HomeMy WebLinkAboutPLANS WITH NOTES - 02-00062 - Continental Park Apartments - Nine 4-PlexesGENERAL NOTES:
I. L91S low JW RR 6Y RGISEMAIM! OR M PARKER WWI
sLesinulc rsPRwN. ¢ m SDnI "EMCEED 0Y nx WN`R "OR ON
IR s KONTANIM " No: LCREI . M WAWSE a DDSMw,L
M MORN KRIONLED.
3. EfMMCANT RWS MRY ENGNEEN/YICMEG W Nrt PYRPMI.'%5.
MRNW D N N.S NO/oR SPEC'MIGIA6 0¢OR ftMC¢ONL NM Nn
NONK N. mNL CAPS.."S DINERNSE DIRECTED. ITS NOT,
SaNNI LEAOiaM[NGis swt TONS. No BE FEAwI[D.
5. ECMRCIAL NNLL HA'Y NL C¢pIKNS. WATOONTE N9
ELEv.BYM. flc. AT )NE NA NLD NWS CMAYY.rc MIRN PIKOMD
BY NL IRIIXSCO Ml YALE pfMMS.
.. 9Yi ONMOS . K RMKO BY )K ENT¢R/NOFI[n NpM
TO EIHRRIIJN DR EMCION TM Nn PAfIgKwRD OR NN¢FLNRR-
¢.EO MNCKN6 NO 9NLL M SONRED N • M(rESWNK
Ex'SEG REGISTERED N M VAIL HERS NK SSRMIOR SONDES.
!. 9EE5. M'JONS. EON-. NO NIOi S OF EMPDEM 9WL K
,,W N ME SERO Roo EDWTIN NYIIEICINERs (lLiR(16)
PALLY, To
FNNW aRN ¢I MINAAMN, A 5FP%MIL IRI¢111R .
0. rcNWARY BOCND 9WL K "POINDED MDASfR NCCfSLM TO )YE
CMC ¢ NL IAbS 10 MNN ML SIROCIVSO NY K SIBIEnM.
wUp11' RA. SlCll TLti15 4NLL K LEFT N FENS A! I. M
TMK AP1M0 FCB WM. OR UNE NL ME STRDCT N. E¢NMR
NSTN .
). OINY' NO NFG ETNWN DN ME QONNTN M NOM INNER Sat,
¢G LANDS M ME STNRTTE MDM ME LNITS O KWN LbO.
N CON NCTOR Np NL SIBCODR)CfORN SNL KRIMN Dq MINE MO
DUNES N A NNE" CCKOAYL 10 M N6EN/RS MO AORKKxIS
AS WALED x ME IW) O DN NRDRO CME. (M uMF ACCGRD
LOTS IDDMO SF M LMN BMGO OTON5).
E. NAME NTEo N ADWEO M M NNONL OF Y OR ME
UNION, KATY CME ME )IE ASFITISOUFF M M O'w" M
MNIRACTM.
10. CONRKIM SNL K KS069E IM NNEN ND NDI[CIOII MIIM
NO q.RLEM IoM AM M.
BRICK VENEER NOTE:
I. aLL 1p 5,41 K SA WO TAS 10 9Mp1 MI NTE INN 3 41NE
RG(o19D) O N4 NG M 9NL No, K N4 MM N INIS
IND N) M erNIFA IDNEOIINLY. ALL Ks 9NL IMS A IP M
NOG M M GIDMo ¢c nM ILL rNvw M OnDw A WlOIIA
AD gKWNb11 Mi INMC A 4N[RR O 0.1Y FO1
(ST.
K)MMI11F1VD15 a1X VP fgLR BflNi1N RS ROEEO
IM As SONEG N LM% EO¢sl
LUMBER NOTES:
L IOTA ObMT SINt K
..AS.LLOb IMIE OIOINK HRP.
Nu -VN BFN6............. _...
........_.AN -w MN
3061$ -...-.-....... ... .............. ._......_._.__000O.a-MANO113
m9LLoRNS.._..._._............_._.__..._._......-.
SONE ..... - .........
.....
RR -IAN ARSDI-----JS nROLAB W--IMn/AwNNaaNRBR
MRS NWKI M CMRI[Mi))
HARD FM N6RA1 NDRen6x
1, MOR NI 00150 ODERNS. OMECI NL TWO 10 CMP6R. IOL 10 SM. xO
OMD 10 Rom WIDE. SIOD 10 MR) MM Slv.Ox NNEnu6
3 MEK NLNLE SLL RAPS ARE MO. NOa RI$ SNL DMO
MONM M19LL MRS.
I. Too, NYLs 9Wt NN COOMM DEAD. MN5 O NMIFNOL 9Ma11.
NME TIRY NOR oMNFl.
5. KO]L AL1 NR LN N M O KNIDW aLL RFAINO Tx 1' NINW
flMAP LWL SOLS OF RY'YL M "OMS ND ROOF 4 ORCRO M
LRAS4S
6 SOLID 1' NYN pNL
MOOO SK NOM1Fo N OUT, M NMS OF 9.00001
M !LL FM 30515. WSS NO¢O OF NOT NS ONY I'a MEAL& SVLL
K RIL(D N ROBS KING Ry9pR N11S Nr 10 EMED 9 -0-
.a
-0'.M 19'4' ND OTDOTT,
I. NL 'MI KLM sN5 INR MR NS[RS NMA WIN W E. 10 !
IPES M ml CN NEER SDNI ("N N SE N EEINS
9. . NAAn SNL K u M 3304-1-1 NIEIRN¢W NRONC ¢M.
I. FlEaR 16 SEN AS S1NlR, 0w MY K 9NSMORD FOR RNS N A NR
ELAN 10 LMD YN1E5 RG® T' LCNo. NNpYI. RE NIAPm
SWOL E.
ID JOBS . NNE BEsl15. RMAY MD NJIOM 6OAY "NES N
RMNEFMO I M WFYKIUG N1x A NTN 0, M R" ¢ TNJE N
N0 s'NI. YN X`OR[N s SUPRY ND ¢THEIN SNL N1N L.
HORIZONTAL SHEATHING LAYOUT
WALE. NONE
5TASSE. AIN"
FOOTINGS, FOUNDATIONS
AND SLAB ON GRADE NOTES:
1. NL MING 43C! NE 8140 0 NI NGMflE RE RMEB PIl54rE OF
ISM P4 .M s1 WPl¢I rMMYNO(a NAY f3MANN IxLI
6 NERVONE M OO4 ORD FMD O FMIFF.3 4! N D.
pN110 ORES 4NL K NOWN 10 M NTOW 11 ¢ M
NOOEn/[NLG W`w NO¢rYl,
3. NL rMIMS 4WL SM ON ONILRO6F0 NINE %( A INDRI AA
¢NMN ILL LAICIM 10 n5 A YV. DEWY. bS0 a ASN D
ISS) YnX00 Cr M1NFLlA. rLL 9111E H flKID N NYO6 bl f0
FlfIIo 9a N N
nL9vu 9%I NRN WFICIM NO 9NL M11DD MrN ID
-900 Sas. a MI.NIED NCG NL
MDO(1[ MFIL 91 M 91[.
3, ND FCOINLS 9WL K RI¢D N NIGH. 910F. MOlO1 OMTY aR
1A5naE RHS.
I. FLL L(FNDI6 AmNoDo M RID iOM FMIw ELLMM, ra ONTER
WIDE$ 9NN IS NJ9N6ED FKD M NOUN' NN rMR55
5 MNTNI 9Vu E PFSb®1 FOR NIEWNF 9RMM LLL
AWED lR[ r¢'an9x aN3s wE1 Mwn.L BOEO ENLs Ara
NMR NL 9pMNC 1EINF6 MOF FSfx 11N10 (SVP, AS RO(NI
0. NL AAPRN[NN 9NL K KCORLY lm N N)6 NSM 10
nl1e1C MCOIE.
). na.E[ ao.1u N rDvnlc Jb rDLIGnO6 M WINE NL NMrr
WR N NYIs MO MLIKv IML. NNIS NSRD OIMAR.
6 NEM( ,NR, AM! (IlI I WAIS) N $VN N ANY
rc 13 n. Dc. E4M Nr ND M Sax M rIA16. NNN was
$ENSCMIKL Y,M6 M nN gNAN1 F816 NF $INOFIEO N
Ius'1u ars NNRI. GRmR N9 ¢N¢ rLMA wr.
CONCRETE NOTES:
I NL L0.W6. KrN9Y LANs NO NL [LANAI" MMON. OI6. EGiN6. flt.
¢INMa � u9 IR f �RNN � 1 M�WS�ANIEA 1PiMc.rM TD N
NIG/¢aM NM SWL K M ¢GIM NNN O.M xD RMr' 9NL K Y M
L¢S 19EL 0[IOII ¢MIIM 9NL K !)! W. RR NBL YYO.
3. N R s1FO�DIROR,10 N�1¢R` TWD IIS NER 'DONN IN�iNR�I
1 OAI N O SNRT M NRII/CEIOR NM R1 o CO D) MELANIN Mw
0.O NO ROLA NT) K f M LRS Nwlll ¢LACI ¢MM 9WL K 6n
Iffi wA Osc MRO.
5 NL rMINs. MF WKS IND Rawl R.1SO M SINCE RNs K -
MIIM MRTE MN A mIPA54E STROWN rOYL M A Wsl 2.500 IBS.
PFR SONE MI NIM T MK NTE. N)ORNT M NRR/¢NM LAID BALs
K N MI.RR INN GD.WI IIOE 9NL K f M IIIf. NwY RYFM
¢VII[MI RNID I !A IBi. MI PAC TND.
R. LN1sS anEll@ NG@ NL rDMMMY WL sLR141 ¢W .aDs RVLL K ¢RO
MN A NI1H0. 11 Lr I -I/3' MIDEEP. A 1¢1DIN 3' ILSs Mw M YFIHR ND A NDIX 1/I
¢ M Of/a1L 9WL K OMNI015 TMO AI.
5. NL A[IN ANMRBII 9N1 K fQGOlO IM BNS lIr¢N Ix 006) ND
Y1� fR�M w. IWY MOOR ¢RLKOmaR R IOSIIINE
KWaIENs M M sTNAAO sMMYNOI ARTN. I6n aN¢ W
r. M1Y[IEN. Al SINN 41%R 9 LIE IWE IT A IE¢N!O LM SSGN
w1a TWINGE Rax.
). M RFNOY9ENI INA RWL K wONO HONED NO RNu I RYrO riR1
M_ r N Wr6ND COLONS."IO
s N E) •s
WN :
3 N BrA COLONS.
1• IN M AORCRO S
WRK ls MO 9ANN(0 9.'6.
3- N Ilmorccrco Mus. NN r 4BTf MRN xD :LES ¢ rM1N6.
a. NL rtI9Ds N cDMER Nv15 TALL I ImlraNSD Mlx (31 35 wA
UIa.M tb' w KqB M [dE ¢ M PSIMG N GM rNZ ¢ P4MN
9. NL NEMER .¢N Pru K M¢o. wsD. sIAfFD. x0 NNRCEo
AS MECRO BN M RMINTA6IlO /O SNMM NO
W1CIM5.
10. IIOE IPEgIF 6 "AAD O[¢ NM NL TRLIS 10 NLR N6LR
RNYaM C. ETC. NL ME1E5. RLLKS. fPG. MPNRS IGIL
¢RIS. C ALARA TO xp2
II. LpiNCIM 6 NESE rM LLL RDRN ND MINNON
13. ROD, 10 NOOEMPK OTTORROS FOR NSM. MO.ES. ONN Iff
O15 M M}lIP ApYED TD K INGSM M WRT[ MB rt¢F
MOI¢1 ¢ itMN rP6Es ND RAN OG1[SSl6.
If. Na¢o SE r.ISYL SALE fOr01N TO NN L In LAID RNL 1Nh A
wAN mL LIMBAL
Nr. )O LFINNL 4M1I1P "I -W YI D SNOW 319-119Tx
15. FOR sal N MIWM GRNER MN 3 MI. MLS' ¢BEA N/3- BP
BMS EMOar r r ONT.
ROOF NOTES:
1. f OF BUDr LNG LWO NI RSr ' ZION SHE )
ROOF /16 NIN 401E K )/16' T ORO AT
TNG N/SPMI VINO
LO N/16 NNUO EWINRA BE WA! A) VOL. IN : PNIEL EMS, 9MYWIEO
F06Es. TOP Of 91FNi Wl$ ND NL &OfpW:: 6! MM9 Al 12' O.C. NOM
EO
NIKKEI
TO F FLANGE 9EImJ TS 4fAMB10 Mx EAtt 61UM O MGNI
Nq[S 10 FRAWO MM FID JOTS IM:EFRFO.
3. ( FOR ROOF LM LOW M M AND NOM ONLY
M¢ 4leMNG 4WL K 5/6' WA MIFD 9EAINO N/7M NAME
a M/I5 WILED MM N NNIS AT 6' aC. AT NL PN EMS. 4iMRlEO
IMLs. TLM a 461 N•LL$ ,VO ML B.DOMO: M NRS AT NOM
INTERMEDIATE NWINTERS. TAY RGRNO WH FACE OP1N AT R¢l
1¢ES 10 i1ANG Sm END JOINTS
S1.Y.¢AD.
3, BLODL Iw1r% NO/Di IN65Es 5018 Ar NI ILAxO LAMINS.
FLOOR SHEATHING NOTES:
1. ROOK SNU:NSK 99LL K 3/I' Tho NNF161MIO TURD A NLEO WN
IN 9 12'M
OCD NL "MEL bRIN RNKBIEO . TRU NO NA KOLMNO:
IM N 13- OC NMG MERKOOE TO VA 1FYBT5. TRUE MIN ¢K
COIE¢6M4 10 NO -01 KOOOIJO 10 APA SPFMEAOr6.
3. ELDEN JOISTS SOLID AT ALL INTO POINT.
ROOF TRUSS NOTES
1. 1AFSKS 901E K K4GIE0 fOR - R SME LOW.
3. KSGI IRII35R ro LMI ODLLCIOx 10 SN)I (NJ OAWT I NO.
]. CKM [Ep9O6 MM NNf. ORMNDS. 1"1195 YNIMACIVAR 6 Rf401®E ro
"0.0.11[ MB AM ¢OPD IGHO 10 SA16iY LOW KWF£IEX3.
NOTE. E
SroOIx MB0
SLAB ON GRADE
IS
N.Y ISE U9EO
IN L41 M Ar
CONTROL JOINTS (TYP)
S . NONE
-GONSTRUGTION JOINT
SCALE: NNE
DESIGN
VDLL M EgM/NEN FASTENERS
OGOBRIO CODE ......................................109)
.ALLAYS NeLL acwR eT
MoLume 3IX6................ ..........
STARES. NNL9 AND T-NNLS
IUIN crAu+IFSwD LALs
NOLO SHEW IMI ......... ..........
...............I I.M
(V4O rM UlEN1 I= ONLY)
j
10'-1' To n' -D'
cold"
r . ELIB IIR¢UEfb
EWN. V=NG M NPR. FASTENERS
HALL
1.00
$IMLES
NNLS/T-NNLS
4 EDN ................................................
A -A CONTROL JOINT
16 1 15 14
115
131
�ACBW
KNEIMTON
1' I 1' 1-
1 1/4'
1/3•
T IT
KCQ.¢li!
G0.VtO
4'
31/21 4- S'
4'
S'
6'
S' 6' )'
6'
) 1 P
66 AT
8'
6 1/3 8' 9 I/Y
8'
10'
10'
81/21 10' lI'
lo'
1r
ANY
10' 12' 4 1/3
u'
141/2'
r
3' 12 1/3 3'
2 1/3'
3'
4
3 1/3 3 1/3 4'
3 1/3'
4'
6'
4' S' 6'
S'
6'
W Al
B'
5 1 3
6 1/3'
B'
10
51/2,
B'
10
13'
6'
1 3'
n'
4'
T
SVC
1/r 3 I/3'
6'
3 1/3'4'ID0
Al
1/3'' S 1/3'
)'
10
5 1/3'
1/3'
1/3'
13'
6 1/3'3'
1/3'
IO-
MIE:
MNEIRAI101J R M M. ENBEDUENT
IN O ".
YELIKN KOUT D i0 In. as NIL
CPP/LIIY (SXFM VALVE) FOR LATERAL
LOAOM.
NOTE. E
SroOIx MB0
SLAB ON GRADE
IS
N.Y ISE U9EO
IN L41 M Ar
CONTROL JOINTS (TYP)
S . NONE
-GONSTRUGTION JOINT
SCALE: NNE
DESIGN
61J'M LR iQ1'® AR1T
L¢G. FLOOF AM
OGOBRIO CODE ......................................109)
.ALLAYS NeLL acwR eT
MoLume 3IX6................ ..........
........... .-3
IUIN crAu+IFSwD LALs
NOLO SHEW IMI ......... ..........
...............I I.M
ro 10'-0'
j
10'-1' To n' -D'
4-S
!LIKEN SONE S 04 -SL E 4• K.LKN
r . ELIB IIR¢UEfb
.......................... e0 Lsx E3PoBORF C
xa rIAL • s F 6• sLAe6.
1.00
FaN •1
15 Is
4 EDN ................................................
A -A CONTROL JOINT
DEADLOM .. .. ......................................15
PY
INELWO................................................
Ba4l. FYIE
WIL ¢ANNG FwSSVRG
.......................1500 W
' STANDARD OCCUPANCY
••
T IT
KCQ.¢li!
G0.VtO
E
• A
FVN 13
M STEEL SFERE
talc. Howe
KA6
N
h
roIAI F5
-�
IWTNS WRNS
STEP FOOTING (TYP)
NOTE. E
SroOIx MB0
SLAB ON GRADE
IS
N.Y ISE U9EO
IN L41 M Ar
CONTROL JOINTS (TYP)
S . NONE
-GONSTRUGTION JOINT
SCALE: NNE
DESIGN
CRITERIA:
OGOBRIO CODE ......................................109)
UBC
MoLume 3IX6................ ..........
........... .-3
LBC 1630.3.1 TWIVI N 30-5:
NOLO SHEW IMI ......... ..........
...............I I.M
ro 10'-0'
R . 5.5
10'-1' To n' -D'
To. a.]6
Br51c MrO YiEO........-
.......................... e0 Lsx E3PoBORF C
13'-1' AM OYER
1.00
DEAD LOAD .............................................
15 Is
4 EDN ................................................
35 Pyr
DEADLOM .. .. ......................................15
PY
INELWO................................................
IO PY
WIL ¢ANNG FwSSVRG
.......................1500 W
' STANDARD OCCUPANCY
IT IS THE RESPONSIBILITY OF THE PERSON'S)
OR ORGANIZATION REOUESTING ENGINEERING
TO ENSURE THAT ENGINEERING SPECIFICATIONS
ARE ADHERED TO.
STEEL LINTEL SCHEDULE
CLEAN OPE1M
SITE 10.E
W TO VW
3 1/2" • 3'
S. -I. TO )•-o'
3 1/3' . 3 1/3' . 1/4'
3'-1' TO 9'-0'
5. 1 ]' P 1/4'
ro 10'-0'
S' P S' . 5/16'
10'-1' To n' -D'
5' . r . 31W
11'-1' 10 13'-0'
6' . ]' . 3/8'
13'-1' AM OYER
Nl&YS5 NEW.
y
TC mFM.NKL
MFM.WLL
FOOT VM. IN AaI LEARK 6I WI OPExRO
TMEjLXACNNESWE
US�M6 SplE NOTED 0� 52.
RIW 4LO E0
TR OF
F
NMN3ANM
NIT FWTN56TEP
VERT awx PF NEN. s Y0!
I� WE R.W FCR SPACNG
j
3.0
ITP. IND. W.
- • �I- - ��I
NORSE RINFORCB9N -
IIS ft. FDR 9PACRIS -
••
1 w �
__••-f•-•-�TI
IWFNG REK.
••�
M STEEL SFERE
4,�CURS`
N
t.0 3.0
-�
IWTNS WRNS
STEP FOOTING (TYP)
SCA.E. NAE
IR! RAN FOR LMATEJN
y
LINTEL
ROO.
UNTELS CNRII NASOIIRY ONLY. NKK ROOFS
OR COKEMGRO LOAPS OCCW. NRTNER ANAYSIS IS
.OR
FOOT VM. IN AaI LEARK 6I WI OPExRO
TMEjLXACNNESWE
US�M6 SplE NOTED 0� 52.
TR OF
F
-I"US
GOR
51
y
L0.11N tlR6tfLw A-Q *SAAB U
1'FR'd8' BA40.AlE
w (Y hY wp10R
ANSIZ
TI 64 w
(Y Y REMR V6R. rM!' LOIR EM
6
PNIy®GRADE 1'D11 UY
a•g$€
THICKENED SLAB FOOTING DTL. y..€y,
I 1 4 co
WALE,NOTF -.4
M
w �g�
S@ FMTFG BGEDAE 1• LONC.BAB
FM1JE06RALF
A GONG. FTG. d GONG. PIER DETAIL w•-o•a
SCALE NpE MDARZORAL STEEL
VERTX:AL STEEL I § yy
1YM. !'COIBt =TN LRdIN IF e
RSR FLpry RCO IRW BY U.QE
I I� 5
I I FOOTING & FND. WALL DETAILa
.WP.Hv-n
I I SCALE. NpE
I I
I I
FOUNDATION WALL SCHEDULE
I (SEE FOOTRIO t PND. NNL DEWS)
WADE OR M. SIZE RESAR / OEWRIFIgx
V 8' CONCRETE B' MAX. xEWxf
FOR IZ. STEEL A RESAA O IZ' O.C.
VERT. STEEL /A RE
BVt O IB' O.C.
I I FWNDATq BOLTS USE 12 NID W 3 O)p' OC
B/ (Iw. YFI'FJ/TB' Pott "0C
Q I STALL BE USED DN ENDI W. BOLT.)
�I IIf
LLI
I
I
I
�o
f I I
I I
I I
I HOLDOWN/STRAP NOTE: Z
(SIYPSOA STROAC TE OR EMN. APRRO.LD Of ORWREER) Q
!J
DEBCISTM T TIL
s BNPSOx xPwm lTwn A O
E
NOTE: p
- 4L NDLWwS WST SE w D 4 PER SMFS01
sap TRAaLN A w. a DauaE FAL 1FNLIx
21 siUM mOSOwS Cw r81 BE NM?gRED p
TO TRWENS OR WRES.
- SWSOx fPoAY lE AOxE3Nf SYSTEM MA!
x USED A! aA MwrADTUAER'z CS TO
MEN'IR B%3 N CdKI£Tf.
FOUNDATION LAYOUT yx
N !o
2u
Z a'
Cr a j
FF.
E.
Z3
23'•C ZS'-O•
N'-ID• P'-10'
----FTG-I---------- FT6—A--------- FTG-I----
• I I I I; I I I I.
• I I I I, I I I I
• LLI I I
'I I I I;•I I I I
� I I'
I I I LLI I I I I U I.
+:
II
'• I I ,• I I .
STN[NRK SUWOf15 ^I
LD STAIRS w0
- - - -
FTC-1 - -FTG-A T`'�� FTG-I FTCrA FTG-I - - - - -
A
FTC-11
FOOTING SCHEDULE
(RE -A BEE FOOIWG t iTW. BAIL DETNL)
(RC -B SEE TOpLENED SUB FODRxO OEINL)
SYS.
DEPTX WIo1H REBAR
RG -A
10' I'-8' (Z) /A REBAR COXUxWUS
FTC -B
10' I' -S• (Z) /A REFVR CONTINUOUS
F1G-I
10' Z'-0' S.B. (!) /A BEEN! FA NAY
�•-O,
TG -I
Ip. -p• Bp. -p.
b' -O'
FOOTING SCHEDULE
(RE -A BEE FOOIWG t iTW. BAIL DETNL)
(RC -B SEE TOpLENED SUB FODRxO OEINL)
SYS.
DEPTX WIo1H REBAR
RG -A
10' I'-8' (Z) /A REBAR COXUxWUS
FTC -B
10' I' -S• (Z) /A REFVR CONTINUOUS
F1G-I
10' Z'-0' S.B. (!) /A BEEN! FA NAY
2' N SOCIRE
TONwW6
smm M I'll
LLEDF ODER TRUSTS V
TO "!PEER W MiEd•W
NNIS \
• .' OL iSRI.TCEs... TOP RAIN
HEADER AND OO NOTE: ALLWC LOVER UNITS r0 K ACCESSIBLE. NEWER aW LpaEGTIOu ICCxwICK, t RWBIW /{C[SSIRE. y
ALL [IRE ExTINOUISERS
�IEAOE MK r0 K LAIDK.
r6T91 p�qAgg MISS DETECTORS FOR FULLY
ST202 TI 6rRdP EPF N�pLL�I.O,R� 'K ?�¢E UNITS i0 K AM �• �y�{�
MYS
ASK
R
o cXC(�yj
91G1NNDOE
"BEST OIE[[
ON RN Jp$T gg
FLOOR JOS, ;6
4
I/.' +NIBERSINNDSNIAT.a
,Axm G WBI m, RY =ICNIMCUS
Ck P'ERW
TO uL PLATE
11'-0' I6'-5 IN' -0' II' -0•
6•-p- y -Y S• -q• S• -q• 2•_6• Y-6• S• -q• 5--vS•-p• 6•-p• SEPSM SIDM
As REouxEo
�9
A PERFORATED SHEAR WALL DETAIL � � $"
s
<• Ilan
SPJ-I
4z
7x4 a 17. OC. STAGGERED Q SHEAR WALL DETAIL TYP.
W 7x6 TOP AND BOTTOM RATE b b 9OALe• NONETIC at �y
b a
5/8' TYP •x' GYPR M BOARD H BEDROOM M2\ MASTER �EDRDGM MASTER DRDDM /BEDROOM #2 H
V b b
1 HGLR FIRE WALL SELTION b - R.'D'
5 0' Y-0' S-0' -0' Y 0• b
M BATHROOM
b JL b A b fy b e
try g `i �G h S' tUrtNRDINO l'� n T n PI
p N y Ei RApIK �'y:y SHERIDAN
b b b
�\11!RF WALL DETAIL - 0 0 ® • b b
BC, NONE TURNAROUND)
—'� 'e / �0
KIT HEN 2x6 NALL B PAS, WALL KIT HEN
I'AMILY\RDDM - EAMIIIY ROOM
ACCCSSIRF iN1ELBl0 X tv
-j HOLDOWN0 NMN. NOTE: a
(4YPEOx SSRONO ,IE OR EWA. MN10.L0 Dv EIPNEER) O
LT Z
m{2 � � U i OEECIDP1gI WR(IRY
yO DINING ROOM j us[ z -2x6 snits USE t-zw S+uos j DINING ROOM sDAsarl xPArmx STRAP
UNDER KM" UNDER AN
I W
g
O
,w , _>•e e•— SW -9 —9' rB'w' -9 NOTE:
+D sr6U D
N1 MAWRNS "I DE ANCHORITE As KR ENPBON
BASES. TWKWI A ANN. a DOUBLE FILL LENGTH
TO STUDS. xADORxs cw Nm A MExBLED
FD FAUNAS M Fm S.
"Ei4 [pl W+x A AND B IM AM UNITS - SENEL'Ir EMn DE AONSK BYE+EN Wv
BE USED AS PFR WJLYACDMN115 SMCS r0
ANCHOR B % I rnxcRLTE.
11 RWE BAOIING A, EMS( AND NTH ENDS V ,UB
AS SNDVN FOR WAD MRS,
21 WE AM +MffNLLO [DR FRONT DOOR IBr ID
RIMED IIV IN HEIGHT, S'-0' 7'-0' 3'-6' 4'-6' V-6' T-6' 2'-6' Y•6' A••6' S'-6' T•-5 S'-0' y 2
W
S) USE LEVER TM pLR LOGIC U1 FRONT DDDR 12•-p• B• -p• S• -p• y_p• B• -D• 12•-D•
O ALL ELECTRICAL MTLE+S, SVITCIES. 2J'-0' 25-0'
TERNB.STA,S. EEG TO K SCT BETWEN IS' AND 0Y y C
IN "EIWT.
5) WIN+AIN 30' BY .B' IN ngN, OF ALL WIN 4 U k
TUBS. LAVATORIES. TOILETS. AND ALL SITE1EN
MALIMNEB
vF
b SFT ELECTRICAL. CABINETS
A N AND IN N M 46 OVER 00
HUSH MSE F TDTs N ER AT T E .6• SU 36• LOVER FLOOR PLAN
QJL EACH VNT C< THE GORIER AT THE LAZY SUSML S[4L L/�' I'-0'50. fi. PER UNli
n E)
SHEAR WALL SCHEDULE
SAS AscRUPnon
9x-1 �tAjID'IG; ]/16' C -D, C -C, SNFAIWE. 0.YA0".A vIJILL
SIONO AND OTHER OMAS CPM1tD N UA.C. STANDARD
xJ-x a a -S. NSGUCO 0"J ONE SA a T. NEUTRAL
OOUdAS iN-NRCII OR SOU11ERn PNE STUDS A] 16' O.C.
NAL. $PICBJG
MWftlr, eN AwLs u 6' p.c ARDII"B ML IDOCB
Mq Af 13 QG N ME rFID
60-x )/16' C -D. C -C. 91FA1NMC, ALYRDAND AT Op PANEL
SKINT; AND ODER WAS CAB%0 x Y.B.C. BTAxOVE
xJa a xJ-s. rmAUEO a ONE SEE a x'. xDREIn
WUNR fN-VMM qi BOUII[R1 PWF STUDS AI 16' 0.0
wx. SPIQIF.
B6 IIVS AT 1- O.0 MgINU Nl FM£B
NB Al IT O.C. N M fF10
sR-s ]/le' c -D. c -c. sNN1EE, nlA000 Putt
TREND Iwo DIItR mrDKs mNREo w use nMaERD
xJ-x aR 33-J. NsrxuEo ax axE SBE DF Y. xalEw
WUWAS FIR -LARCH OR $pUiIERN WE STUDS N 16' OC.
W. EpN.Wf.. PRMwq 1RLIBERS AT IBJnNL PANELS 9gIND
NOR R 1[5 IMNI A SINGLE J' N}AN4 LIFIBFA.
SYMi' 1 p601J1E5 AL�J'SOtIFD. A.WUIIo ALL
FWA
GUM68 b TLA1t1
E
Lj
�
?
T A
_
C
p��i 4
_ ,
wf]fvrrAlTieaS
e
_ TYP.
CONNECTION DETAIL
q
yri4
i
I
,
£GALE, iqE
Q' yyqx
4j. 93!
DT I I
A
TYP. I I I
SIM:TYP.]6A6eaOELKA
4'2
E
S-'lW
Prt YERr. LE6b R0D
qs
TMP
a
CONNECTION DETAIL
=
B
arae• enrc
CONNECTION LAYOUT
xxe� NOrE
Gurrasb rtwvLuc
F
Xg• ]-° GGC.lLLB Q1
MTX LFGK SEe
_
_
_
_
°ErA s -
FBIfU hB
LlV1W'LLrl
f]1]a _
_
pR VaCT. LEG bl�GD
CONNECTION DETAIL
w
-
w
y
BOIaE� r1?E
IN
F& IL ]a
Fd. ry
cau++care w• m.
e
e
c
cwrKY 45 rBlAuf LHua¢RY+lY1
-
AFrb
r� ATLI6 r werrE Les
resp ry ]a �
IT
v
IF
k
�J
ta]f!1 hr
ta1f9 ].0
ta1111 Ay FMAAt! [ wlr•IN'
W tD VJY U]3 KI.TS
FB], 3 VSS w
M
WI. fL
a
I
VaBLLM �
_
CONNECTION DETAIL
V
tal,fw].D
tal.Cyia
DA E, apE
2
I
I
ta]� IN he
Wi• fv ].s i
\ COL]: f3' hC
Wii fy h6
VIM' lIG 00.5
• o• oz.
a
c'bpj GuaB
cosh G
o
\lMSFE
rl. 9'a4d]' G0.Vfr
Tb.lti"WL• GGIMlr
'
I
I
I I
�,u �
GErvL W L'L'LN
G}Ib LYarEL
TS.
ra yawr caulrr
s. Fw rvT oro
csa.r fTWrlL
cl�b.T cxNEri
LUMBER NOTE:
a:rMEm.r l.urwm
CONNECTION DETAIL
/
RLOPSVF bCCS �
E
MwLSED FM YKNrCcIWI
sGaLe, a]rE
y x
Ts.lvyw�c0.vn
-'�
CSz.T cx.rrrEi
Ts!•41w•cava
nr+rosEs.
ma
�l ! o
_
1xGxX
Ux1F35 MOIEe IS 0 02
Q
V
(WA
6
Z j
1.21r.cwv+r
k N
W . MU E . ]Lr-w,
wvwLr cE.oco WIME. ax
Z a M k
IM[SS xTED OMCNMLC
h a?
n.
O y�
V
�
FU
FLOOR FRAMING PLAN
A
scat 114
x'
mIIIRRIDIrs
9MSDx x1 • C)
r mT%rLeTe Mlm MR ,ROSS 2
� ,t! R W YM fiFLI
G w,. TOP 0KAM
m
16' MRA FRQt
.tp/.LER A!D GQIIILTILN VJ
F*�
rer91 IX111CLE P1LLC TO V 7 p
9T]QG TIE STRAP WOLF"N4LLI,L �-1 E7• lilt
ren, TNNltEE 1Y'SS ypSDR Sip.p
1-1:
lilt
WTL ALL FIRE [RSIY IWRS r10G •�. r
ARE To x 2414M p
IXWR
W
10' MKRSTWI)
p4ATNf NKT Z PoY =T
CDMMI01m SLL 841E
ZS' -D' LS• -R' As "D I SRW
PERFORATED SPEAR WALL DETAIL aaFaD
b' -D• S' -D• S' -R' S' -R' 2'-6• C -b• S' -S' S' -S' S' -R' 6'-D• T11i
,. Ila _
2.4 • 17.OL. STAGGERED ] '
W/ 2.6 TOP AND BOTTOM RATE Sw-I s-D...••R• -1 '-D• • .•-a S,.(- 5•-R• • '' ' S14s"-R• . '' ew-, SHEAR WALL DETAIL TYP.
Dc !. Rate
0 0
5/B' TYP'X' GTP3E1 BOARD
b
` 1/\�1 e_ b
I POUR FIRE WALL SECTION _ BEDROOM #2\ MASTER IB DROOM \e a MASTER BEDROOM (QED OOM a2 -
`f 1
yy \ R
M U,
L' 6• Y'-6" C -b' L' -R' '-6 L 6' RNO AT
BAT D TH DOM ,r
:
FIRE WALL DETAIL l8
B $GALE NONE b P D HOLDOWN/STRAP NOTE:
® ® (SYPSON ST G M OR ED . 4PFRpED W MMER)
R h
_ • � 1 �iv � • _ OEscaiigx WwTRr
6 16
.\ 666 EE sulPsan Ys,x] srR4a e
11C w
0 KI ` B J KI
h •\ FAMILY\ROOM FAMI Y ROOM y p Y % NOTE: C
3 i i n ; P 4 - RL xaIADLxs YA LE Y o E 4s FLR vxsax
itanoR,rs uR R K R�KJ DD 0
- % '1 • ,D TPotmrs DR awMFs. o
• $ ME, I PER
Ie WMA ARIEY IN J
RK,1LK SI,SER LO.L 11. $FFC$ r0 LL.
U b 4
b DINING RDDM j j DINING ROOM
-I---Y•e- Y�a•� SW -I ---5+ -+-sv -I 'I �Y�R p� $W -I �1' rTv -I
A A
6,
NZ
IC -D' L'-0' B' -D' 12'-R•
� TV
i3• -o• n• -D• � ie Lq j
IF 2 a�4
O h�
U �
n"
UPPER FLOOR PLAN
v." . r -D• . ri. xR MIT
SHEAR WALL SCHEDULE
m. xscPowax
SR -I $DFADmG; )/tb' C -D, C -C. SxGM1G, RngDD R.IeL
sDRc Rm mxm catts mroeo R uac. sreexro
a-] m na. .rsT4uEo Dx ME
suE ar x'. xDYRuI
NI[M$ iR-VFCM pl $QIIIiRII Ae SIUDS 4I I6' 0.0.
4VL SPFGFtD.
1�' lRDRYLS 4� 4RQM 4k FODES
RO�G
.1�1 I,E, Ol
11AIIIA"""' TO
IS,
1IFEA
TYR. RAFTER DETAIL
7( ;'IN T -
lit
6
m
.1 A.
TYP. TRUSS 0 EXTERIOR WALL
mam
NOTE
.2, IN 7IIb ni 121
tt, .11 m WISP ET�
PR -FA I T14 95E a 4' C
2, SOI.1D ft� M SOLSEW
XL �IJTIII L�TIEIIEI
�1. LOADS
TO ITM"M.
------ �DE 121 � ETtJO
�" A �1. KSITS
wADEft=SOV!
ESIESES ESES"W LOE4T"""
T� Mew WTEV
C �W M� �OTISOFI
,� M �, I IL
>
M�TO_K. 11110
SE�T�ti LEEATIOI5.
CIL.
u a
ROOF NOTE
I ISOOF S'ISTEtl 6 TO M <XIPIST�EEO
\
cm, IN 2,,b OF A Eftill 5"T191
IN DIESICS'IED Dy IRISES
2, MOOSE! TO (ISSCPER
ERENS ��TtIIZER.
—11- WEA
LUMAFR NOTE
SOI,, Stus A"t
.0 0" A . STSDII�t
'W"M WES W K
IEC.
�E 1.
LtitolSER 6 12 VA
MEW WEED OTIIWIWE
CIA
> k
�E—
MISS, IIIIE0 01"E"'WE
ROOF FRAMING PLAN
>
— -------- - — --- ---- -- ------ -----------------------
TRG HYPER
`FLAIR MT d PTR' .
"' TYPE 'X"GYP WARD
,FIRE FLOOR DETAIL
•LYE. H.IE
OF
BOTH
GYPSUM BOARD
GYPSUM BOARD
-3/4' T6G SUBFLOOR
5/8' TYPE X GYPSUM BOARD
112- D.C. STAGGERED
2x6 TOP AND BOTTOM PLATE
5/8' GYPSUM BOARD
CONCRETE SLAB
D
A
D
0
PARTY WALL SECTION
NOT TO SCALE
NOTE.
VENTILATE ROOF TO
1/300TH OF INSULATED
CEILING AREA
OF PLA
- FINISHED
FLOOR
INIS
Td -PO
PLATE
FINISHED
FLOOR
TOP OF
FOUNDATION
o ,, r
0
0
OP OF
FOOTING 4
BEDROOM #2
BEDROOM #2
20" WIDE x 10' DEEP
CONCRETE FOOTING c/.
2 - RUNS 14 REPAIR
FURNACE
VENTILATION DUCT -
B B. OC. OR To
MEET UBC
00
CROSS SECTION
SCALE 1/4' = 1'-0'
MY DIAPHRAGM 7/16' C -D SHEATHING
WITH DB COMMON NAILS R 6' D.C. ON EDGES
AND 12' OC. IN FIELD
U
Z
Ing
CA
Ell
In + 46
TYPICAL TRUSS ROOF: 0225
ASPHALT SHINGLES 7/16" ROOFING
PLYWOOD c/. PRC -ENGINEERED
TRUSSES 2 24' o_c. 2N TRUSS w
BRACING R49 FIBERGLASS Eq
INSULATION 5/8' CEILING BOARD 04
TAPED 6 SANDED
go
Ila
USE SIMPSON H2.5 AN
AT EACH TRUSS CONN
SECOND FLOOR YARN'.
3/4' C -D SHEATHING
8U CORMON MAILS
B 6' OC. ON EDGES
AND 12. O.C. IN FIELI
DINING ROOM
TYPICAL 2X6 SIDING �
EXTERIOR WALL+ VINYL
SIDING 7/16' PLYWOOD
SHEATHING 2x6 STUDS
B 16" A, R22
FIBERGLASS INSULATION
1/2' DRYWALL TAPED 6
SANDED
DINING ROOM
14 1
TYPICAL SLAB FLOOR: 4-
CONCRETE SLAB c/. REBAR
-
Q
4
REINFORCEMENT COMPACTED
32" D.C. W/2" ROUND
GRANULAR FILL
WASHERS 2.6 PRESSURE
TREATED SILL PLATE
n
N Z
1/4' SILL GASKET
TYPICAL SILL ASSEMBLY:
1/2' DIA. ANCHOR DOLT B
�•
32" D.C. W/2" ROUND
WASHERS 2.6 PRESSURE
TREATED SILL PLATE
n
N Z
1/4' SILL GASKET
8' POURED CONCRETE
SC 1D =
FOUNDATION WALL
o
�
z
o0
U
n