7929 BEVERLY BLVD 2024 Plans 2025-07-01

GSL DESIGNS EGRESS EGRESS .r 1 AUND � GSldeSlgnS2�C�ymdll.Lom w CLOSET C9 w � J T w w O w BATH A p BATH A No. Description Date 1. Cit comment res onses 7/2/24 2. Citycomment responses 8/5/24 w AGNES REMODEL LEVEL 1 7929 BEVERLY BLVD. STORAGE EVERETT, WA 98203 LEVEL 2 DECK n LEVEL I -FLOOR PLAN-EXISTING SCALE: 1/4"=V-0" N LEVEL II-FLOOR PLAN-EXISTING 1 SCALE: 1/4"=1'-0" N FRAMING SPECIFICATIONS FRAMING LUMBER SHALL BE S-DRY,KD,OR WC-19,AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD B. ALL BOLTS IN WOOD SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS BORED OR DRILLED HOLES: "GRADING RULES FOR WEST COAST LUMBER NO.17",OR WWPA STANDARD,"WESTERN LUMBER GRADING RULES 2011".FURNISH AND LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD MAY NOT EXCEED 60%OF STUD WIDTH(IF DRILLED OVER 40%MUST TO THE FOLLOWING MINIMUM STANDARDS: BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"AND SMALLER LAG BE DOUBLED) SCREWS. SHALL NOT BE CLOSER THAN 5/8"TO EDGE OF STUD JOISTS AND BEAMS (2X&3X MEMBERS) HEM-FIR NO.2 SHALL NOT BE IN THE SAME SECTION AS A CUT OR NOTCH MINIIMUM BASE VALUE,FB-85OPSI WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: (EXCEPTIONS R602.6;DETAILS:FIGURES R602.6(1),R602.6.2(2),R602.6.1 A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE,THE AITC"TIMBER CONSTRUCTION MANUAL"AND THE AF&PA"NATIONAL DESIGN FIREBLOCKING: (4X MEMBERS) DOUGLAS FIR-LARCH NO.1 SPECIFICATION FOR WOOD CONSTRUCTION".MINIMUM NAILING UNLESS OTHERWISE NOTED,SHALL CONFORM TO IRC IN CONCEALED SPACES OF STUD WALLS&PARTITIONS AS FOLLOWS: MINIIMUM BASE VALUE,FB-1000PSI TABLE R602.3.(1).COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL DRAWINGS. 1. VERTICALLY AT CEILINGS AND WALLS B. WALL FRAMING:REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.ALL STUDS SHALL BE SPACED AT 16" 2 HORIZONTALLY AT MAX.10'INTERVALS EXISTING PLANS & STUDS&MISC.FRAMING DOUGLAS FIR-LARCH OR HEM-FIR NO.2 O.C.UNO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, 3. ALL INTERCONNECTIONS SUCH AS SOFFITS,DROP CEILINGS, AND AT BEAM OR HEADER BEARING LOCATIONS.TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT COVE CEILINGS. SPECIFICATIONS PLATES DOUGLAS FIR-LARCH OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP& BELOW.PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0"IN HEIGHT. BOTTOM OF RUN WOOD FASTENERS ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATE TO EACH STUD WITH 5. OPENINGS AROUND VENTS/PIPES/DUCTS AT FLOOR AND Project Number _ A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: 16D NAILS.AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH 16D NAILS.FACE NAIL DOUBLE TOP PLATE CEILING LEVELS SIZE LENGTH DIAMETER WITH 16D @12"O.C.AND LAP MINIMUM 4'-0"AT JOINTS AND PROVIDE EIGHT 16D NAILS @4"O.C.EACH SIDE JOINT. FIRE BLOCKING MATERIALS SHALL BE CONSISTENT WITH R302.11.1 Date 4/20/2024 LOOSE FILL MATERIAL IS NOT ALLOWED 8D 2-1/2" 0.131" 16D 3-1/2" 0.135" ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF NOTE:ALL FIRE BLOCKS AND DRAFT BLOCKS REQUIRED TO BE Drawn By CS 16D NAILS @ 12"ON-CENTER,OR ATTACHED TO CONCRETE BELOW WITH 518"DIAMETER ANCHOR BOLTS @ 4.4, NSTALLED PRIOR TO FRAMING INSPECTION. Checked By ON-CENTER EMBEDDED T MINIMUM,UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE DOOR HANDLES: GM IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE NAILED TO EACH OTHER WITH TWO ROWS OF 16D @12"ON-CENTER.UNLESS OTHERWISE NOTED,GYPSUM WALLBOARD OPERABLE PARTS OF DOOR HANDLES,PULLS,LATCHES,LOCKS AND A002 STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW. SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4"TYPE S OR W SCREWS @ OTHER DEVICES INSTALLED IN ADULT FAMILY HOMES SHALL BE 8"ON-CENTER.UNLESS INDICATED OTHERWISE,1/2"(NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0)SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING NAILED TO ALL EXTERIOR SURFACES WITH 8D NAILS @ 6"ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES WITH NO COUNTER SINKING PERMITTED.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGRESS WITH THE MEMBER (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D NAILS @ 12"ON-CENTER GRASPING,PINCHING OR TWISTING OF THE WRIST.POCKET DOORS AND STARTED 113 THE LENGTH OF THE NAIL FROM THE MEMBER END. ALLOW 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS. SHALL HAVE GRASPABLE HARDWARE AVAILABLE WHEN IN THE Scale Varies CLOSED OR OPEN POSITION.