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Z <br /> SHEARWALL SCHEDULE 57TH ST SW 0 <br /> SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip Straps Callout Strap All Wood Nails/ : ,°•.. . U Z <br /> type edge field Member list x.94 x 1.4 Bolt 5/8" type Spacing T Member Bolts .° ••:°_" :_ Q Q <br /> @ @ (to adjust @ @ (Ibs) (in) " <br /> (in ox.) (in o.c.) for HF) plf (in ox.) (in ox.) A MST37 2345 2 2x 20-16d =�° � LLI 2 <br /> ( ) = °��o :- 10'UTIL. EASEMENT - ° 10 UTIL. EASEMENT <br /> P14 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" Holdowns Callout All Wood Bolt Embedment A ' - O <br /> P1-3 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" T Member type 1 - . ' .• N <br /> Roof 7/16" 8d 6" 12" 2x 226 316 (ibs) 1 .t-• ` - - - _. <br /> 1 HDU2 2215 (2)2x SB5/8x24" 18" r " 20' BSBL 20' BSBL J <br /> Floor 3/4"T-G. 10d 6" 12" 2x 300 420 `, -" Q J <br /> 2 HDU4 3285 (2)2x SB5/8x24" 18" I ---� I Z J <br /> 3 STHD14 3815 (2)2x NA NA 1 ----- ._ •i " m O m <br /> 0 1 FRONT <br /> lo 40-0 (!� v1 I GARAGE PORCH 1 -- 0 <br /> rn I I i ---- <br /> 22'-0" 18'-0" _ U) 1 i 1 FRONT <br /> 7 -0 9 -0 6 -0 3-6 7 -0 7-6 N �� 1 i I GARAGE PORCH I 19' U) <br /> 9'-0" �'-0" 4. <br /> 4 - • �1 I I i Li <br /> 30 x30 x12 1 I I I I w <br /> LOT 1 <br /> 24"x24"x12" CONC. 4.3 <br /> CONC. FTG. m m I = <br /> W/ GRID OF O <br /> FTG. W/ GRID OF _ <br /> 4- #5'S EA. WAY EA. WAY 1 LOT 2 <br /> P1-3, P1-3 COVERED 1 <br /> ------------ 5040 ---------------- 5040_ 2 1 1 DECK I m <br /> -- ---------- <br /> 8 I <br /> 2x6 - - - - — — — — <br /> I _______ ; 6x12 PT 6P63.8 6x12 PT 6x6 3.g 14 ----------------------, I I <br /> 1 -- 4x10 3.7 ------ 4.1 ---- 4x10 3.7 ------ I COVERED <br /> EGRESSP1� PT o I I DECKIV <br /> I POST POST I 1 10 I v' w <br /> 1 I �I I / <br /> I o <br /> I 3o I X� I 4" CONC_ SLAB s� 20' BSBL 20' BSBL m <br /> SELF CLOSING �� fs ON COMP. FILL ao I O <br /> 1 i o BDRM. #4 a-Y 1 o N — <br /> 00 <br /> Cfl <br /> P1 1 I N 8 CLG. P1-3 1 10'PVT. DRAINAGE EASEMENT <br /> HOBBY AREA I " 1 4.1 <br /> C/Ok ) I L 2--- 5040 ------------5040---------------- <br /> STEP I I 8' CLG. I 2x6 <br /> I <br /> DOWN I 1 �- ----- 4x10 3.7 --- ---4x10 3.7------------I 11 <br /> CONC. I SD NN II I1 O C0 OsD 1I I - • ° �•• .. . <br /> "------------------- iIIi1 <br /> 5'BSBL <br /> °:WALL 6 I I STEP DOWN . 6' <br /> AS 2x6's @ 16 O.C- I CONC. WALL <br /> z2 AS GRADEGRADE 24 GARAGE PERMITS x 16"x8" FTG. PERMITS Q w LL J <br /> 2:" <br /> T <br /> 2x4's @ 16" o.C. ; ; 1 LOT 3 I m -J Z <br /> 4.1 I I ON 16"x8" FTG. BONUS #2 I I P1-6 I o <br /> I ------------ 3.7 I I ZO' -1 _ I N w O <br /> I L-----R&S----- ---------------- ------------- � 8' CLG. I I 1 I FRONT I <br /> �_ 4x10 I CONC- '0 1 PORCH o I ~ <br /> XSHWR. <br /> Of Q Q <br /> Y2" GWI3 ON J3.3 o IT � L > U1a0 1 90 CFM - 24 UNDERSIDE I 1 UP O W 35' Q Z <br /> 1 42" VAN. OF STAIRS 5'-0" '`' CRAWLI---------- 5SPACE 'BSBL®G� 3.4 ACCESS 1 I STEP DOWN Z ----------- 0 <br /> 3'-10" 3.3 o w I X I CONC. WALL <br /> 1 i uP -I26 SOLID I I AS GRADE 5' <br /> I 7 �' o CORE 37 I - PERMITS o SETBACK <br /> I r-------------- --, L------ - - --------- --- --- ---------------- <br /> 4. 1 <br /> 1 1 2 1'_$"I - - ---- 4x10 11 � DETAIL <br /> - 1I1I 11II 10'-2" --------- --- - ----I 3'-4' CONC_ W -- <br /> —11 -4 5,- SOLID <br /> - <br /> o <br /> BLOCKING <br /> 4.21 1 AT ALL SUPPORTS <br /> " 1 L 1 4.1 FRAMING ABOVE BASEMENT KEY LIST = <br /> 12 MIN. BTYVN. I I <br /> LO <br /> r2''-2"I I FTG. & BM. I I — <br /> 1 I ---J I CRAWL SPACE --- ------------J I KEY NO.3.3 STAIR STRINGERS, HF NO.2,2X12",@ 16"O.C. J 1 I 1 r--- <br /> 1 I S� 1 1 287sf I — — -�— KEY NO.3.4 JOISTS AT LANDING,HF NO.2,2X6",@ 16"O.C. <br /> 4 CONC. SLAB I J 150Sf L IF------- -------------- I <br /> 1 ON COMP. FILL I I (1 sf OF VENT/150sf) 3.5 1 1 KEY NO.3.5 BEAM,DF NO.2,4X10" Q <br /> �s 4.2 I I =2sf OF VENTS 4x10 BM ON 4x4 I I KEY NO.3.6 BEAM,DF NO.2,4X8",P.T. <br /> =4 VENTS w POSTS @ 4'0"O.C. I I I <br /> io I I ® 0.5SF EA. I I KEY NO.3.7 HEADER,DF NO.2,4X10" <br /> ao I 1 I I z ON 16"x 8" CONC. FTG. I 1 CI <br /> NI <br /> 8 �' I I 12 x6 I 1 -, }- <br /> N I 1 I I I I I „ O FOUNDATION KEY LIST <br /> L--------------- -i CRAWL SPACE 1 1 12 x6 <br /> 16" I ry <br /> - MIN. 18" HIGH SCREENED O <br /> SLOPE SLAB I I I FDN. VENTS KEY NO.4.1 CONTINUOUS FOOTING,FC=2,500 PSI,16X8",W/STEM WALL 8" <br /> I i DOWN 3" Ti I I 1 6 MIL BLACK PLAST. I 14-5 <br /> 1 - I 1 �S VAPOR BARRIER I OF 4 KEYNO.4.2 BASEMENT WALL 8",W/CONTINUOUS FOOTING,FC=2,500 PSI,30X10"TO DOORS o I I �j I I I I KEY NO.4.3 SPREAD FOOTING,FC=2,500 PSI,24X24X8" N <br /> I I I I I I I I I <br /> I I o I 1 4" CONC. SLAB I L--------------------J I KEY NO.4.4 SPREAD FOOTING,FC=2,500 PSI,30X3OX8" <br /> 1 1 1 1 ON COMP. FILL 1 I <br /> II I I -------------------------i VJ <br /> II I 4.11 1 4.1 <br /> 1 1 I I 2_ <br /> ! 73/4 MAX 4.3 0 <br /> 1 1 CONTINUOUS FTG. UNDER 1 i N STEPS 24"x24"x12" CONC_ o <br /> GARAGE DOOR OPENING 1 1 <br /> I I I I U 3 6" FTG. W/ GRID OF d- Q <br /> 1 ---- -- - -_-_--_-_-_ ---� i 4- #5'S EA. WAY (J <br /> - - - <br /> L` --- ---------------------------------- --- i FOUNDATION PLAN <br /> 16'-3" R.O. 8'-0" 12'-0" 1/4" = 1'-0" <br /> 1'-10%" V-10%" LIV. AREA = 776 ft2 PAGE <br /> 20'-0" 20'-0" GLAZING = 100 ft2 ( 12.8 %) <br /> 40'-0" GARAGE LEFT ) Of 7 <br />