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Home My WebLink AboutT 100 (100520)PROPERTY LINE 73.00' PROPERTY LINE 73.00'PROPERTY LINE 165.46'PROPERTY LINE 165.45'LOT #2 IN CARMEL VIEW PER REPLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGES 36 AND 37 IN THE OFFICE OF HAMILTON COUNTY RECORDER PARCEL ID NO. 16-10-30-03-04-028.000 OWNERS: CONNOR & LYDIA RAY 15'-0"UTILITY EASEMENT7'-6" DRAINAGE AND UTILITY EASEMENT C/L CARMEL VIEW DRIVE 25'-0"NOTE: SITE INFORMATION IS FROM A SURVEY PREPARED BY WEIHE ENGINEERS, INC. DATED 1970. EXISTING RESIDENCE PROPOSED MASTER SUITE ADDITION PROPOSED GARAGE/ HOME OFICE ADDITION PROPOSED SCREENED PORCH ADDITION PREVIOUS ADDITION TO BE DEMOLISHED 55.00' 44.00' 35.00'20.00'10.50' 55.00' 7.50' 20.00' 46.45'EXISTING DRIVE NEW FRONT PORCH NEW 5' CONC WALK STRUCTURAL & MATERIAL SPECIFICATIONS DESIGN LOADS DEAD LIVE USE (LB./ SQUARE FOOT) LOAD LOAD 10 20 ATTICS ACCESSIBLE BY SCUTTLE OR MEANS OTHER THAN STAIR; CLEAR HEIGHT PERMITS LIMITED STORAGE OF HOUSEHOLD ITEMS 20 20 (SNOW) ROOF 10 10 ALL OTHER ATTIC SPACES, NO STORAGE, ROOF SLOPE 3:12 MAX 10 40 EXTERIOR DECKS 16.4 WIND PRESSURE: BUILDINGS UP TO 30 FT AT 90 MPH. 90 MPH WIND SPEED 1500 PSF MINIMUM SOIL BEARING PRESSURE ALLOWABLE DEFLECTIONS H = HEIGHT L = LENGTH L/180 RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS H/180 INTERIOR WALLS AND PARTITIONS CONCRETE ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI)'S MOST RECENT EDITION OF THE FOLLOWING GUIDELINES AND SPECIFICATIONS: ACI 318.1 BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 318 & ACI 318R BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CAST-IN-PLACE CONCRETE SHALL BE READY MIX ASTM C94; CONCRETE FOR FOOTINGS TO BE F'C = 3,000 PSI; CONCRETE FOR GARAGE SLABS TO BE F'C = 4,000 PSI; ALL OTHER CONCRETE TO BE F'C = 3,500 PSI, ALL STRENGTHS MEASURED AT 28 DAYS. ALL REINFORCING STEEL TO BE ASTM 615 (GRADE 60) WITH 60,000 PSI (MINIMUM) YIELD TRENGTH. ALL WELDED WIRE FABRIC (WWF) SHALL BE ASTM 185. CONCRETE COVER: 3" AT EARTH FORM, 1 1/2" AT FORMWORK, SLABS--MID DEPTH, UNLESS OTHERWISE NOTED. CONCRETE FORMWORK TO BE ADEQUATELY TIED AND BRACED. FORM SHALL NOT BE STRIPPED UNTIL THE WALL HAS CURED FOR SEVEN DAYS. ALL CAST-IN-PLACE CONCRETE SHALL BE POURED CONTINUOUSLY WITH NO COLD JOINTS, AND VIBRATED ADEQUATELY TO PREVENT AIR POCKETS AND HONEYCOMB EFFECTS. IF A COLD JOINT CANNOT BE AVOIDED, REINFORCING SHALL EXTEND THROUGH THE COLD JOINT UNLESS OTHERWISE NOTED, COLD JOINTS ARE THE RESPONSIBILITY OF THE CONTRACTOR ALL CONTINUOUS FOOTINGS ARE TO BE 24" X 10" WITH (2) #5 BARS CONTINUOUS UNLESS OTHERWISE NOTED. CONCRETE SLABS TO BE 4" THICK, OVER 6 MIL VAPOR BARRIER, OVER 4" MINIMUM WASHED GRAVEL (3/4" MINIMUM DIAMETER) WITH 6 X 6 X10/10 WELDED WIRE FABRIC (WWF) OR #4 BARS AT 24" O.C. EACH WAY UNLESS OTHERWISE NOTED. CONTROL JOINTS TO BE PROVIDED AT 10'-0" O.C. MAXIMUM AND 1" DEEP. SLOPE BASEMENT SLABS TO FLOOR DRAINS. SLOPE GARAGE SLABS 1/8" PER FOOT MINIMUM AND 1/4" PER FOOT MAXIMUM TOWARDS GARAGE DOORS. BEAM POCKETS TO BE SET TO MATCH DEPTH OF STEEL, TO BE 1" WIDER THAN THE BEAM FLANGES, AND TO HAVE A MINIMUM OF 6" BEAM BEARING AREA INTO THE WIDTH OF THE CONCRETE WALL. OPENINGS IN CONCRETE WALLS TO HAVE (2) #4 BARS VERTICAL AT EACH SIDE OF OPENING, FULL HEIGHT OF THE CONCRETE POUR. CONCRETE LINTELS TO HAVE (2) #4 BARS DIRECTLY ABOVE THE OPENINGS AND EXTEND 30" PAST OPENING (UNLESS OTHERWISE NOTED). (2) #4 BARS AT TOP OF WALL TO BE CONTINUOUS ACROSS LINTEL AREA. WOOD WALL STUDS TO BE STUD GRADE SO. YELLOW PINE or SPF. ALL OTHER LUMBER TO BE SOUTHERN YELLOW PINE OR SPF #1 MIN. MICRO-LAM MEMBERS TO HAVE AN FB = 2800 PSI; E = 2,000,000 PSI. PRESSURE TREATED LUMBER TO BE AWPA, WATERBORNE (CCA) TREATED YELLOW PINE, GRADE 2 FOR ABOVE GROUND USE. ALL CONSTRUCTION GRADE WOOD IN CONTACT WITH CONCRETE OR WITHIN 8" OF GRADE TO BE PRESSURE TREATED. ALL BOTTOM PLATES FOR WOOD WALLS RESTING ON CONCRETE TO BE PRESSURE TREATED. ALL STRUCTURAL LUMBER EXPOSED TO EXTERIOR TO BE PRESSURE TREATED OR APPROVED SPECIES. PLYWOOD TO BE APA PANEL SPECIFICATIONS RATED FOR SPECIES, PANEL GRADE, SPAN RATING, THICKNESS, EXPOSURE CLASSIFICATION, AND MILL LUMBER. PLYWOOD SHALL BE GAPPED AS PER APA RECOMENDATIONS ON WALL, FLOOR AND ROOF SHEATING. USE CLIPS AT ALL FREE EDGES. TYPICAL HEADER SIZE AT THE FRAME OPENING TO BE (2)2X10 UNLESS OTHERWISE NOTED. ALL DOUBLE 2X HEADERS TO BE FASTENED TOGETHER AT THE TOP AND BOTTOM INTO EACH ADJACENT MEMBER WITH (MINIMUM) 2 ROWS OF 16D NAILS AT 12" O.C., UNLESS OTHERWISE NOTED. FOR HEADERS GREATER THAN TWO MEMBERS WIDE, CONTACT DESIGNER FOR FASTENING, UNLESS NOTED ON PLAN. LAMINATED VENEER LUMBER (LVL) BEAMS TO BE FASTENED TOGETHER PER MANUFACTURERS SPECIFICATIONS. ALL TJI'S AND LVL BEAMS TO BE INSTALLED, BRACED, JOIST HUNG, ETC., ACCORDING TO MANUFACTURERS' SPECIFICATIONS. BEARING STIFFENERS TO BE ADDED TO ENDS OF ALL T.J.I.'S. FIRESTOPPING OF TWO INCH NOMINAL LUMBER SHALL BE PROVIDED TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL. BRIDGING IN FLOOR JOISTS TO BE FABRICATED METAL BRIDGING (SECURED AT BOTH ENDS), OR SOLID BRIDGING OFFSET AND END NAILED. SOLID BRIDGING TO BE MADE OF 2X MATERIAL OF ONE SIZE SMALLER THAN FLOOR JOIST DEPTH. ALIGN BOTTOM CHORDS OF SOLID BRIDGING AND BOTTOM OF FLOOR JOISTS. BRIDGING SHALL NEVER TOUCH BOTTOM OF FLOOR SHEATHING. SET BRIDGING AT 6'0" O.C.MAXIMUM, UNLESS OTHERWISE NOTED. SITE PLAN SCALE: 1" = 20'-0" BUILDING CODE NOTES AUTHORITY HAVING JURISDICTION: HAMILTON COUNTY, INDIANA GOVERNING CODE: 2020 RESIDENTIAL CODE OF INDIANA ENERGY CODE COMPLIANCE SHALL BE VIA PRESCRIPTIVE METHOD INDEX OF DRAWINGS T 100 COVER SHEET; CODE NOTES; SITE PLAN; CONSTRUCTION NOTES A 100 EXISTING FIRST FLOOR PLAN AND SELECTIVE DEMO PLAN A 101 EXISTING AND PROPOSED FOUNDATION PLAN A 102 PROPOSED FIRST FLOOR PLAN A 200 EXISTING EXTERIOR ELEVATIONS AND SELECTIVE DEMO A 201 PROPOSED EAST AND WEST EXTERIOR ELEVATIONS A 202 PROPOSED NORTH ELEVATION & BUILDING SECTIONS ROOF SLOPES GREATER THAN 4:12 TO HAVE ONE LAYER OF 15# FELT PAPER UNDERLAYMENT MINIMUM. ROOF SLOPES BETWEEN 2:12 AND 4:12 TO HAVE 2 LAYERS MINIMUM 15# FELT PAPER PER MANUFACTURER'S RECOMMENDATION. GUTTERS AND DOWNSPOUTS. PROVIDE METAL GUTTERS AND DOWNSPOUTS PER PLAN. ALL GUTTERS TO SLOPE TOWARDS DOWNSPOUTS. PROVIDE GUTTER DRIP FLASH UNDER ROOFING AT ALL GUTTER LOCATIONS. DOWNSPOUTS TO DISCHARGE TO THE EXISTING UNDERGROUND STORM WATER REMOVAL SYSTEM. GLAZING. DOORS, WINDOWS, AND MIRRORS IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL BE EITHER LAMINATED, HEAT STRENGTHENED OR TEMPERED. A. INGRESS DOORS, EGRESS DOORS EXCEPT JALOUSIES. B. FIXED AND SLIDING PANELS OF SLIDING-TYPE DOORS AND PANELS IN SWINGING DOORS. C. STORM DOORS D. ALL UNFRAMED SWINGING DOORS. E. DOORS AND ENCLOSURES OF HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF THE BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET AND 36" HORIZONTALLY FROM THE INSIDE EDGE OF THE TUB OR COMPARTMENT. F. OPERABLE OR INOPERABLE PANELS ADJACENT TO A DOOR IN ALL BUILDINGS AND WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. G. IN A FIXED OR OPERABLE PANEL HAVING A GLAZED AREA IN EXCESS OF 9 SQUARE FEET WITH LOWEST EDGE LESS THAN 18" ABOVE THE FINISHED FLOOR LEVEL AND TOP EDGE GREATER THAN 36" ABOVE THE FLOOR OR WALKING SURFACE WITHIN 36" HORIZONTALLY OF SUCH GLAZING. H. OPERABLE WINDOWS. EVERY SLEEPING ROOM SHALL HAVE ONE OPERABLE WINDOW OR EXTERIOR DOOR EGRESS LIMITED TO 44" MAXIMUM SILL HEIGHT X 20" MINIMUM CLEAR OPENING WIDTH X 24" CLEAR OPENING HEIGHT X 5.7 SQUARE FEET MINIMUM NET CLEAR OPENING. GRADE FLOOR EGRESS WINDOWS SHALL COMPLY EXCEPT REQUIRING 5.7 SQUARE FEET MINIMUM NET CLEAR OPENING. COMBO SMOKE/CO DETECTORS. INSTALL U.L. APPROVED DETECTORS, WIRED TO AC 110 VOLT ELECTRICAL HOUSE CURRENT WITH BATTERY BACKUP. INSTALL ONE AT EVERY OCCUPIED FLOOR AND BASEMENT; AUDIBLE DISTANCE FROM SLEEPING AREAS AND STAIR AREAS (EXCLUDING CRAWL SPACES AND UNFINISHED ATTICS); AND ONE DETECTOR IN EVERY SLEEPING ROOM. WIRE ALARMS SUCH THAT WHEN ONE ALARM SOUNDS, ALL THE ALARMS WILL SOUND. WALL BRACING SHALL BE ACCOMPLISHED VIA CONTINUOUS APA RATED WALL SHEATHING. PROVIDE PANEL BRACING, FULL HEIGHT, NAILED OR SCREWED @ 3" O.C. AT PANEL EDGES AND @ 6" O.C. AT THE PANEL INTERIOR. INTERIOR PARTITIONS ARE 2 X 4 WOOD STUDS @ 16" O.C. WITH 1/2" GYPSUM BOARD, PAINTED, BOTH SIDES, UNLESS NOTED OTHERWISE. DRYER VENTILATION. DRYER VENT SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY MOISTURE TO THE OUTDOORS. EXHAUST. EXHAUST FANS TO VENT DIRECTLY TO EXTERIOR THROUGH NON-COMBUSTIBLE DUCTS. ALL EXHAUSTS VENTS, ROOF VENTS AND PLUMBING VENT STACKS SHALL BE LOCATED AT REAR OF STRUCTURE WHENEVER POSSIBLE. ALL INTERIOR DOORS TO BE PAINTED IN COLOR AS SELECTED BY THE OWNER. ALL BASE TRIM BOARD AT HARDWOOD FLOORS TO BE 5-1/4" HIGH WOOD, STYLE AS SELEVTED, PAINTED IN COLOR AS SELECTED BY OWNER. CONSTRUCTION NOTES sheet scale issue date checked no. revisions date TITLE SHEET CODE NOTES DRAWING INDEX SITE PLAN THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF LARRY N. KEITH/ARCHITECT AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT,WITHOUT THE WRITTEN AUTHORIZATION OF LARRY N. KEITH/ARCHITECT. ALL RIGHTS RESERVED. 1 for T100 10/05/2020 LARRY N. KEITH INDIANA REG ARCHITECT N0. AR00033860 EXP DATE: 12/31/2021 Larry N. Keith 11/02/20