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HomeMy WebLinkAbout04010075 Building Plans00 I 00 0 T 0 FIBERG S SHINGLES 30# FELT 7/16 VAFER BOARD 1"x6" FASCIA BOARD 2"x6" GUTTER BOARD 3/8" R/S PLYWOOD SOFFIT BOARD 2"x4" BLOCK R-4.40 5/8" RIGID INSULATION SIDING PER SPEC. BANDI BOARD 2"x6" CCA SILLI PLATE PER r12 MANUFACTURED TRUSSES ® 2'-0" O.C. ELEV.I OR RAFTERS PER PLAN R-38 BLOWN INSULATION 1/2" DRYWALL 2x4 DBL. TOP PLATE 2x4 STUD ® 16" O.C. R-13 FIBERGLASS INSULATION 1/2" DRYWALL VAPOR BARRIER COMPOSITE R -VALUE = 19 (TYP. ) 2"x4" SOLE PLATE /- 3/4" PLYWOOD, GLUED & NAILED 9 1/2" I -JOIST #2 S.Y.P. KD 24" O.C. I 1/2" x 18" ANCHOR BOLT T O NOTES: 8" THICK POURED CONC. FOUNDATION WALL■ OD (HEIGHT PER SPECS.) 1■ Provide vertical N reinforcement TUFF -N -DRY RIGID INSULATION (rebar) @16" O■C. 00, 2■ Tyvek on all masonary walls 3. Flashing required at all brick ledges 4" PERFERATED DRAIN PIPE 4" CONC. SLAB & rowlock detail 6 MIL VISQUEEN 4, Weep holes on outside coI masonary walls, 'CIL �� ■ GRANULAR FILL 33 o.C. max. spacing p ng (2) wW W U Ww a V� w �Q \-8"06" CONT. POURED CONC. FOOTING WALL DETAIL W/BASEMENT FIREPLACE DETAIL 8" CLEARANCE METAL FLUE 8" CLEARANCE METAL FIREPLACE :OMB. AIR FROM OUTSIDE WALLS: STILL AIR INTERIOR .68 DRYWALL .43 BATT INSULATION 13.00 3/8" R -BOARD 4.40 SIDING 1.00 AIR TENSION EXT. .17 TOTAL I ci .70 GEILING: STILL AIR INSIDE .17 BLOWN INSULATION 38.00 TOTAL 38.17 GRAWL: STILL AIR INSIDE .17 DRAPPED 3 1/2" BATT5 11.00 8" BLOGK AO TOTAL 12.07 T 00 COMPOSITE RNAIXE00 Homes By John McKenzie - FIBERGLASS SHINGLES 30# FELT 7/16" WAFER BOARD 1"x6" FASCIA BOARD 2"x6" GUTTER BOARD 3/8" R/S PLYWOOD SOFFIT BOARD 1x4 FRIEZE BOARD 2x4 BLOCK BRICK VENEER MANUFACTURED TRUSSES ® 2'-0" O.C. PER r12 OR RAFTERS PER PLAN ELEV. I Iq ) R-38 BLOWN INSULATION .1/2" DRYWALL 2x4 DBL. TOP PLATE 2x4 STUD ® 16" O.C. R-13 FIBERGLASS INSULATION 1/2" DRYWALL VAPOR BARRIER 2"x4" SOLE PLATE ,-3/4" PLYWOOD, GLUED & NAILED 2x4 CCA SILL PLATE (1) COURSE OF 9 1 /2" I -JOIST #2 S.Y.P. RD 24" O.C. 8x16 "L" BLOCK BAND BOARD GRADE- 1/2" x 18" ANCHOR BOLT 1/2" RIGID INSUL. (R-7.5 MIN) DO NOT USE BEADBOARD (3) COURSES OF 8"06" CONC. BLOCK 8"x16" CONT. POURED CONC. FOOTING GRANULAR FILL WALL SECTION ON CRAWL 12 MANUFACTURED TRUSSES ® 2'-0" O.C. PERF- OR RAFTERS PER PLAN FIBERGLASS SHINGLES 30# FELT 7/16" WAFER BOARD R-38 BLOWN INSULATION 1"x6" FASCIA BOARD 1/2" DRYWALL 2"x6" GUTTER BOARD 2x4 DBL. TOP PLATE 3/8" R/S PLYWOOD 2x4 STUD ® 16" O.C. SOFFIT BOARD R-13 FIBERGLASS INSULATION 1"x4" FRIEZE BOARD 2x4 BLOCK 1/2- DRYWALL VAPOR BARRIER R-4.40 5/8" RIGID INSULATION BRICK VENEER WOOD BASEBOARD CCA BOTTOM PLATE 4" CONC. SLAB 1/2" x 18" ANCHOR BOLT 6 MIL. VAPOR BARRIER ® 48" O.C. RIGID INSULATION 2"x2' CONT. GRANULAR FILL "L" CONC. BLOCK 8" CONC. BLOCK 12"x24" POURED CONC. FOOTING WALL SECTION ON SLAB DRAWN B" JML CHECKED BY LT5 DATE 10/08/02 SHEET NO, N N I w section I SCALE: 1/8" = I' -O" 5ection Z� SCALE: 1/8" = 1'-0" Framer Notes: 12t 5GALE: 1/8" = P -O" SCALE: 1/8" = 1'-0" ALL WALLS THAT SEPARATE ATTIC SPACE FROM LIVING SPACE MUST HAVE FOAM BOARD APPLIED TO ATTIC SIDE OF WALL I. BEVEL GUT ALL TRIM BOARD5 DOWNWARD S. IN5TALL ROOF TRU55 5Y5TEM PER PROVIDED 13. BACK AND END5 OF BULKHEAD5 TO BE PLYWOOD 2. 055 ON ALL 6ARA6E WALL5 LAYOUT BY SUPPLIER IF THERE 15 A FLOOR ABOVE 3. 056 CEILIN6 OF ALL PORGHE5 q• 61RDER TRU55E5 TO BE NAILED AGGORDING TO 14. BLOCK THE TOP OF TRAY GEILINGS SPEGIFIGATIONS 4. 3 5HIM5 PER WINDOW PER 51DE 15. FIRE BLOCK ALL CAVITIES LEADING TO ATTIC SPACE 10. ANY WALL OVER 10' TALL, EXTERIOR WALLS AND 5. SET TOP OF WINDOWS NEXT TO PATIO DOOR BEARIN6 WALL5 NEED BLOGKIN6 AT b' Ib. ALL WALL5 THAT 5EPARATE ATTIC 5PAGE FROM FLU51-1 WITH TOP OF DOOR LIVING 5PAGE MUST HAVE FOAM BOARD APPLIED 11. ANY EXTERIOR WALL5 ON GORNER5 NEED TO THE ATTIC 51DE OF THE WALL 6. INSTALL ENGINEERED FLOOR 5Y5TEM PER BLOCKIN6 AT THE 5EAM5 PROVIDED LAYOUT BY 5UPPL I ER 11. FRAMER TO PRV I DE A PLYWOOD 12. TOP AND ENDS OF BULKHEADS TO BE PLYWOOD WALKWAY TO ALL FALSE DORMERS 7. JOIST HANGERS TO BE NAILED IN EVERY HOLE IF ATTIC 5PAGE 15 ABOVE (t V E 4' O O Z c� 0 .c d" V co "Mo, Q 0 DRAWN BY .m GHEGKED BY X" DATE 12/18/03 SHEET NO. 8 ZONE 5T(JDI0 d BATH FROM FIRST FLOOR HVAG HOLD ALL EXTERIOR WALL5 IN 1/2" TO ALLOW FOR 5HEATHIN6 a' --7j„ 10'-4j" f I � Second Floor Plan 5GALE: 1/4" = I' -O" 16 R15ER5 ort 1A TREAD @a 1/2° STAIR ELEVATION. SG4LE: 1/4" = 1'-0" a DRAWN BY XXX CHECKED BY XXX DATE 03/13/03 SHEET NO. 5 I tv V a� ° ° _ (� > ° = M- 00 Z J a DRAWN BY XXX CHECKED BY XXX DATE 03/13/03 SHEET NO. 5 I NOTE DFTA I LS TO FOLLOW FOR: - TRIM ON COLUMNS INTO DININ6 ROOM $ INTO NOOK -PIGTURF FRAMIN6 � PLAT RAIL IN DININ6 ROOM -TRANSOM OVER DOOR FROM DININ6 TO HALL Fireplace hall Elevation 5GALE: 1/4"=1'-0" First Floor Plan SCALE: I/4" = I' -O' HOLD ALL EXTERIOR WALL5 $ FLOOR 5Y5TEM IN 1/2" TO ALLOW FOR 5HEA114IN6 SQUARE FOOTA6E5: MAIN FLOOR: 2,145 6ARAH: 5q2 FRONT PORCH: 260 REAR PATIO: 228 2nd FLOOR: 423 UNFINI5HED 5TORAH: 243 ill cz NDON V 5GHEDULF 4.0 WINDOW NO. R.O. WI DTH R.O. HE 16HT 2511 255/411 115/4" 2525 25 3/4" 25 3/4" 2111 213/411 115/411 3153 515/4" 53 3/4" 2853 2a 3/4" 53 3/4" 2511-2 5o3/411 11 3/4" 2511-3 15 3/4" 113/411 2825 2q 3/4" 25 3/4" 2x41 2q 3/4" 413/4" 2x11 2q 3/4" 11 3/4" 3353 333/4" 53 3/4" 3365 33 3/4" 653/411 3141-2 -14 3/4" 4-73/411 3151 313/4" 51 3/4" 3111 513/4" 11 3/4" 36% 36 3/4" ab 3/4" C 0 DRAWN BY XXX GHEGKED BY XXX DATE 03/13/03 SHEET NO. 4 cz V 4.0 a� ° o > o -= d' o J C 0 DRAWN BY XXX GHEGKED BY XXX DATE 03/13/03 SHEET NO. 4 5GALE: 1/4"=I' -O" FIN. FLR. - GARAGE SLAB 8" BLOCK Ib"x8" DEEP GONG. FOOTING O Foundation Plan 5GALE: 1/4"=I' -O" GARAGE SLAB PERIMETER IN5UL. 8" BLOCK S" BLOCK ' Ib"xb" DEEP Ib"x8° WATERPROOFING GONG. FOOTING DEEP O GONG. FOOTING DRAIN O TILE 1 2' RIGID STYROFOAM INSULATION INSTALLED ON FOUNDATION WALLS BY FRAMER HVAC SUPPLY & RETURN TO CRAWL AREA Cz PORCH SLAB V FINISHED FLOOR W ivv -✓ PERIMETER INSUL. - BRICK W E04- S" L BLOCKVENEERPERIMETER tn INSUL.PERIMETER > INSUL.4" .0 'Iw BLOCKS" L BLOCK CM CM ° 8" BLOCK m 8" L BLOCK- j 8BLOCK8'BLOCK 8" BLOCK I6"x8"DEEPGONG. FOOTING ib'xb' DEEP WATERPROOFING Ib"x8" DEEPIb"x8" D13PDRIN O GONG. FOOTINGGONG. FOOTING O COW-,. FOOTING WATERPROOFING Foundation Sections 21-011 1 1/2" LINE FOR SUMP I 5ET 12" (MIN) TO 15' (MAX) BELOW GRADE 4'-104" 10'-4" FOUNDATION NOTES: —} I PILASTER 1. ALLOWABLE 501L PRE55URE 2000 P5F. b. PROVIDE ANCHOR BOLTS 1/2" DIA. x18" I ( 12" BELOW TOP OF FOUND. 5TARTI% ® b" FROM EACH CORNER A b'-0" O.G.I N - III r III I 2. 3. FLOOR SLAB AREA5 TO BE COMPACTED TO a5% MAX. DRY DEN5ITY. 5TANDARD BASEMENT AND 6ARA6E SLAB AND AT EACH 51DE OF ALL OPENINGS, MIN. (2) PER PIECE OF SILL. I F dJ a 1/2" "i" JOIST 24" O.G. MAX n 7 CRAWL 5PAGE ONLY / TO BE 4" CONCRETE ON 4" OF " A. PROVIDE MIN. 4 PEA GRAVEL OVER 12" B)_ ON TOP OF FOUND.ll'- I I a 1/2" "1" J015T r F_ -I ( I r; 24" O.G. MAX 6RAVEL FILL. cV = = b MIL. POLY VAPOR BARRIER r �i ` III I I- I 4. 5TRUCTURAL CONCRETE FOOTING TO BE 2500 B. DEPTH OF GRAWL TO BE MIN. 2'-0° - O Ell I III I I - Pi, 5LAB5 3500 P51. BETWEEN BOTTOM OF J015T TO &RAVEL. L J L 5. BOTTOM OF ALL FOOTIN&5 TO BE 5ET I I BELOW LOCAL FR05T LINE. 5EE DETAILS. r w <1?� / L1, 12'F LOv, _ m f I I �? I I I �oP of FOUND. M-1 INTERIOR GRAWL 5PAGE FIN15H: 1. SLUSH POUR GRAWL FLOOR - %OPE TO EXTERIOR GRAWL NOTES: 1. DRAIN TILE AROUND PERIMETER 6 -6 „ 5'-0" - � � -O PILASTER 12" BELOW- TOP OF FOUND. a 1/2" "1" JOIST 24" O.G. MAX _ r I PILASTER '-a" I'-10" m SUMP PIT - V15MEEN UNDER CONCRETE. RAN INTO SUMP PIT. m L _)— (- TOP o WOUND. AND AT EACH SIDE OF ALL OPENINGS, MIN (2) 2. WATERPROOF BLOCK WALLS. — O PER PIECE OF 51LL. BRICK/ �- —r— ( III I (I I I 2. 2" 5TYROFOAM PERIMETER IN5ULATION GLUED TO BLOCK WALL5 BY FRAMER I L- �Q/ / © L I _ t-} 4 " _ _jI 3. HVAC SUPPLY AND RETURN:p INTO CRA5PAGE WL 2 2'-'7" 10'-24" 4. NO GRAWL VENTS. 5. INTERNAL DRAIN TILE RAN DIAGONALLY TO SUMP PIT 'd' N PORGH SLAB NOT EXGAVATED PORGH 5LA13 _ I _ diI SHAG I NOT EXCAVATED 28'-I" b'-2• I �_ �= F_CRAWL TD DRAIN TILE IV15GUEEN, SLOPEIII5LU5H 1 3 -O a -3 2 -O a -3' 4 -I P-4— POUR OVER L_ JL_1 13'-10 10'-24" 1-108. 1014 o _ _ _ _ _ —— — — — — — — — — — PILASTER 12" BELOW L! I / a 1/2" "1" JOIST - - - TOP OF FOUND. ( 24" O.G. MAX PIER 12" BELOW I '-10" TOP OF FOUND. _ (V — � I— N I I F PILASTER --/I TOP 12" BELOW OF FOUND. III / - %Zo L III L I I I 2 f o p I L J / I — BRICK = 0 4 / d1 J I II III - -�' = m PIER L_ III �q a I/2" "I" J015T PILASTER TOP OF FOUND. I I 0�� 4" 0 I I I I r TOp O> FEND. r 24" D.G. MAX 10'-4" GARAGE 5LAB I ( =J LU _ G NOT EXCAVATED I _ II- ( I I I -�t III L_ J b' -8"T11 -10,1, L J a 1/2" "I" J015T I I 24" O.G. MAX L J _ _jI IDROP _FF BLOCK TO SLAB GA OXF�i �� AB III A � FLpp I Ck fV I U_m --1— PILASTER L — L_ —r— -f — -�- !2" BELOW TOP OF FOUND— I I I 101-4" 104'-0" 5GALE: 1/4"=I' -O" FIN. FLR. - GARAGE SLAB 8" BLOCK Ib"x8" DEEP GONG. FOOTING O Foundation Plan 5GALE: 1/4"=I' -O" GARAGE SLAB PERIMETER IN5UL. 8" BLOCK S" BLOCK ' Ib"xb" DEEP Ib"x8° WATERPROOFING GONG. FOOTING DEEP O GONG. FOOTING DRAIN O TILE 1 2' RIGID STYROFOAM INSULATION INSTALLED ON FOUNDATION WALLS BY FRAMER HVAC SUPPLY & RETURN TO CRAWL AREA Cz PORCH SLAB V FINISHED FLOOR W PERIMETER INSUL. - BRICK W E04- S" L BLOCKVENEERPERIMETER tn INSUL.PERIMETER > INSUL.4" .0 'Iw BLOCKS" L BLOCK CM CM ° 8" BLOCK m 8" L BLOCK- j 8BLOCK8'BLOCK 8" BLOCK I6"x8"DEEPGONG. FOOTING ib'xb' DEEP WATERPROOFING Ib"x8" DEEPIb"x8" D13PDRIN O GONG. FOOTINGGONG. FOOTING O COW-,. FOOTING WATERPROOFING Foundation Sections 5GALE: 1/4"=I' -O" FIN. FLR. - GARAGE SLAB 8" BLOCK Ib"x8" DEEP GONG. FOOTING O Foundation Plan 5GALE: 1/4"=I' -O" GARAGE SLAB PERIMETER IN5UL. 8" BLOCK S" BLOCK ' Ib"xb" DEEP Ib"x8° WATERPROOFING GONG. FOOTING DEEP O GONG. FOOTING DRAIN O TILE 1 2' RIGID STYROFOAM INSULATION INSTALLED ON FOUNDATION WALLS BY FRAMER HVAC SUPPLY & RETURN TO CRAWL AREA Cz V W �: W E04- o tn > o .0 'Iw CM CM ° ..ice .j 0 C!� DRAWN BY XXX CHECKED BY XXX DATE 03/13/03 SHEET NO. 3 SUPPORT BRACKET SEE DETAIL - TYPICAL SHINGLE OVER GONTINUOU5 RIDGE VENT --------------------- TIMBERLINE 5HIN65LE5 W/ #30 BUILDING FELT ON 7/I6" ROOF 5HEATHIN6 (N - ---- HEEL r F R51 T FLOOR PLATE MAIN LEVEL FIN15HED FLOOR - L --DECORATIVE COLUMN COVER DOUBLE WATERTABLE 5EE DETAIL - TYPICAL BOARD TRIM; 5EE DETAIL HARD I SHAKE INSTALLATION I NSTRUGTI ONS 1) Secure a 1/4" lath strip and a row of a 1/4" Hardi siding starter cou 2) Trim the f irst pane trimmed panel I/8" fr( secure above the key Position nails to pene 5) Work across the w 4) Start second tour! course (i.e. equivalent of one full end (the left side). S( other end of the vicill of the odd rows to p pattern on the wa I I . 5) When a window or continue the appiicoti Trimming for the oper will throw off the spacing above th 6) Install the shake >^ u - STUDIO PLATE FIN15HED ,STUDIO FLOOR GARAGE PLATE MAIN LEVEL FINISHED FLOOR 12 8 Ix8 Ix8 12 8 SADDLE STUCCO 5HIN6LE OVER CONTINUOUS RIDGE VENT CONGEALED 5HINGLE OVER GONTINUOU5 RIDGE VENT FLA5HIN6 12 12 N 8 8 IX3 OVER IX12 TIMBERLINE STIMBERLINE 5HIN6LE5 W/ #30 BUILDING ct) FFINGLES W/ #30 BUILDING cv BAND -015T - PROVIDE FELT ON 1/16" ROOF SHEATHING 45 DEG TOP CANT H FELT ON 1/I6ROOF 5F�IEATHING p — — — — — — — — STUDIO PLATE SHINGLE OVER GONT RIDGE VENT '' WINDOW HDR N x � N 2 5UPPORT BRACKET HARD! 510IN6 12 4 CONGEALED FLA5HING ® SEE DETAIL -TYPICAL 7 dJ XP _1 _x — DORMER Riq t Elevation 56ALE: 1/4" = 1'-0" W �■mil � 1M IRMN WRAPPED W/ IX �I�M�M�11II�=01MI!1 ■ 111 I�I��I 11�N DOUBLE WATERTABLE BOARD TRIM 5EE DETAIL BOARD TRIM; SEE DETAIL 10 L- S I L L_ I(:�/- V U L I U I` I 66W iTiiM; '"" — SEE DETAIL 5GALE: 1/4" = 1'-0" Z - FLOOR PLATS 'I MAIN LEVEL INI5WD FLOOR DETAIL — TYPICAL to U 4� CU E 00 tn > 0 .r. 'J- OD G m O J 0 DRAWN BY XXX CHECKED BY XXX DATE 03/13/03 5HEET NO. 2 1:- `0- HARD15OFF BUILT-UP LA BEAM RIPPED 2Xb GAP IX4 CEDAR 1 bXb GOLUMI 3/4" MDO Bi WJ 1X3 CED) IX4 CEDAR IXb CEDAR STONE TO GR/ FINISHED FIF FLOOR LINE TIME 5W ON 7/Ib' EEDG MY M^, T lfiG rnAu111i Column Cover Detail 5GALE: 1" = 1'-0" TRUSS ROOF FRAMIN6 FL.A5HING FINISHED FIRST FLOOR LINE IX4 TRIM W/ BEVELED TOP 1X8 TRIM Pi/ BEVELED TOP I/2' 5HEATHIN6 IXIO TRIM ,-� Hater -table Trim Detai 5GALE: 1 1/2" = 1'-0" TIMBERLINE 5HINGLE5 ON 30# FELT 2'-O" ?/Ib" ROOF 51-1EATHIN65 EDGElMETAL IX4 TRIM OVER IX8 FA5GIA N U) HARDI SOFFIT 5/4X4 TRIM u� u) (V - N NZ I"1'-5 V2" 51/2,1 f �r�-� ROke Det0il AT ALL 6ABLE5 5GALE: I" = 1'-0" TIMBERLINE 5HIN6LE5 ON 30# FELT 1/16' ROOF 5HEATHING ALUMINUM EDGE METAL --i �•'• - -�. ►tet 2X4 YVALL W/ I/2' IX8 FASCIA NARDI LAP SHEATHING 3 INSULATION 510IN6 21-011 EaveDetO i I AT GARAGE 5GALE: I" = 1'-0" 2'-0" a ve Detail AT MAIN HOu5E 5GALE: I" = 1'-0" ROOF TRU55 FRAMING OR STICK FRAMING bXb CEDAR BRA0KET5 SEE ELEVATIONS FOR LOCATIONS HARDI LAP SIDING OR CSAR SH IN6LE5 SEE ELEVATIONS 20 WALL YV/ 1/2' SHEATH % t INSULATION OR TRU55 FRAMIN6 PROVIDE BLOCKIN6 o BRACKET TW% ROOF FRAMING FLOORING SYSTEM 2X4 WALL IN 1/2' SHEATHING d INSULATION FIR -5T FLOOR PI MAIN LEVEL FINISHED FLOOI BOARD TRIM; SEE DETAIL EXTERIOR HOUSE WRAP ON ALL WALLS front t levotion 5GALE: 1/4" = 1'-0" SEE DETAIL Finish Notes TRIM- FASCIA- IX8 SPRUCE FRIEZE- MAIN HGU5E - SEE DETAIL DORMERS - SEE DETAIL RAKE- IX4 CEDAR OVER IX8 RAKE FRIEZE- MAIN HOUSE- SEE DETAIL DORMERS - SEE DETAIL CORNER BOARD- 5/4X8 5PRUGE WINDOW/DOOR JAMB TRIM- 5/06 5PRUGE HNDOW/DOOR HEADS- 5/08 SPRUCE WINDOW SILL TRIM- 5/4Xb SPRUCE S"N6- SMOOTH T HARDI PLANK (®AR SHIN5LE5 W/ 8" EXP05L RE FLA5HIN6- ALL VERTICAL INTERSECTIONS TO ROOF MIN. b' EAGN WAY R R106E ___._ .. ... =UtIAIL SEE DE"AIL EEARDTRear Elevation 5GALE: 1/4' = 1'-0" OR C 0 DRAWN BY XXX GHEGKED BY XXX DATE 03/13/03 SHEET NO. 1 r�� V W W 0 O > 0 co m O J C 0 DRAWN BY XXX GHEGKED BY XXX DATE 03/13/03 SHEET NO. 1