6001 BROADWAY 2022 Plans 2022-10-24

Permit #: B2203-004 Site Address: 6001 BROADWAY Ionr0-01 IN1111in! � f' OFOSED 5EDF,00F DOOR LA0 � NT FrO 5'151� C" c-1F-I-tSi OV�NER TEfiERA EYASU � BEYENE BILEN 6001 E3R0,4DWAY A\lE SE , E\/ERETT, WA 1�8205 5 1 TE ADL;)RESS 6001 i " • - - - cfa205 0-0, 10M ii 5iiW 1110011 1 _8 PTO =-A** THESE DOCUMENTS HAVE NOT SEEN APPROVED FOR THE ISSUANCE OF PUBLIC WORKS, MECHANICAL, FIRE SUPPRESSION, ELECTRICAL OR PLUMBING PERMITS. All electrical, mechanical, plumbing and framing installed/altered without permit, inspection, and approval must be uncovered for inspection. CITY OiF iEVERETT REVIEWED FOR PERM17- Smoke Detectors Required • in each sleeping room, • In each room giving access to a sleeping room, • Interconnected, • Battery backup, • Hardwired, A ( Owner: TEFERA EYASU & BEYENE 13ILEN Tenant: [TenNamel App.Date: 3/1/2022 Proposed Use: RESIDENTIAL ALTERATIONS Description: CHANGE (3) BEDROOM DOORS, ADD SHOWER & TOILET GRAB BARS GENERAL NOTES CODE Reviewer DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) Offio FOUNDATIONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE Pc = 3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A EE 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 BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/" DIAMETER WITH Cl 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS Per 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 NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER I.R.C. SECTION R319.3. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(1) & R802.10 OR I.B.C. TABLE 2304.9.1. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 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 5/" 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 % 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 SHEATHING SHALL BE 7/6" A.P.A. RATED SHEATHING. SPAN RATING 33/16, 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 SHEATHING TO BE %s' A.P.A. RATED SHEATHING. SPAN RATING 24/. 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 UNLESS NOTED OTHERWISE ON THE DRAWINGS. REINFORCEMENT fy = 40,000 PSI FOR #5 & SMALLER fy = 60,000 PSI FOR #6 & LARGER 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. WALL NOTES: NAIL SPACING TOP/BOTTOM NEW 2X6 NAIL EXTERIOR WALL SIZE EDGES STUDS PLATE 8d 6" 12" 6" 1. %6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON ONE SIDE OF WALL. NAILS SHALL BE 8d COMMON (0.131" DIAMETER). 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS @ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. 3. 5/" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. WASHERS TO BE GALVANIZED OR STAINLESS STEEL. 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATE & NAILING ETC. INDEX OF DRAWINGS SHEET # DESCRIPTION AO SITE PLAN Al COVERSHEET A2 EXISTING LOWER FLOOR AND MAIN FLOOR 0 S I R A4 NAILING CHART AND GRAB BARS y 1 i By:1J� Date: Set Job Site Set Fire/Planning Set OF EVERETT nit Services W r a� O ct �W Q�W UO)> CD -�J CD z O W F- _J d L.L. ►� a_ W CD F— z Document date: Revisions: 0- REVISION DUE TO COMMEN DATED 3/24/22 Z D W J CO � W W z W W w L.L W m U I- 06 APPROVED Office of Community, Planning & Economic Development PLANNING DEPARTMENT Name 11t/ A k P l DATE:3 1iLA 1 OF A4