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6214 BROADWAY 2022-06-27
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6214 BROADWAY 2022-06-27
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Last modified
6/27/2022 2:11:03 PM
Creation date
6/27/2022 2:10:38 PM
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Street Name
BROADWAY
Street Number
6214
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(---- ---/- II =11 <br /> /- // / // /00M- / <br /> j /; j FRAMING SPECIFICATIONS <br /> / / <br /> / j V // i FRAMING LUMBER SHALL BE S-DRY,KD,OR WC-19,AND GRADED AND MARKED IN CONFORMANCE WITH <br /> /�// /� / / // $ / / WCLIB STANDARD"GRADING RULES FOR WEST COAST LUMBER NO.17",OR WWPA STANDARD, <br /> // A i /'7 ,7,, ///:, // / ,/' / / "WESTERN LUMBER GRADING RULES 2011".FURNISH TO THE FOLLOWING MINIMUM STANDARDS: <br /> JOISTS AND BEAMS (2X&3X MEMBERS) HEM-FIR NO.2 <br /> //, / / �� / ' / r�, /'�' MINIIMUM BASE VALUE,FB-850PSI <br /> f <br /> 4X MEMBERS) DOUGLAS FIR-LARCH NO.1 <br /> // ' /� �' L �y // <br /> MINIIMUM BASE VALUE,FB-1000PS1 <br /> / / / / / / / /"/ / �/ , / / / BEAMS (INCL.6X AND LARGER) DOUGLAS FIR-LARCH NO.1 <br /> // ' �� / // /'/,' i MINIIMUM BASE VALUE,FB-1350PSI <br /> /�/// '�/ / / DR/' '1 / / / <br /> �/ / 4 //' 7"/a "/- 06� / / /' /' POSTS (4X MEMBERS) DOUGLAS FIR-LARCH NO.2 <br /> �� / / / // � MINIIMUM BASE VALUE,FC-1350PSI <br /> /; / j/ / // / / /,% // / /; / �/' / /� '/ /://',' (INCL.6XANDLARGER) DOUGLASFIRLARCHNO.1 <br /> / / / / �j / // �/ �/� MINIIMUM BASE VALUE,FC-1000PSI v N <br /> / "�./ /�, <br /> /'// / / i / l/' a �ro--�—�I�/ ;/� 1-4 <br /> O <br /> STUDS&MISC.FRAMING DOUGLAS FIR-LARCH OR HEM FIR N0.2 W N <br /> ti <br /> PLATES DOUGLAS FIR-LARCH .3 N <br /> v, <br /> / '/ /% / / <br /> U O) <br /> / / / /' ' / j WOOD FASTENERS <br /> // <br /> // /� A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS' <br /> SIZE LENGTH DIAMETER <br /> /I / N9 / /// 8D 2-1/2' 0.131' <br /> z, / ,� /' A <br /> / 16D 3-1/2' 0.135" <br /> N //' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL <br /> 1 BASEMENT-FLOOR PLAN EXISTING IIIIIV '/// / / =' /.� / / SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW. <br /> SCALE: 1/4"=1'-0" 411 / <br /> / I 6P /, / / ,'/'/ NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO <br /> FACE OF SHEATHING WITH NO COUNTER SINKING PERMITTED.TOE-NAILS SHALL BE DRIVEN AT AN Z <br /> ANGLE OF 30 DEGRESS WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM <br /> THE MEMBER END. Co <br /> CC <br /> W <br /> B. ALL BOLTS IN WOOD SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS Z <br /> AND NUTS OF ALL BOLTS AND LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN 0 <br /> 0 <br /> SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF W <br /> \ THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"AND SMALLER LAG SCREWS. (� <br /> XWOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: Q <br /> BAAH /' A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE 0 <br /> Iii <br /> BEDROOM / / \ BEDROOM BEDROOM M <br /> A B @ c MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE,THE AITC"TIMBER pIY <br /> //11111-1 <br /> w CONSTRUCTION MANUAL"AND THE AF&PA"NATIONAL DESIGN SPECIFICATION FOR WOOD } co <br /> _ <br /> o j CONSTRUCTION".MINIMUM NAILING UNLESS OTHERWISE NOTED,SHALL CONFORM TO IBC TABLE Q CD I <br /> 1-1-111-1 <br /> 2304.101.COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND Q N <br /> � ^ -��" ARCHITECTURAL DRAWINGS. 0 w <br /> C _ 1 T ,/ B. WALL FRAMING:REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.ALL STUDS U �- <br /> CLOSET P P CLOSET j, SHALL BE SPACED AT 16"O.C.UNO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF W W W <br /> 1 ALL WALLS AND AT EACH SIDE OF ALL OPENINGS,AND AT BEAM OR HEADER BEARING <br /> GARAGE LOCATIONS.TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE W O <br /> �\ �,L...........r I NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO CV W d <br /> SUPPORTS BELOW.PROVIDE CONTINUOUS SOLID BLOCKING ATMID-HEIGHT OF ALL STUD WALLS <br /> OVER 10'-0"IN HEIGHT. <br /> ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP <br /> DINING PLATE TO EACH STUD WITH 16D NAILS.AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE <br /> KITCHEN ROOM WITH 16D NAILS.FACE NAIL DOUBLE TOP PLATE WITH 16D @12"O.C.AND LAP MINIMUM 4-0"AT <br /> TL <br /> JOINTS AND PROVIDE EIGHT 16D NAILS @4'O.C.EACH SIDE JOINT. U <br /> W <br /> ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING CL <br /> BELOW WITH TWO ROWS OF 16D NAILS @ 12'ON-CENTER,OR ATTACHED TO CONCRETE BELOW <br /> - ---INOM6=IMMMMOMMIL WITH 5/8"DIAMETER ANCHOR BOLTS @ 4'-0" ON-CENTER EMBEDDED 7"MINIMUM,UNLESS U <br /> INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH Z <br /> OTHER WITH TWO ROWS OF 16D @12"ON-CENTER.UNLESS OTHERWISE NOTED,GYPSUM -. <br /> WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH W <br /> \ NO.6 X 1-1/4"TYPE S OR W SCREWS @ 8"ON-CENTER.UNLESS INDICATED OTHERWISE,1/2" U- <br /> (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0)SHALL BE NAILED TO ALL EXTERIOR ceS <br /> SURFACES WITH 8D NAILS @ 6"ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES Z <br /> LIVING (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D g <br /> ROOM NAILS @ 12"ON-CENTER ALLOW 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS. <br /> U` <br /> N EVERETT X 1 <br /> �LEVEL EL:11FLOOR PLAN-EXISTING �� REVIEWED FOR PERMIT W '} Nf <br />
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