630 57TH ST SW 2023 Plans 2025-11-07

SHEARWALL SCHEDULE SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip Straps Callout Strap All Wood Nails/ z type edge field Member list x.94 x 1.4 Bolt 5/8" type Spacing T Member Bolts @ @ (to adjust @ @ (in o.c.) (in o.c.) for HF) plf (in o.c.) (in ox.) («) (in) 57TH ST SW W Z A MST37 2345 (2)2x 20-16d C) Q PI 1� 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" t w d b Holdowns Callout All Wood Bolt Embedment _ ° _19/32" 10d 3" 12" 3x 625 875 36" LTPS 12" "_ °�- "- �- - " � T Member type a O Roof 7/16" 8d 6" 12" 2x 226 316 (�bs) = HDU2 2215 (2)2x SB5/8x24 18" :a . - - 10' UTIL. EASEMENT °:- 10'UTIL. EASEMENT = Q Floor 3/4"T.G. 10d 6" 12" 2x 300 420 _ - _• � - 2 HDU4 3285 (2)2x S13518x24" 18" 1 a N 3 Q J STHD14 3815 (2)2x NA NA < ` Z _J -- - . r '- 20'BSBL 20'BSBL 0 o I FRONT I r =--- __ in Q 18'-010" 22 -Q cn -v1 I GARAGE PORCH I i �- 71-61 1 71-011 �� 6�-011 9'-0" 7'-Q" = m I I I 4.4„ I C I t FRONT I CIS 70 m' i i GARAGE PORCH 19' 30 x30 x12 9 0 9-0 U� A I t w CONC. FTG. W/ GRID OF 4 3 24"x24"x12" CONC. Cn �1 LOT 1 i I I- 5- #5'S FTG. W/ GRID OF m m EA. WAY 4- #5'S EA. WAY - �i 0 t 2 P1 3------- 5040 ------P1-3------- 5040 ------P1-3 _ ' I COVERED I j LOT 2 j 00 3.8 6x6 6x12 PT 3.86x6 6x12 PT I 2x6 I 1 I DECK I I I F— PT PT r------ 3.7 4x10 ------ ------ 3.7 4x10 ------- --I I 8' I POST POST P1-3 I 4.1 EGRESS I I 14 I I 1 ----------------------� I W COVERED I mJ I I I I M I I DECK I m Z I 4 CONC. SLAB 10• 1 X 3o I I ____________ m 00 \ ON COMP. FILL Z; 1 d 1 SELF CLOSING I I fJ sF>Y BDRM. #4 - 1 i _ ' 20' BSBL 20' BSBL P1-3 I 8' CLG. I I P1-3 co N N I 4.1 1 - 5040------------ 5040 ---2� X 1 HOBBY AREA `- I I Q — OI 8' CLG. I I STEP I 10'PVT. DRAINAGE EASEMENT r-----------3.7 4x10--- --- 3.7 4x10 I DOWN sD I I CONC. - STEP DOWN I I O 1 _ CONC. WALL 1 I 2x6's ® 16" O.C. I 1 r---------------------- --- WALL �t 5' BSBL AS GRADE ► 1 1 STEM "WALL ON � 26 1 t AS N T -O z PERMITS t I 16 x8 FTG. so Y2� 4 I I GRADE N ='" - - " -• �= 6' t z co 1 x l PERMITS J • Q •. J IAl I 20' I 1 a• w GARAGE I C� CL 2x4's @ 16" O.C. z I I BONUS #2 ON 16"x8" FTG. t 14.1 �• I" I in I I 8' CLG. I 4LOT 3 I m W O I I CONC. t 4x10 _ 20' 1 L_� 1 N Q Q I I L----- I FRONT I I UP o 3.3 Y2 GWB ON 24- - - F��- 3z4, 1 'o I PORCH ow I < ❑ I + I 7 I I UNDERSIDE �0 CRC I I CI L t Q z I I CRAWL 5'-0" OF STAIRS 42' VAN. I 1 0 I > U STEP DOWN 1 1 SPACE 3.4 1 r I rn I I I LO m I 0 Ld 35' V O CONC. WALL I I ACCESS W o 3.3 3'-10" rGF7® SHWR. I z� I I LL _ GRADE 1 2040 SOLID 26 � I � - -- ---- I -� �---------------------- 5'BSBL o PERMITS 1 3 7 CORE o "' I �P I _ I _ ___ SETBACK 4x10 IF----- ------------------ 11 O 3'-4' CONC. WALL JV I i 4.2 i i �ODETAIL N I 1 5'-0^ 11 -4 10'-2" I d' CV) cO I I SOLID BLOCKING I I I c0 I I AT ALL SUPPORTS I 14.2 4.1 I 1 I I I I I I 12" MIN. BTWN- I I _ I I 1 1 rn I FTG. & BM. I ri2'-2 '� I IFRAMING ABOVE BASEMENT KEY UST L------ ---- � CRAWL SPACE I --- � I I 1287sf I I I 3.5 J 150sf -_-� I y �Z 4" CONC. SLAB I I KEY NO.3.3 STAIR STRINGERS,HF NO.2,2X12",@ 16"O.C. Q (1 sf OF VENT/15osf) I I i ON COMP. FILL I I I I 1 4 2 I I KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. ❑ 4x10 BM ON 4x4 a- =2sf OF VENTS �� ! I I I KEY NO.3.5 BEAM,DF NO.2,4X10 POSTS @ 4'0"O.C. =4 VENTS I I " � N ON 16"x 8" CONC. FTG. _z @ 0.5SF EA. i I io I I KEY NO.3.6 BEAM,DF NO.2,4X8",P.T. I I C' I I -_J12"x6" I I I I ap CD4— 8" KEY NO.3.7 HEADER,DF NO.2,4X10" _ I I I I SCREENED 1 i ��CRAWL SPACE ------------------ J 1 I i N Of MIN. 18" HIGH - I 116" FOUNDATION KEY UST 0 FDN. VENTS i i I I TYP. OF 4 I I 6 MIL BLACK PLAST. 1 r -------------I t SLOPE SLAB I I � - _ I VAPOR BARRIER t " t t 0 1 I DOWN 3 I I KEY NO.4.1 CONTINUOUS FOOTING,FC=2,500 PSI, 16X8",W/STEM WALL 8" I I I o TO DOORS I 1 N I I KEY NO.4.2 BASEMENT WALL 811,W/CONTINUOUS FOOTING,FC=2,500 PSI,30X10" I L----------------------I I 4" CONC. SLAB I i o I KEY N0.4.3 SPREAD FOOTING,FC=2,500 PSI,24X24X8" �. --_------ I ON COMP. FILL I I r 1 I I KEY NO.4.4 SPREAD FOOTING,FC=2,500 PSI,30X3OX8" ------------ 4.1 I I I N 1 1 _ I 14.1 I I ff I I c.4 - I 4.3 T73/4 MAXCONTINUOUS FTG. UNDER 0 24"x24"x12" CONC. PS N I i I I 1 I GARAGE DOOR OPENING t I FTG. W/ GRID OF 611 UP 3 I I t I 4- #5'S EA. WAY ----- 1 --- ------------------------ I w - -- ---------- -- J �/) 40' FOUNDATION PLAN 12'-0" 8'-0" 16'-3" R.O. 1/4if = 1'-Q" 1'-10%" 1'-10%" LIV. AREA = 776 ft2 PAGE 20'-0" 20'-0" GLAZING = 100 ft2 ( 12.8 %) 40'-0" GARAGE RIGHT 5of 8