1708 WALNUT ST 2023 Plans 2025-11-05

18 16 14 13 12 11 10 9 8 7 8 6 4 3 2 1 NEW FOUNDATION 7 Sim Q� — TYP.CRAWL SPACE CONST. r 1 52.00 O FINISH FLOOR PER PLAN I _ _ — — — _ _ r — — — — — 1 RIM JOIST I i I 1 I I — — — — — — — — — — — — I e Sim I I I I I I I —_—-—-—-—- TOP OF SUBFLOOR I ---- 52.00 1 EXIST.2"X8" I I I I PT.2X6 SOLE PLATE W/ANCHOR 1 I 1 @16 O.C. I I ( I W BOLTS PER STRUCT. I r NEW.2'XV' I 1 I �116O Cam„ I I EX.FOUNDATION I V K '7 FLASHING TIP. I @16 O.C. K y 1 1 1 I I I 1 5 Sim Z CONT.WATER PROOFING I 1 I I I S2.00 C EXTEND MIN 6"ABOVE 1 I I I I I FINISH GRADE TYP. W LL AN FOUNDATION 1 I C CONC.SLAB ON TOP OF FOUNDATION WALL AND CONTINNOUS I I I _ I BEAM -—-—-—- -—-—-—-—-—-—- 12"WIDE FTG.TYPICAL 1 � — J I r � I EX.W`X" 1 1 GRADE WM8X 6 I EXISTING CONCRETE 3 z 1 _®_r______ _ _______1__ 1 I I FOUNDATION WALL z BACKFILL L — — —to 6"X10"I I I I o I 1 BEAM I 1 I 1 J —_5 — I I I I I I I g - - FINISH ORADB I I I I I CONC. 10 — I I FOUNDATION 5: I I I I WALL I = i0 4"PERF,FTG DRAIN FILTER I I I I I I MEMBRANE MATERIAL,PLACED IN i I 2"MIN.GRAVEL OR CRUSHED I I I I I I I 1 III—III—III STONE DRAIN TO APPROVED I I I 1 I I STORM SYSTEM I I I III—III—III �I—I I 1 1 I I I EI I 1=1 I El I I� I I I= 1 EAST.2X8" } 1 1 I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J —III=1 =1 1= 1=1 4"X8" Sim Sim I =III=III=III=III PER STRUCT. _ =III= _ 4"TIGHTLINE FOR ROOF DRAIN TO I BEAM I EXIST.2"XS" I 9 5 W — — APPROVED STORM SYS. @160.C. I A9.10 52.00 I I Z ® Existing-FOUNDATION CRAWL SPACE 1 I I I O FOUNDATION PLAN-Garage o a H 11/2"=1,-0„ I I I 1 1 /a"=r-0" H wIll > SIMPSON WOOD STRONG WALL r - - - J I 1 1 I 1 w LU z W PROVIDE SIMPSON a HD FOR 1200#UPLIFT I rn DBL 2X6 PT. I I I 1 I I 7 PAB7.30 I I LTJ I I a I � I I I I p 8"CONCRETE FOUNDATION WALL 1 I BEAN" I I I G n BEA NEW 4"CONIC. I I I 1 I EXIST 2"XI" II SEE NOTEI I CRAWLSPACE VENTILATION SaoW61 @1so.c 1WM CRAWSPACEI I I VENTING I VENTING IN CRAWL SPACES SHALL BE PROVIDED IN ACCORDANCE WITH IRC R408 — 11 Ed :,' ,,.... ,, ,_•,..,.•.•, :'-•;•.,. •' :';','";:` .:. � I SCREENING FOR CRAWLSPACE VENTING SHALL BE I I-1 1 —I —III I I I I PROVIDED WITH OPENINGS NOT TO EXCEED 1/4" —III- ,:,'.'; I - - - - - - - - - - - - - - - - - - - - - L_ I L � E 1/150 x CRAWLSPACE SF F ;' I I VENTS BASED ON 16"X9"'MASTERFLOW WITH 57 IN-NET FREE VENTING F cOi —III—III—III—I - — - -�—�— _ _ AREA L r C III—III—III—III—• .. ,.`.�.•° —III—III—III—) — r — ONC. LA SB ON _ _ _ _ _ _ _ — J VENTS TO BE PROVIDED WITHIN 3 FEET OF CRAWLSPACE CORNERS vt GRADE W/BX 6- FILL POODLE 6 TAMP I —III—II—II—I '`..',y. I—III—III—III—III—III— I 110/tO WWM W/PIT RUN GRAVEL F_ L —I I I-1 I I-1 I I—III = LZ-#151CONTI RIi IR_I—II—III I � — III _ EXISTING POST REQUIRED: w CARRY FOOTING ON THE—I I =III=I I III—III—I 11—I I — I I—I 11-1 1 1-1 1-1 L — _ _ _ _ w w Y d SOLID BEARING. — _ = - - — — —III— CONC.STEPS TOTAL CRAWLSPACE AREA=12808E m iTi —i —i III—ITi—iTi-1 1 I— —iTi—i —i AS REOD. 1/150 x 1280=8.5 8F(x 144 INS/SF=1228 IN?) F Z In�p O E 4) S.TYP. HOLDDOWN DETAIL @GARAGE DOORI 4) Existing FLOOR FRAMING PROVIDED: E —Z Ta 1 1/2"=1'-0" 114'=F-0" 12281N?1571N.�=21.55=22 VENTS =< m 3 V N R-21 IN WALL CAVITY PER of c W VERTICAL BATTS d I 2 SEC TABLE R402.1.3 SIDING PER ELEVATION = O WALL SOLE PLATE 3/8"OSB FLOOR 1/2"TEXTURED PLYWOOD Q m N SHEATHING 6 SIDING 3/4"EXIST WOOD FLOOR PER STRUCTURAL I EXT.GARAGE DOOR 10 mil.VAPOR BARRIER I WOOD FRAME D VERTICAL ENS 10 mll.VAPOR BARRIER I D GARAGE DOOR SIDING PER ELEVATION M EXPANSION JOINT 1/2"TEXTURED PLYWOOD I PERMIT APPROVAL STAMPS o 8 5 D NSHEATG PER STRUCTURAL I NG JOIST PER STRUCTURAL i F W/BACK-UP AND SEALANT WI R-301NSULATION 6"U-DRAIN CONNECTED PT.2X4 SILL PLATE (WSEC SEC.TABLE R402.1.1) MIN.1/2"CIA.A.B.(IRC SLAB PER PLAN R403.1.6)WI 3x3x0.229"PLATE I TO DS.TIGHTLINE 114E CHAMFER MIN.1/2"DIA.A.B.(IRC WASHER(IRC R602.11.1) R40311.6)W/3x3x0.229"PLATE ASPHALT DRIVEWAY WASHER(IRC R602.11.1) WALL SOLE PLATE U PAVED PER CIVIL CRAWLSPACE VENTING PER z C �----SLOPE 1/8">FT. IRC R408.1 AND CALC CONCRETE :1. f S a' �; C csi FOUNDATION WALL 6 6 MIL. i PER IRC SEC. — — .'�q, POLYETHYLENE f R404.1.3 i #4 CONTINUOUS — 't •,< '• FILM 7 —- U PER IRC R403.1.3.1 z —III—III .,:a °.A •,.e "i, �:. — #4 CONTINUOUS — ` 4"REINF:SLAB", FINISHED GRADE _ _ = PER IRC R403.1.3.1 FREE DRAINING - -1 I —I I —I I U !2 GRAVEL WRAPPED �'ON GRADE PER".,.. , El — — ,•i; - --STRUCTURE — — — WITH —III- - =111 —III_III—II . _ _ _ — _ - — = 6 MIL VAPOR — I — — — PROJ.NO: — — BARRIER ROOF TIGHTLINE — — — — — — — — 22031 — `� PERMIT BZ. _ III— II—II: "............: s - - - - - _ _ _ _ -III— ''•�: '�•�.•`��+'°.-r•�'•,'�. . •-'��::�:a.•. �— I 4"PERFORATED - DRAWN BY:RBC f 1=III=III=III=III=III -- — — =1I1—III— 1=1I1=1I1 III IFDRAINPIPE — —III—III—III—IIi—III=1 III—I —III III—III III— I—III—III—I -III—III—I I.:. ;... I—III—III—III-1I1—� WRAPPED WITH ISSUED TE::MJG GEOTEXTILE q. ISSUE DATE:0310312023 _ SCALE:As indicated —1 11Ell I I-1 I =1 11=1 I =1 11 I I I=1I=111 I I I 1 11 I=III=III=III=III=III=111—I -III I I —1611„ III„el l l„ I l f,b,,l l l III-III III III-III III-11 -I I I—III—I 1:•. : ':� � ,_-..•: I—III—III—III—III—� -_ I I _ III—III-111—III-111_ III 11 1-1I1—III _ 111-1 _III=III=III=III =1 =1I I=I I I=I I =I I I=1 -I1 =11 PERPLAN=(( -1I -III-III-III-_1I FOUNDATION 1' 0" —IRC TABLE R408.i I=III—III—III- - 0. PLAN o A =1 I—III—III-1 I' A m DRAINAGE @ GARAGE DR. (TYP) NEW-FOUNDATION WITH CRAWLSPACE S-F TURNDOWN SLAB DETAIL @ GARAGE ONLY N I t/21=1'-0" O 1 UT'=1'0 18"x12"DRAWINGS ARE1/2 SIZE SCALE NOTED S2 00 m m 16 16 1 14 13 12 111 10 9 8 7 1 6 1 5 4 IF LINE DOES NOT MEASURE 1"SHEET IS NOT TO SCALE IF ANY DISCREPENCIES ARE FOUND,NOTIFYARCHIT~EDIATELY.VERIFY CONDITIONS AND DIMENSIONS IN FIELD.