Loading...
HomeMy WebLinkAboutB14-0200_S3 STRUCTURAL FRAMING PLAN_1405626840.pdf 4 404 F 1,4 el" ., Adt1411tor% 14 1— 7 id m 90 + og' 031 lao) 1 07/17/14 EXSTC. S.O.G. 2x DECKING PER ARCH. ON RIPPED SLEEPERS ON L WATERPROOF MEMBRANE (BY OTHERS) ON 'T&G PLYWD. r „ ;alp L J 1 d a ' T I i Iii. SEE PLAN �� ® ®®� ��� T.O.W. �kdpN ° RIPPED 2x10 JOISTS a PER PLAN A s� 05/26/14 1 �J\ `L+� ° S2 +6 Q"" as rn — 3 I I I 4 � (�4) 1 /4x1¢ LV t} OR W8x28 .(ncp cnr° 7 Fr I f T T I I I d Ti- "i0; Z O / / /\\i - o \\i\/i\/i\//\//, r \\i/;�/��/��/� A A #5 s VERT. © 16" O.C. 0 piAk L (E) 2x10's © 16" O.C., TYP. ��� z �' X • 0U7 L ‘17lu' 4„ �„ ani kc c +6 '— #5's CONT. HORIZ. © 16" O.C. Z f � 61 0 � co T.O. PLY D. •�� 0 _ > ,�1 Ti Lo ") pc+l a +� XO O CD— I CC U my A 2 '5 ,,,- x— lc ,,) �� L o - ' — — L _ _ _ i_ ci: , i� — (Z)=—' W12x45 #5 DWLS x �1 i — - _ (3)-13%x9Y4 LVL © 48" O.C. rT, (3)-2x10 . 7 I 6" r a ca - - L (2)-#5's CONT. HORIZ. °A U 1�1. - I TOP & BOT. Y2" EXP. MAT'L, TYP. 1.1 � rsJ o CONC. SLAB ad H \''D-4-6 (2)-13/4x9 4 L l PER PLAN 60'-15 r n 50'-5 r 4 T.O. PLY D. > _AL 50'-O ° A a A T.O. SLAB (E) B M. JT.O.F. \ o a ,i, a A `�;�:'o,. p--�--4 — .`,1" CONTACT ENGR. w/ (N) � ,:� ,, •.=o � N Il x °mss . �\��• /�O ,� BM. ELEVATIONS FOR -� +k+ , ‘ CONNECTION DETAILS C +� �� PERIMETER DRAIN 4" 8" 4" (1, I I H- •Z PER SOILS ENGINEER / / /aL / L161'-5f I w T.O. PLYWD. I I C W10x22 r- (3)-1 4x11 IY4 L1L(3)-2x10 CR Wx13 7 SCALE: 3/4" = 1 -0" . I • � (N) RIPPED 2x10 �k NOI O.C. / MIN. DEPTH) .' I FOR C Ix+ BMs ALONG PARTY CT) 11 WALL, TYP. L - - _ - 1 - _ - L - - J1LIJ _ I (3)-13/4x117/$ LVL OR W8x18 L 71.1 L - • — • — • — FULL-HT. BLKG. BTWN. (N) CONC. WALL r�J�+ ,i BELOW I�� �+� JOISTS © BRG., TYP. pahl Y 610 PLYWD. �/ — —.' Mir � _ 60'-5 NORTH ► —/ /— — , — T.O. PLYWD. MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" \qv, JOISTS PER PLAN STL BM. PER PLAN W/ PLAN NOTES FOR NEW FRAMING: L CONT. 2x R DRIVE-PINNED H TO TOP FLANGE SIMPSON LUS28. TYP. 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® COL. PER PLAN SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p 2. ALL POSTS ARE LABELED AT THE TOP. designed by TDH drawn by CLR 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. checked by JMO 4. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( )• _ COL. PER PLAN issued BASE h': %"x10"x0'-10 W/ (4)-Y2"0x10" A.B.'s Y2" EXP. MAT'L, TYP. PERMIT 05/26/14 ON 1" MIN. SHIM & NON-SHRINK GROUT A V moo, •ie • � .., o0 0 S I \�\ I I %\\ \ O /l SEE SCHED. FOR REINF. o sheet EQ. EQ. SCHED. WIDTH / / (�' ° )) SCALE: 3/4" = 1'-0" ) o )) J03 #1404- 20