10824 1ST AVE SE 2022 Plans 2023-02-23

PROPOSED MINOR INTERIOR PA TIT ION NALL ALTERATION N ,,ON\/FR5ION T ADULT FA I L HOME rodl,m-�v3m--i/,"A,''m WON 10a24 IST AVE SE/ EN �Nm___ 24 I T AVE/ EVE TT/ NA c cfa20 at =�' 11M 11— U."J. GENERAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) ADULT - WHICHA DWELLING, LICENSED BY THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES, j PERSON OR PERSONS PROVIDE PERSONAL KR SPECIAL 1 AND BOARD TO MORE THAN ONE BUT NOT MORE THANADULTS f ARE NOT RELATED BY BLOOD OR R y PERSON SO fir. PERSONS PROVIDING THE SERVICES.EXISTING ADULT FAMILYHOME MAY PROVIDE SERVICES UP TO EIGHT ADULTS r- APPROVAL FROM DEPARTMENT AAND HEALTH SERVICES IN ACCORDANCE WITH RCW 70.128.066. FOUNDATIONS, FOOTINGSEXTEND +r FIRM UNDISTURBED SOIL,BEARING CAPACITY OF 1500 PSF. ALL CAST —IN —PLACE CONCRETE F'c = 3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MAXIMUM SIZED AGGREGATES IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR DOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE %" DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. CARPENTRY ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL AND BOLTS BEARING AGAINST WOOALL WOOD IN CONTACT INSTALLEDWITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS IN PRESERVATIVED WOOD SHALL BE HOT -DIPPED GALVANIZED PER SECTION R319.3. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(l) & R802.10 OR I.B.C. TABLE 2304.9.1. ALL STRUCTURAL LUMBER SHALL _ AS NOTEDBELOW: 2x STUDS HEM -FIR #2------------------- Fb = 850 PSI 2x FLOOR & ROOF JOIST HEM -FIR #2------------------- Fb = 850 PSI 4x BEAMS DOUG-FIR/LARCH #2---------- Fb = 875 PSI 6x BEAMS DOUG-FIR/LARCH #2---------- Fb = 850 PSI COLUMNS DOUG-FIR/LARCH #2---------- Fb = 875 PSI LUMBER NOT NOTED DOUG-FIR/LARCH #2---------- Fb = 850 PSI MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE %" DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. 16d COMMON NAIL DIAMETER - (0.162 INCH). LAMINATED STUDS SHALL BE NAILED WITH (2) ROWS 16d COMMON NAILS @ 6" O.C. FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 4%4 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING SHEA T HING SHALL BE %6" A.P.A. RATED SHEATHING, SPAN RATING 32/6, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING THESE DOCUMENTS HAVE SHEATHING TO BE %6' A.P.A. RATED SHEATHING. SPAN RATING 24/. PANEL END JOINTS SHALL OCCUR AT SOTS �� SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT ISSUANCE N OF I� APPROVED FOR FORTE INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MECHANICAL, FIRE SUPI�RE SI@f�o ELECTRICAL OR PLUMBING PERMIT ® REINFORCEMENT fy = 40,000 PSI FOR #5 & SMALLER fy = 60,000 PSI FOR #6 & LARGER [-_4 35- i10H... aI, sP'nni G Ac i n— ..R, F,ad F,c) h i Irk jec¢f� �i `' 2F ;`°, ° 18C,tri ; All electrical, mechanical, plumbing r framing installed/altered without Jus permit, inspection, and approval must be uncovered for inspection. NOTE: ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL. NEW 2X6 NAIL TOP/BOTTOM EXTERIOR WALLSIZE EDGES STUDS PLATE 1 1 4. M Y16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) _p - _ ON ONE SIDE OF '. _S SHALL BE 8d COMMON1 DIAMETER). ALL PANEL EDGES :LOCKED WITH 2-INCH NOMINAFRAMING. PANELS . E__ EITHER HORIZONTALLY 1j ti' VERTICALLY 1 PLYWOOD R A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS INSTALLED _ _HE SHEETS RUNNING .. HORIZONTALLY, SPACE a ILS @ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. s DIAMETER ANCHOR BOLTS SHALL B 1SPA EDA MAXIMUM OF 24 INCHES ON WASHERS TO B GALVANIZED OR STAINLESS STEEL. IIIII. r r * SPACING PLATE L NAILING ETC. ". iWilli! Al COVERSHEET R2 2018 WSEG ALTERATIONS, 2018 WSEC & AFhi NOTES A3 FASTENER SCHEDULE &SECTION A41 DETAIL SWEET A5 DETAIL SHEET &EXISTING FLOOR PLAN A6 PROPOSED FLOOR PLAN ME ! 1 PROPOSED DECK FOUNDATION x FRAMING RAMP AND FOUNDATION PLAN Permit#: B2204-046 DOLLED PLANS Site Address: 1-08241ST AVE SE Omer: FESSEHA MOGES A Tenant: ADULT FAMILY HOME App.Date- 4/20/2022 Proposed Use: RES ALT Description: CREATE NEW ADULT FAMILY HOME IN EXTG SFR Reviewed By: f Date: � z� Cffice Set Job Site Set Fire/Planning Set IT VERETT Perm.k. � ervice UA LH O JU Document date: Document Phase: Document Phase: ZL— REVISION DUE TO COMMENT DATED 5/5/22 MA OF A9 j