628 57TH ST SW 2023 Plans 2025-11-07

SHEARWALL SCHEDULE Z SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip Straps Callout Strap All Wood Nails/ 0 type edge field Member list x.94 x 1.4 Bolt 5/8" type Spacing T Member Bolts (/) @ @ (to adjust @ @ (Ibs) (in) 57TH ST SW LlJ Z (in o.c.) (in o.c.) for HF) plf (in o.c.) (in o.c.) A MST37 2345 (2)2x 20-16d _ _ P1-8 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" °�f 11J = FP-1-4- Holdowns Callout All Wood Bolt Embedment P1-3 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" T Member type ._ " :- ;.'- _ • _ __ O (Ibs) 10'UTIL. EASEMENT '° •I ° 10'UTIL. EASEMENT Roof 7/16" 8d 6" 12" 2x 226 316 a" b = _ Floor 3/4"T.G. 10d 6" 12" 2x 300 420 HDU2 2215 (2)2x SB5/8x24" 18' —c.,� ° T" Q 2 HDU4 3285 (2)2x SB5/8x24" 18" 1 - a •1 N • ' J V' 3 STHD14 3815 (2)2x NA NA t • _° ;: Z _J r -- - - _-- 20'BSBL _ '. 20' BSBL O M 40'-0" 1 1 I . m 0 o I FRONT < 18'-0" 22'-0" N �' 1 GARAGE PORCH I I L-- F- L----- 7'-6" 7'-0" 3'-6" 6'-0" 9'-0" 7'-0" U) i 1 FRONT 1 C i i 1 GARAGE PORCH 19' 4.4 1 „ , „ (�f) 1 I I I W 30"x30"x12" 9-0 9-0 m 1 I I I I CONC. FTG. �, ► I I = W/ GRID OF F4-3 24"x24"x12" CONC. ► LOT 1 I I I 5- #51S FTG. W/ GRID OF n 1 I O EA. WAY 4- #5'S EA. WAY 1 I 1 I P Icy P1-3 P1 3 I I ; LOT 2 1 3 op 2 ---------- 5040 ------------- 5040 ----- -- I COVERED 1 2x6 I 1 I DECK 3.8 6x6L 6x12 PT 3.86x6 6x12 PT 1 _ 8' o PT POST P1-3 i------ 3.7 4x10 ---- ------ EGRESS ------- --i i �4 -----------------------i PT i m w - POST I COVERED ► �, I M 1 DECK 1 m z ME I o 1 11'-0" 10' ----------------------� m 0 �Z 4" CONC. SLAB I 1 0 I I O M ON COMP. FILL 1 ICI SELF CLOSING I I Z� 4:N�3 II I 20' BSBL 20'BSBL 11' BDRM. #4 N 8 CLG. � I P1-3 �4.1 I HOBBY AREA T_-____________5040 _________ 504_0__ Ir 10' PVT. DRAINAGE EASEMENT -- 2x6 8'CLG. STEP _ IDOWN -3.7 4x10--- --- 3.7 4x10 - C oh I I CONC. STEP DOWN I I - SD I I CONC. WALL I I 2x6's @ 16" O.C. w 1 I WALL N ° r---------------------- ---BSBL z STEM WALL ON 6 = Q AS GRADE l 16"x8" FTG. w sD 2 24 I 1 GRADE cV • " ¢- 6' I co PERMITS ---z 1 i X i PERMITS I , I 20" 1 I i 'la GARAGE ILJ I , 1 F r_I I 2x4'S @ 16" O.C. Z PL 1�11 I BONUS #2 ON 16"x8" FTG. I 1 4.1 • LOT 3 j m W o 3.7 I — I8' CLG" ------------- ---------------- -----R&S-----J I I b r 4x10 I �- I N Q I CONC" I — XSHWR. —r 20'1 1 FRONT o 0 I IL----- - - - ------- --- - ------- d' - GWB ON I o PORCH w I ' 1 ' 1 UP o 3.3 Y2" 2 (F�(vro) I _ I � I Z I I 7 I I UNDERSIDE 4 �90 CFM I 00 c� L� w 0 I Q I I CRAWL OF STAIRS 42" VAN. -1 r , I U � 1 35' v Q STEP DOWN I I SPACE 3.4 ® I N 1� j LL CONC. WALL i N i co ACCESS w o 3.3 3'-10" ��__-__ __ ____ I z L______________________ 5' BSBL AS GRADE 1 1 2040 SOLID 26 o I UP o PERMITS d- ,1 CORE--- r----J----�' - ------ ;I 5° 1 " ------ 5' --- --------- ---- ------� — 4-2 14x10 SETBACK O -------------------ki� -j------------- --- -1 DETAIL o 6 I 3 -4 CONC. WALL 1 1 4.2 04 11'-4" 10'-2" I - 5 M c0 1 I 1 AT ALL SUPPORTS 1 14_2co `• I I 4.1 I I I I io 1 I I 12" MIN. BTWN. 1 I I I FTG. & BM. I 12'-2" FRAMING ABOVE BASEMENT KEY LIST J L------------ --- -----I CRAWL SPACE L--- I I }, 1287sf KEY NO.3.3 STAIR STRINGERS HF NO.2 2X12" 16"O.C. I I 4 CON SLAB I ' @ Q ------ � 150sf --- Cj I I 3.5 (1 sf OF VENT/150sf) 1 I 7.7 ON COMP. FILL I I KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. I 1 4x10 BM ON 4x4 w =2sf OF VENTS 1 1 4.2 : 1 I I I I ca �'� I 1 KEY NO.3.5 BEAM,DF NO.2,4X10" I POSTS @ 4'0"O.C. w =4 VENTS I I i I I - KEY NO.3.6 BEAM,DF NO.2,4X8",P.T. I I ON 16"x 8" CONC. FTG. z 0.5SF EA. I I 1 I co 04 I I -D 12"x6" I I �� $�� 1 KEY NO.3.7 HEADER,DF NO.2,4X10" I Ch I I I I I I o SCREENED I I �Z CRAWL SPACE ----------------� 1 I I 04 O I i - MIN. 18" HIGH - 1 I 1 16" FOUNDATION KEY LIST FDN. VENTS I I 1 SLOPE SLAB I (n TYP. OF 4 1 I 6 MIL BLACK PLAST. I r ___----------� I _ VAPOR BARRIER Z� _ I DOWN 3" I I KEY NO.4.1 CONTINUOUS FOOTING,FC=2,500 PSI, 16X8",W/STEM WALL 8" (V - TO DOORS I I I I I I o I I KEY NO.4.2 BASEMENT WALL 8",W/CONTINUOUS FOOTING,FC=2,500 PSI,30X10" I L---------------------1 1 4" CONC. SLAB 1 I o I I KEY NO.4.3 SPREAD FOOTING,FC=2,500 PSI,24X24X8" 1 I ON COMP. FILL I 1 = I I N ------ 4.1 I I I I KEY NO.4.4 SPREAD FOOTING,FC=2,500 PSI,30X30X8" U) ------ --------- M] I 14.1 I I I I I I O' 4.3 73X MAX N 1 I \ I I I 1 CD 2 1 1 CONTINUOUS FTG. UNDER 0 I I Q 24"x24"x12" CONC. STEPS N I i GARAGE DOOR OPENING FTG. W/ GRID OF 6 UP 3 1 1 4- #5'S EA. WAY I --- -_-_ - ---_-_----- - —------ I Ill FOUNDATION PLAN 12'-0" 8'-0" 16'-3" R.O. 1/4 11 _ 1'-0" 1'-10%2" 1 -10/� " PAGE LIV. AREA = 776 ft2 20'-0" 20'-0" GLAZING = 100 ft2 ( 12.8 %) 40'-0" 5of 8 GARAGE RIGHT