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Home My WebLink About0151.02 Building PlansPRINT GRAPHICS N088812 3- 3714 Right Side Project Notes General 1. All contractors are to verify all dimensions, per their work. 2. All contractors are to clean up the job site, per their work. 3. All contractors are to verify all applicable codes or ordinances, per their work 4. Notify Architect of any conflicts, per these notes. 5. Architect shall approve any shop drawings required of this project. 6. All site planning, interior design, and kitchen -bath details by appropriate subcontractor. 7. All electrical and HVAC design by appropriate subcontractors. Earthwork 1. All fill brought to the site shall achieve 95% compaction. 2. Final grade shall be determined by individual site conditions. 3. Slope grade away from building perimeter. 4. Coordinate top of poured wall with final grade. See "Wall Section". Framing 1. All framing to conform with common practices, installation requirements, and procedures of the suppliers. 2. Floor trusses, laminated beams, and connectors to be sized and certified by the manufacturer. 3. Steel column and beam assemblies to be designed and certified by the manufacturer. Manufacturer to verify lam. beam sizes for beam saddles. 4. Floor and roof loads to be calculated per local codes and conditions, including dead loads of materials and assemblies shown on the "Wall Section", as well as the "Elevations" .... ...... ..... 5. Framing materials shown in scale on these documents are sized for general design purposes only, unless specified otherwise. - 7.40"4 AJ, 6J I -0"0° 151. FL, Elevation key 1. Shingles 2. Continuous roof vent 3. Aluminium gutter 4. Frieze trim. (see S-1, A-2) 5. Hardboard lap siding 6. Exposed concrete wall 7. Individual roof vent 8. Wood beam cantilever, see A-3 9. Radiused roof 10. Railing assembly. See Bldr's. specs. 11. Fypon bracket #062300 12. 2 1/4" casing 13.5/4"x 12" wood trim, 3/4" mould, 5 1/4 crown. 14. 5/4% 8" wood trim pilaster 15. Brick veneer w/ limestone diag. caps. t 16.5/4"x 6" bandboard under 2"x 2" 17.5/4% 12" wood trim w/ 4.25" crown '18. 1" moulding 19. Crawl space vent 20. 1/2" half round trim 21. 5/4"x 6" wood trim 22. Lattice panel 23.6"x 8" canted head w/ 51/4" wood crown 24. Copper flashing 25. Pres. trtd. wood window well 26.12% 12" wood frame column -All materials, components, and assemblies noted on the Front Elevation are typical, unless noted otherwise. -Pella clad "Architect Series" window sizes are shown for general design purposes. Other suppliers shall submit a product of similar size and specification. -All roof slopes are shown on elevations. Fear �-3 AF1airm-CTURAL REVIEW R' /4RU DATE; _ - Appmvsd,X_&W* Disapproved: 8011 to. - 1. Exterior Colors and materlat 2. Landscaping plan (must t s0mitted 60 days aftAr onatruction start.) Pee: 19e �A,tf� CHIMI NEYE)+ERIM' OR A tliir`II�RUI� Of FC)UII Tl1C STUCCO m1i BRICK OR STONE VENEER SSD ENE WOODCHASESW1LtBE APPROWA r Front 10",IIrGON D F LODE i"' 6 A A aa 7- F-) 4, H LL tnu >- QU 2" f1Y,IS FLOOF) IS PERIV21ITTEU O CONS d L. 1�g A 4 PRIOR} LOT CLOSING Elevations O' 1' .Z' 4 f A e N T JE;r IN FDP, MAT I e N DN J �-P-TJ A - :Z ti 3 , l�-4 ' Z' 4' 6" D7� > ;�f w (! (.0 S,4-7� 0 0 .U) E ,,0^ V/ SHEET A-1 J W c m N Q D N N � cr U p Z SHEET A-1 Wall Section Key 1. Shingles over 30# felt 2.7/16" OSB roof deck 3.2"x 8" rafter @ 16" o.c./ 12/12 slope 4. Alum. gutter 5.3/4"x 5/4", 5/4"x 12" w/ 51/4" crown frieze trim. 6.2"x 6" band brd. w/ 5/499x 6" gutter board. 7.1/4" cedar soffit w/ 2" cont. vent 8. 1/2" drywall w/ V.B. R-.40 9.2"x 8" fur down for insulation 10.2"x 4" frieze framing 11.2"x 4" studs @ 16" o.c. 12.1/2" plywood/insulation sheathing, Tyvek (optional) R-4.0 13.2"x 10" joist @ 16" o.c., w/ bridging 14.3/4" plywood t/g floor deck 15.2"x 6" Pres. trtd. sill plate w/ 1/2" anchor bolts @ 16" o.c. .16. Hardboard lap siding. R-.79 17.8" poured cone. wall, specs. by installer. Leave openings for window, and crawl space vents. 18.4" cone. slab over compacted gravel fill, and V.B. 19.4" pvc. perf. perimeter drain in gravel backfill. 20.8"x 16" cont. cone. footing 21. Moistureproofing system 22. R-13 batt insulation 23. R-39 blown insulation 24. R-15 batt insulation 25.2" rigid insulation. R-10 26.5/4" x 6" belt trim under 2"x 2" 27.2"x 6" ceil'g. rafter 28.2"x 4" kneewall. 29. HVAC 30. Window head trim beyond, see sheet A-1. 31.2"x 6" kneewall I Wall Section d' 6" 1' 2' "R" Value Tabulation 1. Outside air film. R-.17 2. Brick. R-39 3.1/2" air space. R-.97 4. 1/2" exterior sheathing. R-4.0 5.31/12" batt insulation. R-13 6.1/2" drywall, vapor barrier. R-.40 7. Inside air film. R-.68 8. Wood siding. R-.79 Total "R" Value=19.61(brick/stone) = 20.01(siding) '2I.1ni01 4!. A// Ani -ii A/ A// r//// r/I// ----------------- -----� I N ---- -1 r----�---- t T ( Ir 1 I I I 1 1 I✓ 9 of S O N 4,13 � ` �= LLJ 1� i I � I 1 II I S•t 1 �( T-- I JTeP,MJ MP) _ �r + LOW, L,EV EL Lti �- -- - ----- -- ----- - - --- -� I I - i I 11LE NOT` G `4'' t1 'o". .'4'' + 4° 2'4 3 -{- 1 26 26 2� u , V, /� , G. G I� A ! !� - l l✓1r 3 I i - ------ ------------ -- - �-- up i + Tr - m r-- f- -1 (VENT ?F_GO D E I 1 _ 1AN 1TAP- 11Imp r � I �, i ---- y �- I __J GONG. T4. --- -- -- I i -- ,o Z4"0 x ! 2" N 6. �7GI 1 I 8'x � ," p � o - - - I I � pD1 T f N "G 1vt Q, I S G7,h Y E L ILL.- J&A F- I V I • r i `N �o h >:>vNt NT12Ny �k! �--------.-- --- - - -- -_- ---- I -----J � I I + + + L------------- --------- ---- ----- ---� 1----- ---- ----� -� + + +--------------- + -f- . Foundation/Lower Level Plan Di' Z' 4' ;E� INFaF)PAhT 10 N eN J�EETJ A•1, A 3, A 4 �Z 1Z V v, i J °C m WITF.5 ON !�•3 Za ----------------- -----� I N ---- -1 r----�---- t T ( Ir 1 I I I 1 1 I✓ 9 of S O N 4,13 � ` �= LLJ 1� i I � I 1 II I S•t 1 �( T-- I JTeP,MJ MP) _ �r + LOW, L,EV EL Lti �- -- - ----- -- ----- - - --- -� I I - i I 11LE NOT` G `4'' t1 'o". .'4'' + 4° 2'4 3 -{- 1 26 26 2� u , V, /� , G. G I� A ! !� - l l✓1r 3 I i - ------ ------------ -- - �-- up i + Tr - m r-- f- -1 (VENT ?F_GO D E I 1 _ 1AN 1TAP- 11Imp r � I �, i ---- y �- I __J GONG. T4. --- -- -- I i -- ,o Z4"0 x ! 2" N 6. �7GI 1 I 8'x � ," p � o - - - I I � pD1 T f N "G 1vt Q, I S G7,h Y E L ILL.- J&A F- I V I • r i `N �o h >:>vNt NT12Ny �k! �--------.-- --- - - -- -_- ---- I -----J � I I + + + L------------- --------- ---- ----- ---� 1----- ---- ----� -� + + +--------------- + -f- . Foundation/Lower Level Plan Di' Z' 4' ;E� INFaF)PAhT 10 N eN J�EETJ A•1, A 3, A 4 �Z 1Z V v, i J °C m Za N LM 0 o ? '� N C vi Y/ N � a � � QZ � U o V � w •- E E � CI? Cn a N i J °C m N N Y/ N � m � U w � o 2 SHEET A-2 Brick Detail Wail Key 8" cone. block wall � 12" cone. block wall C 8"x 8" c.m.u. lintel m 8"x 16" cone. block pier footing / wall - step w/ grade ---- truss joist - typical span ---- 2"x joist -typical span �...._ perimeter footing drains = lam beam w/ steel post "C= .lam beam w/ solid wood bearing steel beam w/ steel post --- - poured concrete wall, specifications by — -- -- - installer _ 215-x 4" stud wall d Z 2"x 6" stud wall 3 sound insulation exterior wall w/ masonry veneer NOTE: Not all symbols will be used for this project Detail Key 1.2"x 4" @ 16" o.c. bearing wall 2. Sheathing 3. Building paper 4. Corrugated, brick ties 5. Step flashing 6. Weep holes ( two per step) 1.31/2"x 31/2"z 1/4" steel angle 8.2-2"x 8" roof rafters 9. Brick veneer 73�gyx 3/4'WD, ,1JrEV,(157 I,0 Z'!°) 1516 i 0/4* WD. 1USER(1..L, io 15T) !vI TD IVA 9/2`W).TAEbD 2`, 12"_ JT&1.K JTNIH46K 9A' n// 4l �A// 44/i,/t JAIi,# Stair Section First Floor Plan FLJ -1 e i' Z' 4' 1NF0N MATION e J EETJ A, i A,4 LIX 4Se 0 G v � � C C. m C Q Oa a LM C U U a d Z •� N o a ami i z � E V co L. a N W i m N m uo °C U a d Z SHEET A-3 5,411 9 4" 37'4" NOTE; PLA6E ATTIC 4(6- PANEL:, &I �,�Q'R, pGODS wrt n Second Floor Plan.. Z 4' .fEE INeV)MhTIaN ON JkEtT-f A,I,_h,?- A 3 lee � V � C C Q. W Q Z is 0 a 0 o 'a C N c � J � CL Lm m � 0 Q � V f+ O Z � N cr MINES E V 0 FIT Q N Z .J W Q N � N m � U N cr FIT SHEET A-4