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Home My WebLink AboutO—N I. 0 B i n Y Y ee>• ME ao 1, 4,0 INTERIOR ' ELEVATIONS x'UNIT 2-z -o - SEE GENERAL FRAMING NOTE NO.8 FOR BLOCKING REQUIREMENTS pe,1111 Vk j DETAIL OPTIONAL 3j1� IL�11 A�� DETAIL COUNTERTOP GENERAL ELEVATION NOTES 1 Refrigerator Space 2 Range 3 Range Hood 4 Plas. Lam. Countertop 5 4" Plas. Lam. Backsplash 6 Dishwasher 24" Space 7 Wood Baseboard 8 NOT J4 C(% 9 Finished End 10 End Filler 11 Not U 'iE G 12 Tub 13 54" x 32" Shower Base 14 Water Closet 15 Shower Head 6' -6" A.F.F. to Centerline 16 Glass Shower Door Unit 17 Curtain Rod 6' -6" A.F.F. to Centerline 18 40" x 4p" Mirror 19 30" x 4 O" Mirror 20 Recessed Toilet Paper Holder 21 �J6/T U'ir,V 22 24" Towel Bar 4' -0" k.y.F. to Centerline 23 18" Ceramic Towel Bar 5' -0" A.F.F. to Centerline 24 Cultured Marble Top & 4" Backsplash 25 Ceramic Soap Dish 26 Recessed Medicine Cabinet 27 Light Fixture 28 2" Ceramic Tile Bullnose 29 Epoxy Coated 12" Steel Shelf & Rod 30 16" Deep Coated Shelving Unit 31 Finished Panel 32 �111�►'P•G� anTp, toll.Fit PP�,.R N�l•DGR z��P Iry 0601 fz -I� t3aTT INtiU �, 2` I 4 41,1' " 0� 11., k to It I 18 42 ,�0 3 1 24/ i ILI 1 I 1 � q i i v " I _ D Z ,18 � r0aq I� c_ IL U • 'v 0 I I LO °N E ME ao 1, 4,0 INTERIOR ' ELEVATIONS x'UNIT 2-z -o - SEE GENERAL FRAMING NOTE NO.8 FOR BLOCKING REQUIREMENTS pe,1111 Vk j DETAIL OPTIONAL 3j1� IL�11 A�� DETAIL COUNTERTOP GENERAL ELEVATION NOTES 1 Refrigerator Space 2 Range 3 Range Hood 4 Plas. Lam. Countertop 5 4" Plas. Lam. Backsplash 6 Dishwasher 24" Space 7 Wood Baseboard 8 NOT J4 C(% 9 Finished End 10 End Filler 11 Not U 'iE G 12 Tub 13 54" x 32" Shower Base 14 Water Closet 15 Shower Head 6' -6" A.F.F. to Centerline 16 Glass Shower Door Unit 17 Curtain Rod 6' -6" A.F.F. to Centerline 18 40" x 4p" Mirror 19 30" x 4 O" Mirror 20 Recessed Toilet Paper Holder 21 �J6/T U'ir,V 22 24" Towel Bar 4' -0" k.y.F. to Centerline 23 18" Ceramic Towel Bar 5' -0" A.F.F. to Centerline 24 Cultured Marble Top & 4" Backsplash 25 Ceramic Soap Dish 26 Recessed Medicine Cabinet 27 Light Fixture 28 2" Ceramic Tile Bullnose 29 Epoxy Coated 12" Steel Shelf & Rod 30 16" Deep Coated Shelving Unit 31 Finished Panel 32 �111�►'P•G� anTp, toll.Fit PP�,.R N�l•DGR z��P Iry 0601 fz -I� t3aTT INtiU �, 2` I 4 41,1' " 0� 11., k to It DETAIL 3 POP- naG 114A 1 I i 2�1�. -ll �3Lcll 3' •23�i$ t'-23 (2) I hIT, w eep To p'( rvtlf I 1 i 1 I I I 1 I 1 I i i v " I _ D Z iQworL aU c_ 6 U • 'v 0 ■ LO °N E ■ ■ CD ]C ui DETAIL 3 POP- naG 114A 1 I i 2�1�. -ll �3Lcll 3' •23�i$ t'-23 (2) I hIT, w eep To p'( rvtlf FLOOR FRAMING — UNIT 2.2 —D � 24" I �ci��iU( �f�- u��.ti G� 24)' o•G. fA(/I*- [-IV Ir- IJv vvry V1 /JN 6 1 II W 4- FI ROOF FRAMING UNIT 2.2- -D I If I r--,:: ' , " n �� b ",;� RECOMMENDATIONS FOR BRACING 4x2 FLOOR TRUSSES 2X6 STRONGBACR BRACING IS RECOMMENDED IN ALL FLOOR TRUSS FLOOR ASSEMBLIES. AS SHOWN IN DETAIL 10, A 2X6 STRONGBACR RAN LATERALLY THROUGH THE SYSTEM, IS NOT TO EXCEED j FEET. THE 2X6 IS TO BE PLACED OI EDGE & ATTACHED TO THE & O •f M CHORD USING (3) 10D NAILS ® EACH VERTICAL. WHEN IT IS IMPOSSIBLE FOR 2X6 STRONGBACK BRACING TO BE A CONTINUOUS PIECE, IT SHOULD BE OVERLAPPKD BY AT LEAST TWO FEET, BY USING THE OPPOSITE FACES OF THE SECURING VERTICALS. IF IT IS IMPOSSIBLE TO USE BOTH FACES OF THE VERTICALS, THE STRONGBACR, IS TO BE BUTTED TOGETHER AND SPLICED WITH A A' -0 2X6 SCAB SECURED WITH (12) 16D NAILS CLINCHED. SPANS WHERE ONLY (1) ROW OF BRACING IS NEEDED, ONE OF THE VERTICALS a THE HEAT CHASE OPENING CAN BE USED. DETAIL 10 �Iv �I, /;K �r-, -7�'/ C7Y tD° I Iop S X N N 1 v STRUCTURAL-_DES IGN- _WADS. FLOOR LIVE LOAD 40 DEAD LOAD 25 TOTAL - 65 PSF CORRIDOR LIVE LOAD 100 DEAD LOAD 23 TOTAL 123 PSF I$1411 BALCONY LIVE LOAD 100 DEAD LOAD 10 TOTAL 110 PSF STAIR LIVE LOAD 100 PSF CONCENTRATED LOAD 300 PSF ROOF TRUSSES LIVE LOAD 20 SNOW LOAD 15 DEAD LOAD 10 (TOTAL 45 P&e TRUSS DIAGRAMS WILL BE SUBMITTED BY OWNER PRIOR TO ERECTION. At l o l l D,G. GENERAL .FRAMING NOTES 1. All beams, headers and lintels to be nailed and glued unless noted otherwise. 2. All beams to be located below joist or truss system; joists or trusses to bear on top of beams unless noted otherwise. 3. (3) 2 x 4 columns at all beams, headers and lintels at 1st floor on 3 story buildings. (2) 2 x 4 columns at all other locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. A: Non- bearing walls 2 x 4 e 24•• o.c. or as noted. - 5. All dimensions are face of stud to face of stud unless otherwise noted. 6. Provide solid blocking between truss spaces at all interior bearing warls. 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9/A4- 8. Provide blocking in walls for anchorage of wall cabinets, shower rod, towel bars, handrails and guardrails, shelving and etc. 9. Trusses are to be braced per ••The Commentary & Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed �4Ilwidth maximum. 11. Use Southern Pine N2 kiln dried lumber for all headers and beams. �3AV" `" e� o O ,�0 � I 1 i 1 I I I 1 I 1 I i i FLOOR FRAMING — UNIT 2.2 —D � 24" I �ci��iU( �f�- u��.ti G� 24)' o•G. fA(/I*- [-IV Ir- IJv vvry V1 /JN 6 1 II W 4- FI ROOF FRAMING UNIT 2.2- -D I If I r--,:: ' , " n �� b ",;� RECOMMENDATIONS FOR BRACING 4x2 FLOOR TRUSSES 2X6 STRONGBACR BRACING IS RECOMMENDED IN ALL FLOOR TRUSS FLOOR ASSEMBLIES. AS SHOWN IN DETAIL 10, A 2X6 STRONGBACR RAN LATERALLY THROUGH THE SYSTEM, IS NOT TO EXCEED j FEET. THE 2X6 IS TO BE PLACED OI EDGE & ATTACHED TO THE & O •f M CHORD USING (3) 10D NAILS ® EACH VERTICAL. WHEN IT IS IMPOSSIBLE FOR 2X6 STRONGBACK BRACING TO BE A CONTINUOUS PIECE, IT SHOULD BE OVERLAPPKD BY AT LEAST TWO FEET, BY USING THE OPPOSITE FACES OF THE SECURING VERTICALS. IF IT IS IMPOSSIBLE TO USE BOTH FACES OF THE VERTICALS, THE STRONGBACR, IS TO BE BUTTED TOGETHER AND SPLICED WITH A A' -0 2X6 SCAB SECURED WITH (12) 16D NAILS CLINCHED. SPANS WHERE ONLY (1) ROW OF BRACING IS NEEDED, ONE OF THE VERTICALS a THE HEAT CHASE OPENING CAN BE USED. DETAIL 10 �Iv �I, /;K �r-, -7�'/ C7Y tD° I Iop S X N N 1 v STRUCTURAL-_DES IGN- _WADS. FLOOR LIVE LOAD 40 DEAD LOAD 25 TOTAL - 65 PSF CORRIDOR LIVE LOAD 100 DEAD LOAD 23 TOTAL 123 PSF I$1411 BALCONY LIVE LOAD 100 DEAD LOAD 10 TOTAL 110 PSF STAIR LIVE LOAD 100 PSF CONCENTRATED LOAD 300 PSF ROOF TRUSSES LIVE LOAD 20 SNOW LOAD 15 DEAD LOAD 10 (TOTAL 45 P&e TRUSS DIAGRAMS WILL BE SUBMITTED BY OWNER PRIOR TO ERECTION. At l o l l D,G. GENERAL .FRAMING NOTES 1. All beams, headers and lintels to be nailed and glued unless noted otherwise. 2. All beams to be located below joist or truss system; joists or trusses to bear on top of beams unless noted otherwise. 3. (3) 2 x 4 columns at all beams, headers and lintels at 1st floor on 3 story buildings. (2) 2 x 4 columns at all other locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. A: Non- bearing walls 2 x 4 e 24•• o.c. or as noted. - 5. All dimensions are face of stud to face of stud unless otherwise noted. 6. Provide solid blocking between truss spaces at all interior bearing warls. 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9/A4- 8. Provide blocking in walls for anchorage of wall cabinets, shower rod, towel bars, handrails and guardrails, shelving and etc. 9. Trusses are to be braced per ••The Commentary & Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed �4Ilwidth maximum. 11. Use Southern Pine N2 kiln dried lumber for all headers and beams. �3AV" `" e� o O ,�0 � U � Ir Q o WT Q Q o < co nas V • O v " I _ D Z C aU c_ 6 U • 'v 0 ■ LO °N E ■ ■ CD ]C ui Lo , 0 .N CD Q Z Q Q r 0 Z v Z �► J W LO C ) L o Z W U Uj U > W W U) Z � o X I-- O z Z Z 0 W «s 0 Z J �O 6L � Lr1 0 _j J 0� J O J C'3 _ 0 .N CD Sheet number l ll1LU� i Q r CD �► U O C ) L Sheet number l ll1LU� i