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HomeMy WebLinkAbout03120046 building Plans9' BASEMENT WALLS - O z Q tY LU O M Q m O 5EGOND FLOOR I9 R OSLA-----2 LOUV I I x2 OV x.5/12 SHAPED Ix& RAKE BD.Ix4 TRIM /111.5 12 RADIUS GUT Ixl2 mei NelsonME so �� ��� _ ___. t _______■ ��� oil, r1i F11 Ix8 BASE NOTE SET POST ON COLUMN BASE BRACKET; HOLD BASE TRIM 1/2 OFF GONGRETE front Elevation A- SGALE: 1/4" = 1'-0" NOTE FOUNDATION TYPE AND LOT CONDITIONS MAY CAUSE VARIATION BETWEEN AGTUAL ELEVATIONS AND THESE DRAWINGS NOTE UTILITY LOGATION5 (SEWER, WATER, ELEGTRIG & GAS) ARE DETERMINED BY EACH MUNICIPALITY AND THE UTILITY COMPANIES. TRINITY HOMES HAS NO JUR15DIGTION GONGERNIN& THEIR LOCATION 4 5/4" HOLD Supply Gas to Furnace and Water Heater RON LOCK (2) ASPHALT SHINGLE T.5/12 z — BRIGK SOLD. ARCH = 8 KEYSTONE LOCK (2) } RON O K12 QD 7 11.5 2x LEDGER 4— BOARD GARAGE FLOOR Ix2(FLAT) Ix& FASCIA Q> OVER \ GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION Ix4 2x4 GUTTER BOARD v --------------------------- 2x FRAME WALL 2x4 FLAT = IOxIO BUILT 1/2" WALL 1. 1 hereby certify that these plans and specifications meet all UP COL. — SOFFIT P (TYP) FIRST FLOOR 2x4 NAILER I" PAIR. C -,AP BRIGK VENEER R OSLA-----2 LOUV I I x2 OV x.5/12 SHAPED Ix& RAKE BD.Ix4 TRIM /111.5 12 RADIUS GUT Ixl2 mei NelsonME so �� ��� _ ___. t _______■ ��� oil, r1i F11 Ix8 BASE NOTE SET POST ON COLUMN BASE BRACKET; HOLD BASE TRIM 1/2 OFF GONGRETE front Elevation A- SGALE: 1/4" = 1'-0" NOTE FOUNDATION TYPE AND LOT CONDITIONS MAY CAUSE VARIATION BETWEEN AGTUAL ELEVATIONS AND THESE DRAWINGS NOTE UTILITY LOGATION5 (SEWER, WATER, ELEGTRIG & GAS) ARE DETERMINED BY EACH MUNICIPALITY AND THE UTILITY COMPANIES. TRINITY HOMES HAS NO JUR15DIGTION GONGERNIN& THEIR LOCATION 4 5/4" HOLD Supply Gas to Furnace and Water Heater RON LOCK (2) ASPHALT SHINGLE T.5/12 z — BRIGK SOLD. ARCH = 8 KEYSTONE LOCK (2) } RON O K12 QD 7 11.5 2x LEDGER w< kb BOARD GARAGE FLOOR TRUSS LL Ix& FASCIA Q> BOARD 7 1/2" ROOF GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION SHEATHING 2x4 GUTTER BOARD --------------------------- 2x FRAME WALL 2x4 FLAT at 24" O.G. 1/2" WALL 1. 1 hereby certify that these plans and specifications meet all SHEATHING SOFFIT W/ HOUSEWRAP Ix TRIM W 2x4 NAILER I" PAIR. C -,AP BRIGK VENEER 1 Brick Termination at Overhang �— • _Pq �<O w< kb F I RST FLOOR GARAGE FLOOR Q> w GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION 0 VA/FHA Gose Number: --------------------------- Property Address: ___________________________ --------------------------- Plan, Plan Type, or Model Number: ------ ----------- Veteron's Name: ------------------------------- 1. 1 hereby certify that these plans and specifications meet all local code requirements and are in substantial conformity with A� VA Minimum Property Requirements. W 2. 1 hereby certify that this dwelling was/will be constructed to meet the energ conservation standards of the Gouncil of American Building O�ficials (GABO) 11012 Model Energy (MEG). 3. 1 hereby certify that in construction, any solders and flux will not contain more than 0.2 percent lead and any pipes and pipe fittings will not contain more than 8.0 percent lead. Name: ----------------------- Signature: ----------------------- Title: ----------------------- _Pq �<O w< kb �Q Q> w �z N, O qqt 00 0 04 E 0 r� IN GCS It CCa N, O r� IN GCS It I x& RAKE BD. < 12 12 Lu 7.5 � z 7.5 O O Lu O p ASPHALT 0 ■ O� ciuyt m ��O SHINGL Lu� -� t E ❑ rQ DELETE TRAN50M W/ 5 BEDROOM OPTION Lett Side Elevol-tion- SCALE: 1/8" = 1'-0" ELEVATION A PULL OUT OVER W l� BRICK; DO NOT ADJUST OVERHANG N N T d SEGOND FLOOR F- l� W v � r p SECOND FLR dJ FIRST FLOOR >Y 6 z, _ O O F vx FIRST FLR PULL OUT OVER W l� BRICK; DO NOT ADJUST OVERHANG N N T d SEGOND FLOOR F- l� W v � r FIRST FLOOR 12 7.5 lQht Side EIevotion- SCALE: I/8" = 1'-0" ELEVATION A or F hear Elevation SCALE: I/8" = 1'-0" CHIMNEY 32%2" SQUARE OUTSIDE; ANGHOR FRAMING TO TRU55E5 z Q zo n� X 0 SECOND FLOOR aj 0 FIRST FLOOR W l� O N N T J III III F- l� W v O N t v � r N 6 .. O F Q) 52'-0" 21'-4" 10'_4" —GRAWL VENT — _ L GRAHL SPAGEI L 41 X 24 MEGH/ BAWL ACCESS SU P v 40'-6 1/2" I 8'-10 1/2" \�Co m =, o PG BASEMENT P — a F WOOD COLUMN — ON 36 x36 x12 N r FOOTING N LAM BEAM - - NOTE: BASEMENT F STAIRS ARE q 1/4" TRDS LAM B AM DROPPED ' TO SWI G AB11 1 " L SOLID BRC, at BEAM L J II' -5 1/2" HOSE BIBB — — II I it N q' 611 Gl'-6 1/2" 24"WXI "D THICKENED SLAB Li -6 DBL STUDS; — �=t (' J PG 2x4 WALL F LAM BEAM LAM BEAM DROPPEP DROPPED dJ - I —T GAS AS rte- O PG L WOOD COLUMN — ON 36"x36"x12" I _ FOOTING NOTE: PG PORCH FLOOR at 6' BELOW 5UBFLOOR; ON BRICK ELEVATION ADD BRICK AND SILL BELOW DOOR; WITH 51DINCG, FINISH WITH PAINTED WOOD TRIM - O - 41 = N PORCH SLAB NOT EXCAVATED 4" GONG. ON 4" MIN. GRAVEL I NOTE: ALL BRIGK LEDGE 15 4" WIPE 20'-0" Basement Plan ELEVATION A, B OR D SCALE: 1/4" = 1'-0" 1306 50. FT. 1-0 11 52-0" r GARAGE SLAB c5'-1 O 112 " NOT EXCAVATED 4" GONG. SLAB ON GRAVEL FILL. SLOPE 2" TO DRAIN I I N SLOPE 2" 1 i (I I 1 HOLD BLOCK DOWN AT GARAGE DOOR OPENING —J t N FOUNDATION NOTES: I. ALLOWABLE SOIL PRESSURE 2000 PSI. 2. FLOOR SLAB AREAS TO BE GOMPAGTED TO q59/6 MAX. DRY DENSITY. 3. STANDARD BASEMENT AND GARAGE SLAB TO BE 4" CONCRETE OVER 4" GRAVEL FILL 4. STRUGTURAL CONCRETE FOOTINGS TO BE 2500 PSI, SLABS 3500 PSI. 5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING at 6" FROM EACH CORNER at 6'-0" O.G. AND AT EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE OF SILL. 9' BASEMENT WALLS THE LOCATION OF THE FOLLOWING MAY VARY DUE TO LOT RESTRICTIONS: SEWER $ WATER LINES GAS and/or ELECTRIC, METER SUMP PIT MASONRY LEDGE N WHERE APPLICABLE MAIN LEVEL FIN. FLR. DP OF FOUND. WALL 4'f CSJ 8 I II oo° Q � tY A, � W _N 24" Q (TYP. ALL) See Supplier's Layout to Confirm Joist Spacing and Post Locations LOCATION OF 5EWER LINES TO BE DICTATED BY SEWER LATERAL LOCATION PER PLOT PLAN; SEE AREA SUPERINTENDENT IF OPTIMUM LOCATION 15 NOT APPARENT; MIN 10' BETWEEN 5EWER AND WATER LINE NOTE: ALL BRIGK LEDGE 15 4" WIDE 8440 00 0 04 E3 13 NOV 03 GG ».. t w Ito" CL U u, � p E- z �m 00 0 04 E3 13 NOV 03 GG ».. t 0 N O O U3 N co 0 3 co N C r C C 6 lP W 0- 77 77 99 eO /`ON � I �i ErxpIpxlolj :.W-1 _,. . w >,D019 -1-ivm NO IIV [Nno:� =4O �iQ I G-LnO H11M HGn-1.4 A9 01 9N I H PV QHS 2101?G1X�l �GTWM ,,V S'd Q�4?J 161GNO'D �]'V OWN 2u!tugjd 44. �l9V'2ti'd0 Q�1>9'V I G H11M HD2#od 1No� S�i'v-LG,m SWOO,�IQ�i9 t- H11M y uoiqOAOl� G� O O z -U > D Z rn ErxpIpxlolj :.W-1 _,. . w >,D019 -1-ivm NO IIV [Nno:� =4O �iQ I G-LnO H11M HGn-1.4 A9 01 9N I H PV QHS 2101?G1X�l �GTWM ,,V S'd Q�4?J 161GNO'D �]'V OWN 2u!tugjd 44. �l9V'2ti'd0 Q�1>9'V I G H11M HD2#od 1No� S�i'v-LG,m SWOO,�IQ�i9 t- H11M y uoiqOAOl� r_—ii iii .-SoGond FIoor- Flon E A SCALE: 1/4" = 1'-0" WITH 6ARDEN BATH + 41 SO. FT. WITH MASTER BEDROOM EXPANSION .J � N FIRST RI5ER Q 1 5/4" BEHIND — HALF WALL x x N N > N TOOG� 16 EQUAL RISERS; 14 EQUAL TREADS + LANDIN6; LANDING 15 6 R15ERS ABOVE FLOOR FRAMING DETAIL FOR STAIRS BATH E� GENT] :A 8440 "It 00 15 NOV GG EO11® ml - < d Q- � � O Q J Z � � Q � O III (X LU N "It 00 15 NOV GG EO11® ml - 12 PER MANUFACTURED TRUSSES a 2'-0" O.G. _-KEV. IBER&LASS SHINGLES 15# FELT 7/16" WAFER BOARD R-38 BLOWN INSULATION /1"xb" FASCIA BOARD I/2" DRYWALL 2"x6" &UTTER BOAR] 2x4 DBL. TOP PLATE 3/8" R/5 PLYWOOD 2x4 STUD @ 16" O.G. SOFFIT BOARD R-13 FIBER6LA55 INSULATION 1x4 FRIEZE BDARD 2x4 BLOCK 1/2" DRYWALL VAPOR BARRIER 1/2" RIGID INSULATION R4 5EM I-PERMEABL E AIR INFILTRATION BARRIER BEHIND BRICK BRICK VENEER Rb AIR SPACE 2"x4" 50LE PLATE R .q25 3/4" PLYWOOD, GLUED 4 NAILED _ q 1/2" I -JOIST, #2 S.Y.P. RD 24" O.G. 2x4 GGA SILL PLATE — BAND BOARD WALL SEGTION ON GRAWL q 1/2" I -JOIST SUPPLY ANCHOR STRAP ® 32" O.G. (3) COURSES OF 8"x16" GONG. BLOCK OR POURED CONCRETE R -II BATT INUSLATION 8"x16" POURED GONG. FOOTING --- +RANULAR FILL�- W GLEARANGE METAL FLUE S" GLEARANGE METAL FIREPLACE COMB. AIR FROM OUTSIDE NOTE: WEEPHOLES SHALL BE PROVIDED ABOVE z FLASHING UNDER STONE Q OR BRICK WINDOW SILLS; a MAX. 33" O.G.; MIN. 3/16" DIA. Lu CL W Q FLA5HIN& 12 PER ___�LEV. MANUFACTURED TRU55ES @ 2'-0" O.G. R-38 BLOWN INSULATION 1/2" DRYWALL - 2x4 DBL. TOP PLATE 2x4 STUD ® 16" O.G. R-13 FIBER6LAS5 INSULATION 1/2" DRYWALL R .45 VAPOR BARRIER 2"x4" SOLE PLATE 3/4" PLYWOOD, GLUED 4 NAILED-� O q 1/2" I-JO15T, #2 S.Y.P. KD 24" O.G WEEPHOLE; MAX. 33" O.G.; MIN. 3/16" DIA. (1) COURSE OF - 8x16 "L" BLOGK GRADE SER FIREPLACE DETAIL 2"x4" SOLE PLATE 3/4" PLYWOOD, GLUED 4 NAILED q 1/2" ]-JOIST #2 S.Y.P. KD 24" O.G. SUPPLY ANCHOR STRAP ® 32" O.G. b" THICK POURED GONG. FOUNDATION WALL (HE16HT PER SPECS) W/ STEEL VERTICAL REINFORCEMENT; (SIZE 4 SPAGIN& PER IRG TABLE R404.IJ(2) BER6LAS5 5HIN&LE5 15# FELT 7/16" WAFER BOARD I"x6" FASCIA BOARD >E-2 "xI" GUTTER BOARD 3/8" R/5 PLYWOOD SOFFIT BOARD 2 "x4" BLOCK 1/2" RIGID INSULATION R4 IND PER SPEC. BAND BOARD GOMPO5ITF R-VAI.IJF = 11 (TYP.) BAND BOARD 2"xb" GGA SILL PLATE • • TUFF -N -DRY RI&ID INSULATION �4' PERFERATED DRAIN PIPE 4" GONG. SLAB GRANULAR FILL 8"A6" POURED GONG. FOOTING WALL DETAIL W/BASEMENT 1/2" = 1'- O" 12 ELE V. MANUFACTURED TRUSSES ® 2'-0" O.G. C R -3b BLOWN INSULATION 1/2" DRYWALL - 2x4 DBL. TOP PLATE 2x4 STUD @ 16" O.G.- R-15 FIBER6LA55 INSULATION - 1/2" DRYWALL - R.45 VAPOR BARRIER - q 1/2" I -JOIST WALL SEGTION ON SLAB 1/2" = 1' - O" WOOD BASEBOARD - 4" GONG. 5LAB - 6 MIL. VAPOR BARRIER RIGID INSULATION 2"x 48" CONT. GRANULAR FILL U1 v Lu 8" GONG. BLOCK_,,--' OR POURED CONCRETE tX Lu 8" x 16" POURED GONG. FOOTING S w IBER6LA55 SHINGLES 15# FELT 7/16" WAFER BOARD I"xb" FASCIA BOARD 2"x6" GUTTER BOARD 3/8" R/5 PLYWOOD SOFFIT BOARD I"x4" FRIEZE BOARD —1/2' R161D INSULATION 1 OTTOM PLATE T SUPPLY ANCHOR STRAP 32" O.G. 1 1/16" x II 1/2" FIN. WOOD TREAD SEE ELEV. FOR RISER HEI&HT GOMPOSITE R VALUE FOR TYPICAL WALL GONSTRUGTION Inside Air Film .68 i/2" Drywall 45 Insulation 15.0 R -Board 5.5 Siding .� Airspace Btwn R -Board and Sidnig S Outside Air Film 17 TOTAL Ro PER PLAN 3/4" FIN. WOOD RISER STAIR DETAIL Iu= 1'_0."