The URL can be used to link to this page

Home My WebLink AboutMA 9 �i FJ LIB � fflum 1 - T . Cn ff—_ I rl--;a I -- L moo` 2 *141lbtp,� K 4- a o0 0 -INTERIOR . ELEVATION- S UNIT 2.2- SEE GENERAL FRAMING NOTE NO. 8 FOR BLOCKING REQUIREMENTS _ ti 1 +1/41 1"0• it. . I _ I tf rZ Z 21, o" - 2'0 Cp `• of ►', Io" 1, p„ �`- I�l L Gr INTO doh 4 4 a �'- __ i If h, L Z - -' { 'V, � � o Ii a _ I /� L}�,j, G }- -. {-t i i f 1 I 1 GENERAL ELEVATION NOTES 9 �i FJ LIB � fflum 1 - T . Cn ff—_ I rl--;a I -- L moo` 2 *141lbtp,� K 4- a o0 0 -INTERIOR . ELEVATION- S UNIT 2.2- SEE GENERAL FRAMING NOTE NO. 8 FOR BLOCKING REQUIREMENTS _ ti 1 +1/41 1"0• it. . I _ I tf rZ Z 21, o" - 2'0 Cp `• of ►', Io" 1, p„ �`- I�l L Gr INTO doh 4 4 a �'- __ i If h, L Z - -' { 'V, � � o Ii I /� L}�,j, G i i f 1 I 1 GENERAL ELEVATION NOTES _ _j'�` _ _ I D 12 e, W 1 Refrigerator Space F r Range I ' ' c INTO DR I WP• LIB 3 Range Hood \ Ai � �} 4 Plas. Lam. Countertop 5 4" Plas. Lama BacksplashI i I 1 I f 1 i t NOTtri t°J�. j ,LZ+ I — •• Y 6 Dishwasher 24" Space' Ak 7 Wood Baseboard 8 Bar Counter 9 Finished End • 10 End Filler 11 t4v1 IN ItJV W^L. /_ 7 7 .32 Tub 13 60" x 32" Shower Base 14 Water ClosetI 1� 15 Shpwer Head 6' -6" A.F.F. to Centerline 16 Glass Shower Door Unit I 17 Curtain Rod 6' -6" A.F.F. to Centerline _ 18 40 x " Mirror 19 X30" x� Mirror 20 Recessed Toilet Paper Holder 21 22 24" Towel Bar 4' -0" A.F.F. to Centerline - -- - - -' 23 18" Ceramic Towel Bar 5' -0" A.F.F. to Centerline 24 l� 70 CI'UD V-4AL.L- Cultured Marble Top & 4" Backsplash 25 Ceramic Soap Dish X 26 Recessed Medicine Cabinet 27 -Light Fixture pi N I i 1 I i i I 1 >-�11G LA* lz?p 28 2" Ceramic Tile Bullnose 29 Epoxy Coated 12" Steel Shelf k Rod G✓ 30 16" Deep Coated Shelving Unit G E1Z 'VG M1 -s �e� Ind. I`- ( et rA e-' v) Ae, r Zlt S,,e.L.40 IT{ r p I ' I ' WCOO FIStEAcTOP 8 Of [P !/ -fJ0d I/ r w 2x4 oruv wA�l< Fps � o", * 9 er,> W TAP To r � I _ j �; urLpEFZ✓ISiE ; t�.-r v c.r TIL.. -� q+0 M�IGW� C�a1GT - _(� \/Flit►F =r rz, o, w/ u F-, (I�b "woo Tiz�,v` I �I U� t - -- L-6,S4 7 + F I e2 T/T/ T/r o W iam, , KIT Gpt� fit' 7!:)R c ur�u �rz f� (! 4 G 2 I ,o t( OP DETAIL DETAIL DETAIL //f^+'�\ FLOOR - FRAMING - UNIT 2.2 —EXP _ t' /2 fl -- 11,01` I tJ ,11 , 7- -1 AB MEDICINE CABINET 1 GOUNTER TOP 2� 4 �ruo No+.► - �v s 7`}II e je�) ' PLZat2- i�" v'wrtbD Ft-o� 71ZtX� G f 1L.Je,NT GHAr.}NEt�t� � , i t �t/fl 2x 4 u G 4'.0 ,o, �o A —� - -- -- I/4 li, I "O'l it I T - - 77 '.►� VJ D, LOC.KI T`f r - �'D • 11'P1 �o -� - -f t la • I i`�C.0 �� iYFS x� ON �' �'` L , IST Xi W !FIRE �tntP 03 7 ,(,T� G L I pS '2Co C�,°t. 1•ZE�d L. {ENT Ciw+JIJE:L� @ I �" o, o , r �+ RECOMMENDATIONS FOR BRACING 4X2 FLOOR TRUSSES 2X6 STRONGBACK BRACING IS RECOMMENDED IN ALL FLOOR TRUSS FLOOR ASSEMBLIES. AS SHOWN IN DETAIL 10, A 2X6 STRONGBACK RAN LATERALLY THROUGH THE SYSTEM, IS NOT TO EXCFEJ t,, FEET. THE 2X6 4 IS TQ BE PLACED ON EDGE & ATTACHED TO THE C ?. ` CHORD USING (3) lOD NAILS EACH VERTICAL: dr I_® �- C� 'T Z ,- 4 WHEN IT IS IMPOSSIBLE FOR 2X6 STRONGBACK BRACING TO BE A f� CONTINUOUS PIECE, IT SHOULD BE OVERLAPPED BY AT LEAST TWO FEET, } {® ' BY USING THE OPPOSITE FACES OF THE SECURING VERTICALS. IF IT IS if! "i7 Cli IMPOSSIBLE TO USE BOTH FACES OF THE VERTICALS, THE STRONGBACK I §ti :. TO BE BUTTED TOGETHER AND SPLICED WITH A 9' -0 2X6 .SCAB SECURED ;-..- .WITH (12) 16D NAILS CLINCHED. t" g SPANS WHERE ONLY (1) ROW OF BRACING IS NEEDED, ONE OF THE °VERTICALS 9 THE HEAT CHASE OPENING CAN BE USED. UJ DETAIL co Cn a ° _ Iti -- _ O N tl') 4,1, III Oj lir �I'1A»X r _. -- - 4 Too 4 � I � 2y� eMr� ND►.l' b>=. ! ►.� U.I. • ( ) I _ t M J qu DETAIL DETAIL DETAIL a f ! - t • i If 1 WALL !/ r y :! ) •d f I� S. BERIG WALL / �'a �. I �O I 2 if � INT. BEARING I All 71!:, ijFOE, LiC 2?�f w/ NLJ-- T F�r-4 T UJt41 -r= CW V( I Ei�G�'1' WI° R.�rZ r4a ti G �� '� 41e7- L411, 2 8 � `�-� -, pr TlTi PSIs�cti. w x �f,7 r iGPL, __� . P�'� v� P�►1T ifJGoVL , I .-.�� J 1 � . � . � � I � � � '�' - N 4 �Tf xti -WP ef QO R5rti _ I .' °a..' ♦ , -'` ". - f , ^+ ' ` . ...' ilYi /1L" iitl �i'�•s 1 • , u ., T.. e. p o a• '�.. I 4 f�,; i , l _ I f•t�v LKC'* ,n /2 1TrG ^ rI --rt:l �i I 14`iI I.ari fz?':�J' t�iURt.i u�., � (:ter.► gar t✓ �� I � , _ , Or Zlc4 uv -� L 'T► oi`1 ��.t't1I:E� - DETAIL DETAIL DETAIL, _ _ _ _ . , - ,.,,P�• Lam✓. ,�.oF ROOF. FRAMING UNIT 2.2 =EXP oN I� 11 Z I i i�'1 !jam Lil �'•O'1 Irs ! tl . i U �/' e _ ":._._ _ .. _ CORRIDOR WALL K' 2 PLt M13ING VW -L a LAVIDER �2 PIS V J o ro c , aU c ■ i CU 0 C1: 0 n ■ ■ E ! I I ) 1 2�i 0 Gar•!T: F.� �� Y Is J r w ( -- - - -- - u v ti �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number I /� L}�,j, G _ t' /2 fl -- 11,01` I tJ ,11 , 7- -1 AB MEDICINE CABINET 1 GOUNTER TOP 2� 4 �ruo No+.► - �v s 7`}II e je�) ' PLZat2- i�" v'wrtbD Ft-o� 71ZtX� G f 1L.Je,NT GHAr.}NEt�t� � , i t �t/fl 2x 4 u G 4'.0 ,o, �o A —� - -- -- I/4 li, I "O'l it I T - - 77 '.►� VJ D, LOC.KI T`f r - �'D • 11'P1 �o -� - -f t la • I i`�C.0 �� iYFS x� ON �' �'` L , IST Xi W !FIRE �tntP 03 7 ,(,T� G L I pS '2Co C�,°t. 1•ZE�d L. {ENT Ciw+JIJE:L� @ I �" o, o , r �+ RECOMMENDATIONS FOR BRACING 4X2 FLOOR TRUSSES 2X6 STRONGBACK BRACING IS RECOMMENDED IN ALL FLOOR TRUSS FLOOR ASSEMBLIES. AS SHOWN IN DETAIL 10, A 2X6 STRONGBACK RAN LATERALLY THROUGH THE SYSTEM, IS NOT TO EXCFEJ t,, FEET. THE 2X6 4 IS TQ BE PLACED ON EDGE & ATTACHED TO THE C ?. ` CHORD USING (3) lOD NAILS EACH VERTICAL: dr I_® �- C� 'T Z ,- 4 WHEN IT IS IMPOSSIBLE FOR 2X6 STRONGBACK BRACING TO BE A f� CONTINUOUS PIECE, IT SHOULD BE OVERLAPPED BY AT LEAST TWO FEET, } {® ' BY USING THE OPPOSITE FACES OF THE SECURING VERTICALS. IF IT IS if! "i7 Cli IMPOSSIBLE TO USE BOTH FACES OF THE VERTICALS, THE STRONGBACK I §ti :. TO BE BUTTED TOGETHER AND SPLICED WITH A 9' -0 2X6 .SCAB SECURED ;-..- .WITH (12) 16D NAILS CLINCHED. t" g SPANS WHERE ONLY (1) ROW OF BRACING IS NEEDED, ONE OF THE °VERTICALS 9 THE HEAT CHASE OPENING CAN BE USED. UJ DETAIL co Cn a ° _ Iti -- _ O N tl') 4,1, III Oj lir �I'1A»X r _. -- - 4 Too 4 � I � 2y� eMr� ND►.l' b>=. ! ►.� U.I. • ( ) I _ t M J qu DETAIL DETAIL DETAIL a f ! - t • i If 1 WALL !/ r y :! ) •d f I� S. BERIG WALL / �'a �. I �O I 2 if � INT. BEARING I All 71!:, ijFOE, LiC 2?�f w/ NLJ-- T F�r-4 T UJt41 -r= CW V( I Ei�G�'1' WI° R.�rZ r4a ti G �� '� 41e7- L411, 2 8 � `�-� -, pr TlTi PSIs�cti. w x �f,7 r iGPL, __� . P�'� v� P�►1T ifJGoVL , I .-.�� J 1 � . � . � � I � � � '�' - N 4 �Tf xti -WP ef QO R5rti _ I .' °a..' ♦ , -'` ". - f , ^+ ' ` . ...' ilYi /1L" iitl �i'�•s 1 • , u ., T.. e. p o a• '�.. I 4 f�,; i , l _ I f•t�v LKC'* ,n /2 1TrG ^ rI --rt:l �i I 14`iI I.ari fz?':�J' t�iURt.i u�., � (:ter.► gar t✓ �� I � , _ , Or Zlc4 uv -� L 'T► oi`1 ��.t't1I:E� - DETAIL DETAIL DETAIL, _ _ _ _ . , - ,.,,P�• Lam✓. ,�.oF ROOF. FRAMING UNIT 2.2 =EXP oN I� 11 Z I i i�'1 !jam Lil �'•O'1 Irs ! tl . i U �/' e _ ":._._ _ .. _ CORRIDOR WALL K' 2 PLt M13ING VW -L a LAVIDER �2 PIS V J o ro c , aU c ■ i CU 0 C1: 0 n ■ ■ E ! I I ) 1 2�i 0 Gar•!T: F.� �� Y Is J r w ( -- - - -- - u v ti �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number I/4 li, I "O'l it I T - - 77 '.►� VJ D, LOC.KI T`f r - �'D • 11'P1 �o -� - -f t la • I i`�C.0 �� iYFS x� ON �' �'` L , IST Xi W !FIRE �tntP 03 7 ,(,T� G L I pS '2Co C�,°t. 1•ZE�d L. {ENT Ciw+JIJE:L� @ I �" o, o , r �+ RECOMMENDATIONS FOR BRACING 4X2 FLOOR TRUSSES 2X6 STRONGBACK BRACING IS RECOMMENDED IN ALL FLOOR TRUSS FLOOR ASSEMBLIES. AS SHOWN IN DETAIL 10, A 2X6 STRONGBACK RAN LATERALLY THROUGH THE SYSTEM, IS NOT TO EXCFEJ t,, FEET. THE 2X6 4 IS TQ BE PLACED ON EDGE & ATTACHED TO THE C ?. ` CHORD USING (3) lOD NAILS EACH VERTICAL: dr I_® �- C� 'T Z ,- 4 WHEN IT IS IMPOSSIBLE FOR 2X6 STRONGBACK BRACING TO BE A f� CONTINUOUS PIECE, IT SHOULD BE OVERLAPPED BY AT LEAST TWO FEET, } {® ' BY USING THE OPPOSITE FACES OF THE SECURING VERTICALS. IF IT IS if! "i7 Cli IMPOSSIBLE TO USE BOTH FACES OF THE VERTICALS, THE STRONGBACK I §ti :. TO BE BUTTED TOGETHER AND SPLICED WITH A 9' -0 2X6 .SCAB SECURED ;-..- .WITH (12) 16D NAILS CLINCHED. t" g SPANS WHERE ONLY (1) ROW OF BRACING IS NEEDED, ONE OF THE °VERTICALS 9 THE HEAT CHASE OPENING CAN BE USED. UJ DETAIL co Cn a ° _ Iti -- _ O N tl') 4,1, III Oj lir �I'1A»X r _. -- - 4 Too 4 � I � 2y� eMr� ND►.l' b>=. ! ►.� U.I. • ( ) I _ t M J qu DETAIL DETAIL DETAIL a f ! - t • i If 1 WALL !/ r y :! ) •d f I� S. BERIG WALL / �'a �. I �O I 2 if � INT. BEARING I All 71!:, ijFOE, LiC 2?�f w/ NLJ-- T F�r-4 T UJt41 -r= CW V( I Ei�G�'1' WI° R.�rZ r4a ti G �� '� 41e7- L411, 2 8 � `�-� -, pr TlTi PSIs�cti. w x �f,7 r iGPL, __� . P�'� v� P�►1T ifJGoVL , I .-.�� J 1 � . � . � � I � � � '�' - N 4 �Tf xti -WP ef QO R5rti _ I .' °a..' ♦ , -'` ". - f , ^+ ' ` . ...' ilYi /1L" iitl �i'�•s 1 • , u ., T.. e. p o a• '�.. I 4 f�,; i , l _ I f•t�v LKC'* ,n /2 1TrG ^ rI --rt:l �i I 14`iI I.ari fz?':�J' t�iURt.i u�., � (:ter.► gar t✓ �� I � , _ , Or Zlc4 uv -� L 'T► oi`1 ��.t't1I:E� - DETAIL DETAIL DETAIL, _ _ _ _ . , - ,.,,P�• Lam✓. ,�.oF ROOF. FRAMING UNIT 2.2 =EXP oN I� 11 Z I i i�'1 !jam Lil �'•O'1 Irs ! tl . i U �/' e _ ":._._ _ .. _ CORRIDOR WALL K' 2 PLt M13ING VW -L a LAVIDER �2 PIS V J o ro c , aU c ■ i CU 0 C1: 0 n ■ ■ E ! I I ) 1 2�i 0 Gar•!T: F.� �� Y Is J r w ( -- - - -- - u v ti �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number DETAIL co Cn a ° _ Iti -- _ O N tl') 4,1, III Oj lir �I'1A»X r _. -- - 4 Too 4 � I � 2y� eMr� ND►.l' b>=. ! ►.� U.I. • ( ) I _ t M J qu DETAIL DETAIL DETAIL a f ! - t • i If 1 WALL !/ r y :! ) •d f I� S. BERIG WALL / �'a �. I �O I 2 if � INT. BEARING I All 71!:, ijFOE, LiC 2?�f w/ NLJ-- T F�r-4 T UJt41 -r= CW V( I Ei�G�'1' WI° R.�rZ r4a ti G �� '� 41e7- L411, 2 8 � `�-� -, pr TlTi PSIs�cti. w x �f,7 r iGPL, __� . P�'� v� P�►1T ifJGoVL , I .-.�� J 1 � . � . � � I � � � '�' - N 4 �Tf xti -WP ef QO R5rti _ I .' °a..' ♦ , -'` ". - f , ^+ ' ` . ...' ilYi /1L" iitl �i'�•s 1 • , u ., T.. e. p o a• '�.. I 4 f�,; i , l _ I f•t�v LKC'* ,n /2 1TrG ^ rI --rt:l �i I 14`iI I.ari fz?':�J' t�iURt.i u�., � (:ter.► gar t✓ �� I � , _ , Or Zlc4 uv -� L 'T► oi`1 ��.t't1I:E� - DETAIL DETAIL DETAIL, _ _ _ _ . , - ,.,,P�• Lam✓. ,�.oF ROOF. FRAMING UNIT 2.2 =EXP oN I� 11 Z I i i�'1 !jam Lil �'•O'1 Irs ! tl . i U �/' e _ ":._._ _ .. _ CORRIDOR WALL K' 2 PLt M13ING VW -L a LAVIDER �2 PIS V J o ro c , aU c ■ i CU 0 C1: 0 n ■ ■ E ! I I ) 1 2�i 0 Gar•!T: F.� �� Y Is J r w ( -- - - -- - u v ti �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number 4,1, III Oj lir �I'1A»X r _. -- - 4 Too 4 � I � 2y� eMr� ND►.l' b>=. ! ►.� U.I. • ( ) I _ t M J qu DETAIL DETAIL DETAIL a f ! - t • i If 1 WALL !/ r y :! ) •d f I� S. BERIG WALL / �'a �. I �O I 2 if � INT. BEARING I All 71!:, ijFOE, LiC 2?�f w/ NLJ-- T F�r-4 T UJt41 -r= CW V( I Ei�G�'1' WI° R.�rZ r4a ti G �� '� 41e7- L411, 2 8 � `�-� -, pr TlTi PSIs�cti. w x �f,7 r iGPL, __� . P�'� v� P�►1T ifJGoVL , I .-.�� J 1 � . � . � � I � � � '�' - N 4 �Tf xti -WP ef QO R5rti _ I .' °a..' ♦ , -'` ". - f , ^+ ' ` . ...' ilYi /1L" iitl �i'�•s 1 • , u ., T.. e. p o a• '�.. I 4 f�,; i , l _ I f•t�v LKC'* ,n /2 1TrG ^ rI --rt:l �i I 14`iI I.ari fz?':�J' t�iURt.i u�., � (:ter.► gar t✓ �� I � , _ , Or Zlc4 uv -� L 'T► oi`1 ��.t't1I:E� - DETAIL DETAIL DETAIL, _ _ _ _ . , - ,.,,P�• Lam✓. ,�.oF ROOF. FRAMING UNIT 2.2 =EXP oN I� 11 Z I i i�'1 !jam Lil �'•O'1 Irs ! tl . i U �/' e _ ":._._ _ .. _ CORRIDOR WALL K' 2 PLt M13ING VW -L a LAVIDER �2 PIS V J o ro c , aU c ■ i CU 0 C1: 0 n ■ ■ E ! I I ) 1 2�i 0 Gar•!T: F.� �� Y Is J r w ( -- - - -- - u v ti �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number �Q Jx 1V N a z 1 2�Ccp C,f�i'(; �Iti.LV Q z C) STRUCTURAL DESIGN LOADS Z FLOOR J ' LIVE LOAD 40 W O DEAD LOAD 25 TOTAL 65 PSF cc Z CORRIDOR W W U LIVE -LOAD 100 c, DEAD LOAD 23 /� '� TOTAL 123 PSF v CC BALCONY LIVE LOAD 100 Z DEAD LOAD 10 ' _O TOTAL 110 PSF STAIR `x' LIVE LOAD 100 PSF f CONCENTRATED LOAD 300 PSF O Z 48 ROOF TRUSSES z O LIVE LOAD 20 W SNOW LOAD 15 od — DEAD LOAD, 10 TTOTAL 45 PSF Q Z TRUSS DIAGRAMS WILL BE a 0 � SUBMITTED BY OWNER PRIOR J — TO ERECTION. O _ � _ I m — Q -J J I r J — O = LL F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number F J J I� 0 N 1 J 0 GENERAL. lRAMINC NOTES 'l. 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 �i locations unless noted otherwise. Provide solid bearing in truss spaces at all column locations. 4. 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 walls. 4 7. Provide ladder framing at all exterior and interior intersecting walls. See Detail 9 /AID 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 6 Recommendations on Bracing Wood Trusses - BTW -76" by the Truss Plate Institute. 10. Heat duct chase in floor trusses are not to exceed Idllwidth maximum. ♦ -TT 11. Use Southern Pine 112 kiln dried lumber for all headers and heama_ h C O YJ CL) E c a � 3 Q a> a U M Sheet number