0 Lr) � o Y W X C/) '(CO) Y LL m m II Revisions 0- 0 - Drawn Checked Datow 4126m" Sheet Scale Job 16OW-V C ARAC,1= N071=Ep: I. AIR DUCTS PASSING THRU WALLS, FLOOR OR CLC. TO DWELLING; TO BE .019"(26GA.) GAL. SHEET STEEL W/ No OPENINGS INTO GARAGE. 2• PROVIDE GARAGE To LIVING SPACE FIRE 5EPERATION PROTECTION BY ONE OF THE FOLLOWING METHOD: A. APPLY 5/8" TYPE "X" GWB AT ALL WARM WALLS, SUPPORT MEMBERS AND FLOOR/CEILING ASSEMBLIES SEPERATING THE GARAGE AND LIVING SPACES. WALL TREATMENT SHALL EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING. B• PROVIDE 5/8" TYPE "X" GWB TO THE GARAGE SIDE OF THE CEILING AND AT ALL SUPPORTING MEMBERS. WHERE CEILING FRAMING MEMBERS ARE SPACED GREATER THAN 16" o.C., THE CEILING SHALL BE PROVIDED WITH TWO LAYERS OF 5/8" GWB, 3. PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES TO FURNACE E WATER HEATER SHALL BE LOCATED A MINIMUM OF IS" ABOVE GARAGE FLOOR 8 BE PROTECTED FROM VECHICULAR COLLISION. 4. IF WATER HEATER HAS NON RIGID WATER CONNECTION AND IS OVER 4' IN HEIGHT, IT SHOULD BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKE- MOTION ARTHQUAKEMOTION PER UMC 504(d). PROVIDE PRESSURE RELIEF VALVE TO OUTSIDE. DO NOT TRAP. 1=LSr,7R1C,4L LSC E -SP (2) 3080 ENTRY DOOR 110 VOLT SMOKE DETECTOR 110 . INTERCONNECTED W/ BATTER f BACKUP ❑ EXHAUST FAN ( VENT FAN (YTO) TO OUTSIDE) FL,4TC- 4 a 4M—,4=MR �41=10m�47S C UNLESS NOTED OTHERWISE ) STANDARD PLATE HEIGHT : g'-1" ABOVE SUBFLooR. STANDARD HEADER HEIGHT: 1'-1014" ABOVE SUBFLooR STANDARD HEADER 4x12 >4LL 7L I5& 4 6� 40WRR STALL& I. FIREBLOCK BETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3 GPM. 3. WALLS SHALL BE WATERPROOF TO 70" MIN. 4BOVE DRAIN OUTLET. 4. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" of DRAIN INLET, SHALL BE SAFETY GL. 5. THE WATER RESISTANT GWB BASE FOR TILE IN SHOWER ENCLOSURES SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. M A C I ;r 9 �1 6 iQ m N O LL 0 It p 4 ,41.14 ,41.14 14'-4" 1 25'-2" 1'-1 1/2" 6'-8 1/2" 14'-0" 11'-2" I I I 1 V-1660 SLDR. XOX V6056 SLOP -1 i 11-6,11x 6 -0" 6'-0" x 51411 �6 V5® S IDIW-1 CSL. OR s8 w/ TIRANSOM A150VE 5'-0" x i'-10 3/4" az.1 NOOK STUDY V806 -SLDR XOXin ® 8'-0" x 6'-0" 0 4i_0u 31_bu 9w LLQ I Lu L a I AMI - Cq z _ i RECESS REFRICt. A N 0 _ in 4" INTO -1 1/2" WALL -• w I II w 0-0 = a0 _ D.W. V1650-SLDR XOX U Z L— ® �'-6" x 5'-0" 0 I w`r Z i �� M ° CO �� DINT 'L4 u _ N � aO o° I I '= o = Lu N Qd)L A <nU I G I G 4p TV CABINET DASHED LINE INDICATES KITCi-I�N ARCHED C.O. FOUNDATION WALL BELOW - PLATFORM 2 = i n 0 0000 I1 -1 1/2 OVEN / 0 x MICRO. St� Lu llO. FOR WATER HEATER AS W/T� P. P! m 42.1 r ., SPECIFICATIONS SEE DETAIL 3/42.1 N -, s �¢ o V4050-SLDR N4'-0" x 5'-0" b 6; m LIVING CONCRETE FILLED M m 10 �•, •• w STEEL BOLLARD COLLISON PROTECTIONS (2) LAYERS OF FAN (VTO)�<< � 3/4" PLYWOOD % %�� 12" TAPERED m COL. SUBFLOOR AT 0 O Vii, ' ® 12" ® BASE d 10" 6 TOP _ MECH. EQUIP. ®V 011 xS5 D -0" i 4'P,o `" 13&' THICK SOLID CORE DOOR w/ SELF-CLOSING DEVICE- LINE EVICELINE OF 3.1/2" WALL UNDER STAIRS 3 __0 A— C,4i? G,4i?,4G C_ 4" CONC. SLAB OVER 4" GRAVEL FILL SLOPE TOP OF SLOPE MIN. 1/8"/FT. TO DOORS T_ LINE OF WALL ABOVE I LINE OF GONG. 1 ISTEM WALL 1 1 N 10080 O.N. GAR. DR- - 1 1 ,41.14 MAIN LEVEL PLOOR PLAN - — e r N R E SH. �ry aro" H. OPEN RAILING r a0 P 6 R 5'-5 1/2" (2) LAYERS OF 3/4" PLYWOOD SUBFLOOR ------------ y ®2 142003 SAFET S£ V-2040-1 c5MT. ® 2'-0" x 41-011 --- --- (2) 3080 ENTRY DOOR SQ. FT. w/ 6040 TRANSOM AI3VE SQ. FT. I R.0. 6'-3" x 12'-A 1/2" I GARAGE: 634 1-4-4 DECK: 1'-8" 2'-6" 2'-6" '-2 3/4 6'-10 1/4" 14'-11" V4050 SLDR 0 4'-0" x 5 -0" I 18" WOOD COLUMNS ON 4 STONE BASE - 4i SEE ELEVATIONS 6' 3" I' .6" V4 1411 OF DOORS 5'-10" jll _ 11-0II 4 SQUARE FOOTAGE SUMMARY: MAIN LEVEL: 1,521 SQ. FT. UPPER LEVEL: 1,479 SQ. FT. TOTAL: Sheet SQ. FT. 3,000 GARAGE: 634 SQ. FT. DECK: N/A SQ. FT. COVERED PORCH: 72 SQ. FT. (AREAS ARE CALCULATED PER ANSI STANDARDS) U Drawn Dw Checked Date July 21, 2011 Sheet J Cale Job I'=10'-0' a D Z W M Z 00 00 OC) iQN07 W < = 00 0 = N 00 LLJn H o C) Z L0 C14 L0 CN � J o X IL CSO Y W H LL z Q 0 J CO 0 z00 W Z O IL l-_ W 0 cr V) J W w W Z 0) 0 0 T_ z Revisions Drawn Dw Checked Date July 21, 2011 Sheet 3 • Cale Job I'=10'-0' 4LL 7ABB 4 6I 40LER 674LLS I. FIRERLOCK 13ETd1EEN STUDS 2. LIMIT SLOWER FLOW TO 3 GPM. 3. WALLS SMALL RE WATERPROOF TO -10" MIN. ABOVE DRAIN OUTLET- 4. ALL GLAZING, INCLUDING WINDOWS JITHIN l0" OF DRAIN INLET, SHALL RE SAFETY GL. 5. THE WATER RESISTANT GWR RASE FOR TILE IN SHOJER ENCLO51URE5 SHOULD NOT RE USED OVER A VAPOR BARRIER OR ON THE CEILING. F'L14TE $ �4c_>4nEpl 14c_lcm-4TS C UNLESS NOTED OTHERWISE ) STANDARD PLATE HEIGHT : ABOVE 5U5FLOOR. STANDARD HEADER HEIGHT: 6'-101" ABOVE SURFLOOR STANDARD HEADER 4x12 F_ CA _1 in 13 � 39'-6" 141-411 1 131-1011 12'-21/2 1 1/2 11, 10'-41/2" 3'-51/2" 51-81' Drawn 51-811 ZSF J F x6 --- (2) 2468 Scale N _I MASTER 1 8'-0'1 1-5 1/211 DRo R I - - 1 AN W — — — Y4036 PICT. "4 '-011 x 3141' 1 1 1/36 - 16 SLPRI _x-6 -- - -- --- I I -- c� c� O 00 SA TY CgL,488 FAN 7) 0NO W Q N 07 00 I I 81/211 L5'-81' LAUNCR 111-4n I I , I FAN Q/TO) I LU 0 Y3636 SLPR. 1� 31-611 x 3 -611 SAFETY CILA J� V804 O 1 19 SL R XOX P " s ' _j 4L v/ �� I (o LI 45 ti LLL E SS III ° 0�, WINDOW (Tyf-,) V4036 PICT. 22 4'-0" x 3'-6" T1, Y-60 6' 16 -0" SDR�yoA�� 4 -0" 0 OZ ® 2'001x13 011T. I I � x LU 31-0 1/2" k7 m s@ ec-imes WINDOW 36"1-4. OPEN X3 r N m = � I BEDi?OC � I C V6041 SLP 111pEDi?OC 15 6-0 x4- rp EGRESS WINDOW LT—_ �-- - 5m � C14 LINEN W/ cel 5 SH. o 1/2030-1 (SMT. s8 C C.' A FANS (?) 1 � � I 61 x N N73 Ci) ~ I I I V2 30-1 CSMT. 2 21-011 x 3'-01' SAFETY CiLASS I I I RP FOR WINDOW SIZE AND LOCATION — � I m� I I 44-4-- 1e=V 11 111 " Y60 L — I — lla 2- x2 9 11 6 -0x\4' -0"I 1 ECRES WINDOW - I I I I LINE OF MAIN LEVEL FLOW I , � 1.i 61-31/2" 31-9" 1,-8 1/2" 4'--1 1/2" 1,-S 1/2' 3'-10 1/211 10'-0 1/2" 61-4" LEVEL F:LOOR PLAN %II _ II-0II 4 9 U cel Drawn Checked ZSF J F x6 --- (2) 2468 Scale N _I MASTER O DRo R I - - AN W — — — Y4036 PICT. "4 '-011 x 3141' 0 - — -- -- -- -- -- -- -- c� c� O 00 . O') L FAN 7) 0NO W Q N 07 00 0 81/211 L5'-81' LAUNCR 111-4n I = FAN Q/TO) O �Q' LU 0 _1 Lr) s � -w _j 4L v/ C I (o LI 45 ti LLL (Tyf-,) V4036 PICT. 22 4'-0" x 3'-6" T1, I I � LU 31-0 1/2" k7 m s@ 2. 36"1-4. OPEN X3 N m = MASTER 13iEDgOOM m w e a J d1 (SLOPED CEILING) Z � LU ! � I 110 Y. I T1,I V4036 PICT. 41-011 x 31-6" lt1 I OM #4 Jill I 15EDR SEE MAIN =Loo LAN ' ,L (D I 111 110 er i IIIIII ^ cD cll ?6 �417 6� w N — � i I 3 0 - O _ cq 1 110 V. RP FOR WINDOW SIZE AND LOCATION — � I m� I I 44-4-- 1e=V 11 111 " Y60 L — I — lla 2- x2 9 11 6 -0x\4' -0"I 1 ECRES WINDOW - I I I I LINE OF MAIN LEVEL FLOW I , � 1.i 61-31/2" 31-9" 1,-8 1/2" 4'--1 1/2" 1,-S 1/2' 3'-10 1/211 10'-0 1/2" 61-4" LEVEL F:LOOR PLAN %II _ II-0II 4 9 U cel Drawn Checked ZSF J F x6 --- (2) 2468 Scale N _I a. O DRo R I - D W LH_j Q Y4036 PICT. "4 '-011 x 3141' 0 - — -- -- -- -- -- -- -- c� c� O 00 . O') L FAN 7) 0000 W Q N 07 00 0 81/211 L5'-81' LAUNCR 111-4n I = n LLI O �Q' LU 0 _1 Lr) s � -w _j Al v/ C Y (o LI 45 ti LLL (Tyf-,) V4036 PICT. 22 4'-0" x 3'-6" T1, I I � 31-0 1/2" m s@ 2. 36"1-4. OPEN N 10 Y. RAIL'G Z � I � I 110 Y. I T1,I V4036 PICT. 41-011 x 31-6" I OM #4 III II I 15EDR SEE MAIN =Loo LAN ' RP FOR WINDOW SIZE AND LOCATION — � I m� I I 44-4-- 1e=V 11 111 " Y60 L — I — lla 2- x2 9 11 6 -0x\4' -0"I 1 ECRES WINDOW - I I I I LINE OF MAIN LEVEL FLOW I , � 1.i 61-31/2" 31-9" 1,-8 1/2" 4'--1 1/2" 1,-S 1/2' 3'-10 1/211 10'-0 1/2" 61-4" LEVEL F:LOOR PLAN %II _ II-0II 4 9 U Drawn Checked ZSF J Sheet M*4 Scale Job a. D W 0 Z LLJ •o c� c� O 00 . O') L N 0000 W Q N 07 00 0 = HC) N ^^ 00 n LLI O �Q' Z 1I Lr) C) SO � -w _j X v/ C Y H LLL i� Of D r 0 J CO 1.00 00 Z0 W Z O IL ~ w 0 Qf I-- U) — U) W >w W Z Z 0 Revisions Drawn Checked ZSF Date July 21, 2011 Sheet M*4 Scale Job I°=101-0° r In 04 N 0 E WAINSCOT w/ CONC. CAP (Tr -P. WHERE SHOWN) L -------I I F -I -F L 1 I� L— — — — — — — — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — J RIGHT ELEVATION , 11 -,_m UPPER LEVEL PLATE 1x3 TRIM ON 2x8 TRIM A BEVELED SIDING (TYP. WPC -RE SHOWN) UPPER LEVEL SU15FLOOK MAIN LEVEL PLATE 1x4/1x3 CORNER TRIM (TYPICAL) CULTURED STONE VENEER WAINSCOT w/ CONC. CAP (TYP- WHERE SHOWN) MAIN LEVEL SUBFLOOR = 251'-10" AVEfRACrtE GRADE = 250'-011 6:12 12 8 COMPOSITE SHINC�LES - -- 12 �8 2x12 RAKE BOARD w/ 1x5 d 1x4 TRIM Z (TYPICAL) ■■ ■© i■■■■I ■■� NEE ■■■ N � MEIN 1111 � ■■■OEM POOEM INN ■■■ 1■l�� '\ 1111imm11 Q� ■■■ CINT. ALUM. GUTTER 6:12 ON 5x4"x8 FASCIA iNOUN 0010 11 16080 OVERHEAD C-ARAG-E DOOR w/ 8 LITES 1811 WOOD SPUTTERS 1x3 TRIM ON 2x8 w/ 1x4 TRIM UNDER 6:12 2x10 BAND 6:12 CINT. ALUM. GUTTER ON 5x4"x8 FASCIA ENTRY TOWER PLATE 6x12 CORBELS (TYPICAL) SHINCPLE SIDING (TYP. WHERE SHOWN) 11 ❑❑ ❑❑ I d1 o ❑ o 1- ( lel = MAIN LEVEL SUBFLOOR . - I I I I I F-1 I h I Checked ZSF .J Sheet Ad*5 Scale Job w �I— — — — — — — — — — -I — — — — — — — — — — — — — — — FRONT ELEVATION j4 11 _ 11_011 112112011 U J Drawn Checked ZSF .J Sheet Ad*5 Scale Job w ZLu • Z co o0 10 00 Lj 0')N Q 00 W Q N , O) 00 0 = H C) N ^^ 00 m o �Q Z Lr) Lr) CO)C-0 C) X . . . . LL%m 90 r 0 J 0 ° Z W g 2 z 0 IL w 0� J `) W=_ H W W Z 0) Dm z 0 Revisions Drawn Checked ZSF Date July 21, 2011 Sheet Ad*5 Scale Job I "=10'-O" FIRE STOPS SHALL 5E PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS FROM VERTICAL TO HORIZONTAL SPACES, INCLUDING STAIRWELLS, TUP a SHOWERS, FIREPLACES, ETC. 1, AIR DUCTS PASSING THRU WALLS, FLOOR OR CLC. TO DWELLING TO 6E .019"(26GA.) GAL. SHEET STEEL W/ No OPENINGS INTO GARAGE. 2. PROVIDE GARAGE TO LIVING SPACE FIRE SEPERATION PROTECTION IBY ONE OF THE FOLLOWING METHOD: A. APPLY 5/8" TYPE "X" GW13 AT ALL WARM WALLS, SUPPORT MEMBERS AND FLOOR/CEILING ASSEMBLIES SEPERATING THE GARAGE AND LIVING SPACES. WALL TREATMENT SHALL EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING. B• PROVIDE 5/8" TYPE "X" GWB TO THE GARAGE SIDE OF THE CEILING AND AT ALL SUPPORTING MEMBERS. WHERE CEILING FRAMING MEMBERS ARE SPACED GREATER THAN 16" O.C., THE CEILING SHALL BE PROVIDED WITH TWO LAYERS OF 5/8" GWB. 3. PILOTS, 13URNERS, HEATING ELEMENTS AND SWITCHES TO FURNACE E WATER HEATER SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR a 13E PROTECTED FROM VECHICULAR COLLISION. 4. IF WATER HEATER HAS NON RIGID WATER CONNECTION AND IS OVER 4' IN HEIGHT, IT SHOULD BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKE- MOTION ARTHQUAKEMOTION PER UMC 504(4). PROVIDE PRESSURE RELIEF VALVE TO OUTSIDE. DO NOT TRAP, SLEr,7RIC,4L LE-CmM-ND - 110 VOLT SMOKE DETECTOR 110 V. INTERCONNECTED W/ BATTERY BACKUP ❑ EXHAUST FAN (VENT FAN (VTO) TO OUTSIDE) ( UNLESS NOTED OTHERWISE ) STANDARD PLATE HEIGHT: 9'-1" ABOVE SUBFLOOR. STANDARD HEADER HEIGHT: -1'-10�," ABOVE SUPFLOOR STANDARD HEADER 4x12 a j c11 T-5 3/4.11 23'-6" 6'-0 1/4" \/50410.19 SLD IO�2-0 SINK w/ DISP. KITCI��N 3'-0" s'-0" ISLAND 4'-S 1/4" 5'-2 3/4" ,4 Yi0 10 S.D. 11-0" x 1 w/12'TRANSOM 1 SAFETY GLASS I I I NOOK � I � I M I a �Q� et �P 0< 13'-6 1/2" Elm —11-1" LINE (T WALL 15OVE 6'-5 1/2" Y3060 PICT. ®-0" x 6'-0" V20/30 "0 CSMT 10 SAFE -011 x 6GpLil 'ASS FAMI 13RG. WALL I3RG. WAL 51-23/411 31-0" 41-51/4 " 10" 41- 1/211 c.o.111- A to DINING'� II° - 10'-11/2" 21-6" 61-2 CARR L CLG � i i i i i i G' + �bl i1 AS W/ PI 11 CA (� W cd —_ Z LL � \ 0O O 2 i p l I I W15 G. WALL 3 N \ m 3 1 1 V 1 CONT. RAIL a u N \ - 36" N. oPEN pWEM LIVIN12 RAIL'cf 61-11/211 VAULTED CLC. 0 a r \� 3'-51/2" M FRAME HEADER AND STUDS > It 2488 � IN WALL FOR OPTION FIRECE' / \ \ _ TO oe � ��' � N �• / \� 2488 13RG. WALL s►/ 1p , ��,�� `` \ , �� RG. WA -9 5/8" 1 r �� Q' �j� 13/0" THICK SOLID E3RG. WALL a `S; CORE WOOD DOOR w/ -31' 21_3 11 SELF CLOSING DEVICE 3'-11 1/2" :THQUAKE VALVE =D PER CODE- FIN. ODEFIN. SLAB 110 - STUDS 611 COFFERED CLC. r 8 STONE VENEER WAINSCOT w/ CONI. CAP_ SEE SHEET A2.2 FOR APPLICATION C: ` to 0 cA S . LII, ��- ►12- mill 3 O 6 31080E RTY DOOR cv w/ (2)-1 -l-" SIDE LIGF14TI •5' - LINEof SLR. A�V.1 m 1 I� 1 EDGE OPORCH 4.111 L I 2'-10" 11-211/2" 3 -CAR 15"AiRAG M - - CA m It - CA x %0� N Checked DSP 011 CEILING GARAGE TO HOUSE A1*3 Scale +� WALLS 4 ALL SUPPORT MEMIBERS �x rVI - 4" CONC, 5LA5 OVER 4" GRAVEL FILL `r - 04 TOP OF SLA13 IS 3i" 13ELOW ' q " X C`') c� o O00 SLOPE 6LAI3 5" TO DOORS. C N O� Q 00 W Q N 07 00 0 Li � C) 0 I I � ~Z00 Q I I I � LL � I F_IN F FLK AIBV\. CO Y N - I M I 0,11 _ - — 16080 O.H. GAR. DR- — — - --- i�za dD U m LL x 0 c11 T-5 3/4.11 23'-6" 6'-0 1/4" \/50410.19 SLD IO�2-0 SINK w/ DISP. KITCI��N 3'-0" s'-0" ISLAND 4'-S 1/4" 5'-2 3/4" ,4 Yi0 10 S.D. 11-0" x 1 w/12'TRANSOM 1 SAFETY GLASS I I I NOOK � I � I M I a �Q� et �P 0< 13'-6 1/2" Elm —11-1" LINE (T WALL 15OVE 6'-5 1/2" Y3060 PICT. ®-0" x 6'-0" V20/30 "0 CSMT 10 SAFE -011 x 6GpLil 'ASS FAMI 13RG. WALL I3RG. WAL 51-23/411 31-0" 41-51/4 " 10" 41- 1/211 c.o.111- A to DINING'� II° - 10'-11/2" 21-6" 61-2 CARR L CLG � i i i i i i G' + �bl i1 AS W/ PI 11 CA (� W cd —_ Z LL � \ 0O O 2 i p l I I W15 G. WALL 3 N \ m 3 1 1 V 1 CONT. RAIL a u N \ - 36" N. oPEN pWEM LIVIN12 RAIL'cf 61-11/211 VAULTED CLC. 0 a r \� 3'-51/2" M FRAME HEADER AND STUDS > It 2488 � IN WALL FOR OPTION FIRECE' / \ \ _ TO oe � ��' � N �• / \� 2488 13RG. WALL s►/ 1p , ��,�� `` \ , �� RG. WA -9 5/8" 1 r �� Q' �j� 13/0" THICK SOLID E3RG. WALL a `S; CORE WOOD DOOR w/ -31' 21_3 11 SELF CLOSING DEVICE 3'-11 1/2" :THQUAKE VALVE =D PER CODE- FIN. ODEFIN. SLAB 110 - STUDS 611 COFFERED CLC. r 8 STONE VENEER WAINSCOT w/ CONI. CAP_ SEE SHEET A2.2 FOR APPLICATION C: ` to 0 cA S . LII, ��- ►12- mill 3 O 6 31080E RTY DOOR cv w/ (2)-1 -l-" SIDE LIGF14TI •5' - LINEof SLR. A�V.1 m 1 I� 1 EDGE OPORCH 4.111 L I 2'-10" 11-211/2" cv (3) II" SQ. COLUMNS 4—, u c/ 36" HIGH CULTURED STONE VENEER BASE w/ CONI. CAP 2'-10" 5" (TYP. 3 PLACES) ,4 �41.i 31_0n 4'-61/4" 3'-101/4" 3'-101/4" MAIN L Cal V Cm L FLOO{Z 16'-311 11 � 2'-4" 21'-i" jll 4 STONE VENEER WAINSCOT W/ GONG. CAP. SEE SHEET A2.2 FOR APPLICATION MAIN FLOOR AREA: 155021 sq.ft. UPPER FLOOR AREA: 112133 SCISt. TOTAL FLOOR AREA: 3211.54 sq.ft. GARAC4E FLOOR AREA: 638.53 sq.ft. COVERED PORCH AREA: 131.88 sq.ft. U 3 -CAR 15"AiRAG M - - - MNOTE: 5/8" TYPE "X" GWf3 6 Checked DSP J CEILING GARAGE TO HOUSE A1*3 Scale +� WALLS 4 ALL SUPPORT MEMIBERS - 4" CONC, 5LA5 OVER 4" GRAVEL FILL TOP OF SLA13 IS 3i" 13ELOW MAIN SU�FLOOR LLJ • Z C`') c� o O00 SLOPE 6LAI3 5" TO DOORS. O� Q 00 W Q N 07 00 0 I C) N I I �r I Q I I I � o � I F_IN F FLK AIBV\. CO Y LLL - I I N - — 16080 O.H. GAR. DR- — — - --- cv (3) II" SQ. COLUMNS 4—, u c/ 36" HIGH CULTURED STONE VENEER BASE w/ CONI. CAP 2'-10" 5" (TYP. 3 PLACES) ,4 �41.i 31_0n 4'-61/4" 3'-101/4" 3'-101/4" MAIN L Cal V Cm L FLOO{Z 16'-311 11 � 2'-4" 21'-i" jll 4 STONE VENEER WAINSCOT W/ GONG. CAP. SEE SHEET A2.2 FOR APPLICATION MAIN FLOOR AREA: 155021 sq.ft. UPPER FLOOR AREA: 112133 SCISt. TOTAL FLOOR AREA: 3211.54 sq.ft. GARAC4E FLOOR AREA: 638.53 sq.ft. COVERED PORCH AREA: 131.88 sq.ft. U Drawn Checked DSP J Sheet A1*3 Scale Job 0 Z LLJ • Z C`') c� o O00 00 O� Q 00 W Q N 07 00 0 = H C) N 00 m ozLr'`r' � Q o X �++ CO Y LLL N ❑ J LO 0 00 Z W Z O Lv F_ J U) W H Ld W Z 0) Z Revisions Drawn Checked DSP Date July 21, 2011 Sheet A1*3 Scale Job FIRE STOPS SHALL 5E PROVIDED TO GUT OFF ALL CONCEALED DRAFT OPENINGS FROM VERTICAL TO HORIZONTAL SPACES, INCLUDING STAIRWELLS, TU13 a SHOWERS, FIREPLACES, ETC. ALL 7U15B 4 6H0I.UC-R B7,4LL& I. FIREPLOCK PETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3 GPM - 3, WALLS SHALL IBE WATERPROOF TO -10" MIN. Af30VE DRAIN OUTLET. 4, ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL �E SAFETY GL. 5. THE WATER RESISTANT GWI3 f3ASE FOR TILE IN SHOWER ENCLOSURES SHOULD NOT 5E USED OVER A VAPOR BARRIER OR ON THE CEILING, SL= -CTR 1 C,4L LMCmM-ND 0= 110 VOLT SMOKE DETECTOR 1101/. INTERCONNECTED Wi f3ATTERY 13ACKUP ❑ EXHAUST FAN (VENT FAN (/TO) TO OUTSIDE) 1=L,4TS H��n � HEIC�HT� ( UNLESS NOTED OTHERWISE ) STANDARD PLATE HEIGHT : a'41," AIBOVE SU>3FLOOR. STANDARD HEADER HEIGHT: 6'-101" 4130VE SUPFLOOR STANDARD HEADER 4x12 25'-6'1 18'-9" 8'-11 1/2" V -S 1/2" V805 -XOX 15 8-01' x 5'-01' 41.i ECS SS I I 11'-6 1/2" 8'-11 1/2" 21-Z'1 3'-11 1/2" er R 8 SH LINE OF EXT. WALL Cq N RELoW - UxC14 = FF V3 40 SL R C W.I. r. i - - ®8 STY 1-1 � - - r+ lift CNI I O. ° 73— �I x1l_ Luin Q\S% O TUB PLATFORM A10, r x C, M 3 m m m FANG TO) �6e CA 0 A — . ,4CCE�S _N 110\ , p w LINEN / AN (VTC (2na68--fir _NOW 0RE LINEN / / O \ _ N N 1 15-F. i I r 6' ItilO L.AUNOR110 V. - - 0 FAN O) [mite a SH. OPEN To DN. I 4 1 1 1 1 I WAST -I E -I DRYER -- --� 5ELOW I I i i i Y.T.O. Cq / -- — -- 4 1.7 I— — i— T_ — — ,i SK I I 1 1 1 5 761 i1�" n 6'-3" 6' 10 1/2" IIS � 2 I_� rp ' IIq �n N +\ cn L ----- '�PC� I I L INEN ' 5-sH. 0 155-DROOM 02 III CNII I LANDING L I a (D = 4'-0 1/2" 4 1/T" �M 6'\0" 110 V.A, ry b \� T�1 A�1 (YTO) VA2 %4. DAN OPEN TO P �I�4LL \� ❑ BELOW '� 3/ FAN (\/TO) 2a6e 1 / \sy 3� •may y TQxAMR 4'-11 3/8" 1 5'-i 1/2" IT C', 110 110 ' 41-i" 4'- J 3/8" 110 V I i � V) r c\v N ' LINE OF WALL 15ELOW y �� f I r ]T 5WROOM #4 LL � II 01 " \ to f\k ILINE OF WALL BELOW �tiy s F- 1 I V3050 CSM �f-- - --�f 3-0'x51_ '1 J L:�j V2046 J3 GSMT LL J L EC;RESS 11 6-0 4 6 1 EC�RE S 1 I I 1-411 41-11/2" 21-411 4 1_5 1/41172W-SI/211 2'-2" '-1 1/2 13'-4 3/4" 9'-7 1/4" 111-11" 15'-6 1/4" 3'-11 1/2" 411-0" UPPER LEVEL FLOOR PLAN �x 0= f N Checked h O 0 � M*4 Scale Job 1 "=101-0° �61 U �A 0 0 Z LLJ .O c� O 00 co C Q 0 ctrl 0000 O� Ix 11 = II -011 4 U Drawn Checked DSF J Sheet M*4 Scale Job 1 "=101-0° 0 Z LLJ .O c� O 00 co LUO.) Q N 0000 W Q N 07 00 0 = H C) N ^^ 00 W O �QNN ZLn L0 CO) o X C9 i H LL N O J 1 (0 LO0 00 Z0 W z 0 IL ~ W O� J U) W W W Z 0 z Revisions Drawn Checked DSF Date July 21, 201'1 Sheet M*4 Scale Job 1 "=101-0° 95 A L7 RIDGE HEIGHT I L J - 1 - L ------J L 1-----------J L-------------------------------------------------------- LEFT ELEVATION , 11 -1-m LEY. EXTEND 5ARGE RFTR ro" TO COYER GUTTER ENDS (TYP) - UPPER LEY. SU13F MAIN LEV. PLATE 1x3/1x4 _7 CORNER TRIM 61 STONE VENEER 13,48E w/ GONG. GAP ---- MAIN LE -V. SUPFLOOR 0 12 COMPOSITION SHINGLES g 12 1:12 gF�,o 1:12 LIVING ROOM R 16" WOOD SHUTTERS — 1x3/1x4 CORNER TRIM 1:12 r -LJL--j �U = L� _ _ _ _ _ MAIN LEY. SUPFLOOR In -7-7 - - - 1 16 8 OH. GARAGE DOOR w/GLASS PANELS - TOP OF GARAGE SILL PLA J (3) 11" x III Ix& TRIM — -1 USD. COLS 1 7 — — —i1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —; — — — — — —L J L- L- � J 14 I5"x24" LOUVERED ARCHED G,45LE VENT I1x4 TRIM 1 1 IIx/o TRIM 2x3/1x8 TRIM -,� Elm 1:12 U� ■i ■ ■ ■ ■ tl II ■ ■ ■ 12 9 6x/o CORBEL o/ 1x8 TRIM 12:12 ■N■■■ so IN ■■3a■ 0- ■■■ J Drawn Checked on IN is I'm e J Vii■■ Ad*5 Scale Job w 1:12 7:12 2x12 15ARGE w/ Ix5/Ix3 RAKE TRIM LEY. SHINGLE SIDING 1x3/Ix4 CORNER TRIM PEVEL SIDING UPPER LEY. SUf3FLOOR MAIN LE -V. PLATE 2x8 TRIM 1x4 TRIM STONE VENEER WAINSCOT w/ CONG. GAP LE SIDING (3) I1"x II" WD. COLS E VENEER SCOT w/ - CAP RIDGE HEIGHT rm R 0 N T ELEVATION %11 = ]I-0II 4 L r U 0- J Drawn Checked �F J Sheet Ad*5 Scale Job w W 0 ZLu • Z C`') co o0 00 Lj O') Q N C\j 00 Q0Q 6 W N , 00 0 = H C)^^ N 00 m o �Q Z Lr) Lr) CO)C-0 C) X ...... LL%= Z Q J 0- N 0 J �o 00Z CY) W g 2 z O IL ~ W Z 0 Q Revisions 0- Drawn Checked �F Date July 21, 2011 Sheet Ad*5 Scale Job I "s 101-0" FIRE STOPS SHALL 5E PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS FROM VERTICAL TO HORIZONTAL SPACES, INCLUDING STAIRWELLS, TUP a SHOWERS, FIREPLACES, ETC. 1, AIR DUCTS PASSING THRU WALLS, FLOOR OR CLC. TO DWELLING TO 6E .019"(26GA.) GAL. SHEET STEEL W/ No OPENINGS INTO GARAGE. 2. PROVIDE GARAGE TO LIVING SPACE FIRE SEPERATION PROTECTION IBY ONE OF THE FOLLOWING METHOD: A. APPLY 5/8" TYPE "X" GW13 AT ALL WARM WALLS, SUPPORT MEMBERS AND FLOOR/CEILING ASSEMBLIES SEPERATING THE GARAGE AND LIVING SPACES. WALL TREATMENT SHALL EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING. B• PROVIDE 5/8" TYPE "X" GWB TO THE GARAGE SIDE OF THE CEILING AND AT ALL SUPPORTING MEMBERS. WHERE CEILING FRAMING MEMBERS ARE SPACED GREATER THAN 16" O.C., THE CEILING SHALL BE PROVIDED WITH TWO LAYERS OF 5/8" GWB. 3. PILOTS, 13URNERS, HEATING ELEMENTS AND SWITCHES TO FURNACE E WATER HEATER SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR a 13E PROTECTED FROM VECHICULAR COLLISION. 4. IF WATER HEATER HAS NON RIGID WATER CONNECTION AND IS OVER 4' IN HEIGHT, IT SHOULD BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKE- MOTION ARTHQUAKEMOTION PER UMC 504(4). PROVIDE PRESSURE RELIEF VALVE TO OUTSIDE. DO NOT TRAP, SLEr,7RIC,4L LE-CmM-ND - 110 VOLT SMOKE DETECTOR 110 V. INTERCONNECTED W/ BATTERY BACKUP ❑ EXHAUST FAN (VENT FAN (VTO) TO OUTSIDE) ( UNLESS NOTED OTHERWISE ) STANDARD PLATE HEIGHT: 9'-1" ABOVE SUBFLOOR. STANDARD HEADER HEIGHT: -1'-10�," ABOVE SUPFLOOR STANDARD HEADER 4x12 a j c11 T-5 3/4.11 23'-6" 6'-0 1/4" \/50410.19 SLD IO�2-0 SINK w/ DISP. KITCI��N 3'-0" s'-0" ISLAND 4'-S 1/4" 5'-2 3/4" ,4 Yi0 10 S.D. 11-0" x 1 w/12'TRANSOM 1 SAFETY GLASS I I I NOOK � I � I M I a �Q� et �P 0< 13'-6 1/2" Elm —11-1" LINE (T WALL 15OVE 6'-5 1/2" Y3060 PICT. ®-0" x 6'-0" V20/30 "0 CSMT 10 SAFE -011 x 6GpLil 'ASS FAMI 13RG. WALL I3RG. WAL 51-23/411 31-0" 41-51/4 " 10" 41- 1/211 c.o.111- A to DINING'� II° - 10'-11/2" 21-6" 61-2 CARR L CLG � i i i i i i G' + �bl i1 AS W/ PI 11 CA (� W cd —_ Z LL � \ 0O O 2 i p l I I W15 G. WALL 3 N \ m 3 1 1 V 1 CONT. RAIL a u N \ - 36" N. oPEN pWEM LIVIN12 RAIL'cf 61-11/211 VAULTED CLC. 0 a r \� 3'-51/2" M FRAME HEADER AND STUDS > It 2488 � IN WALL FOR OPTION FIRECE' / \ \ _ TO oe � ��' � N �• / \� 2488 13RG. WALL s►/ 1p , ��,�� `` \ , �� RG. WA -9 5/8" 1 r �� Q' �j� 13/0" THICK SOLID E3RG. WALL a `S; CORE WOOD DOOR w/ -31' 21_3 11 SELF CLOSING DEVICE 3'-11 1/2" :THQUAKE VALVE =D PER CODE- FIN. ODEFIN. SLAB 110 - STUDS 611 COFFERED CLC. r 8 STONE VENEER WAINSCOT w/ CONI. CAP_ SEE SHEET A2.2 FOR APPLICATION C: ` to 0 cA S . LII, ��- ►12- mill 3 O 6 31080E RTY DOOR cv w/ (2)-1 -l-" SIDE LIGF14TI •5' - LINEof SLR. A�V.1 m 1 I� 1 EDGE OPORCH 4.111 L I 2'-10" 11-211/2" 3 -CAR 15"AiRAG M - - CA m It - CA x %0� N Checked DSP 011 CEILING GARAGE TO HOUSE A1*3 Scale +� WALLS 4 ALL SUPPORT MEMIBERS �x rVI - 4" CONC, 5LA5 OVER 4" GRAVEL FILL `r - 04 TOP OF SLA13 IS 3i" 13ELOW ' q " X C`') c� o O00 SLOPE 6LAI3 5" TO DOORS. C N O� Q 00 W Q N 07 00 0 Li � C) 0 I I � ~Z00 Q I I I � LL � I F_IN F FLK AIBV\. CO Y N - I M I 0,11 _ - — 16080 O.H. GAR. DR- — — - --- i�za dD U m LL x 0 c11 T-5 3/4.11 23'-6" 6'-0 1/4" \/50410.19 SLD IO�2-0 SINK w/ DISP. KITCI��N 3'-0" s'-0" ISLAND 4'-S 1/4" 5'-2 3/4" ,4 Yi0 10 S.D. 11-0" x 1 w/12'TRANSOM 1 SAFETY GLASS I I I NOOK � I � I M I a �Q� et �P 0< 13'-6 1/2" Elm —11-1" LINE (T WALL 15OVE 6'-5 1/2" Y3060 PICT. ®-0" x 6'-0" V20/30 "0 CSMT 10 SAFE -011 x 6GpLil 'ASS FAMI 13RG. WALL I3RG. WAL 51-23/411 31-0" 41-51/4 " 10" 41- 1/211 c.o.111- A to DINING'� II° - 10'-11/2" 21-6" 61-2 CARR L CLG � i i i i i i G' + �bl i1 AS W/ PI 11 CA (� W cd —_ Z LL � \ 0O O 2 i p l I I W15 G. WALL 3 N \ m 3 1 1 V 1 CONT. RAIL a u N \ - 36" N. oPEN pWEM LIVIN12 RAIL'cf 61-11/211 VAULTED CLC. 0 a r \� 3'-51/2" M FRAME HEADER AND STUDS > It 2488 � IN WALL FOR OPTION FIRECE' / \ \ _ TO oe � ��' � N �• / \� 2488 13RG. WALL s►/ 1p , ��,�� `` \ , �� RG. WA -9 5/8" 1 r �� Q' �j� 13/0" THICK SOLID E3RG. WALL a `S; CORE WOOD DOOR w/ -31' 21_3 11 SELF CLOSING DEVICE 3'-11 1/2" :THQUAKE VALVE =D PER CODE- FIN. ODEFIN. SLAB 110 - STUDS 611 COFFERED CLC. r 8 STONE VENEER WAINSCOT w/ CONI. CAP_ SEE SHEET A2.2 FOR APPLICATION C: ` to 0 cA S . LII, ��- ►12- mill 3 O 6 31080E RTY DOOR cv w/ (2)-1 -l-" SIDE LIGF14TI •5' - LINEof SLR. A�V.1 m 1 I� 1 EDGE OPORCH 4.111 L I 2'-10" 11-211/2" cv (3) II" SQ. COLUMNS 4—, u c/ 36" HIGH CULTURED STONE VENEER BASE w/ CONI. CAP 2'-10" 5" (TYP. 3 PLACES) ,4 �41.i 31_0n 4'-61/4" 3'-101/4" 3'-101/4" MAIN L Cal V Cm L FLOO{Z 16'-311 11 � 2'-4" 21'-i" jll 4 STONE VENEER WAINSCOT W/ GONG. CAP. SEE SHEET A2.2 FOR APPLICATION MAIN FLOOR AREA: 155021 sq.ft. UPPER FLOOR AREA: 112133 SCISt. TOTAL FLOOR AREA: 3211.54 sq.ft. GARAC4E FLOOR AREA: 638.53 sq.ft. COVERED PORCH AREA: 131.88 sq.ft. U 3 -CAR 15"AiRAG M - - - MNOTE: 5/8" TYPE "X" GWf3 6 Checked DSP J CEILING GARAGE TO HOUSE A1*3 Scale +� WALLS 4 ALL SUPPORT MEMIBERS - 4" CONC, 5LA5 OVER 4" GRAVEL FILL TOP OF SLA13 IS 3i" 13ELOW MAIN SU�FLOOR LLJ • Z C`') c� o O00 SLOPE 6LAI3 5" TO DOORS. O� Q 00 W Q N 07 00 0 I C) N I I �r I Q I I I � o � I F_IN F FLK AIBV\. CO Y LLL - I I N - — 16080 O.H. GAR. DR- — — - --- cv (3) II" SQ. COLUMNS 4—, u c/ 36" HIGH CULTURED STONE VENEER BASE w/ CONI. CAP 2'-10" 5" (TYP. 3 PLACES) ,4 �41.i 31_0n 4'-61/4" 3'-101/4" 3'-101/4" MAIN L Cal V Cm L FLOO{Z 16'-311 11 � 2'-4" 21'-i" jll 4 STONE VENEER WAINSCOT W/ GONG. CAP. SEE SHEET A2.2 FOR APPLICATION MAIN FLOOR AREA: 155021 sq.ft. UPPER FLOOR AREA: 112133 SCISt. TOTAL FLOOR AREA: 3211.54 sq.ft. GARAC4E FLOOR AREA: 638.53 sq.ft. COVERED PORCH AREA: 131.88 sq.ft. U Drawn Checked DSP J Sheet A1*3 Scale Job 0 Z LLJ • Z C`') c� o O00 00 O� Q 00 W Q N 07 00 0 = H C) N 00 m ozLr'`r' � Q o X �++ CO Y LLL N ❑ J LO 0 00 Z W Z O Lv F_ J U) W H Ld W Z 0) Z Revisions Drawn Checked DSP Date July 21, 2011 Sheet A1*3 Scale Job