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HomeMy WebLinkAbout03030207.5Project 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. ti 3/4' WD. 1SISEFI TG Z`D) To 3`¢",c 902."WD. TI�LAD 21.1 if o r lK 1T/,iNGE'� Stair Section Wal! Key 2"x 4" stud wall 2"x 6" stud wall sound insulation exterior wall w/ masonry veneer All solid bearing shall be continuous from applied load to footing. No interruption by horizontal components, unless approved by Architect. Dean 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) 7.3 1/2"x 3 1/2"x 1/4" steel angle 8.2-2"x 8" roof rafters 9. Brick veneer Brick Detail "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 5.3 1/12" 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) = 20.01(siding) Wall Section Key 1. Shingles over 301# felt 2.7/16" OSB roof deck 3.2"x 8" rafter *v 16" o.c. 4. Alum. gutter 5. Flashing 6. 2"x 6" band brd. w/ 5/4"x 6" gutter board. 7. 1 1/2" insulation board. R-10 8. 1/2" drywall w/ N'.B. R-.40 9.2"x 6" bracing ra) 48" o.c. 10. 2"x 4" frieze framing 11.2"x 4" studs @,16" o.c. 12. 1/2" plywood/insulation, Tyvek sheathing. R-4.0 13.9 1/2" wood truss joist @ 16" o.c. 14.3/4" OSB t/g floor deck 15.2"x 4" pres. trtd. sill plate w/ 1/2" anchor bolts a, 16" o.c. 16. Brick vedeer w/ weep holes n 32" o.c. R-.39 17.2"x 6" studs (a 16" o.c. 18. Two courses limestone banding -i 19.8" poured reinforced cone. wall, specs per installer. 20. 4" cone. slab over 4" compacted gravel fill, and v.b. 21.4" perimeter drain in gravel fill -1 22.8"x 16" coot cone. footing w/ 245 rebars 23. Moistureproofing system 24. R-13 batt insulation 25. R-38 blown insulation 26. 6.25" wood crown w/ 2"x 4" wood trim 27. 1"x 12" wood trim 28. Cedar bracket, 4"x 1'. 4" 29. 1/4" cedar soffit w/ 2" continuous vent 30.3/4" wood moulding 31. R-15 batt insulation Alternate: 10" unreinforced poured concrete wall on 8"x 20" cont. cone. footing w/ 2- #5 rebs rs. Wall Section I IV -1 L CDir U C O L 0" .E E M co Ilei I SHEET A-5 8" cone. block wall 12" cone. block wall 8"x 8" c.m.u. lintel 8"x 16" cone. block pier footing / wall - step w/ grade -�-- truss joist - typical span ----�"x joist -typical span 1..._ 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 2"x 4" stud wall 2"x 6" stud wall sound insulation exterior wall w/ masonry veneer All solid bearing shall be continuous from applied load to footing. No interruption by horizontal components, unless approved by Architect. Dean 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) 7.3 1/2"x 3 1/2"x 1/4" steel angle 8.2-2"x 8" roof rafters 9. Brick veneer Brick Detail "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 5.3 1/12" 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) = 20.01(siding) Wall Section Key 1. Shingles over 301# felt 2.7/16" OSB roof deck 3.2"x 8" rafter *v 16" o.c. 4. Alum. gutter 5. Flashing 6. 2"x 6" band brd. w/ 5/4"x 6" gutter board. 7. 1 1/2" insulation board. R-10 8. 1/2" drywall w/ N'.B. R-.40 9.2"x 6" bracing ra) 48" o.c. 10. 2"x 4" frieze framing 11.2"x 4" studs @,16" o.c. 12. 1/2" plywood/insulation, Tyvek sheathing. R-4.0 13.9 1/2" wood truss joist @ 16" o.c. 14.3/4" OSB t/g floor deck 15.2"x 4" pres. trtd. sill plate w/ 1/2" anchor bolts a, 16" o.c. 16. Brick vedeer w/ weep holes n 32" o.c. R-.39 17.2"x 6" studs (a 16" o.c. 18. Two courses limestone banding -i 19.8" poured reinforced cone. wall, specs per installer. 20. 4" cone. slab over 4" compacted gravel fill, and v.b. 21.4" perimeter drain in gravel fill -1 22.8"x 16" coot cone. footing w/ 245 rebars 23. Moistureproofing system 24. R-13 batt insulation 25. R-38 blown insulation 26. 6.25" wood crown w/ 2"x 4" wood trim 27. 1"x 12" wood trim 28. Cedar bracket, 4"x 1'. 4" 29. 1/4" cedar soffit w/ 2" continuous vent 30.3/4" wood moulding 31. R-15 batt insulation Alternate: 10" unreinforced poured concrete wall on 8"x 20" cont. cone. footing w/ 2- #5 rebs rs. Wall Section I IV -1 L CDir U C O L 0" .E E M co Ilei I SHEET A-5