Loading...
HomeMy WebLinkAboutB14-0153_S3b_1421429100.pdf 4.0 F :c.034/0*. IL IIIIIIIIII / Z lig • 6 igt i'r! S6 = =_ 61 6 1141 = S6 S6 f.f.fao) 1° 13/4x11% LVL LEDGER = - =IIIIIIIIIIIIIIIIIIIIIIA UNDER STONE w/ = El 29 01/16/15 (3)-LEDGERLOK SCREWS = -_ © 12" 0.C. - :. a uiui, i I —IIF 1E1111 7 I 1-1- 71E1- - - - — _ — _ — III II II II II II II II II II II II VIII III Tiiiiiil 17 7 Will 0) Ina) Lo PACK OUT BM. WEB & Q-) ••= N APPLY 13/4x'17/8 _VL 2 -2x100 BLKG. BTWN. JOISTS L J U o LEDGER UNDER STONE r UNDER STONE, TYP. 1- -1 Z01 ^o w/ (3)-LEDGERLOK TO SCREWS © 12" O.C. o o o (E)-2x10's @ 16" O.C. _ 0 N 0) _ N N Z X HI 'I'N ! J ALIGN w/ cic DgUBL < C • a CN J_�JCISTS UNDER TON ~ J N N " o I J D C 2) 2x1. /7;\r YP. 0 - -I cn Z c HEARTH w z STEP T.O. ❑ 0 a / PLYWD. I U _ Nin STONE BELOW 28 -0 U :LKS . B WN. JOIS S T.O. PLYWD. ND R 'TONE, T '. ao + XO o .. r x DU ITYP. V�10x33 (2�9'-3I3/4) - U _IIIIIIIIIIIIII +��� �O ® DU ITYP. I QU�TYP.I - - J m �+ L o Q =I 2x10's © , u) a_ > (2)-13x4x117/8 LVL CONT. Q TYP. s�G' Si /v. 4 29'-6 ^ 16" O.C. � T 0. LYWD. zcI® DO TYP. 1 UQ�TYP. ----J STEP T.1D. ' 0 2x1 (M N.TT 10 9 rn PLYWD S6 S6 rDOUBLE JOIST & N I 1 / ALIGN w/ STONE �, — _ RI FT 17 o =- UNDERFRAME FLOOR ABOVE o Il C)TYP. © TYP. (E) CRAWLSPACE TO MAX. I 9' 6 HEIGHT OF 4'-'1% =0R T.O. PLYWD. STEP T.O. HVAC AND WIRI\IG (E)-2x10's @ 16" O.C. (AA� TYP. W 1Cx12y ©� PLYWD. ©o r (29'-'93/41 , N pp z II QV TYP. 3 o i IT J 1. S6 El I 1- J N CO 1 i N I: • I `: 1TI I ITV1111TG 11RI� S 3 2x10 LEDGER w/ / _ OZ 30'-0 (5)-LED EDGER K BLKG. BTWN. JOISTS CONTACT ENGR. FOR T.O. PLYWD. : :5). 5Y2x9 G.L.® A.Y.C. Z SCREWS © 1 O.C. UNDER STONE, TYP. -IA GE OVCE JOISTS / Ill o '-zi HAVE BEEN SELEGTED ct BLKG. UNDER a, 0, Qtt i g BRG. WALL, TYP. I I 2 -SIMPSON LS90 w6- 1� - _N1 1� - - m 1. At (2)-2x10 © 12 O.IC. OR 2x1r @ 8 0. I N N CDI°�' 0 (3)-3/4"O LAGS INTO TYP. - I I N ,n rn N - END OF G.L. BM. (6" 4 2x10 EDGER w ) o o �® TYP. MIN. PENETRATION) S6 (2)-LEDGERLOK 29'-6 0 o LO r o' 0 SCREWS © 12O.C. T.O. DECKING )- „ X cj (2, 113'8 BCI 90 © 16 O.C. N DA TYP. 5Y2x10Y2 G.L. (A.Y.C.) = _ I I— r . • I S+ ti� �� 5Y2x10Y2 G.L. (A.Y.C.) 7024, 1 a1� 111 — // � 4 "fik� 2x10 STAIR G'� T7__ l3)-1 3/4X7Y4 LVL - ® YP. — STRINGERS, \ d— — — Q TYP. �� ��J\ I+� �IIIIIIIIIIIIII� J © 8 o (3�-2x10 OR 3Y2x5 G.L. QA.Y.C.) �` +6 ��� S6 O • --) ,_ _EL_ _ _ . _ . _ ii H _ . _ 1 (•\/' CC rTYP. BB, o ®TYP. QA JYP. S6 I x 5Y2x10Y2 G.L. (A.Y.C.) CONT. N cy N `'B> ABB) , S6 ,� (2)-2x10 1 S 26'-0 CC T.O. DECKING 2x10 © 16" D.C. C 3Y2x9 G.L. (MIN., A.Y.C. — I Q TYP. NORTH MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" ,; lplll�l°lll, PLAN NOTES FOR NEW FRAMING: - designed by MO drawn by CLR 1. NEW INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I TDH EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: VAMP/, checked by NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e issued NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: El SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 PRICING 2/4/14 2. ALL POSTS ARE LABELED AT THE TOP. REVISED 2/24/14 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 2'-O" REVISED 4/15/14 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT SEE ARCH. FOR STAIR PERMIT 4/21 /14 HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). RISE AND RUN TYP. • " • 5. -0- INDICATES CONNECTION TYPE - REF. 51 FOR SCHEDULE. clAnit 6. ALL NEW FLOOR JOISTS ARE 1174" BCI 6000 1.8 0 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. #3 CONT. IN EA. ����°i��o��o�� 7. EXISTING CONSTRUCTION IS INDICATED THUS NOSING ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). #3's © 12" EA. WAY "pp- 30'. 0PLYWD. STL. BM. or ,,, X PER PLAN sheet T.O i 29'-6 �V TYP. o "' T.O. PLYWD. • � �p 6,, , em TYP. ( �� � o � BLOCK OUT JOIST ENDS / 1 0 _ ..„„ , 0:5„..„0„.„..,-4,-,o 'Z ��O!r; AND HANG WITH SIMPSON 9 43/4,, `��r L30 EA. SIDE, TYP. TYPICAL EXTERIOR STAIR SCALE: 3/4" = 1'-O" 0 SCALE: 3/4" = 1'-O" JOB #1401 - 09