HomeMy WebLinkAboutNOI 78 West Bay Road24'-0"
FLOOR JOISTS14" TJI560 @ 16" O.C. (TYP.)3 1/2 X 3 1/2 1.8E PARALLAM(OR EQUAL)COLUMN POSTEDDOWN TO 3'-0" X 3'-0" X 1'-0"CONC. PAD FOOTING W/ (3)#5s EACH WAY8" CONC. FND. W/ 12"X24" FTG.48"BELOW GRADE 5/8" GALV. ANCHORBOLTS W/ 3X3X1/4 PLATE WASHERS48" O.C. FIRST BOLT NO MORETHAN 12" FORM END OF PLATETHROUGH PT SILL PLATE (SEEDETAIL 1)6" THICK, 4000 PSI SLAB ONGRADE REINFORCED W/6X6 WWF CENTERED INSLAB. SLOPE @ 1/8" PERFT.CONTINUOUS HEADER(2)13/4"X117/8"2.0MICROLLAM ENTIRE LENGTHPOSTED DOWN ON 3 1/2 X 31/2 1.8E PARALLAM COLUMNSAT ENDS AND BETWEENDOORS (TYP.)FLOOR JOISTS 14" TJI 560 @ 16 O.C.SIMPSON LSTA STRAPS @16" O.C.TYP. WALL CONST.2X4 @ 16" O.C. WALLS1/2" ZIP SYSTEM SHEATHINGVAPOR BARRIERCLOSED CELL SPRAYINSULATION (R-19)CEDAR SHAKESTRIM (MATCH EXISTING)2X8 COLLARTIES @ 16" O.C.2X10 RAFTERS@ 16" O.C.RIDGE BEAM (3) 1 3/4 X 16 LVL ON 5 1/4 X 51/4 1.8E PARALLAM COLUMNS POSTEDDOWN TO CONC. FND.CONTINUOUS RIDGE VENTSIMPSON LSTA 24 RIDGE STRAPS @ 16" O.C.ASPHALT SHINGLES15# BUILDING PAPER5/8" ZIP SYSTEM SHEATHINGSTAIR HEADER - (1) 1 3/4" X 14"2.0 MICROLLAM CONTINUOUSPOSTED DOWN ON 3 1/2 X 3 1/21.8E PARALLAM COLUMNSDOWN TO CONC. PAD (TYP.)WINDOW HEADER (2) 1 3/4 X 9 1/4 LVL ON3 1/2 X 3 1/2 1.8E PARALLAM COLUMNSPOSTED DOWN TO CONC. FND.SIMPSON LSTA STRAPS @16" O.C.8" CONC. FND. W/ 12"X24" FTG.48"BELOW GRADE 5/8" GALV. ANCHORBOLTS W/ 3X3X1/4 PLATE WASHERS48" O.C. FIRST BOLT NO MORETHAN 12" FORM END OF PLATETHROUGH PT SILL PLATE (SEEDETAIL 1)PIN WALLS ANDFOOTINGS TO MAINHOUSE WITH (3) #5 X 24"AT 16" O.C. VERTICALEPOXY EMBEDED INTOMAIN FOUNDATION.PIN WALLS ANDFOOTINGS TO MAINHOUSE WITH (3) #5 X 24"AT 16" O.C. VERTICALEPOXY EMBEDED INTOMAIN FOUNDATION.CONTINUOUS HEADER(2)13/4"X117/8"2.0MICROLLAM ENTIRE LENGTHPOSTED DOWN ON 3 1/2 X 31/2 1.8E PARALLAM COLUMNSAT ENDS AND BETWEENDOORS (TYP.)RIDGE BEAM (3) 1 3/4 X 16LVL ON 5 1/4 X 5 1/4 1.8EPARALLAM COLUMNSPOSTED DOWN TO CONC.FND.2X10 RAFTERS@ 16" O.C.2X8 COLLARTIES @ 16" O.C.WINDOW HEADER (2) 1 3/4 X 9 1/4LVL ON 3 1/2 X 3 1/2 1.8EPARALLAM COLUMNS POSTEDDOWN TO CONC. FND.WINDOW HEADER (2) 1 3/4 X 9 1/4LVL ON 3 1/2 X 3 1/2 1.8EPARALLAM COLUMNS POSTEDDOWN TO CONC. FND.CONTINUOUS HEADER(2) 1 3/4" X 11 7/8" 2.0 MICROLLAM ENTIRE LENGTH POSTEDDOWN ON 3 1/2 X 3 1/2 1.8E PARALLAM COLUMNS AT ENDSAND BETWEEN DOORS (TYP.)NOTES:1. ALL PROPOSED EXTERIOR WALLS TO BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED.2. ALL PROPOSED INTERIOR WALLS TO BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTORASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THEATTENTION OF THE DESIGNER.4. FASTENING SCHEDULE SEE DETAILS SHEET 45. 110 MPH EXPOSURE B WCFM GUIDELINES TO BE FOLLOWED - STRAPS, NAILING, RAFTER CLIPS,TIE DOWNS, ETC.6. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TOFLOOR FRAMING MEMBERS IN FIRST TWO JOIST SPACES AND SHALL BE SPACED MAXIMUM 4 FEETON CENTER.7. FULL HEIGHT SHEATHING TO BE INSTALLED WHERE POSSIBLE. OTHERWISE INTERIORHORIZONTAL 2X4 BLOCKING SHALL BE USED ON ALL HORIZONTAL SHEATHING SEAMS.