The URL can be used to link to this page

Home My WebLink AboutWTOC Garage 3.pdf2 2 2 2 2 2 2 2 2 2 DDDDDD DDD DDD DC 83' - 3 1/4" 44 ' - 0 7 / 8 " 1' - 0 1/4" 11' - 3" 4 3/4" 11' - 3" 4 3/4" 11' - 3" 4 3/4" 11' - 3" 6" 11' - 3" 4 3/4" 11' - 3" 4 3/4" 11' - 3"1' - 0 1/4" G3A.12 G3A.1 4 G3A.1 5 GARAGE #3 G301 GARAGE #3 G302 GARAGE #3 G303 GARAGE #3 G304 GARAGE #3 G305 GARAGE #3 G306 GARAGE #3 G307 GARAGE #3 G308 GARAGE #3 G309 GARAGE #3 G310 GARAGE #3 G311 GARAGE #3 G312 GARAGE #3 G313 GARAGE #3 G314 G301G302G303G304G305G306G307 G308 G309 G310 G311 G312 G313 G314 2' - 2 3/8" 9' - 0"2' - 7 3/4"9' - 0"2' - 7 3/4"9' - 0"2' - 7 3/4"9' - 0"2' - 7 3/4"9' - 0"2' - 7 3/4"9' - 0"2' - 7 3/4"9' - 0" 2' - 2 3/8" 2' - 2 3/8" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 7 3/4" 9' - 0" 2' - 2 3/8" 1' - 0 1 / 4 " 20 ' - 8 3 / 8 " 7 5 / 8 " 2 0 ' - 8 3 / 8 " 1' - 0 1 / 4 " 1 GA.2 Sim 3 GA.2 Sim 1 GA.2 Sim 3 GA.2 Sim W2 W2 W2 W6 W2 W2 W2W2W6W2W2W2 EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ P14 P15 P14 P15 P14 P15 P14 P15 P14 P15 P14 P15 P14 P15 P14P14P14P14P14P14P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14 P14P14P14P14P14P14P14P14P14P14P14P14P14P14 P16 P16 P18 P18 P18 P18 P18 P18 P18P18P18P18 E9 E13 E16 E8 E1 E2 E20 E25 E27 E26 12 4 E13E9 E16 E8 E19 E15 E25 E1 E2 E23 G301 G302 G303 G304 G305 G306 G307 12 4 E26E26E23E1E25E2 E13E9 E16 E8 E25 E1 E2 E20 E23 G314G313G312G311G310G309G308 12 4 E20E26E26E20E23E1E25 E2 E27 12 4 E13 E9 E16 E8 E1 E25 E2E26 GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5GARAGE 6 CODE ANALYSIS - GARAGE #3 Indiana Building Code, 2008 Edition Occupancy Type:Group U Type of Construction:Type V-B No Sprinkler System Actual Building Area Garage #3 - East1,776 s.f. Garage #3 - West2,323 s.f. Garage #3 - Total4,099 s.f. (Area includes Horizontal Projection of Roof or Floor Above) Fire-Resistance Rating Requirements for Building Elements (rating in hours) Structural Frame (including columns, girders, and trusses):(0) Hour Fire-Resistance Rating Bearing Walls (Exterior and Interior):(0) Hour Fire-Resistance Rating Nonbearing Walls and Partitions (Exterior and Interior):(0) No Fire-Resistance Rating Floor Construction (including supporting beams and joists):(0) Hour Fire-Resistance Rating Roof Construction (including supporting beams and joists):(0) Hour Fire-Resistance Rating Allowable Building Area Allowable Floor Area per Story: 5,500 s.f. (Table 503) Building Height Allowable Height (Table 503): 1 Stories Actual Building Height: 1 Stories GENERAL ARCHITECTURAL GARAGE FLOOR PLAN NOTES PROVIDE BLOCKING IN STUD WALLS AND/OR GROUTED MASONRY CORES AS REQUIRED TO SUPPORT EQUIPMENT.A. SEE "WALL TYPES", SHEET A0.1 FOR ENLARGED PLANS OF VARIOUS WALL TYPES. WALL TYPES ARE KEYED TO PLANS BY MEANS OF DIMENSIONS AND HATCHING PATTERNS. ALL DIMENSIONS ARE TO FACE OF WALL. B. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR VARIOUS HOLES, OPENINGS, DUCT PENETRATIONS, LOUVERS, AND ETC. WHICH ARE REQUIRED TO BE BUILT INTO WALLS, FLOORS, AND ROOFS. PROVIDE OPENINGS WITH LINTELS OR SUPPLEMENTAL FRAMING WHERE REQUIRED. (SEE STRUCTURAL DRAWINGS FOR LINTEL NOTES). C. SEE SHEET A0.1 FOR WALL TYPES, ABBREVIATIONS AND SYMBOL LEGEND.D. DIMENSIONS ARE TO FINISH FACE OF WALLE. SEAL GAPS BETWEEN FLOOR/ROOF DECK AND TOP OF ALL WALLS INDICATED TO EXTEND TO DECK ABOVE.F. ALL WALLS TO EXTEND TO DECK ABOVE UNLESS INDICATED OTHERWISE.G. Drawn By Project Number Date Checked By permission of The InterDesign Group, Inc. or reuse must be preceded by written construction contractor(s). Reproduction or and as-built documents as modified by rights reserved for original documents doing business as . All 141 East Ohio Street Indiananapolis, Indiana 46204 Phone 317 263 9655 Fax 317 263 9644 www.interdesign.com The InterDesign Group, Inc. IDNTERESIGN C 5/ 1 6 / 2 0 1 4 7 : 3 2 : 1 0 A M C : \ U s e r s \ d w i e t b r o c k \ D o c u m e n t s\ W o o d l a n d T e r r a c e _ A r c h _ C en t r a l _ d w i e t b r o c k . r v t G3A.1 GARAGE #3 FLOOR PLAN, ELEVATIONS, & SECTIONS DAW DRW 2010.56.BB 689 Pro Med Lane Carmel, Indiana 46032 MAY 5, 2014 - PERMIT SET MarkDateRevision SCALE: 1/8" = 1'-0"G3A.1 1 GARAGE 3 FLOOR PLAN SCALE: 1/8" = 1'-0"G3A.1 2 GARAGE 3 EAST ELEVATION SCALE: 1/8" = 1'-0"G3A.1 3 GARAGE 3 NORTH ELEVATION SCALE: 1/8" = 1'-0"G3A.1 4 GARAGE 3 SOUTH ELEVATION SCALE: 1/8" = 1'-0"G3A.1 5 GARAGE 3 WEST ELEVATION TRUE NORTH DOOR SCHEDULE - GARAGE #3 Opening Number Type DoorFrameDetails Fire Rating Glazing Type HardwareRemarksElevationWidthHeightThicknessMaterialFinishElevationMaterialFinishWidthHeadJambSill G301Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G302Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G303Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G304Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G305Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G306Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G307Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G308Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G309Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G310Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G311Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G312Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G313Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 G314Overhead SectionalG9' - 0"7' - 0"1 1/2"SteelPCWoodPaint7/GA.27/GA.2--56 KEYED FLOOR PLAN NOTES P146" DIAMETER CONCRETE FILLED METAL PIPE BOLLARD - PAINT P1540" TALL 8" CMU WALL (W12) WITH 2x4 WOOD STUD WITH 5/8" GYPSUM BOARD ON BOTH SIDES WALL(W2) ON TOP. WOOD STUD WALL (W2) TO EXTEND TO GYPSUM BOARD ON BOTTOM OF ROOF TRUSSES. P162-HOUR FIRE WALL. 8" TALL 8" CMU WALL WITH 2x4 WOOD STUD WITH (2) LAYERS 5/8" TYPE X GYPSUM BOARD ON BOTH SIDES WALL(W6) ON TOP. EXTEND UP TO BOTTOM OF ROOF SHEATHING. ROOF SHEATHING TO BE FIRE-RETARDANT TREATED WOOD FOR A DISTANCE OF 4 FEET ON BOTH SIDES OF WALL P188" TALL 6" CMU WALL WITH 2x4 WOOD STUD WITH 5/8" GYPSUM BOARD ON BOTH SIDES WALL(W2) ON TOP. WOOD STUD WALL (W2) TO EXTEND TO GYPSUM BOARD ON BOTTOM OF ROOF TRUSSES. KEYED EXTERIOR ELEVATION NOTES E1QUEEN SIZE FACE BRICK - COLOR 1 - EQUAL TO BORAL WHEAT E216" HIGH BY 24" LONG TAN CAST STONE BY ACCUCASTSTONE PRODUCTS E8E.I.F.S. CORNICE E9ASPHALT ROOFING SHINGLE SYSTEM - GAF TIMBERLINE HD E13RIDGE VENT E153" x 4" RECTANGULAR DOWNSPOUT - CONNECT TO STORM LINE - SEE CIVIL DRAWINGS E163 3/4"H x 5"W OGEE GUTTER E19OVERHEAD DOOR E20LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS E23CONCRETE FILLED STEEL BOLLARD - PAINT E258" HIGH BY 24" LONG TAN CAST STONE WATERTABLE BY ACCUCASTSTONE PRODUCTS E263" x 4" RECTANGULAR DOWNSPOUT WITH SPLASH BLOCK E27BRICK / CAST STONE CONTROL JOINT CENTERED BEHIND DOWNSPOUT ROOM FINISH SCHEDULE - GARAGE #3 Room Number Room NameFloor Material Base Material Wall Finishes Ceiling Finish RemarksNorthEastSouthWest G301GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G302GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G303GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G304GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G305GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G306GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G307GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G308GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G309GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G310GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G311GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G312GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G313GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint G314GARAGE #3Sealed ConctreteNonePaintPaintPaintPaintPaint SCALE: 1" = 100'-0"G3A.1 6 CAMPUS PLAN TRUE NORTH ROOF TRUSSES - SEE STRUCTURAL DRAWINGS 5/8" ORIENTED STRAND ROOF SHEATHING ASPHALT SHINGLE ROOFING SYSTEM 4" CONCRETE SLAB ON GRADE W/6 x 6 W1.4 x W1.4 W.W.F. THROUGH WALL FLASHING W/WEEP HOLES AT 24" O.C. 6" COMPACTED GRAVEL SUB-BASE 12" CMU 1" 1' - 0 1/4" 1 7/8"10" 1 1/2" 3' - 4 " CONTINUOUS E.I.F.S. CORNICE METAL DRIP EDGE 3 3/4"H x 5"W OGEE GUTTER METAL WRAPPED 1x6 WOOD FASCIA 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 2 x 4 WOOD STUDS AT 16" O.C. E.I.F.S. OVER 1/2" BOARD INSULATION SOFFIT 5/8" GYPSUM SHEATHING 5/8" GYPSUM SHEATHING 2 x 4 WOOD FRAMING 1/2" ORIENTED STRAND WALL SHEATHING QUEEN SIZE FACE BRICK - COLOR 1 - EQUAL TO BORAL WHEAT 8" HIGH BY 24" LONG TAN CAST STONE WATERTABLE BY ACCUCASTSTONE PRODUCTS 16" HIGH BY 24" LONG TAN CAST STONE BY ACCUCASTSTONE PRODUCTS8" CMU 8" BOND BEAM - SEE STRUCTURAL DRAWINGS CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 8" 1 1/2" 1 1/2" 7/ 8 " 8" 4 1 / 2 " 3' - 8 " 0' - 8" QUEEN SIZE FACE BRICK - COLOR 1 - EQUAL TO BORAL WHEAT 3 3/4"H x 5"W OGEE GUTTER 16" HIGH BY 24" LONG TAN CAST STONE BY ACCUCASTSTONE PRODUCTS 8" CMU 2 x 4 WOOD STUDS AT 16" O.C. 1/2" ORIENTED STRAND WALL SHEATHING CONTINUOUS E.I.F.S. CORNICE ROOF TRUSSES - SEE STRUCTURAL DRAWINGS 5/8" ORIENTED STRAND ROOF SHEATHING ASPHALT SHINGLE ROOFING SYSTEM 4" CONCRETE SLAB ON GRADE W/6 x 6 W1.4 x W1.4 W.W.F. CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 12" CMU 6" COMPACTED GRAVEL SUB-BASE 3' - 4 " 1" 1 7/8" 1' - 0 1/4" 1 1/2"10" 5/8" GYPSUM BOARD METAL DRIP EDGE 8" BOND BEAM - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD METAL WRAPPED 1x6 WOOD FASCIA E.I.F.S. OVER 1/2" BOARD INSULATION SOFFIT 8" HIGH BY 24" LONG TAN CAST STONE WATERTABLE BY ACCUCASTSTONE PRODUCTS THROUGH WALL FLASHING W/WEEP HOLES AT 24" O.C. 5/8" GYPSUM SHEATHING 2 x 4 WOOD FRAMING 2 x 4 WOOD FRAMING 5/8" GYPSUM SHEATHING 1 1/2" 1 1/2" 8" 3' - 8 " 4 1 / 2 " 8"7/ 8 " 0' - 8" ROOF TRUSSES - SEE STRUCTURAL DRAWINGS 5/8" ORIENTED STRAND ROOF SHEATHING ASPHALT SHINGLE ROOFING SYSTEM 4" CONCRETE SLAB ON GRADE W/6 x 6 W1.4 x W1.4 W.W.F. 1 x 12 WOOD TRIM 6" COMPACTED GRAVEL SUB-BASE OVERHEAD GARAGE DOOR 12" CMU WOOD TRIM 1 x 12 WOOD TRIM 1 x 12 WOOD TRIM 6" DIAMETER CONCRETE FILLED METAL PIPE BOLLARD - PAINT METAL DRIP EDGE 3 3/4"H x 5"W OGEE GUTTER METAL WRAPPED 1x6 WOOD FASCIA E.I.F.S. OVER 1/2" BOARD INSULATION SOFFIT 5/8" GYPSUM SHEATHING 2 x 4 WOOD FRAMING CONTINUOUS E.I.F.S. CORNICE 5/8" GYPSUM SHEATHING 2 x 4 WOOD STUDS AT 16" O.C. 5/8" GYPSUM BOARD HEADER - SEE STRUCTURAL DRAWINGS 0' - 8" 4 1 / 2 " 8" 7/ 8 " 1 1/2" 8" ASPHALT PAVING - SEE CIVIL DRAWINGS CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 5/8" ORIENTED STRAND ROOF SHEATHING ASPHALT SHINGLE ROOFING SYSTEM CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 5/8" ORIENTED STRAND ROOF SHEATHING STANDING SEAM METAL ROOFING SYSTEM 4" CONCRETE SLAB ON GRADE W/6 x 6 W1.4 x W1.4 W.W.F. 6" COMPACTED GRAVEL SUB-BASE1' - 0 1/4" 1" 4' - 9 1/2" GA.2 5 6 GA.2 3' - 4 " ROOF TRUSSES - SEE STRUCTURAL DRAWINGS5/8" GYPSUM BOARD 8" BOND BEAM - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD 2 x 4 WOOD STUDS AT 16" O.C. 1/2" ORIENTED STRAND WALL SHEATHING 8" CMU 12" CMU THROUGH WALL FLASHING W/WEEP HOLES AT 24" O.C. 16" HIGH BY 24" LONG TAN CAST STONE BY ACCUCASTSTONE PRODUCTS 8" HIGH BY 24" LONG TAN CAST STONE WATERTABLE BY ACCUCASTSTONE PRODUCTS QUEEN SIZE FACE BRICK - COLOR 1 - EQUAL TO BORAL WHEAT METAL DRIP EDGE 3 3/4"H x 5"W OGEE GUTTER E.I.F.S. OVER 1/2" BOARD INSULATION SOFFIT CONTINUOUS E.I.F.S. CORNICE 2 x 4 WOOD FRAMING 5/8" GYPSUM SHEATHING 1' - 2" MIN. 3" FLASHING 1' - 0" HIGH POINT 2' - 8 7/8" LOW POINT 1' - 1 1/8" 1x TRIM BOARD SEGMENTED BREAK METAL FASCIA WITH CONTINUOUS CLIP ANGLE E.I.F.S. SOFFIT BEYOND 3/4" EXTERIOR GRADE PLYWOOD 2X BLOCKING AS REQUIRED STANDING SEAM METAL ROOF E.I.F.S. SOFFIT ON 5/8" GYPSUM SHEATHING 2 X 6 WOOD FRAMING - SEE STRUCTURAL FELT PAPER UNDERLAYMENT E.I.F.S. ON 5/8" GYPSUM SHEATHING E.I.F.S. 'MEDALLION' ASPHALT SHINGLE 3/4" EXTERIOR GRADE PLYWOOD 2 X 6 WOOD FRAMING SEE STRUCTURAL 2X BLOCKING AS REQUIRED 2x6 WOOD STUDS AT 16" O.C. SOFFIT VENT OVERHANG 1' - 2" MIN. 3" FLASHING 1' - 0" LOW POINT 1' - 1 1/8" 3/4" EXTERIOR GRADE PLYWOOD 2X BLOCKING AS REQUIRED STANDING SEAM METAL ROOF E.I.F.S. SOFFIT ON 5/8" GYPSUM SHEATHING 2 X 6 WOOD FRAMING SEE STRUCTURAL FELT PAPER UNDERLAYMENT E.I.F.S. ON 5/8" GYPSUM SHEATHING ASPHALT SHINGLE 5/8" ROOF SHEATHING 2 X 6 WOOD FRAMING SEE STRUCTURAL 2X BLOCKING AS REQUIRED 2x6 WOOD STUDS AT 16" O.C. CL 2' - 8" CL HIGH POINT 2' - 8 7/8" SEGMENTED BREAK METAL FASCIA WITH CONTINUOUS CLIP ANGLE 2 ' - 1 1 1 / 8 " WD BLOCKING AS REQUIRED 1' - 0 1/4"1" 8" CMU OVERHEAD GARAGE DOOR 16" T X 24" L CAST STONE 16" T X 24" L CAST STONE WATERTABLE ABOVE SLAB EDGE BELOW 1X WOOD TRIM PAINTED 1X WOOD TRIM PAINTED SEALANT SEALANT 8" CMU BELOW OVERHEAD GARAGE DOOR FACE BRICK 16" T X 24" L CAST STONE WATERTABLE BELOW SLAB EDGE BELOW 1X WOOD TRIM PAINTED1X WOOD TRIM PAINTED SEALANT SEALANT 10"1 1/2" 1X WOOD TRIM PAINTED, BELOW OVERHEAD GARAGE DOOR FACE BRICK 1X WOOD TRIM PAINTED, BEYOND 1X WOOD TRIM PAINTED1X WOOD TRIM PAINTED SEALANT SEALANT 10" 1X WOOD TRIM PAINTED, BELOW JAMB LOW JAMB HIGH HEAD 16" T X 24" L CAST STONE BELOW 5/8" GYPSUM BOARD 5/8" GYPSUM SHEATHING 2X4 WOOD STUDS AIR SPACE5/8" GYPSUM BOARD 5/8" GYPSUM SHEATHING 2X4 WOOD STUDS LINTEL Drawn By Project Number Date Checked By permission of The InterDesign Group, Inc. or reuse must be preceded by written construction contractor(s). Reproduction or and as-built documents as modified by rights reserved for original documents doing business as . All 141 East Ohio Street Indiananapolis, Indiana 46204 Phone 317 263 9655 Fax 317 263 9644 www.interdesign.com The InterDesign Group, Inc. IDNTERESIGN C 5/ 1 6 / 2 0 1 4 7 : 3 4 : 0 0 A M C : \ U s e r s \ d w i e t b r o c k \ D o c u m e n t s\ W o o d l a n d T e r r a c e _ A r c h _ C en t r a l _ d w i e t b r o c k . r v t GA.2 WALL SECTIONS GARAGE BJZ Checker 2010.56.BB 689 Pro Med Lane Carmel, Indiana 46032 MAY 5, 2014 - PERMIT SET SCALE: 3/4" = 1'-0"GA.2 1 WALL SECTION SCALE: 3/4" = 1'-0"GA.2 2 WALL SECTION SCALE: 3/4" = 1'-0"GA.2 3 WALL SECTION SCALE: 1/2" = 1'-0"GA.2 4 WALL SECTION MarkDateRevisionSCALE: 1 1/2" = 1'-0"GA.2 5 DORMER DETAIL SCALE: 1 1/2" = 1'-0"GA.2 6 DORMER DETAIL SCALE: 1 1/2" = 1'-0"GA.2 7 GARAGE - O.H. DOOR DETAILS BU I L D I N G C O D E S : I N T E R N A T I O N A L B U I L D I N G C O D E , 2 0 0 6 W I T H I N D I A N A A M E N D M E N T S DE S I G N C O D E S : A I S C - A M E R I C A N I N S T I T U T E OF S T E E L C O N S T R U C T I O N , L R F D 2 N D E D I T I O N A I S C - A M E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N , A S D 9 T H E D I T I O N S J I - S T E E L J O I S T I N S T I T U T E S D I - S T E E L D E C K I N S T I T U T E A I S I - A M E R I C I A N I R O N A N D S T E E L I N S T I T U T E A C I - A M E R I C AN C O N C R E T E I N S T I T U T E , 3 1 8 - 9 5 . C R S I - C O N C R E T E R E I N F O R C I N G S T E E L I N S T I T U T E N C M A - N A T I O N A L C O N C R E T E M A S O N R Y A S S O C I A T I O N N F P A - N A T I O N A L F O R E S T R Y P R OD U C T A S S O C I A T I O N N A T I O N D E S I G N S P E C I F I C A T I O N A I T C - A M E R I C I A N IN S T I T U T E O F T I M B E R C O N S T R U C T I O N GR A V I T Y D E S I G N L O A D S AR E A DE A D L O A D LI V E L O A D RO O F 17 P S F 20 P S F LA T E R A L D E S I G N TI T L E SE I S M I C WI N D BL D G C A T E G O R Y / S E I S M I C U S E G R O U P SI T E C L A S I F I C A T I O N Ss S1 SE I S M I C D E S I G N C A T E G O R Y II D 0. 1 8 6 0. 0 9 2 C II EX P O S U R E WI N D S P E E D IM P O R T A N C E F A C T O R C 90 M P H 1. 2 5 1. 1 5 IF T H E D R A W I N G S A N D S P E C I F I C A T I O N S A R E I N C O N F L I C T , T H E M O R E S T R I N G E N T R E S T R I CT I O N S A N D R E Q U I R E M E N T S S H A L L G O V E R N . AL L C O N T R A C T O R S A R E R E Q U I R E D T O C O O R D I N A T E TH E I R W O R K W I T H A L L D I S C I P L I N E S T O A V O I D CO N F L I C T S . T H E A R C H I T E C T U R A L , M E C H A N I C A L , E LE C T R I C A L A N D PL U M B I N G A S P E C T S A R E N O T I N T H E S C O P E O F T H E S E D R A W I N G S . T H E R E F O R E , A L L R E Q U I R E D M A T E R I A L S A N D W O RK M A Y N O T B E I N D I C A T E D . I T I S T H E C O N T R A C T O R ' S RE S P O N S I B I L I T Y T O C O O R D I N A T E T H E S E D R A W I N G S W I T H A L L O T H E R C O N S TR U C T I O N D O C U M E N T S . R E F E R T O A R C H I T E C T U R A L D R A W I N G S F O R A L L D I M E NS I O N S N O T SH O W N O N T H E S E D R A W I N G S . L O C A T I O N S , S I Z E S A N D N U M B E R S O F A L L O P E N I N G S M A Y N O T B E C O M P L E T E LY I N D I C A T E D O N T H E S T R U C T U R A L D R A W I N G S, T H E RE S P E C T I V E C O N T R A C T O R S H A L L V E R I F Y T H E I R W O R K W I T H A L L O T H E R D I S C I P L I N E S . VE R I F Y A L L E X I S T I N G C O N D I T I O N S P R I O R T O A N Y C O NS T R U C T I O N O R F A B R I C A T I O N . I F D I F F E R E N T T H AN S H O W N , N O T I F Y E N G I N E E R / A R C H I T E C T I M M ED I A T E L Y F O R MO D I F I C A T I O N O F D R A W I N G S . TH E C O N T R A C T D O C U M E N T S R E P R E S E N T T H E F I N I S H ED S T R U C T U R E . T H E Y D O N O T I N D I C A T E T H E M E T H OD O F C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L PR O V I D E A L L M E A S U R E S NE C E S S A R Y T O P R O T E C T T H E S T R U C T U R E D U R I N G C O N S T R U C T I O N . S U C H M EA S U R E S S H A L L I N C L U D E , B U T N O T B E L I M I T E D T O , B R A C I N G , S H O R I N G , U ND E R P I N N I N G , E T C . T H E EN G I N E E R / A R C H I T E C T I S N O T R E S P O N S I B L E F O R T H E C O N T R A C T O R ' S M E A N S, M E T H O D S , T E C H N I Q U E S , S E Q U E N C E S O R S A F E T Y P R O C E D U R E S D U R I N G C O NS T R U C T I O N . NO T E S A N D D E T A I L S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L S T R U C T U R A L N O T E S . W H E R E N O D E T A IL S O R S E C T I O N S A R E S H O W N , C O N S T R U C T I O N S H AL L CO N F O R M T O S I M I L A R W O R K O N T H E P R O J E C T . T Y P I C A L S E C T I O N S A N D D E TA I L S M A Y N O T B E C U T O N T H E P L A N S , B U T A P P L Y U N L E S S N O T E D O T H E R W IS E . TH E C O N T R A C T O R S H A L L A D D A N A L L O W A N C E F O R A D D I T I O N A L M A T E R I A L S T O T H E B A S E B I D . S E E S P E C I F I C A T I O N D I V I S I O N O N E F O R T H E T Y P E S A ND A M O U N T S O F A L L O W A N C E S T O BE I N C L U D E D . I N C L U D E C O S T S F O R M A T E R I A L , F A B R I C A T I O N A N D I N S T A L L A TI O N . T H E U S E O F T H E S E M A T E R I A L S S H A L L B E A T T H E D I S C R E T I O N O F E N G I N E E R / A R C H I T E C T . T H E C O S T FO R A N Y U N U S E D M A T E R I A L S S H A L L B E R E F U N D E D TO T H E O W N E R A T T H E E N D O F T H E P R O J E C T . 1 2 3 4 5 6 7 8 9 TH E C O N T R A C T O R I S R E F E R R E D T O T H E S O I L S R E P O R T G E N E R A T E D B Y : DE S I G N S O I L B E A R I N G P R E S S U R E : S P R E A D F O O T I N G S _ _ _ _ _ _ _ 3 0 0 0 P S F W A L L F O O T I N G S _ _ _ _ _ _ _ _ _ 3 0 0 0 P S F SO I L T O B E S T R I P P E D , C O M P A C T E D A N D T E S T E D I N A C C O R D A N C E W I T H T H E R E C O M M E N D A T I O N S O F TH E S O I L S E N G I N E E R A N D P R O J E C T S P E C I F I C A T I O NS . FO O T I N G S A N D S L A B S S H A L L B E P L A C E D O F F I R M , U N D I S T U R B E D S O I L O R O N E N G I N E E R E D F I L L . E N G I N E E R E D F I L L S H A L L B E F R E E - D R A I N I N G A N D CO M P A C T E D T O A M I N I M U M D R Y DE N S I T Y O F 9 5 % O F T H E M O D I F I E D P R O C T O R M AX I M U M D R Y D E N S I T Y ( A S T M - D 1 5 5 7 ) , P L A C E D I N 6 " T O 8 " L I F T S . A L L I N T E R I O R S L A B S H A V E A M I NI M U M O F 6 " O F I N D O T # 8 AG G R E G A T E P L A C E D B E N E A T H T H E M . P E A G R A V E L M A Y NO T B E U S E D A S A N E N G I N E E R E D F I L L . U T I L IT Y T R E N C H E S A N D E X C A V A T I O N S U N D E R T H E F O U ND A T I O N S O R S L A B S S H A L L ME E T T H E S A M E R E Q U I R E M E N T S . S E E S O I L S I N V E S T I G AT I O N R E P O R T F O R F U R T H E R R E C O M M E N D A T I O N S . UN D E R C U T T I N G O F T H E S O I L F O R F O U N D A T IO N A N D / O R S L A B P L A C E M E N T M A Y B E R E Q U I R E D . T H E S E D R A W I N G S D O N O T I N D I C A T E T H E E N T I R E S C O P E OF U N D E R C U T T I N G , F I L L O R BA D S O I L R E M O V A L T H A T M A Y B E R E Q U I R E D T O A T T A I N T H E D E S I G N S O I L B E A R I N G P R E S S U R E S . I T I S T H E R E S P O NS I B I L I T Y O F T H E C O N T R A C T O R T O O B T A I N A S O I L S IN V E S T I G A T I O N R E P O R T , B E F O R E B I D D I N G , T O A S S E S S TH E E X T E N T O F E X C A V A T I O N A N D C O M P A C T I O N T H AT M A Y B E R E Q U I R E D T O M E E T T H E D E S I G N C R I T E R I A . TH E C O N T R A C T O R S H A L L R E T A I N T H E S E R V I C E S O F T H E G E O T E C H N I C A L F I RM O F R E C O R D T O M O N I T O R A L L B A C K F I L L I N G O P E R A T I O N S A N D T O I N S P E C T F O O T I N G B E A R I N G M A T E R I A L . A R E P O R T C E R T I F I E D B Y T H E S O I L S E N G I N E E R S H AL L B E F U R N I S H E D T O T H E A R C H I T E C T / E N G I N E E R V E R IF Y I N G T H A T A L L F O U N D A T I O N S W E R E P L A C E D O N A M A T E R I A L C A P A B L E O F SU S T A I N I N G T H E D E S I G N B E A R I N G P R E S S U R E S . IF D E W A T E R I N G I S R E Q U I R E D , S U M P S S H A L L N O T B E P L A C E D W I T H I N T H E F O U N D A T I O N E X C A V A T I O N . MA I N T A I N A M A X I M U M S L O P E B E T W E E N A D J A C E N T FO O T I N G B E A R I N G E L E V A T I O N S O F 2 H O R I Z O N T A L T O 1 V E R T I C A L . M A I N T A I N A 2 H O R I Z O N T A L T O 1 V E R T I C A L S L O P E N E X T TO E X I S T I N G F O U N D A T I O N S T O A V O I D U N D E R M I N I N G F O U N D A T I O N S . NO H O R I Z O N T A L J O I N T S A R E P E R M I T T E D I N A N Y FO U N D A T I O N . V E R T I C A L J O I N T S A R E P E R M I T T E D O N LY I N W A L L F O O T I N G S A N D T R E N C H F O O T I N G S . SH A L L O W F O U N D A T I O N S M A Y B E E A R T H - F O R M E D W H E R E T H E E X C A V A T I O N P E R M I T S . I F E A R T H - F O R M I N G IS U S E D , M A I N T A I N 3 I N C H E S C L E A R T O R E I N FO R C I N G S T E E L F R O M A L L EA R T H S U R F A C E S . 1 2 3 4 5 6 7 8 9 10 28 D A Y C O N C R E T E S T R E N G T H S LO C A T I O N ST R E N G T H AI R SP R E A D , T R E N C H A N D W A L L F O O T I N G S A N D A L L C O N C R E T E B E L O W F R O S T L I N E EX T E R I O R S L A B S , P I E R S , W A L L A N D C O L U M N S E X P O S E D T O F R E E Z E / T H A W GR A D E B E A M S IN T E R I O R S L A B S O N G R A D E ST R U C T U R A L S L A B S , B E A M S A N D C O L U M N S 30 0 0 P S I 40 0 0 P S I 40 0 0 P S I 40 0 0 P S I 50 0 0 P S I 2%6%2%2%2% 11 AL L R E I N F O R C I N G S T E E L S H A L L B E D E T A I L E D , S U P P L I E D A N D P L A C E D I N A CC O R D A N C E W I T H A C I 3 1 5 , A C I 3 1 8 A N D C R S I M S P - L A T E S T V E R S I O N S. AL L R E I N F O R C I N G S T E E L S H A L L B E S H O P F A B R I C AT E D A N D , W H E R E A P P L I C A B L E , S H A L L B E W I R E D TO G E T H E R A N D C O N F O R M T O A S T M A - 6 1 5 , G R A D E 60 . CH A M F E R E D G E S O F E X P O S E D C O N C R E T E 3 / 4 I N C H , U N L E S S N O T E D O T H E R W I S E . AL L W E L D E D W I R E F A B R I C S H A L L C O N F O R M T O A S T M A 1 8 5 , F Y ( M I N . ) O F 6 5 K S I . A L L W E L D ED W I R E F A B R I C L A P S S H A L L B E 8 I N C H E S AL L F I N I S H E D C O N C R E T E , C O N C R E T E F O R M W O R K A N D F A L S E W O R K S H A L L B E I N A C C O R D A N C E W I T H A C I 3 0 1 - L A T E S T V E R S I O N . T H E C O N T R A C T O R I S S O LE L Y R E S P O N S I B L E F O R T H E DE S I G N A N D C O N S T R U C T I O N O F A L L F O R M W O R K , F A L S E W O R K A N D S H O R I N G . 12 13 14 15 16 RE I N F O R C I N G S T E E L C O V E R A G E LO C A T I O N CO V E R FO O T I N G S - B O T T O M A N D U N F O R M E D S U R F A C E S FO O T I N G S - F O R M E D S U R F A C E S , S I D E S A N D T O P SL A B O N G R A D E - W W F ST R U C T U R A L S L A B S , B E A M S A N D C O L U M N S 3"2" UP P E R 1 / 3 AS N O T E D 17 PR O V I D E S L E E V E S F O R A L L P E N E T R A T I O N S I N G R A D E B E A M S , W A L L F O O T I N G S A N D T R E N C H F O O T I N G S TO T O T A L L Y S E P A R A T E P I P E ( S ) F R O M C O N C R E T E. CO N T R A C T O R S H A L L O B T A I N T H E L O C A T I O N S O F A L L S L A B P E N E T R A T I O N S, O P E N I N G S , C U R B S A N D R E C E S S E S B E F OR E P R O C E E D I N G W I T H T H E W O R K . PR O V I D E # 5 B A R S A T 1 2 I N C H E S O N C E N T E R E A C H WA Y I N T H E C E N T E R O F A N Y R E I N F O R C E D W A L L 10 I N C H E S O R L E S S I N T H I C K N E S S F O R A N Y W A L L N O T O T H E R W I S E D E T A I L E D . PR O V I D E # 5 B A R S A T 1 2 I N C H E S O N C E N T E R O N E A C H F A C E O F A N Y R E IN F O R C E D W A L L G R E A T E R T H A N 1 0 I N C H E S I N T H I C K N E S S F O R A N Y W A L L N O T O T H E R W I S E D E T A I L E D . SE T A N C H O R B O L T S W I T H W O O D P O S I T I O N I N G TE M P L A T E S A N D B R A C E A G A I N S T D I S P L A C E M E N T . TH E S A W I N G O F J O I N T S M A Y B E S T A R T E D W H E N T H E C U T T I N G A C T I O N W I L NO T T E A R , A B R A D E , O R O T H E R W I S E D A M A G E T H E S U R F A C E A N D B E F O R E T H E C O N C R E T E D E V E L O P E S RA N D O M C O N T R A C T I O N C R A C K S . T H E C O N V E N T I O N A L S A W C U T T I N G O F C O N T R A C T I O N J O I N T S ( C O N T R OL J O I N T S ) M U S T B E S T A R T E D A N D F I N I S H E D W I TH I N 4 T O 1 2 H O U R S A F T E R SU R F A C E F I N I S H I N G I S C O M P L E T E . 18 19 20 21 22 GE N E R A L N O T E S FO U N D A T I O N / C O N C R E T E N O T E S MA S O N R Y 1 TH E S P E C I F I E D D E S I G N C O M P R E S S I V E ST R E N G T H O F M A S O N R Y S H A L L B E F ' M = 2 0 0 0 P . S . I . A N D S H A L L B E V E R I F I E D U S I N G B O T H P R E - C O N S T R U C T I ON A N D D U R I N G C O N S T R U C T I O N PR I S M T E S T S . A L L U N I T S F O R E X T E R I O R W A L L S , L O A D - B E A R I N G W A L L S A N D S H E A R W A L L S S H A L L B E N O R M A L W E I G H T B L O C K B E L O W G R A D E A N D L I G HT W E I G H T B L O C K A B O V E GR A D E . AL L M O R T A R F O R C M U W A L L S S H A L L B E T Y P E S . A L L M O R T A R F O R B R I C K WO R K S H A L L B E T Y P E N . N O A D M I X T UR E S M A Y U S E D U N L E S S A P P R O V E D B Y AR C H I T E C T / E N G I N E E R . MO R T A R S H A L L N O T B E U S E D F O R G R O U T I N G C O R E S O R F I L L I N G B O N D B E A M S . AL L B L O C K S H A L L B E L A I D I N A R U N N I N G B O N D P A T T E R N . CO U R S E G R O U T S H A L L B E U S E D W E R E G R O U T I N G I S R E Q U I R E D . S L U M P S H A L L B E 8 I N C H E S + / - 1 I N C H . M I N I M U M G R O U T C O M P R E S S I V E S T R E N G T H S H AL L B E 2 0 0 0 P . S . I . AL L R E I N F O R C I N G S H A L L B E A S T M A 6 1 5 G R A D E 6 0 ( F Y = 6 0 K S I ) . L A P A L L R E I N F O R C I N G A M I N I M U M O F 4 0 B A R D I A M E T E R S . SE E A R C H I T E C T U R A L D R A W I N G S A N D S P E C I F I C A T I O N S F O R A L L C O N T R O L J O I N T L O C A T I O N S . R E I N F O R C I N G I N BO N D B E A M S S H A L L B E D I S C O N T I N U O U S A T C O N T R O L J O I N T S . PR O V I D E L A D D E R T Y P E H O R I Z O N T A L J O I N T R E I N F O R C E M E N T A T 1 6 I N C H E S O. C . S I D E R O D S A N D C R O S S R O D S S H A L L B E # 9 W I R E , G A L V A N I Z E D , S E E S P E C I F I C A T I O N S . C U T J O I N T RE I N F O R C E M E N T A T C O N T R O L J O I N T S . PR O V I D E ' L ' B A R S A T A L L B O N D B E A M C O R N E R S A S R E Q U I R E D . FI L L C O R E S O F B L O C K S O L I D W I T H G R O U T T W O F U L L C O U R S E S B E L O W TH E B E A R I N G O F A L L B E A M S O R L I N T E L S S U P P O R T E D O N M A S O N R Y . AL L A T T A C H M E N T S T O B L O C K S H A L L B E M A D E W I T H H I L T I 1 / 2 I N C H D I A M ET E R X 3 I N C H S L E E V E A N C H O R S , U N L ES S N O T E D O T H E R W I S E . A N C H O R S S HA L L B E I N S T A L L E D P E R MA N U F A C T U R E R ' S R E C O M M E N D A T I O N S . SE E T Y P I C A L S C H E D U L E S F O R M A S O N R Y A N D S T E E L L I N T E L S N O T I N D I C A T E D O N P L A N S . TH E C O N T R A C T O R / C O N S T R U C T I O N M A N A G E R S H A L L H A V E A R E P R E S E N T A T I V E ON S I T E T O M O N I T O R M A S O N R Y C O NS T R U C T I O N W H E N E V E R B O N D B E A M S O R RE I N F O R C E D M A S O N R Y W A L L S AR E B E I N G G R O U T E D . PL A C E G R O U T I N L I F T S N O T E X C E E D I N G 5 F E E T . SU P P O R T V E R T I C A L R E I N F O R C I N G S T E E L A T N O T M O RE T H A N 4 F E E T O N C E N T E R V E R T I C A L L Y . U SE P O S I T I O N E R S L I K E D / A 8 1 1 B Y D U R - O - W A L L . L AP S T E E L A T S P L I C E S 4 0 B A R DI A M E T E R S O R U S E M E C H A N I C A L S P L I C E DE V I C E S C A P A B L E O F D E V E L O P I N G 1 . 2 5 T I M ES T H E Y I E L D S T R E N G T H O F T H E B A R . UN L E S S N O T E D O T H E R W I S E , T Y P I C A L B O N D B E A M R E I N F O R C E M E N T S H A L L B E 1 - # 5 F O R 1 0 I N C H C M U A N D S M A L L E R , A N D 2 - # 7 F O R 1 2 I N C H A N D L A R G E R C M U . L A P RE I N F O R C I N G S T E E L I N B O N D B E A M S 4 0 B A R D I A M E T E R S A N D P R O V I D E ' L ' B A R S A T C O R N E R S . PR O V I D E H E C K M A N # 1 3 0 C H A N N E L S L O T A N D # 1 3 6 C H A N N E L S L O T A N C H O R S AT A L L B E A M S T H A T A B U T M A S O N R Y W A L L S , U N L E S S N O T E D O T H E R W I S E . PR O V I D E H E C K M A N # 3 1 5 W I R E R O D A N C H O R S A N D # 3 1 8 W E B T I E S A T A LL C O L U M N S T H A T A B U T M A S O N R Y WA L L S , U N L E S N O T E D O T H E R W I S E . 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 WO O D 1 AL L W O O D S H A L L B E A S F O L L O W S : 2 X 4 , 2 X 6 , 2 X 8 - S P R U C E , P I N E , F I R ( S P F ) , # 2 , K I L N - D R I E D O R S O U T H E R N P I N E , # 2 . A L L O T H E R S I Z E S - S O U T H E R N P I N E , # 2 , K I L N - D R I E D . AL L W O O D , C O N N E C T I O N S A N D E R E C T I O N S H A L L B E I N C O N F O R M A N C E W I TH T H E C U R R E N T E D I T I O N O F N F P A NA T I O N A L D E S I G N S P E C I F I C A T I O N . AL L C O N N E C T O R S S H A L L B E ' S I M P S O N S T R O N G - T I E ' , U N L E S S O T H E R W I S E A P P R O V E D B Y T H E E N G I N E E R . AL L B O L T S , W A S H E R S A N D N U T S S H A L L B E C A R B O N S T E E L , U N L E S S N O T E D . AL L S I L L P L A T E S S H A L L B E T R E A T E D W I T H ST A N D A R D B O R A T E P R E S E R V A T I V E T R E A T M E N T . AT T A C H A L L T O P P L A T E S A N D S I L L P L A T E S T O S T U D S W I T H ( 2 ) 1 6 d N A I L S . TY P I C A L S I L L B O L T I N G S H A L L B E 1 / 2 I N C H D I A X 1 0 I N C H B O L T S A T 6 F E E T O . C . A T A L L F O U N D A T I O N W A L L S . P R O V I D E 1 B O L T W I T H I N 1 2 I N CH E S O F E A C H E N D O F S I L L PL A T E A N D A T C O R N E R S . BO L T 2 X N A I L E R S T O S T E E L F R A M I N G W I T H 1 / 2 I N C H D I A A 30 7 B O L T S @ 4 8 I N C H E S O . C . S T A G G E R E D U N L E S S N O T E D O T H E R W I S E . AL L B O L T S S H A L L B E S T A N D A R D M A C H I N E B O L T S W I T H S T E E L P L A T E W A S H E R S WH E N H E A D O R N U T B E A R S O N W O O D . H O L E S F O R B O L T S S H A L L B E D R IL L E D W I T H A B I T 1/ 3 2 I N C H L A R G E R T H A N T H E N O M I N A L B O L T D I A M E T E R . NO S T R U C T U R A L M E M B E R S H A L L B E C U T W I T H O U T T H E A P P R O V A L O F T H E S T R U C TU R A L E N G I N E E R . A N Y C U T T I N G , N O T C H I N G O R B O R I N G O F W O O D S H A LL C O N F O R M T O T H E LO C A L B U I L D I N G C O D E . AL L H E A D E R S I N B E A R I N G W A L L S N O T S H O W N O N P L A N S S H A L L B E ( 2 ) - 2 X 8 M I N I M U M F O R O P E N I N G S L E S S T H A N 3 F E E T A N D ( 2 ) - 2 X 1 0 F O R L A R GE R O P E N I N G S . P R O V I D E A M I N I M U M O F 2 C R I P P L E S T U D S F O R B E A R I N G . LA M I N A T E D B E A M S S H A L L M E E T T H E R E Q U I R E M E N T S O F A N S I / A I T C A1 9 0 . 1 A N D S H A L L H A V E T H E F O L L O W I N G M I N I M U M D E S I G N V A L U E S : 2 4 0 0 P S I I N B E N D I N G 1 6 5 P S I I N H O R I Z O N T A L S H E A R 1 , 8 0 0 , 0 0 0 P S I M O D U L U S O F E L A S T I C I T Y D R Y C O N D I T I O N O F S E R V I C E A D H E S I V E S S H A L L M E E T R E Q U I R E M E N T S F O R W E T C O N D I T I O N O F S E R V I C E . B E A M S E X P O S E D T O V I E W : A R C H I T E C T U R A L A P P E A R A N C E G R A D E . A R C H E S E X P O S E D T O V I E W : A R C H I T E C T U R A L A P P E A R A N C E G R A D E . B E A M S N O T E X P O S E D T O V I E W : I N D U S T R I A L A P P E A R A N C E G R A D E . LA M I N A T E D V E N E E R L U M B E R S H A L L H A V E T H E F O L L O W I N G M I N I M U M D E S I G N V A L U E S : 2 6 0 0 P S I I N B E N D I N G 2 8 5 P S I I N H O R I Z O N T A L S H E A R 1 , 9 0 0 , 0 0 0 P S I M O D U L U S O F E L A S T I C I T Y CO M P O S I T E W O O D I - J O I S T S S H A L L B E E Q U A L T O T J I J O I S T S A S M A N U F A C T U RE D B Y ' T R U S - J O I S T M A C M I L L A N C O R P O R A T I O N ' . P R O V I D E W E B S T I F F E NE R S A S R E C O M M E N D E D B Y T H E MA N U F A C T U R E R ' S W R I T T E N I N S T R U C T I O N S A ND A C C O R D I N G T O T H E S H O P D R A W I N G S . 2 3 4 5 6 7 8 9 10 11 12 13 14 PR E - F A B R I C A T E D W O O D T R U S S E S 1 MA N U F A C T U R E D W O O D R O O F T R U S S E S O R R O O F I - J O I S T S S H A L L B E D E S I GN E D F O R T H E F O L L O W I N G L O A D S , I N A D D I T I O N T O W I N D L O A D I N G : T O P C H O R D D E A D 15 P S F ( P L U S O V E R B U I L D S ) B O T T O M C H O R D D E A D 10 P S F T O P C H O R D L I V E 25 P S F N E T W I N D U P L I F T 15 P S F TR U S S C O N N E C T O R P L A T E S S H A L L C O N F O R M T O T H E RE Q U I R E M E N T S O F T H E TR U S S P L A T E I N S T I T U T E . AL L O T H E R C O N N E C T O R S S H A L L B E M A N U F A C T U R E D B E ' S I M P S O N S T R O N G - T I E C O M P A N Y ' , U N L E S S O T H E R W I S E A P P R OV E D B Y T H E E N G I N E E R . U S E S I M P SO N H 1 H U R R I C A N E AN C H O R S O N E A C H E N D O F T R U S S E S , U N L E S S N O T E D . AL L E X P O S E D T O V I E W B O L T S , W A S H E R S A N D N U T S S H A L L B E G A L V A N I Z E D S T E E L . AL L T R U S S E S S H A L L B E S P A C E D A T 2 4 I N C H E S O . C . , U N L E S S N O T E D O T H E R W I S E . AL L S T A N D A R D , H I P , V A L L E Y , S C I S S O R , G I R D E R A N D O T H E R M I S C . T R U SS E S A N D S U P P L E M E N T A L R O O F F R A M I N G N O T S H O W N , S H A L L B E D E S I G N E D A ND P R O V I D E D B Y T H E T R U S S MA N U F A C T U R E R A N D C O N T R A C T O R . T R U S S M A N U F A C T UR E R A N D C O N T R A C T O R S H A L L B E R E S P O N S I B L E FO R T H E F I N A L T R U S S L A Y O U T , W I T H T H E A P P R O V AL O F T H E E N G I N E E R . TH E T R U S S M A N U F A C T U R E R S H A L L S U B M I T S H O P D R A W I NG S A N D D E S I G N C A L C U L A T I O N S S I G N E D A N D S T AM P E D B Y A N E N G I N E E R L I C E N S E D I N T H E S T A TE O F I N D I A N A F O R T H E AR C H I T E C T S R E V I E W B E F O R E S T A R TI N G T H E F A B R I C A T I O N P R O C E S S . TH E T R U S S M A N U F A C T U R E R S H A L L S H O W A N D D E S I G N A L L R E Q U I R E D B R A C I N G A N D P R O V I D E S E T T I N G PL A N S S H O W I N G A L L T R U S S C O M P O N E N T S , B R A C I NG A N D S I Z E S . 2 3 4 5 6 7 8 RO O F S H E A T H I N G 1 AL L S H E A T H I N G S H A L L B E 5 / 8 I N C H M I N . T H I C K N E S S A P A A P P R O V E D ' C - D ' , OR ' C - C ' . G L U E S H A L L B E E X T E R I O R T Y P E . S H E A T H I N G S H A L L C O N FO R M T O T H E L A T E S T R E V I S I O N PR O D U C T S T A N D A R D P S 1 . SH E A T H I N G S H E E T S S H A L L H A V E L O N G D I M E N S I O N S P E R P E N D I C U L A R T O S U P P O R T S . SP A C E A L L N A I L S 3 / 8 I N C H M I N I M U M F R O M P A N E L O R S U P P O R T I N G M E M B E R E D G E . N A I L S T O P E N E T R A T E S U P P O R T I N G M E M B E R S B Y 1 - 5 / 8 I N C H M I N IM U M . ED G E O F O P E N I N G S T H R O U G H T H E R O O F S H A L L B E N A I L E D P E R B O U N D A R Y N A I L I N G R E Q U I R M E N T S . SE E A R C H I T E C T U R A L R O O F P L A N T O E S T A B L I S H T O P O F S H E A T H I N G E L EV A T I O N S , W A L L H E I G H T S , R O O F D R A I N S , C O L U M N H E I G H T S , E T C . . . AL L N A I L S T O B E C O M M O N T Y P E O R B U I L D I N G D E P A R T M E N T A P P R O V E D E Q U A L . 2 3 4 5 6 SN O W L O A D 22 P S F LI G H T W E I G H T C O N C R E T E S T R U C T U R A L S L A B S O N M E T A L D E C K 40 0 0 P S I 2% 4'-7"3'-9"6'-0"4'-11"2'-4"1'-9"3'-2"2'-9"2'-5"2'-1"4'-2"3'-7"3'-2"2'-9"FOOTINGS 1'-5"EMB.1'-11"LAPLAP 1'-3"EMB.0'-11"COLUMNS/1'-11"2'-3"2'-6"2'-10"1'-5"1'-8"1'-10"2'-1"1'-2"1'-7"LAP 1'-10"2'-9"3'-6"4'-7"5'-10"2'-3"#4 #6 #8 #9#7#5EMB.1'-5"1'-9"2'-1"2'-8"3'-6"4'-5"3'-2"3'-6"2'-4"2'-7"7'-4"9'-0"#10 #115'-7"6'-11"PIERSGRADE BEAMSSLABS/BEAMS/WALLS/TYPICAL REINFORCING LAP AND EMBEDMENT LENGTHS (UNLESS NOTED OTHERWISE)HW 3"CLEAR3" CLR. EARTH FORM 2" CLR. WOOD FORM REINF.TRENCH FOOTING SCHEDULE TOPWMARK TF18HBOTREINF.TIESREMARKS 18302 - #72 - #7#3 @ 48"O.C.BOTTOM REINFORCINGTOPREINFORING #4 @ 48" #4 @ 48"3 - #5 CONT.18"x8"WF18*3 - #5 CONT.18"x12"WF18REINFORCINGTRANSVERSEMARKSIZE (WxT)REINFORCINGLONGITUDINALWALL FOOTING SCHEDULE WALL FOOTING SCHEDULE NOTES:1. PROVIDE 3" CONCRETE COVER ON BARS.2. USE CONCRETE BRICK OR CRSI CLASS 3, CHCP WIRE BAR SUPPORTS AT 3'-0".3. WF18* TO CONSTRUCTED AS THICKENED SLAB.FUTURE GRADECOLUMN FOOTING OR GRADE BEAM SO F T U N S U I T A B L E S O I L S EX C A V A T E D A N D R E P L A C E D WI T H " C O N T R O L L E D F I L L " EXCAVATION LIMIT (SEE SOILS REPORT FOR SLOPE)"d" = DEPTH TO SUITABLE SOILS B + "d"B "d"12 TYPICAL SLAB CONTROL JOINTTYPICAL SLAB CONSTRUCTION JOINTFORMED KEYVAPOR RETARDER COMPACTED INDOT # 8 FILL (CAPILLARY BREAK)COMPACTED SUB-GRADE SAWN CONTROL JOINT W/DEPTH = 1/4 OF SLAB THICKNESS. ALL JOINTS ARE TO BE SAWN WITHIN 12 HOURS OF SLAB POUR.VAPOR RETARDER COMPACTED INDOT # 8 FILL (CAPILLARY BREAK)COMPACTED SUB-GRADE 16d NAILS @ 6" O.C.12d NAILS @12" o/c12d NAILS @12" o/c WOOD STUDS6' - 0" MIN LAP(2) 16d NAILS FROM LOWER PLATE TO TOP OF STUD 1. A L L " P L Y W O O D " S H A L L B E 5 / 8 " , A P A - R A T E D C - D , E X P O S U R E 1 M I N I M U M . OR I E N T E D S T R A N D B O A R D ( O S B ) W I T H A P A R A T I N G M A Y B E U S E D 2. W O O D S I L L P L A T E S S H A L L P R E S E R V A T I V E T R E A T E D . 3. A N C H O R B O L T S S H A L L B E H O T D I P P E D G A L V A N I Z E D . HO L D D O W N - S E E P L A N WH E R E R E Q U I R E D 8d N A I L S @ 4 " o / c A R O U N D P E R I M E T E R O F S H E E T FO U N D A T I O N O R CM U W A L L 8d N A I L S @ 1 2 " o / c I N T H E F I E L D O F T H E S H E E T TO P P L A T E O R 2 x B L O C K I N G A T S H E E T E D G E (T Y P A L L S H E E T E D G E S ) 4' - 0 " M A X A B S P A C I N G 1' - 0 " M A X T O E N D O F S H E A R W A L L Drawn By Project NumberDateChecked Bypermission of The InterDesign Group, Inc.or reuse must be preceded by writtenconstruction contractor(s). Reproduction orand as-built documents as modified byrights reserved for original documentsdoing business as . All141 East Ohio Street Indiananapolis, Indiana 46204 Phone 317 263 9655 Fax 317 263 9644 www.interdesign.com The InterDesign Group, Inc.IDNTERESIGNC 5/16/2014 6:52:20 AME:\Projects\Woodland Terrace\Str\Woodland Terrace_Str-new balcony.rvt G3S.1GENERAL NOTES AND SCHEDULESAuthorChecker2010.56.BBJustice Companies Woodland Terrace Apartments Smokey Row Road at Pro Med Drive Carmel, Indiana May 5, 2014MarkDateRevision 3/4" = 1'-0"CONTROLLED FILL DETAIL 3/4" = 1'-0"SLAB ON GRADE JOINTS 3/4" = 1'-0"TOP PLATE SPLICE 3 / 4 " = 1 ' - 0 " WO O D S H E A R W A L L 5 G3S.2 4 G3 S . 2 TF18 TF18 TF18 TF1883' - 2"43' - 11 5/8" -3 ' - 4 " 5 G3S.2 4 G3 S . 2 82' - 6"43' - 3 5/8" 12 ' - 3 1 3 / 1 6 " 11 ' - 7 3 / 4 " 11 ' - 7 3 / 4 " 11' - 8 3/8"11' - 8 3/8"11' - 7 3/4"11' - 10 3/16" 21' - 4"21' - 11 5/8" -1' - 4" 5 G3 S . 2 4 G3 S . 2 86 ' - 1 7 / 8 " 46' - 11 1/2" TG / F T G -3 ' - 4 " TG / C M U 2' - 0 " GR-TRS 7' - 6"GARFF -1' - 4" 5 G3 S . 2 G3S.29TYP TG / F T G -3 ' - 4 " TG / C M U 2' - 0 " GR - T R S 7' - 6 " GA R F F -1 ' - 4 " 4 G3 S . 2 42 ' - 1 1 1 / 2 " G3 S . 2 8 G3 S . 2 6 G3 S . 2 7 1s t F l o o r 0" TG / F T G -3 ' - 4 " TG / C M U 2' - 0 " GA R F F -1 ' - 4 " TF 1 8 ( S E E S C H E D U L E FO R R E I N F O R C I N G ) 12 " C M U G R O U T E D S O L I D #4 ' s @ 4 8 " o / c CO N T B O N D B E A M W/ ( 1 ) # 5 C O N T 2x 4 S T U D S @ 1 6 " o / c 8" C M U 1s t F l o o r 0" TG / C M U 2' - 0 " GA R F F -1 ' - 4 " WF 1 8 * A S T H I C K E N E D S L A B #4 ' s @ 4 8 " o / c 2x 4 S T U D S @ 1 6 " o / c CO N T B O N D B E A M W/ ( 1 ) # 5 C O N T 8" C M U GR - T R S 7' - 6 " 2' - 0 " 4 3/8" FO U N D A T I O N P L A N N O T E S : 1. E L E V A T I O N S ( + / _ ) A R E F R O M N O M I N A L M A I N B U I L D I N G F I R S T F L O O R E L E V A T I O N + ( 0 ' - 0 " ) , S E E C I V I L D R A W I N G S . 2. S E E S H E E T S 0 . 1 F O R G E N E R A L N O T E S A N D S C H E D U L E S . 3. S E E A R C H I T E C T U R A L D R A W I N G S F O R D I M E N S I O N S N O T SHOWN. THE CONTRACTOR/CONSTRUCTION MANAGER SHALL VE R I F Y A L L D I M E N S I O N S P R I O R T O C O N S T R U C T I O N A N D NO T I F Y A R C H I T E C T / E N G I N E E R O F A N Y D I S C R E P A N C I E S IM M E D I A T E L Y . 4. T O P S O F T R E N C H F O O T I N G S A N D E X T E R I O R C O L U M N F O O T I N G S = - ( 1 ' - 4 " ) U . N . O . 5. T O P S O F W A L L F O O T I N G S A N D I N T E R I O R C O L U M N F O O T I N G S = - ( 1 ' - 4 " ) U . N . O . NO T E : O V E R A L L D I M E N S I O N S A R E T O F A C E O F F O U N D A T I O N M A S O N R Y . 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF OVER VAPOR RETARDER OVER 6"GRANULAR FILL (INDOT #8).T/SLAB = -(1'-4") RO O F F R A M I N G P L A N N O T E S : EL E V A T I O N S ( ± ) A R E F R O M N O M I N A L M A I N B U I L D I N G F I R S T F L O O R E L E V A T I O N +( 0 ' - 0 " ) S E E C I V I L D R A W I N G S . SE E S H E E T S 0 . 1 F O R G E N E R A L N O T E S A N D S C H E D U L E S . SE E A R C H I T E C T U R A L D R A W I N G S F O R D I M E N S I O N S N O T SH O W N . T H E C O N T R A C T O R / C O N S T R U C T I O N M A N A G E R S H A L L VE R I F Y A L L D I M E N S I O N S P R I O R T O C O N S T R U C T I O N A N D NO T I F Y A R C H I T E C T / E N G I N E E R O F A N Y D I S C R E P E N C I E S I M M E D I A T E L Y . 1.2.3. AL L G A R A G E D O O R H E A D D E R S A R E 2 P L Y 1 3 / 4 x 9 1 / 4 L V L ' S E2 . 0 , F b 2 5 0 0 4. AL L R O O F T R U S S E S A R E S P A C E D A T 2 4 " o / c T Y P 5. 1 '- 4 " 1'-4" WO O D S T U D S SH E A T H I N G HO H M A N N & B A R N A R D " X - SE A L " ( O R A P P R O V E D EQ U A L ) S C R E W - O N AN C H O R S W I T H V E E W A L L TI E AI R / W A T E R IN F I L T R A T I O N BA R R I E R ( S E E AR C H ) BO N D B E A M R E I N F . O N P L A N OR S C H E D U L E - S T O P @ C. J . ( T E R M I N A T E A L L HO R I Z O N T A L J O I N T R E I N F . @ C . J . ) PL A S T I C C A P GR E A S E O N E E N D PV C C O N T R O L J O I N T L I K E DU R - O - W A L D / A 2 0 0 2 ST A N D A R D S A S H B L O C K 3/ 4 " D I A . S M O O T H DO W E L B A R x 2 ' - 0 " RE B A R PO S I T I O N E R L I K E DU R - O - W A L D/ A 8 1 2 ( T Y P . ) LA D D E R T Y P E HO R I Z O N T A L R E I N F O R C I N G VE R T I C A L W A L L RE I N F S E E P L A N RO O F T R U S S E S AP A R A T E D S H E A R W A L L - SE E P L A N S F O R L O C A T I O N S (2 ) 1 0 d N A I L S @ 6 " o / c A T A L L SH E A R W A L L L O C A T I O N S 10 d N A I L S @ 6 " o / c @ A L L SU P P O R T S H E E T E D G E S 4' x 8 ' A P A R A T E D S H E A T H I N G 10 d N A I L S @ 1 2 " o / c I N FI E L D O F S H E E T PR O V I D E P A N E L C L I P S BE T W E E N S U P P O R T S ( T Y P ) PR E F A B W O O D T R U S S E S WO O D S T U D S H E A R W A L L DO U B L E T O P P L A T E 2 R O W S O F S H E A T H I N G E D G E N A I L I N G AP A R A T E D R O O F S H E A T H I N G SH E A R W A L L S H E A T H I N G ED G E N A I L I N G AP A R A T E D S H E A R W A L L SH E A T H I N G P E R P L A N (B O T H S I D E S I F R E Q U I R E D ) 1s t F l o o r 0" GA R F F -1 ' - 4 " CO N T 6 " B O N D B E A M W I T H ( 1 ) # 4 C O N T . AN C H O R W I T H # 4 C H E M I C A L A N C H O R S @ 2 4 " o / c Drawn By Project NumberDateChecked Bypermission of The InterDesign Group, Inc.or reuse must be preceded by writtenconstruction contractor(s). Reproduction orand as-built documents as modified byrights reserved for original documentsdoing business as . All141 East Ohio Street Indiananapolis, Indiana 46204 Phone 317 263 9655 Fax 317 263 9644 www.interdesign.com The InterDesign Group, Inc.IDNTERESIGNC 5/16/2014 6:52:23 AME:\Projects\Woodland Terrace\Str\Woodland Terrace_Str-new balcony.rvt G3S.2GARAGE 3 PLANS AND DETAILSAuthorChecker2010.56.BBJustice Companies Woodland Terrace Apartments Smokey Row Road at Pro Med Drive Carmel, Indiana May 5, 2014MarkDateRevision 1 / 8 " = 1 ' - 0 " G3 S . 2 1 GA R A G E 3 F O U N D A T I O N P L A N 1 / 8 " = 1 ' - 0 " G3 S . 2 2 GA R A G E 3 F L O O R P L A N 1 / 8 " = 1 ' - 0 " G3 S . 2 3 GA R A G E 3 R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " G3 S . 2 4 GA R A G E 3 L O N G I T U D I N A L SE C T I O N 1 / 8 " = 1 ' - 0 " G3 S . 2 5 GA R A G E 3 C R O S S S E C T I O N 3 / 4 " = 1 ' - 0 " G3 S . 2 6 GA R A G E 3 F T G D E T A I L 3 / 4 " = 1 ' - 0 " G3 S . 2 7 GA R A G E 3 I N T E R I O R W A L L F T G 3 / 4 " = 1 ' - 0 " G3 S . 2 8 GA R A G E 3 E A V E D E T A I L 1 1 / 2 " = 1 ' - 0 " BR I C K V E N E E R A N C H O R A G E T O WO O D S T U D S 3 / 4 " = 1 ' - 0 " CM U C O N T R O L J O I N T 3 / 4 " = 1 ' - 0 " RO O F N A I L I N G P A T T E R N 3 / 4 " = 1 ' - 0 " SH E A R W A L L A T T A C H M E N T T O RO O F 3 / 4 " = 1 ' - 0 " G3 S . 2 9 GA R A G E 3 P A R T I T I O N D E T A I L