829 56TH PL SW 2020 Plans 2022-12-06

le IIIN GENERAL SPECIFICATIONS: ce CONTRACTOR SHALL VERY ALL STE CONDITIONS&BUILDING DIMENSIONS. &STALL 1„.1 "- REPORT ANY VARIATIONS TO TFE DESIGNER FOR RESOLUTION PRIOR TO c) 0 !•"- CONSTRUCTION. WRITTEN DIMENSONS SHALL TAKE PRECEDENCE OVER SCALED. 4 8 S o CODES: 2015 INTERNATIONAL RESDENTIA.CODE ORC), 2015 WASIINGTDN STATE ENERGY a c p g CODE WSEC), 2015 UNIFORM PLIMBNG CODE(UPC), 2015 INTERNATIONAL MECHANICAL O H f in,n CODE(IMC),AND ALL OTHER APPLICABLE CODES o g g v v t STRUCTURAL: J _. SEISMIC ZONE 01/D2 PER FIG. R301.2(2) & ENGINEERING co eN INSULATE TO R-21 WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) 03 = COMPONENT/CLADDING LOADS /TABLE R301.2(2) w N O 6N� JSTS PER PLAN TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED WE LOADS01 IL LOADING LAVE DEAD TOTAL 1 H c WOOD CAP ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF _ m n UNINHABITABLE ATTICS- NO STORAGE 10 PSF 10 PSF 20 PSF 'r a 7—)' G.W.B. UNINHABITABLE ATTICS - LIMITED STORAGE 20 PSF 10 PSF 30 PSF 8 if- R-21 INSUL 2x6 PR. IR. PL TO BE TIGHT HABITABLE ATTICS&ATTICS w/FIXED STAIRS 30 PSF 10 PSF 40 PSF RT. (IF THERE ARE GAPS, USE BALCONIES(EXTERIOR) AND DECKS 60 PSF 10 PSF 70 PSF 4' CONC. SLJIB w/RADIANT FIR FOAM TO SEAL) r _ / FIRE ESCAPES 40 PSF HEAT WATER TUBING o/6 MIL 2" MR SPACE I • GUARDRAILS/HANDRAIS 200 LBS AT TOP ANY DIRECTION °H -jam z GUARDRAILS N-FIU. 50 LBS APPLIED TO 1 SQ. FT ° POLY BARRIER o POROUS FILL _ 6 MIL BLACK POLY BARRIER / INSULATE TO R-21 ,� L• GRADE PASSENGER VEHCH(E GARAGES 50 PSF ELEVATED 2,000 LB PT. o LAP SPLICES 1Y MINIMUM COMPTD. TO 95%MN. G U. I I-1 I LI ROOMS OTHER THAN SLEEPING ROOMS 40 PSI' 10 PSF 50 PSF U III-I I f SLEEPING ROOMS 30 PSF 10 PSF 40 PSF •� 2x4 STUDS A 24' MAX. o.c. USE PR. r- 11=1 I I- ''� T' i 'T '• ` TR. 2x6 STUDS 10 FT as MAX FOR . III11 W STARS 40 PS' 10 PSF 50 PSF w FIR STOP. (2x6 TO BE TIGHT FIT OR I II I111 tl 6 OR 300 LB PT. LOAD ON 4 SQ. IN. F. USE FIRE FOAM TO SEAL) . •• 11=111 U 'cry 4 — r 1LI= ._ ALL BEAMS, GIRDERS, HEADERS, RAFTERS, &JOISTS TO BE FEM RR N0. 2 OR i I Al -4i i' 1 4 GRAVEL BASE I. I II I OILEDPLANS. LAMINATED TIMBERS SHALL BE MANUFACTURED < &IDENTIFIED AS REQUIRED N ATM A190.1 &ASTM D3737. 6' 0' 2' R. SUB W/RADIANT 0/ HEAT WATERLY BARRIERIE 'I - 1I� PLYWOOD INDEX: CD. ROOF&SUBFLOOR SWATHING PER TABLE R503.2.1.1(1). R-10 RIGID W.P. INSULATION 0/ 2' R-10 INSULATION 0 j 6 MIL POLY ') -' III_ CONTINUOUS UNDER SLAB. 0/POROUS FLL COMM. TO 95%MIN. I 1 2x6 PR 1R BASE PL 1 If.', 2x6 SHEATHING PER TABLE R602.3(3) & R602.3(4). SHEATHING FASTENERS PER (2). AI SLAB TO CRAWL SPACE SCALE �.1.-0" � Ili / TABLES R602.3 & -o� - -I. . 10)STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). r © CONSTRUCTION DETAILS ;L °:o°ffo'° FROM PREVIOUS PERMIT WOOD IN CONTACT NTH CONCRETE, NEAR GROUND. OR WOOD EXPOSED TO WEATHER TO co BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. °-. N TURN UP R-10 INSULATION AT END OF SLAB CONCRETE &REBAR: i m m FOR THERMAL BREAK AT FOUNDATION WALL REBAR TO BE 60.000 PSI - GRADE 60 ASTM A706. WALL REBAR SHALL BE PLACED NO cr N PART. H T. B S M'T FURRING WALL 3311a.F00fiNGS TO BEAR TSIDEON 5L CE PSF MN L WALL L E PER N MINIMUM F'c= 2500 PSI 0 28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, ce Z WHERE APPLICABLE SCALE = 1'-0' EXTERIOR PATIO SLABS ON GRADE, &WEATHER EXPOSED BASEMENT, FOUNDATION WALLS, a ce CONSTRUCTION DETAILS PORCHES, AND STEPS W/5Z-7%AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. FLUD FROM PREVIOUS PERMIT PRESSURE = 35 PCF OR PER SOILS ANALYSIS. LISP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS O 1— 3NM 1 < 1 x FINISHED GRADE SLOPED FOR (I) . 0�0 SIMPSON A35 AT EACH 6' MN. FALL VNTHIN 10' OR "' �- JOIST OR BLOCKING. '` PROVIDE SWALE OR DRAIN. ��, SOLID BLKG. FLOOR JSTS PER PLAN � cal 0 SUPPORTS ►) 7�' G.W.B. , ,� X ��. 1.•ii_u�f ni N=„ n�u nk /�' WHERE JOISTS ARE PARALLEL ur�i�� w w TO WAIL, INSTALL SOLID BLKG. a�� u . )¢' G W.B. i 0 24'/ac. IN FIRST TWO BAYS T . FRAME FLOOR & POUR J 2-2x6 TOP PLATES I SLAB PRIOR TO BACKF1NG PROP. ADU HT CALCS. Q LAP SPLICES 48" Z 2x6 PR. TR. PL 2' M N' ' : 5' MIN. o A- 101 HEADER PER PLAN. USE LAP SPLICES 48" DAMPPROOF OUTSIDE C- 92 R-10 2" FOAM BOARD IV' ...— SURFACE w/ ASPHALT o w/ 4x HEADER /" It' EMULSION OR EQUIV. ce TOTAL8 52 4= 99.63o S02 z ' T-1-11 PLYWD OR CDX co _/ _ ► 2' AIR SPACE ► I. PLYWOOD 'o c. OR r O.S.B. BASEMENT WALL REINFORCING ' G.W.B. T_ NAIL 8d 6b.c. EDGE, 12'aa < �~. 1r ' AVERT GRADE= 99 63 w R-21 INSUL > INSULATE TO R-21 TO BE GRADE 60 MINIMUM. = v FIELD OR PER ENGINEER'S S.W. W L.- O SCHEDULE. W NO VAPOR BARRIER . .: REBAR 0 33' ac. VERT. & c w W �- (1)14 BAR wAN 12" OF THE o cn 2x6 STUDS 016'o.c. M 2x4 STUDS 0 0►-•,I TOP OF THE WALL AND AT m 2x6 BASE PLATE 24 MAX./o.c. . It THIRD POINTS HORIZONTAL IN ; 2x6 PRESS. TRW. SILL PLATE w/ 11 THE WALL PER TABLES a 4' GONG SLAB w RADIANT 7rt+ A.B. 9 48'o.c. OR PER PLAN 4' CONC. SLAB W/RADIANT HEAT I. R404.1.2(1) & R404.1.2(8) g / BAN. 41¢' & 12' OF SILL WATER TUBING 0/ 2' R-10 74. Li_ cc HEAT WATER TUBING o/6 MIL ENDS. EMBED 7' MINIMUM. INSULATION 0 6 MIL POLY BARRIER c ? POLY BARRIER o/POROUS FILL / I INSTALL 3x3x 4" PLATE WASHERS 0/POROUS FILL COMPTD. TO 95% MIN. •L•' 2x6 PR. TR. BASE PL O (OMPTD. TO 95% MIN. / PT 2x6 LEDGER W/ 'Ix4 LAGS 0 3 • • '`co FINISHED GRADE SLOPED FOR .4•�. 016'0.C. TO RIM JOIST OR STUDS 2x4 HFI2 RAFTERS (Y 0 6 : z<_r1m. s :mssum k 1-: 7 1 =1..„... `-, 6' MIN. FAIL IMTHIN 10' OR 'x- :4 ,, .,€I , L • --q- (TOP do BOL STAGGERED) 0 12 0.C. 2:12 PITCH La- FE La "Virg , PROVIDE SWALE OR DRAIN. / ` L �J e 4" GRAVEL BASE -emu Z J Q - A0., , • l 4 GRAVEL BASE 71' 8 p 4 4 PERFORATED PIPE SEPARATE \ 12 c3 R-10 RIGID W.P. INSULATION R • O ROOF GRAN 4' TNGHTLINE FROM ROOF DRAINS PLACED ON A 2 o o TURN UP R-10 INSULATION AT END OF SUB ,-11 MIN. OF 2' WASHED OR CRUSHED o N ci CONTINUOUS UNDER SLAB. 3 4f PERF PIPE IN FOR THERMIAL BREAK AT FOUNDATION WALL '� GRAVEL OF AT LEAST ON SElVE SIZE W A THERMAL BREAK AT SLAB EDGE. LARGER THAN PERFORATION d: \-SIMPSCN 4x6 ail F O Cl. N a 1�_0• CONNECT GRAVEL TO APPROVED FOOTING SIZED CO WITH 6' MN. OF SAME LUS24 PcL ©1.... PER R403.1 MATERIAL — I--' DISCHARGE ("1 Q 5 5 TWO STORY SECTION FULL HT. BASEMENT WALL CONNECT TOFTTG.N% 40 ts o SIMPSON ABU442 AND io p $ WHERE SCALE: %" = 1'-0" WHERE APPLICABLE SCALE = 1'-0' TO BEAM ABV. W/ APPLICABLE CONSTRUCTION DETAILS 9MPSON BC4 CONSTRUCTION DETAILS FROM PREVIOUS PERMIT \ 1. . a FROM PREVIOUS PERMIT SECTION SCALE: Y' _ 1'-0' ( o� 5