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06 -039 Zoe Life Retirement (Foundation & Steel & Truss & Shear Wall) 5-15-13CP-1CP-1 CAR PORT FOUNDATION PLAN & ANCHOR BOLT DETAILSFOUNDATION PLAN1TYPICAL PIER DETAIL4ANCHOR BOLT DETAIL 33ANCHOR BOLT DETAIL 22199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow CP-2CP-2 CAR PORT STEEL FRAMING PLAN & DETAILSSTEEL PLAN1STEEL SECTION4DETAIL AT R/5.9, R/7.1, S/5.9 & S/7.12DETAIL AT R/6.15 & R/6.853199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow CP-3CP-3 CAR PORT TRUSS FRAMING PLAN & DETAILSTRUSS LAYOUT1199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S0.1217 Root Road Westfield, MA 01085 Phone: (413) 250-0614 Furrow GENERAL STRUCTURAL NOTESA.APPLICABLE DESIGN CODES:B.DESIGN LOADSC.FOUNDATION DESIGN:D.CAST-IN-PLACE CONCRETE:E. GROUT AT BASEPLATES:F. GENERAL:G. STRUCTURAL STEEL:H. CONCRETE MASONRY UNIT (C.M.U.) CONSTRUCTION:I. WOOD FRAMINGJ. SHEER WALL AND DIAPHRAGM NOTES:K. GENERAL FASTENERS S1.1S1.1 OVERALL FOUNDATION REFERENCE PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S1.2199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 FurrowS1.2 FOUNDATION DETAILSCONTINUOUS SLAB FOOTING21FOUNDATION WALL DETAIL4SILL ANCHOR DETAILCONTROL JOINT DETAIL67BASE PLATE DETAIL3FOUNDATION WALL & PIER DETAIL5LOADING DOCK WALL DETAIL S1.3S1.3 ANCHOR BOLT DETAILS - EAST SECTION199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow1ANCHOR BOLT PLAN-EAST SECTION4AB DETAIL 5045AB DETAIL 5056AB DETAIL 5068AB DETAIL 5089AB DETAIL 5092AB DETAIL 5023AB DETAIL 503 S1.4S1.4 ANCHOR BOLT DETAILS - WEST SECTION199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 FurrowBASE PLATE DETAIL-WALL9BASE PLATE DETAIL-PADAB DETAIL 6041ANCHOR BOLT PLAN-WEST SECTION48AB DETAIL 6022AB DETAIL 6033AB DETAIL 6066AB DETAIL 6077AB DETAIL 6055 S2.1S2.1 SECOND FLOOR STRUCTURAL STEEL PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S2.2S2.2 THIRD FLOOR STRUCTURAL STEEL PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S2.3S2.3 ROOF STRUCTURAL STEEL PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S4.1199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 FurrowS4.1 SECOND FLOOR TRUSS LAYOUT PLAN S4.2S 4.2 THIRD FLOOR TRUSS LAYOUT PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S4.3S4.3 ROOF TRUSS LAYOUT PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S4.4199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 FurrowS4.4 TRUSS QUANTITIES AND DETAILSLEGENDBEARING WALLSSTEEL OR WOODEN HEADER1TYPICAL TRUSS JOINT/DRAFT STOP DETAIL2TYPICAL EXTERIOR WALL TRUSS DETAIL S4.5199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 FurrowS4.5 SECOND FLOOR TRUSS SPACING PLAN S4.6S 4.6 THIRD FLOOR TRUSS SPACING PLAN199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow S5.1S5.1 FIRST FLOOR SHEAR WALL PLANSHEAR WALL AND DIAPHRAGM NOTES:1) ALL PLYWOOD SIDING SHALL HAVE A MINIMUM THICKNESS OF 15/32 INCHES.2) ALL PLYWOOD SIDING SHALL BE APA RATED EXCEPT SPECIES GROUP 5$//6+($5:$//66+$//%(&216758&7('2)1225%(77(5;678'6$7´2&4) ALL SHEAR WALLS TO HAVE PLYWOOD PANELING ON 1 SIDE.5) INTERIOR PLYWOOD SHEAR WALLS ARE TO BE STRUCTURAL 1 GRADE.6) EXTERIOR WALLS ARE TO BE SHEATHED WITH ZIP SYSTEM PLYWOOD AND NAILED ON PANEL EDGES AT 3 INCHES OR LESS.7) MINIMUM NAIL PENETRATION IN FRAMING SHALL BE 1-1/2-INCHES.8) COMMON OR GALVANIZED BOX NAIL SIZE SHALL BE 8D MINIMUM.9) UNLESS OTHERWISE NOTED NAIL SPACING ON DIAPHRAGM EDGES & PANEL EDGES SHALL BE 6 INCHES OR LESS.10) UNLESS OTHERWISE NOTED NAIL SPACING ON INTERMEDIATE FRAMING MEMBERS SHALL 8 INCHES OR LESS.199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow SHEAR WALL LEGEND:INTERIOR SHEAR WALLEXTERIOR SHEAR WALL S5.2S5.2 SECOND FLOOR SHEAR WALL PLANSHEAR WALL AND DIAPHRAGM NOTES:1) ALL PLYWOOD SIDING SHALL HAVE A MINIMUM THICKNESS OF 15/32 INCHES.2) ALL PLYWOOD SIDING SHALL BE APA RATED EXCEPT SPECIES GROUP 5$//6+($5:$//66+$//%(&216758&7('2)1225%(77(5;678'6$7´2&4) ALL SHEAR WALLS TO HAVE PLYWOOD PANELING ON 1 SIDE.5) INTERIOR PLYWOOD SHEAR WALLS ARE TO BE STRUCTURAL 1 GRADE.6) EXTERIOR WALLS ARE TO BE SHEATHED WITH ZIP SYSTEM PLYWOOD AND NAILED ON PANEL EDGES AT 3 INCHES OR LESS.7) MINIMUM NAIL PENETRATION IN FRAMING SHALL BE 1-1/2-INCHES.8) COMMON OR GALVANIZED BOX NAIL SIZE SHALL BE 8D MINIMUM.9) UNLESS OTHERWISE NOTED NAIL SPACING ON DIAPHRAGM EDGES & PANEL EDGES SHALL BE 6 INCHES OR LESS.10) UNLESS OTHERWISE NOTED NAIL SPACING ON INTERMEDIATE FRAMING MEMBERS SHALL 8 INCHES OR LESS.199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow SHEAR WALL LEGEND:INTERIOR SHEAR WALLEXTERIOR SHEAR WALL S5.3S5.3 THIRD FLOOR SHEAR WALL PLANSHEAR WALL AND DIAPHRAGM NOTES:1) ALL PLYWOOD SIDING SHALL HAVE A MINIMUM THICKNESS OF 15/32 INCHES.2) ALL PLYWOOD SIDING SHALL BE APA RATED EXCEPT SPECIES GROUP 5$//6+($5:$//66+$//%(&216758&7('2)1225%(77(5;678'6$7´2&4) ALL SHEAR WALLS TO HAVE PLYWOOD PANELING ON 1 SIDE.5) INTERIOR PLYWOOD SHEAR WALLS ARE TO BE STRUCTURAL 1 GRADE.6) EXTERIOR WALLS ARE TO BE SHEATHED WITH ZIP SYSTEM PLYWOOD AND NAILED ON PANEL EDGES AT 3 INCHES OR LESS.7) MINIMUM NAIL PENETRATION IN FRAMING SHALL BE 1-1/2-INCHES.8) COMMON OR GALVANIZED BOX NAIL SIZE SHALL BE 8D MINIMUM.9) UNLESS OTHERWISE NOTED NAIL SPACING ON DIAPHRAGM EDGES & PANEL EDGES SHALL BE 6 INCHES OR LESS.10) UNLESS OTHERWISE NOTED NAIL SPACING ON INTERMEDIATE FRAMING MEMBERS SHALL 8 INCHES OR LESS.199 Servistar Industrial Way - Suite 2 Westfield, MA 01085 Phone: (413) 562-4884 Furrow SHEAR WALL LEGEND:INTERIOR SHEAR WALLEXTERIOR SHEAR WALL