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1019 100TH ST SW 2021 Plans 2023-01-26
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1019 100TH ST SW 2021 Plans 2023-01-26
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Last modified
1/26/2023 10:39:59 AM
Creation date
5/19/2022 8:57:24 AM
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Address Document
Street Name
100TH ST SW
Street Number
1019
Permit
B2112-031
Year
2021
Notes
CONSTRUCT NEW SFR, LOT 3
Address Document Type
Plans
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5 <br />S5 <br />S 4x87— ------- W 1---- -- - 4x8 ----- ---- S== = ---- -- 4x8 - -- W <br />I I <br />o °C:�] <br />I fl� <br />R�OF VET r <br />I <br />W <br />cf) I to <br />I I :DI I I <br />{I I I I I I Q}t Z' <br />ui <br />IttOILL <br />-- <br />I <br />z I 6 <br />S5 <br />w <br />I I i I I I <br />a j <br />I I I I I I I <br />o o O E <br />anic I I I I <br />All, <br />I I I I I I I I <br />I I I I I I I <br />I— — — ROOF VENT— <br />I <br />I I I I I <br />x8 <br />1 —W1/ <br />I I i I I l I I <br />I I \ I I I <br />i <br />I <br />I \ i <br />-- — _ -----�OOFVENT— — <br />-- --I-- ; -- - <br />I <br />4x8 <br />W'------Ig--------- I <br />I W' � GIRDER TRUSS <br />WHERE ROOF EAVES PROJECT 2-5FT FROM THE <br />PROPERTY LINE, ONE -HOUR CONSTRUCTION IS WALL FRAMING <br />REQUIRED ON THE UNDERSIDE OF THE EAVES. BEYOND OPENING <br />SOFFIT VENTING NOT ALLOWED AT THIS LOCATION. <br />#4 VERTICAL <br />BAR AT 48" O.C. <br />MAX. SPACING <br />CONCRETE SLAB & <br />2x4 OUTLOOKS <br />@ 48" O/C TYP. <br />—SW1 — -=SW1— <br />�' C�►t0-r�2,u5S Sv�����-� -rc� <br />16(NID ©T\j eAL!Q B <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />ROOF AREA = 1432 SQ. FT. <br />REQUIRED ROOF VENTILATION <br />1432 / 150 = 9.55 SQ FT = 1374 SQ IN. <br />WITH 16 BAYS <br />REQUIRED VENT <br />1374 / (2 -16) = 42.9 IN-2 PER BAY PER <br />SIDE. <br />END OF SHEAR END OF SHEAR <br />WALL PER PLAN WALL PER PLAN �\ HANDRAIL <br />1-1/2" DIAMETER <br />INSTALL 36" <br />SW 1 HOLD DOWN �SW 1 ABOVE TREAD NOSE <br />STHD_ STRAP DESIGNATION PER PLAN <br />DESIGNATION PER PLAN <br />SHEATHING PER SHEATHING PER <br />SCHEDULE AS SHOWN ON PLANS SCHEDULE <br />DOUBLE STUD OR 4x 3/4" x 1-1/4' DBL JOIST OR <br />ATTACH TO POST W/ NOSING BEAM PER PLAN <br />MEMBER. STITCH DOUBLE SUPPLIED WOOD SCREWS <br />STUDS ACCORDING TO PER SIMPSON SPECS. <br />STRUCTURAL NOTES 2' CDX PLYWD <br />HDUPHD_ AND HDQ_ TYPE HOLD DOWN 4 RISERS <br />SECURED TO 4x DF#2 MEMBER PER 10" MIN <br />SIMPSON SPECIFICATIONS-1 RUN <br />STHD TYPE HOLD DOWN INSTALLED OVER <br />DOUBLE STUD PER SIMPSON <br />w <br />SPECIFICATIONS. USE "STHDRJ" FOR <br />RAISED FLOOR APPLICATIONS <br />ANCHOR BOLT OR ALL THREAD ANCHOR ROD 3a" CDX <br />PER HOLD DOWN SCHEDULE. CONSULT SIMP. PLYWD - <br />CATALOG FOR PROPER ORIENTATION OF TREADS <br />ANCHOR BOLT <br />SILL PLATE SILL PLATE I <br />CONC. FOUNDATION CONC. FOUNDATION --\ k\ <br />-- 411 <br />Q-- a a— a - — <br />a <br />LOCATE (1) #4 LONG. BAR ABOVE <br />VIL EMBEDDED PORTION OF STRAP/ANCHOR <br />1 1/2" MIN. EDGE 5" MIN. EDGE <br />DISTANCE DISTANCE <br />ELEVATIONS <br />/� TYPICAL HOLD DOWN <br />SCALE: 3/4" = 1'-0" S C / <br />T&G APA 24ij6 RATED <br />PLYWD SHEATHING <br />GLUED & NAILED <br />TO FLOOR JOISTS <br />SIMPSON JOIST HANGER <br />PER PLAN WHERE JOISTS <br />ARE PERP. TO STAIR BEAM <br />SIMPSON A35 CLIP EACH <br />SIDE OF EACH STAIR <br />STRINGER AT EACH STAIR <br />LANDING BEAM <br />(3) 2x12 STRINGERS <br />U.N.O. IN FRAMING PLANS <br />\ FIRE BLOCKING AT TOP, BOTTOM <br />& AT MID SPAN. ADDITIONAL FIRE <br />BLOCKING ABOVE WALLS IN <br />CONTACT W/ STRINGERS <br />8 TYPICAL INTERIOR STAIRS <br />SCALE: 3/4' = 1'-0" <br />S5) <br />EXTERIOR REINFORCING PER <br />PAVEMENT FOUNDATION PLAN <br />D -ziQ - <br />a <br />a <br />a <br />co O <br />° a <br />4" PERFORATED (2) CONT. #4 BARS <br />FOOTING DRAIN AT BOTTOM OF FTG <br />SURROUND W/ GRAVEL EQ. 8" EQ. <br />PERIMETER FOOTING AT OPENING <br />SCALE: 3/4" = V-0" <br />S5) <br />DBL TOP <br />PLATE <br />(1) 2x6 STUD END NAIL TO <br />HEADER (5) 16d NAILS MIN. <br />(1) 2x6 STUD FOR OPI <br />LESS THAN 6'-0" AND (2) 2x6 <br />STUDS FOR OPENINGS <br />GREATER THAN 6'-0" UNLESS <br />NOTED OTHERWISE IN PLANS <br />4 1 TYPICAL HEADER COLUMN <br />S5) <br />SCALE: 3/4" = 1'-0" <br />CANTILEVERED <br />BLOCK OVER SUPPORT �JOIST PER PLAN <br />`, <br />BEAM PER <br />PLAN <br />9 1 CANTILEVERED JOIST <br />SCALE: 3/4" = V-0" S C J <br />SHEAR WALL <br />PER PLAN <br />P.T. 2x4 MUD SILL PLATE W/ <br />0 A.B. MIN. 7" EMBED W/ 3" x 3" x <br />THICK WASHER AT 48" O.C. & 12" <br />FROM END OF EACH MEMBER. <br />(U.N.O. IN SHEAR WALL SCHEDULE) <br />RIM JOIST SHEAR FLOW NAILING <br />OR SIMPSON CLIP AS SPECIFIED <br />IN SHEAR WALL SCHEDULE <br />I FINISHED GRADE <br />4" PERFORATED <br />FOOTING DRAIN <br />SURROUND W/ GRAVEL <br />DO NOT EXCEED 4'-0" SOIL <br />HEIGHT DIFFERENTIAL WHEN <br />BACKIFILLING WALL <br />2x6 BASE PLATE <br />(NAILING PER SHEAR <br />WALL SCHEDULE) 34" T&G APA 246 RATED PLYWD <br />FLOOR FRAMING 2x10 BLOCKING - SHEATHING GLUED & NAILED <br />PER PLANS OVER BEAM TO FLOOR JOISTS <br />i <br />(1) #4 TOP BAR <br />(2) #4 IN TOP 12" FOR H > 8'-0" <br />FLOOR JOISTS <br />BEAM PER PER FRAMING <br />FRAMING PLANS. PLANS <br />#4 VERTICAL PB44 POST BASE OR SIMPSON PC44 COLUMN <br />BARS @ 48" O.C. 2SIMPSON wCAP MATCH TO POST <br />EQUIV. DRIFT PIN. WIDTH TO &BEAM DIMENSIONS <br />4W MATCH POST DIMENSIONS <br />CRAWLSPACE GRADE POST PER PLANS <br />con - 6 MIL BLACK V.B. <br />6 MIL BLACK V.B. Z g THROUGHOUT <br />CL <br />(2) CONT. #4 BARS THROUGHOUT U CRAWL SPACE <br />AT BOTTOM OF FTG CRAWL SPACE = wa = <br />:Q. 8" EQ. (3) #4 BARS FOR H > 8'-0" ~ <br />BARS MIN. EACH WAY <br />do „W„ PER PLAN AT BOTTOM OF FOOTING <br />(U.N.O. IN PLANS) <br />8" CONCRETE FOUNDATION WALL <br />2 PER IRC TABLE 404.1.1 5 <br />S5 <br />SCALE: 3/4" = V-0" <br />?'16" APA 24is RATED OSB <br />SHEATHING W/ 6d @ 6" O.C. <br />EDGE & 12" O.C. FIELD NAILING <br />(U.N.O. IN NOTES) <br />1" AIR SPACE W/ CARDBOARD BAFFLE <br />(EXTEND 24" ABOVE INSULATION) <br />8d @ 6" O.C. <br />HEADER INTO BLOCKING <br />PER PLAN U.N.O. IN SCHEDULE / <br />RIM JOIST <br />R-21 INSULATION <br />@ WALL <br />R-38 INSULATION OVER <br />UNHEATED SPACE <br />ROOF TRUSS PE <br />FRAMING PLAN <br />I1�/ H1 CLIP AT EACH TRUSS <br />LJ TO DBL TOP PLATE / HEADER <br />OR BEAM CONNECTION <br />1 -0 <br />DBL TOP PLATE <br />OR HEADER <br />i <br />SHEAR WALL 2x_ STUDS <br />PER PLAN @ 16" O.C. <br />5 1 TRUSS TO SHEAR WALL <br />S5) <br />SCALE: 3/4" = 1'-0" <br />4x4 @ END <br />HALF WALL <br />4X4 POST ON ONE END <br />KEEP TOP CAP CONTINUOUS <br />POCKET INTO WALL ON OPPOSITE END <br />CANTILEVERED <br />JOIST PER PLAN BLOCK OVER <br />SUPPORT <br />SIMPSON DTT2 <br />INTO RIM JOIST <br />10 1 HALF WALL END <br />SCALE: 3/4" = V-0" S C / <br />3 1 INTERIOR SPREAD FOOTING <br />S5 j SCALE: 3/4" = 1'-0" <br />2x4 OUTLOOKS <br />@ 24" O/C <br />MANUF. GABLE <br />END TRUSS <br />(BRACE PER TRUSS <br />MANUFACTURER) <br />SHEAR WALL <br />PER PLAN <br />ROOF SHEATHING EDGE 7�6" APA 24/6 RATED OS <br />NAILING PER NOTES SHEATHING W/ 6d @ 6" O.C. <br />OEDGE / 12" O.C. FIELD <br />OVER SHEATHED TRUSS <br />NAILING (U.N.O. IN NOTES) <br />\ P1'35 W? <br />• o? QL/A*1r_. <br />DBL TOP <br />PLATE <br />2x_ STUDS <br />@ 16" O..C. <br />ROOF FRAMING <br />MEMBERSPER <br />ROOF PLAN <br />N <br />@ ski �NQ <br />6 GABLE END TRUSS TO SHEAR WALL <br />S5 SCALE: 3/4" = V-0" <br />UPPER <br />SHEAR WALL <br />STUDS <br />NAILING, SHOWN BELOW, <br />CORRESPONDS TO THE SHEAR <br />FLON NAILING IN THE SHEAR WALL <br />SCHEDULE <br />RIM JOIST <br />UPPER <br />SHEAR WALL <br />� PER PLAN <br />BASE PLATE <br />SH:AR FLOW <br />NAILING <br />FLO)R <br />DIAPH RA3tI <br />FLOOR JOST <br />PER PLAN <br />DBL TOP <br />PLATE <br />SECTION VIEW <br />WALL SHEATHING <br />IS NOT SHOWN <br />FOR CLARITY <br />FLOOR <br />DIAPHRAGM <br />- BASE PLATE <br />S,o <br />� qc <br />_DBL TOP <br />A PLATE <br />EDGE NAILING <br />TO BASE PLATE <br />TOE NAIL / RIM <br />_ JOIST OR TOP SIMPSON LTP4 <br />SHEAR FLOW CLIPS PER <br />NAILING SHEAR WALL <br />SCHEDULE <br />EDGE NAILING <br />TO TOP PLATE <br />LOWER <br />LOWER SHEAR WALL <br />SHEAR WALL OBLIQUE VIEW STUDS <br />PER PLAN <br />WHEN CALCULATED SHEAR FORCES <br />ARE LARGER THAN 150 PLF, <br />TOE -NAILING IS NOT ALLOWED. USE A <br />SIMPSON LTP4 CLIP AS SHOWN ABOVE. <br />z <br />0 <br />w <br />z <br />0 <br />a. <br />U <br />W <br />0 <br />w <br />o <br />UJI <br />co <br />0) <br />� W <br />r Z <br />v <br />M W <br />Q <br />U <br />Z <br />Q <br />a <br />O o <br />W <br />g rn <br />= <br />H U Z <br />� � <br />co <br />Q Of O <br />w w <br />cn <br />W H�Ol Z� <br />v co <br />✓v��'`'I <br />rn it m <br />3-11-22 <br />S M���d <br />Otis <br />38799 <br />L <br />r <br />r rn <br />�;J <br />N <br />Z <br />W <br />0 Q <br />C� <br />G <br />ffQ <br />Q V <br />FRAMING PLANS <br />& DETAILS <br />REVISION: <br />1 <br />DATE: <br />3-11-22 <br />DRAWN BY: <br />TJM <br />SCALE: <br />AS IN <br />PROJECT NO: <br />W4737 <br />SHEET NO: <br />S5 <br />
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