|
FOUND.NOTE FRAMING NOTE
<br /> 1 SLAB ON GRADE FLOOR 4'REIFORCED CONCRETE W/#4 REBAR 12'O. EACH WAY 1 ALL WINDOW HEADERS TO BE 2-2X10 UNLESS NOTED.
<br /> 3 112X9 1/2 HD HDR
<br /> 2 SIMPSON HOLD DOWNS INSTALLED ON DOUBLE STUDS TYPE. 15$BLDG PAPER ..-72'GYP.BD, ��ya- 2 ALL INTERIOR BEAMS&HEADERS TO BE 4X10 UNLESS NOTED. r---- - — := .aaC=l=alb lll�
<br /> 3 EXTERIOR FOOTING EXTEND TO DEPTH OF MIN.18'BELOW HN.GRADE. 1 3 ALL EXTERIOR BEAMS TO BE 6X10 OR 3-2X10 UNLESS NOTED. 1 I
<br /> 4 USE HOT DIPPED FOUNDATION BOLTS,NAILS.AND ANY HARDWARE 112 cox PLYWOOD - R-21 INSULATION v W^" 4 NAILING PER TABLE R602.3 LRC TIP. - ' =A- 4 I ' 111411
<br /> I e I "'
<br /> • THAT MAY COME IN CONTACT WITH THE acIT PRESSURE TREATED LUMBER I� �1f 5 H.D.s ON THE CORNERS MIN.3'FROM EDGE _ _ kk {p gF
<br /> 5 PROVIDE MINIMUM OF 3•X3BY 3/16'IHICK PLATE WASHERS i-� 1,t i/0 Q 6 USE HW TOP FLANGE HANGER FOR BEAM TO BEAM FLUSH CONNECTION - I I d I I I I I F 14 I I I ( ; 8
<br /> 3' @12'O.0 E.W.
<br /> ON EACH SILL BOLT. c A� --- I I Id I I I I I , 1 Y 8 1<
<br /> 7X P.T.SILL PL 3 7 DOUBLE JOISTS AT HOLD DOWNS , A x•
<br /> W2W.12'%12•A& �? um 2RIGIDTHFltM4L AM —_ ' I I I1 1 1 1 B Gj
<br /> 3 OCd G__CS___. Opl INSULATION MIN.2'W SHEAR WALL I �., r
<br /> ,.emT.. AT MINER 3• I I I 1 I # "
<br /> n! ,OP I
<br /> G1(11W d1/ �AC(.I 841-4"0.0 MIN. 6`_—_ 7 I , , I , I I Q
<br /> IaIIJ. 2 Ea. a � 2-16d 6'D.0 ; DO_105T I—VI-- - l I i_ 1 , 1 11 1 1 1 1 A g,
<br /> FINISI i ? fGi1" . ,�� —a GRAVEL BEDDING ,6aco.c w1z-,6c@ Q x I I I I II I,
<br /> (7Y3008 : RDOFr yo•-IQI- �, �,,,� /,- ,i,i 9L�, 10LSTfiD ® ---� 117/8 T11 E1R11,150 (d16'O.FTIY1P.
<br /> 4'SLAB . - , , I I I -I1= EMMMEN
<br /> w/#4@12.0.0 5 7L a s immai-
<br /> 1,
<br /> I t V I I I I f
<br /> X72 LCE W • 6MBLva lA1'SfJd15 t2�8d4 ) 1,Ail_I{� �—'k1 ------- I� 1 I I rE
<br /> *747,.4AfMr-41Z
<br /> 11Z 2•W4 BARS CUNT. d, 161L; x III.a I I ro I
<br /> GYHiF.F1GDR ' io ,MNLFDDW/ ,fl ��i.. ���11 13/4X117/BENE } ..i.,lx '^ z
<br /> tort,IE •.c :"``�`�'�`§ cORORE BEYOND&6/G MIN. ,�y�:, _ m -7� w/HU HANGERS —•—•—• -i 2X12 STAIR LEDRER TYP. O I� I r.
<br /> til>• � N FOOONG D)GBBtIRC ,. �:�' HLS FA(71 SIDE - .f —_—_—
<br /> '- - A35@24'O.0
<br /> 161 L
<br /> 4'GRAVEL BEDDING ,\�\�\<. SNL' '(� tONCENO.Ox —'—'—'t 2X12 STAIR LEDGER TYP. J j r
<br /> x
<br /> #4 @ 12'O.C. TIL /y 1 4' UND611RtBE0SOIL�(lcff • ^ ` _ glp J p11•=1 rat /�
<br /> Pd CONCRA.ON if p fl`.
<br /> 7-144/5' E SHEAR WAIL `��, - - - - I SI I I I LiLi
<br /> �(��'•
<br /> UNDISTURBED SOL ,f(11� -
<br /> f W FOUND./SLAB TYP.1 117/8 Tr p R 41,15 41 @I1 6 0. ..111P. I --- col
<br /> INT.WALL FOOTING TYP.2 SHEAR WALL OFFSET DET.3 .
<br /> SCALE 1•=1' SCALE 1'-r
<br /> <10
<br /> _sT_-_ , 1 d1s II � �- - ILII B1 ;s . :I oW
<br /> 36,8, I 1 1 , I 1 I ,
<br /> SHEAR WALL
<br /> — �� i ' I ( I ;( 1 1 1 1I
<br /> 5'-t0' 12'8' 12',2'/ / / / 6'11' SHEARWALL BO,TOM 1IL,�_ _—_ I ,L I I I I CO ry Q
<br /> ® 5oi®ULE AI'- _ '�1 I I 1, L11 w K
<br /> PLATE NAILING PER V' •, ,F I I ( I I }. �:��.�aC=• '���
<br /> 7'-0'• 9'11' NAIL AS RI UI•I 3112X91/2 HDR` HDR O = W�! z_ /� ¢ m
<br /> r--I l
<br /> \ L�Ji r , LU m 173
<br /> `F 15Li I L .*— ` O
<br /> PER PUNS STRAP II,I �I
<br /> I i I 4•RC CONN'STAB I UTILITY '- ;IM rAl UPPE3=3R FLOOR FRAMING = m
<br /> m
<br /> m .. T.aIYllw.t54.o1 1I W/#4 1
<br /> I 1 1 &6 UM VAPOR BARRIER ALL EXTERIOR FOOTINGS ARE 1'�'U.O.N. /®
<br /> 0
<br /> ..,
<br /> \ \ I 12'THIIXUNDERINT.BFARINGWALIS 1 V ECC POST CAPW/STA30 Q® `/\
<br /> T.O.GARAGESLA8154.0 1 ® 4 RCCONNCSLA6 SHEAR WALL OFFSET DET.3A
<br /> I - --�J 2O W!#4 REBAR 12'0.0 EACH WAY k ,._1' VERT.STRAP LVL TO POST
<br /> 1, 4'-' 1,2'-0.1, -0 9'-B' 3'-2 T.O. 4AAGE SLAB § - ._ _ I _ _ I ..
<br /> § DBL STUD
<br /> \ r_- m r, 1 IIF--t- I 1 1 1 I_h_I ! ,- ,,..
<br /> I , 1' 'p„I 1526 b\ ® ,1 1/ I DR I I I 1 , I I ,HDP 1 ,I I J.P p ,;,.
<br /> -\ ti_1 �S 9'-0• b, 'BE-A-MPLYWOODIF#qI} ������ •'�-{+-I I Im �� i.0.3.".6V
<br /> 9`o.1.....0417-:
<br /> -: "'
<br /> TA.ROUMD.154.0 I �ymJ�� N I I m
<br /> 1: J J
<br /> I - I I I QI , I , I II I aS'
<br /> �� sa. �© �,'l �' I I I I !!l I I I I I I I ! III-L11 II I I IIlmI �— °� . f3
<br /> 1 1- TI,RS -1' Y I , I I I i 1 i I 1 IID
<br /> s2s a ,�4o--,l y �� . H 8-1 7/ T I R 3 0 1 •0 C Y P � I.!.•.
<br /> //�.�\ illik ;;DDLR,1 , n YAM m '- �. I �' • 16LUNGt 1 1 1 l oll4 =$�'' -..,, .
<br /> PSI
<br /> BEAM
<br /> - r
<br /> 721141'
<br /> PERS HANGER
<br /> MERE I , , ,. , I ,�-{-,111 • ,Qli ,
<br /> Mli mW4Fv I i l l l l _ _`__ LL •
<br /> _
<br /> L1)7 -S 15'-2 �/ PSLBEAM o I I J11- UPIJFTHNG(N101$TSIM/ I I 11 ;l 1 NII_
<br /> I 1 4'RC CONNC SLAB m NOTE: __ ___ f� `�11 - r
<br /> I L 4'RC CONNC SLAB W/#4 REBAR 12"0.0 EAQT WAY m T •
<br /> SO BEAM SHUL BE o I 1 1 �D I ( I�I I `�-m—!—
<br /> ^1 W(dt4 REBAR IO CIC EACH WAY 1 T.O.GARAGE SAB 1535 PER MOST RANT 1 I I I I 1 ® , �u OVER
<br /> \ \ 4- _ __ I &K MM UNDER
<br /> OR BARRIER I I
<br /> Q I 1 12'THICK UNDER INT.BEARING WALLS stMP50NSGTALDG 2X12 STAIR LEDGER TYP.
<br /> +—
<br /> IS r.B.FOIB.,sa.Dl I T.O.GARAGE SLAB154D ALL EXTERIOR FOOTINGS ARE 1'4'U.O.N. \ -- ---- 11 r I
<br /> i I I ,�, J I , 101ST BEAM TO BEAM CONNECTION TYP. 41 —_ _ 1u 1 1
<br /> e I 11 I 1525 r--____------ JHS 1 2X12 STAIR LEDGER TYP.
<br /> L J L 1 ,I J- ." I I I I I I
<br /> J �i INT, , I� -,—- . © ICEY: =�I 1 I — — I I ISI I I I qF_ OVERS �_
<br /> ® e HOLD DOWN HDUS 4:7-
<br /> 1 ' 1 UPLI HNG HOISTS CNTI 1 1 1 I _1 I ,1 '11 = '
<br /> 2-CSIfi 1'hI1 `-6LKNC 3— o 1--
<br /> ' 5'-10' / 12,8" 12'-2 / 6'-0• / I I I I I I!I 1 1 I I I i I 1 B, I I u X o
<br /> INTERIOR LOAD BEARING WALLS M • �—,_W
<br /> ,�, FOUNDATION SYSTEM J 1 H I�. 111 7/> T II I P R 13,3i0 k116'0.C"'Y P.I I I `�I 1 I�q -
<br /> '
<br /> 13 POST
<br /> 2X4 011 I I 1 I101 ' III I I I 1 ;=1 I i 1 I I II� I I t—
<br /> OFOUNDATION STUDS 2X6 11 I I I I '
<br /> i
<br /> I
<br /> m"' r 0 POST 3'BY 8'THICK CONC FOOTING W. I I , I I I
<br /> _ I ❑ I 2#4 BARS EW.TO SUPPORT POST/POINTED T• _''"''s: 'W#1----4. 1 I I I I PROJECT:WETMORE
<br /> I #5, II1 I I I 1 HDR I I
<br /> 1 I '---� LOADW/POSRIVECONNECRON ,A�II''
<br /> BEAMS: W a—�-�_3 I_,,I- r■ 1�- I_ I 1 1 I _I� 1-'I� GATE; 04/25/2017
<br /> �l
<br /> 1111 1 lir MILD RLE ALL NEW
<br /> O Br © © BEAM#1 312 X 11 718 PSL ©� FILE N.M.
<br /> 1 BEAM#2 312 X 11 7/8 PSL /
<br /> BEAM#3 1 3/4 X 117/8 LVL Co CHECKED: N.M.
<br /> BEAM#4 312X117/8LVL OR4X12DF#2 \ 4 3 2 1 0 2' 4' 8'
<br /> FOUNDATION PLAN CORNER HD. DISTANCE BEAM#5 312X91/2PSL
<br /> MIDDLE FLOOR FRAMING SCALE:1/4•_1•-0- EI2iE 2-4
<br /> BUILDING 2
<br />
|