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HomeMy WebLinkAbout17090042 Building Plans 2GENERAL FOUNDATION PLAN NOTES: 1. ALL FOOTINGS SHALL BE BELOW FROST LINE MINIMUM SIZE SHALL BE AS PER LOCAL CODE. 2. FOUNDATION WALLS SHALL BE 8" THICK OR MINIMUM SIZE AS PER LOCAL CODE. 3, ALL FOUNDATION ANCHORS SHALL BE 4'-0" ON CENTER AND 2 PER CORNER. 4. GRADE ALL SOIL AWAY FROM DWELLING TO PROVIDE POSITIVE DRAINAGE. MAINTAIN 6" SPACE BETWEEN GRADE AND ANY WOOD TRIM. S. ALL WORK IS TO BE PERFORMED AND PROVIDED, TO MEET OR EXCEED LOCAL BUILDING CODES. Fl- EXISTING WALL J a Z x Lu / 26' 4" it ii N i ( CRAWL SPACE i 4' MIN, PEA FILL OVER 6 MIL. POLY VAPOR BARRIER VENTILATION AS REQUIRED it it i 40'-1 1/2" / 14'-3 1/2" — ------� F-----____--� i ( i i PORCH CONCRETE SLAB ON i i aN UNEXCAVATED FILL EXISTING" BRICK z i 'A . -r-` --'-T_ _7�-j�,-r. 1T`r EXISTING a z BRICK RIGHT ELEVATION SCALE: 1/8"=I; -S EXISTING CRAWL SPACE FOUNDATION PLAN SCALE: 1/4":-W-0" EXISTING WALL i i I 12 31- MATCH - EXISTING -- - ------ ---- --- - -- -- LAP SIDING OLD EDGE MATCH __ OF HOUSE EXISTING REMOVED ---- ---- -_ LAP SIDING ASPHALT SHINGLES 6/12 MATCH EXISTING LAP SIDING LEFT ELEVATION SCALE: EXISTING BRICK EXISTING LAP 51DING IX6 GUTTER BOARD IX6 FRIEZE BOARD 12" OVERHANG PAST STUD WALL TYP. ol ASPHALT SHINGLES 3/12 SHED ROOF TO EXISTING RIDGE MATCH EXISTING LAP SIDING WINDOW P DOOR FRAMING DTL. SCALE: 1 EXISTING ROOF REAR ELEVATION DIMENSIONAL FIBERGLASS SHINGLES W/ 154 FELT OVER 1/2" EXT. SHEATHING 12 () 2x4 BUILD-UP SEE PLANS DETERMINED BY -ROOF PITCH 2x4 b" PREFINISHED ALUM. GUTTER (SLOPE TO DRAIN) IX6 FASCIA BOARD MATH EXISTING SOFFIT IX6 FRIEZE BOARD HARDI-PLANK (SEE ELEVATIONS) 1/2" EXT. HIGH INSUL. SHEATHING 24 RIBBON JST. MATH EXISTING x z 1/16" SHEATHING s 2x10 RIBBON SLOPE GRADE AW FROM HOUSE MIN. 1:12 PEA FILL x6 CEILING t- 1/2" GYP. BOARD W/ TEXTURED FINISH BLOWN -IN INSULATION (R-38) (2) 2x4 TOP PLATE u 1/2" GYP. BOARD (2) 2X12 WINDOW HEADER �— WINDOW C 2x4 STUDS AT 16" O.C. i BATT. INSUL. (R-13) 4 MIL. VAPOR BARRIER 3/4" PLYWOOD FLR DECKING TJI FLOOR JOIST AT 14' O.C. (2) 2x4 TOP PLATE 2x4 STUDS AT 16" O.C. - 4 MIL. VAPOR BARRIER BATT. INSULATION �- IR -13) 1/2' GYP. BOARD 3/4" PLYWOOD FLR. DECKING TJI FLOOR JOIST AT 16" O.C. --- 2X4 TREATED TOP PLATE rZ V W/ ANCHOR BOLT 9 4'-0". u7 12" MAX FROM CORNERS c O W WJ - 8"XI6"X8" BLOCK WALL u c �-2" INSULATION 0 6 MIL VAPOR BARRIER K OVER COMPACTED FILL o¢c m w Ui `-16" X 8" CONTINUOUS FOOTING TOP OF FOOTER MIN. 32" FROM TOP OF GRADE WALL SECTION SCALE: NEW ROOF EDGE — — — — NEW HOUSE EDGE EXIST. ROOF EDGE EXIST. HOUSE EDGE DEMO EXIST, ROOF 'ROOF FLAN_ � SCALE: I/8"=1'-0" DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTES: I. ALL DIMENSIONS ARE FROM S`tuu i4o f DRYWALL 2. ALL OPENINGS ARE TO BE 4' I^ROM ADJACENT WALL UNLESS NOTED OTHERWISE. **NOTE** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEADS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS & DESIGN OF THESE DOCUMENTS FOR ACCURACY. N co rZ V 2 O W WJ W o 0 U L 0 O �u W QNC7 e�z w -- 0 osLP N z L �o CIStjj U.l W �Ll p oz 10 Lj Lu Z 11} 1K. LLo W �J_ �- oz W = < W 3 W z N co rZ V 2 O W WJ W o 0 U L 0 O �u W QNC7 e�z 'L'—I 0 osLP N z L �o CIStjj U.l W �Ll p oz Ly Lj Lu Z 11} 1K. 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CONFIRM ALL HEADER HEIGHTS AND SIZES PRIOR TO START OF FRAMING. ALL OPENINGS ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS AND DOORS WITH OWNER/BUILDER. NOTIFY BUILDER OF ANY DISCREPANCIES. 4. VERIFY LOCATION, TYPES ANS SIZES OF VENTS AND EXTERIOR TRIM WITH OWNER/BUILDER. S. INSULATE HIDDEN AREAS OR ASSEMBLIES BEFORE COVERING. 6. BUILDER/LUMBER SUPPLIER SHALL SPECIFY SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND ROOF SYSTEMS. NOTIFY BUILDER/LUMBER SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES. 1. STEEL LINTELS OR WOOD BEARING AREAS, PROPERLY SIZED, ARE TO BE PROVIDED OVER ALL OPENINGS TO SUPPORT MASONRY VENEER. 8. ALL ROOF AND WALL INTERSECTIONS SHALL BE FLASHED WITH ALUMINUM OR BETTER MATERIAL. Rio DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTE I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL 2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. **NOTE** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS B DESIGN OF THESE DOCUMENTS FOR ACCURACY. rZ V w e m U n o 0 z: w N v, 'i W 3 u Lu B +_ s os� Lu � u -- uu> v Q _Z f- J U Q 4 Oz O ALu 17 W U N� W = w Q u� co Rio DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTE I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL 2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. **NOTE** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS B DESIGN OF THESE DOCUMENTS FOR ACCURACY. rZ V w � --� CL U WZ o o 0 z: w N v, 'i W 4 z u Lu B +_ s os� Lu � u -- uu> v Q _Z f- J U Q 4 Oz O Q W U W = w Q > 9 co r n V 1 Rio DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTE I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL 2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. **NOTE** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS B DESIGN OF THESE DOCUMENTS FOR ACCURACY. rZ V w � --� CL U WZ o o 0 z: w sQ v, 'i W 4 z u Lu B +_ s os� Lu � u -- v Q _Z f- J U Q Z Oz O Q W U W = w Q > 9 co Rio DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTE I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL 2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. **NOTE** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS B DESIGN OF THESE DOCUMENTS FOR ACCURACY. SHEET NO A-3 OF 3 DATE 6/21/Il DUdJ NO 4 rZ V � F W�J WZ o o 0 sQ v, 'i W 4 z � s os� � Z uj _ n W v Q f- J U Q 5zQ co O M�n W ma J W = Z Q � Q > 9 W r V 1 SHEET NO A-3 OF 3 DATE 6/21/Il DUdJ NO 4 a 9-2 1/2" /),-II Il/2" I �- EXISTING I EXISTING UNDRYI 0°OOK °- 8'-0" CLG. HGT. I 8'-0" CLG. HGT. \ o 2'-1 1/4" EXISTING \ 14'-93/4" GARAGE ____ 8'-0" CLG. HGT. — — — — = EXISTING TC E9 8'-0" CLG. HGT. EXISTING GREAT ROOM Lo 8'-0" CLG. HGT. EXISTING FIRST FLOOR EXE �' G JAGE 8'-0" CLG. HGT. SCALE: 114"=1`0"� e'-0° CLG. HGT. -"5 7'-91/2" (3) DH24"X42" I 25,-8„ w �i *Ell KITCH �F ow 3 8'-0" CLG. HGT. CC W O O p 91-0"X4'-0" � FLAT ISLAND I — I I FRIG C lJoli Ar l DROPPED BEAM - DESIGN BY OTHERS rAo ---- ---o EXISTING Y I O°op e'-0" CLG. HGT. � 12' SHELVES N E ll NOOK 8'-0" CLG. HGT. NEW CUBBIES EXISTING GARAGE 8'-0" CLG. HGT. _ PROPOSED FIRST FLOOR EXE SCALE: I/4"=1'-0" e' -o' CLG. ucr. DENO FIRST FLOOR 6'-I 1/2" (2) DH36"X60" . `. r' �„ DROPPED BEAM ABOVE — 8"X8' DESIGN BY OTHERS WRAPPED COLUMN M COYfRED w o I O 4" CO ETE SLAB m m n N � ��If 0 o c' X Q ch I Q mr 6'-4I/2" (3) DH36"XGO" 21'-9" EXISTING EXISTING z V GREAT ROOM X w 8'-0" CLG. HGT. z EXISTING EXISTING NooK SIT—CHEM 8'-0" CLG. HGT. 8'-0" CLG. HGT. EXISTING GREAT ROM 8'-0" CLG. HGT. GENERAL FLOOR PLAN NOTES: I. ALL INTERIOR WALLS ARE 2X4 OR 2X6 AS SHOWN. EXTERIOR WALLS ARE 2X4 OR 2X6 W/ ONE LAYER OF 1/2" SHEATHING. ALIGN EXTERIOR l• OF SHEATHING WITH FOUNDATION WALL. ALL ANGLED WALLS ARE 45 DEGREES FROM cGZ �' „� 4A" ADJACENT WALL UNLESS OTHERWISE NOTED. 2. CONFIRM ALL HEADER HEIGHTS AND SIZES PRIOR TO START OF FRAMING. ALL OPENINGS u� ARE TO BE 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 3 3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS AND DOORS WITH OWNER/BUILDER. NOTIFY �® Ll t - BUILDER OF ANY DISCREPANCIES, L 4. VERIFY LOCATION, TYPES ANS SIZES OF VENTS 69 AND EXTERIOR TRIM WITH OWNER/BUILDER. �� 5. INSULATE HIDDEN AREAS OR ASSEMBLIES BEFORE COVERING. o� �r R 6. BUILDER/LUMBER SUPPLIER SHALL SPECIFY 0 SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND ROOF SYSTEMS. NOTIFY BUILDER/LUMBER SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES. �•► ^ ku cod, 1. STEEL LINTELS OR WOOD BEARING AREAS, :7 C,Ls PROPERLY SIZED, ARE TO BE PROVIDED �.- OVER ALL OPENINGS TO SUPPORT MASONRY VENEER. 8. ALL ROOF AND WALL INTERSECTIONS SHALL BE FLASHED WITH ALUMINUM OR BETTER MATERIAL. DEMO EXISTING OPENING DEMO EXISTING WALL EXISTING WALL NEW WALL GENERAL FLOOR PLAN NOTES: I. ALL DIMENSIONS ARE FROM STUD NOT DRYWALL 2. ALL OPENINGS ARE TO BE 40 FROM ADJACENT WALL UNLESS NOTED OTHERWISE. ** IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. 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