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HomeMy WebLinkAboutB14-0153_S3_1421429100.pdf 4.0 F1,4 :seiiii./ . 6 id m S6 lot � +e. D4 X AF, G>6 «\ e 'af la°, Va'' 13/4x117/8 LVL LEDGER C0‹ -TO UNDER STONE w/ �Gs J 01/16/15 (3)-LEDGERLOK SCREWS y © 12" 0.C. ��� 17171 -I J _ -,.. L-1_3 _L - - - - - 1 - Q49 11 29 N Co El (E) L4x4,44 EA. SIDE i0' OF OPENING —0 R=MAIN rn 1 PACK OUT BM. WEB (Sc �`L1 3 �� Q) I (3) 13/4x117/8 LVL B KG. BTWN. JCISTS 3/s" 2-12� 6 (2)-11 /89 U DER STONE, TYP. Z °' LEDGER UNDER STONE LV ' r 3 3 HSS 4x4xY2x - r.o w/ (3)-LEDGERLOK S SCREWS © 12" O.C. > ; r' BM. LENGTH (n a N J J Q9 = ® STL. BM. z � X• [f! -A IGN w/ & DOUBLE PER PLAN Q 'L o_ LL I I co JIISTS UNDER STONE I- N N N I ® 6 SCALE: 3/a" = 1'-0" C NMIEF r 2)-117/8 DQ,TYP. J Cl STOM STL. HANGER: 3/8" BASE & licli`°� C HEARTH w/ zz LVL iY4" SIDE R's w/ (2)-3/4"0x3" _AGS Ln°x0 N o0 to STONE BELOW s 28'-0 N 0 LVL FACE T.O. PLYWD. STEP .0. 00 (2)-117/8 LVL ,4I^ I 1 'LYWD. OD TL YP. W10x33 (2�'-63/s) IC i o 0 em ..�....,.»M „ ,,, „ U ,yI^het i .. - V\ ❑ L161 , r 10 CC m 1,+ 0 I I OD TYP. L J 1 Nti tx+ © r � > ' 5 (2)-13/4x117/8 LVL CONT. QJ TYP. .� OS J .\, 2T90'-. /$ tx+ TO. PLYWD. S4 OD TYP. �+ �G' 3 STEP T.O. PLYWD. 10 9 • f' (CRIPPLE WALL CN BM.) n S6 4. 29'-85/8 _ S4 PPSSII °' S6 T.O. PLYWD./ STEP T.O. DOUBLE JOIST & N i PLYWD. ALIGN w/ STONE H `.co II M Il fl ® al nm o N , r _ ,'r (E) CRAW SPACEOOTO MAX.E _ © TYP. tis 7 OX TYP. HEIGH- OF 4' 1 /8 FOR 2x6 s © 16" O.C. ► SR+ HVAC AND WIRING7e,Typ.L6x6x546 J L© W10x19 (30'-0Y8) ©J „Q TYP. o (BBQ TYP.J R+,, LET-I N EA. � TYP(30'10 1� , r r ,r , r H , � 's 3 J i L SIDE (30 0)6) I © © TYP. I.P. I o o T J N o, U S6 L - - _ I _ _ _►-� -� L - - � - ► I 1 "� VIII ami Illi 11111 'mi 'n 1111 MI 11111 PIE m�. is III 11.11 111 1111 Ya" KNIFE PLATE w/ (FF71 1111111111111"1. r� _,.. ' BLKG. BTWN. JOISTS \ 3 " (24 „ JJ TYP. I (GG5 TYP. h (2)—/4 THRU-BOLTS AINI S3 L'1 UNDER STONE, TrYP. - RIPPED LVL LEDER p El w/ ;6)-LEDC-RLIOK BLKG. BTWN. JOISTS r�•.i, i SCREWS 12" Q.C. UNDER STONE, TYP. �� 6 _l 5Y2x9 G.L.® A.Y.C. a� 3 o S3 0 M 3LKG. UNDER / I I o o 0 0 1 rn o I Io 30 -25/8 1� ysS Ct i 1� " (2)-R RPT _VL © 16 O.C. (9Y2 MIN. DEP H) I 3RG. WALL, TYP. r� o b 1 �- �` o R , r ► - �- �-' " r� r__ o T.O. PYWD. -f- o� �. N) 0) - _ sr+I ` 1 (JJ)TYP. N d- 0-)—1N `� x L® TYP. 's 4 \_IR PPED LVL LED1 ER X X N 0 S6 RIPPED LVL's @ 16" D.C. w/ (3)-LEDGER OK- V.I.F. o o_- o_ r o (CO TYP; ^ s/ ® U SDREWS © 12O.C. T.O. DECKING „ o X -�? _ �� (JJ)TYP. C12x20.i (JJ)TYP. (2)-117/8 LVL © 16 O. o � (1 ,T J L J J L C12x20.7 y�� I � N •,,i tx+ C7 Uj� R U F 4 C{ +�`+I16 tx+ 4 / ,\\b +tx+ (3)-13/09Y4 LVL o (3)-13/4x7Y4 LVL - I� •v Dc �� ® �y �, g I I 1II 5� `� ��� 8 �3�� �� �,� �� / '. __ � +0 111111 2x12 STAIR 3)-2x10 OR 3Y2x .L (A.Y.C.) 56 +6 +5, +�, +6, +6, ��1 8 ` y ' O �-.� STRINGERS , r , r TYP. J © 16" O.C., cV CC TYP. BB o ®TYP. J IL _ - - - - S6 S — _. � p 56 A+ TYP. X +i16 C12x20.7 CONT. R+,� (E) CONC. (2)-#5 HORIZ. SAWCUT DAMAGED cel \`- NI 4 S S5 Ix+��� +���° NORTH CZ WALL C°? TOP PORTION OF (E) CONC. ) (B 3) D,+ D,+ 1 /4" p1 Ilq N. N WALL ,� (2)-2x10 26'-0 _ �c�� sec9c MAIN FLOOR F PLAN SCALE: = 1 0 �IdO�UIIII lg1r T.O. DECKING • 0 PLAN NOTES FOR NEW FRAMING: _ \ 28'-6Y2 T.O. (E)W. 2x10 © 16 ' O.C. 1. NEW INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I u`• EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: KW/A > NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ lo EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e 1 3Y2x9 G.L. (MIN., A.Y.C.) NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: OA TYP. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p 2. ALL POSTS ARE LABELED AT THE TOP. z 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. designed by JMO t° drawn by CLR 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT TDO #5x1'-8 V.I.F. DWL.'s CO) (1)-#5 HORIZ. HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). checked by 12" O.C. DRIVEN INTO C4, BOT. %"0x6" HOLE, TYP., 5. "0" INDICATES CONNECTION TYPE - REF. Si FOR SCHEDULE. issued U.N.O. 0 SCALE: 3/4" = 1'-0" 6. ALL NEW FLOOR JOISTS ARE 1174" BCI 6000 1.8 0 16" 0.C., TYPICAL, UNLESS NOTED OTHERWISE. PRICING 2/4/14 7. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). REVISED 2/24/14 REVISED 4/15/14 PERMIT 4/21 /14 SAWCUT (E) SAWCUT (E) REVISED 5/14/14 CONC. WALL TO CONC. HEADER REVISED 6/13/14 (N) HEIGHT 2'-0" REVISED 6/24/14 PER PLAN N SEE ARCH. FOR STAIR 28'-6Y2 - - - 28'-6Y2 RISE AND RUN TYP. REVISED 7/21 /14 T.O. (E)W. Ci' T.O. (E)W. a :01.0.6.°24t'll • REVISED 7/25/14 (E) WINDOW \ (E) WINDOW . REVISED 7/31 /14 #3 CONT. IN EA. • • oi�r��`i��`�` T.O. NEW CONC. OPENING (3)-#5x18" DWL.'s EA. I OPENING NOSING � » PACK WEB SOLID FOR HANGER REVISED 9/9/14 WALL (AFTER SIDE DRIVEN INTO 5/8"0x6" #3's © 12EA. WAY ATTACHMENT W/ /8 THRU-BOLT > ® 24" O.C. (STAGGERED) SAWCUT) HOLE, TYP., U.N.O. .:)col 30 -25/8 ---- PI,'-" _ __ �� .,1 T.O. PLYWD. -- ► sheet 26'-9�/8 IOlb I ,,,, o H=__=. ����� 29'-85js r T.O. (E)W. M. OV TYP. ilk Q TYP. T.O. PLYWD. INFILL/GROUT (E) (4)-#5x18" DWL.'s © ( ' ° )) 2'-8" BOT. DRIVEN INTO %"0x6" 2'-8" 1°3.-7;4°44.910:t'1"'� �' 2x6's PER PLAN WINDOW OPENING TO MATCH (N) T.O. / HOLE, TYP., U.N.O. '' '''- WALL 3 » `� ,0�, 4/4 �`% SIMPSON LUS26 4 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" TYPICAL EXTERIOR STAIR SCALE: 3/4" = 1'-0" 0 SCALE: 3/4" = 1'-0" S3 JOB #1401 - 09