2323 74TH ST SE 2021 Plans 2022-12-16

APULT FAMILY HOME ONNER, NA667ACE HIRUT/65IOR615 YAFET 2323 -14TH 5T 5E, EVERETT NA cia2O5 GENERAL NOTES C 0 D rE DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) 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 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. V) 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 Y8" DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS Lij C11_4 NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED 0 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 C) �Z* 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 #29 ------------------- Fb = 850 PSI L_u 4x BEAMS DOUG-FIR/LARCH #2 ---------- Fb = 875 PSI C) 6xBEAMS DOUG-FIR/LARCH #2 ---------- Fb ® 850 PSI COLUMNS DOUG-FIR/LARCH #2 ---------- Fb = 875 PSI CNI w 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. ljmg��E SHEATHING SHALL BE Y4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 4 V24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON u_j 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 w U) SHEATHING SHALL BE Zia" 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 SH'ATHING 0 SHEATHING TO BE Ym" A.P.A. RATED SHEATHING. SPAN RATING 2%. 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. REINFOR 'IMENT 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 ACC? TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL. WALL NOTES: tgM L�_41-110— A2 EXISTING MAIN FLOOR PLAN AND EXISTING LOFT i I EaDocumenIf-11t date: 01/25/21 A3 DEMO PLAN Document Phase: A4 PROPOSED MAIN FLOOR PLAN AND EXISTING LOFT FOR PERMIT A5 DETAILS A— REVISION A6 EXISTING AND PROPOSED FRONT AND RIGHT ELEVATIONS DUE TO COMMENT#1 A7 2015 WSEC DATED 02.27.21 AlOF A7