HomeMy WebLinkAboutELEVATIONS - 02-00062 - Continental Park Apartments - Nine 4-PlexesGENERAL NOTES:
1 M91S \0 M .!6 9E 9! aEP1ESCa\F,r I IX ME (•GNCw DO I '
SL4alIlV\E ARg a Nrt RYN PFl60n[D R: M( NLINCIw OR
HIS M xaww0N.O ARE RE1, FOR THE PURPOSE a OBSCRNAS
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rM' aSwaVS
px59a16 w La/LK\5 6EnF(,T MF w, K nnIEHrS IX M
NwpNS pRA OU., CA SMCPIaIMxO 4RN, aROVEO. THE
MOST 5r1>WEM RW AN SwLL SQfpl MD OTHER
HMObI[U_• M NO51
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FLLVAIbxS, flt. O lxE 9E .w0 SWL O�RwIL\[ .N\- n rERFORNEO
Bf ML \ ANDES. W 'IDI SCALE Oa.Nln105.
Slpp DpnNHGy yWL 4 RLMEYfO Br THE ENTIEEn/A0>LEn PBPI
E. \0 IAwEARYL Oa [R[CMH !PR AM RIETAFKAED OR LIMxAIACrIMR-
DESpED (MGEMS Nn SIMLL BE 5\MMO RY A lPalE25P1V1
paLELn ISPSIEIKD N M[ 5\n\E WHLE 1X5 514(r BfSOES.
S. SEES. LDaNEArS LEADS. AND NL]IORAGES OF EW WEM " BE
KR(FO . ME MLD MN CWiYwI YanFCIwLRS ISLRL4BS)
MJR TO n9nbDON OR B6r.WATON a BFPRATR O Srwnarc$.
e. EYNNM! IMIM.In' 9 ALL BE aWLN(D TIMPER EYCCASSARD 10 .ALAE
Wlf a ALL LOIS 10 RRLN ME STRUCTURE LM
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AVE r6rNlm.
7. npxO MD MER CGSIMKTIw M CQLIP.LC\w
"&,R INNER, SHALL
YELP LAOS w MC SIRVCTwE NMN M WTS 0 1H[ a"5w LOAD.
B. CwTRYrw MD ALL sueLwINACOR S 9WL PENDIA THER TRADES AND
DUPE, N . NMN ER cai01RM6 TD 1. PROUDL Es WJ REOR ML ENTS
A5 STATED N ME IWl UNFDIN WLPNO M (OR LATEST NEDEPED
CCOE AP'.PTfD In M utU ewORD aIKNLS).
9. N,y SPE. NSNECIDN, R(NFEO Rr M EU,DK OFFICIAL ON M
WMxK1ST UAR co,( ARE M w
Y INF rDYWANNM1 IRR w
10. EDHO� MNNAL,MS RS E 1w ,MEIY AND FRE IM NRI'
AND
BRICK VENEER NOTE:
I. WL Ee 9«LBE4'A® m1510 SUNNE, Nor AWE. 2SPW6
(6 O (iM19w axIEIYNNHN, RA. FIID M SWL AIN[ A IP w T IN NONE THAN " e
R
NEU w M EVNDIXO IES MT NL APIO[ w EA104 A WR[fMl
ON, NN) ONOfI a NK IDD A RNALoox a 0H Flw
15)6 W) (w] 9 B._ Nal) w fNR'ALIL, M JIN1 NK!(aIINE!'1
(SURA RxDwRmIIADUSLa�II Wms5RD S WHU. ES RNN[)
LUMBER NOTES:
I. ENHR DUES SURA Z K PRU RN RL[R wBRNY RTUI
ALLY -ALN SN6................................... ............... «f-vl a/a
ABIS.........._............................_....................... IOAAt-rNAMxx 12
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I SORT US N RAN EIEwES EINM FMN a NRNU N,OL SUPPORT.
NON
f. H�4 EULOEII, TDEMAS`6 N RROOOR OR �TURNS ARE NO" - OREO ON
MANOR.
E. NLO 2" NO NW. IRKNK SURA Y PRJM1ED AT ODS OR PERRI OF 9R9w1
a AU WLO 115,5. Dg,,, BKLW Of IT ESS Raw 1'.3" WNNL NFLL
E NIEO x ANS WEEN SUPPER, PONT, ,DI m LDIID e' -a" ARA". M
SANE OF UV -P AD DWEN
1. TRE BM M UMUSS NON aM6 fI- IO J
R
RRA EIAS. OA
'RBS
E. NW.SN NAF SONY 4 D PSL IMU-E-, NERREMU Yla1D Car,
R TOP, R,RD vxES � A ME
D EI L. 4f Illp(D
OfRN
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IrE �MLKKDWIAR.CIMLWR9lYlISWlYQ N�ALLMIP51aNL�O A
R511,
srriGER AOINM
HORIZONTAL SNEATNING LAYOUT (TYP)
5 E. WANE
FOOTINGS. FOUNDATIONS
AND SLAB ON GRADE NOTES:
1.
UNIT PSr. NN 50. Cp01°II (IGGMR� HO EPN4 f� TION SSM a
6 wxlpµy 10 II°SF V40 rw [6L'N a . 4
Mn[DINGS 0 N
}qry M�liS STALL e[ wy0(110 TIE MiM10X w M
Npn,tTAIKLR SapK PRO LDxL.
2. r001ND5 SaLL e•AR wQxpYlYLo 9sns La =TWalL. 4wTRAIN.
ToOMS.R oOO[fRD
FULKIUl°SP1
IWWa(OIf.Y/[MM OIN
0
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aKRIE voN oT RE Nfa DDIPRE,[D IxML NL
J. 61.WE MSORL' 4 RILED N N.\FP. 49I. (WEx w0.F0, w
s .I 9wL RE AP[pPb[0 FIT, , P}M5 [OWLS NOUN ,AU" FOR OMP
e yLNxlw y 4 RENNINU, FON UITLRAIY 9iTNINO xL
K.MF rallplYN WLS M[ nYiAC1(n FORK, «LLS MP
awl
UNTIL sLRPORRID IObL1B xM SON va0 l
UNTIL xL rs naw)
�wK � NUL H SOMn M1P x RNF PRIOR ID
1. MQCC DOND,xHDRI A, IDDIIIIK 10 .. NL A-
qR5 N IMLL, w K oolu NONE. LN EAS HOUR OTI NAL.
I . POWER: CNPSL' NNS ISE MYN DEN'S N SUED u A wL
a vn O.c .ANON NO',DLSURNHwnAAS IWRSUND
l OLNI ARE
"''Elio bK � 'MARAN AlLTENM SE FI DAT PN'YDFZD u
L
CONCRETE NOTES:
AL MUNE. EU,HK rue AND AI EYI[Rw M,4N,'LDS. DYA,ER. nc.,
�wNLL a � T2 DDSDlA`�rDLT[MxDIirIN�wYS A�iERiED.[II°W'L mA,
ILSDAS/ YM QNWI WRBIM SL°W E s IB.LRR°[ K YYNO Y L w
2. U,,TK .[S XGM PALL 10 D LOSgsm M NA SaNR bl Mw
TIT afi MER N]IFN, M MnR/aLEM RAM 9«1 4 MJ CA.OFR TWA
aN AD xRP sWLL Y . w LESS INNR19 SEMI TNT11 L«I Y s25
M IW(LNCv -
3 ML rlllnNCS. rn11OLIP,S. AD NRbN. SNs N aML( 9«L Y LI°NAL
A[Dxl OMKI[ Mx R PW[59.L PYNM FWLL THENA R ILS. B,eM LRS
ALL
¢ HoQUER MM10+S M RRP SIFLL !E " N'ESS�- EENIT
WRFA, SURA 4 sA IeS. PER OUK YAG.
wLSi ORERfa AT[0. ML r(RIMIF), .NL LERaIl LqO AM, SMVL 4 EED
•. IX ME LLn[1BI[a 6WER 1O 9W BE MRF4V16MR6U JW,L. AD .RDx 1n
S. LflM IEN.6'DRM a 0[ E6URNE. - w6 ww", 32 EAS) AND
SFy MINA 10 M SERIMS E M STANDARD SEEYA,IE6 AS.,A,
SgA(UFMS E M SMDaD SEECE(I.M, AS R aK( MUEHF. M M
6. O..,ER, ALL SUI SHARES S«L 4 WNETA A W. E MWE59:H
INF55 OTKNNS SDA,.
). AL EMDENDT, W6 SURA i SelI2LY ANEROID AND SNNL eE YY(D FAIRE
M !m6 (IxEss wwx LT Ew6E) RS MLOs:
UNpo,'n, NUBS. ND S g w. � sE rE ONO oIADS.
e. AL D,,Rm, x TEAM, TALL, NNL 4INVOED NM (Z) Is OURS
(i1DP5 91 N. BLEW M Car E M OE. M EACH FREE a DIAL
9. AS N R M NEenWAND D AD 51ADANPa AND WOIlC1ED
aACIRLS
10. WALE MORTf 6 WIEO D[a NM AL ,MZS 10 N91E PAIR
ALL M. sUII
/RIBS f,C. 0 RDx • °�• CORTI, NI
TT. EPARF, ,w D ESA>®L FOR AL 9RAD ARE .SNARE
cams. ONRAI
12. REFER 10 KHTE,,,,L TRANI, PK D LNMS ,UTE, To R[! CREATED OR x MCPS AND RML
LaARN E ,Lw FIRES AND SUN ENKSSa6.
I,
. REARED
RED rARREENWL CaFON ,0 451NT A The MD SIAL IRE A
WE UP
ALL
ART R.ACEO IT AREOREA
n, M OR=I"
YAD AF. 3R -W ND ADD SIANNO 31R -W
�iTNM
N. SrIT r I 0
UmFoRi D4TIER T 2 FE,. Nw R DEARERn-
BReIL
ROOF NOTES:
I. I COR PERU LNE Lao ORIF MO Ylw ONLY I
RJDF 9EA/Ri D SHALL 1 1/16- MA RATIO 9Plnw6 YI/SOMI MIp4
or 24/16 NN110 NTN W WAILS Al 6" O.C. O ALL PANEL ENDS. SLFWREO
CIXSS. IOP EAE SKM WLS MID A11 BLDaIx D� 60 LL4L5 Al 12' O<. MOW
NE91Ep11f COl®IG N1HR5 ALV SNEAFNm MM TI,CC SPAIN Al PONT
MR:LES 10 FPM6O «M EIO J ,TS IIILSRED.
2. 1 FOR PWF UNE LEAD) •1 PSr MU REM ONLY t
NW L6AIMI, sHAL, 1 5/6" IPL RATED SIEAI1HIN6./SPAM PARK
V 32/15 RULED MN 66 w15 AT 6" O.C. AI ALL PANEL FIDS. SUPPORTED
MIFRYIMyE I,,UAm KNITTERS IAV S,ATHW4 MN ME To RURS ASTOW AT TRUTT
MOLES 10 FRUITS «M FAO JON'S SII4RRED.
]. DLOCI( R.UifM MO/ai'PUSSES SDI« M ML Bf/HNL PoMS.
FLOOR SHEATHING NOTES:
1 n°% S ODINK SHALL BE 3/4- t,, pSEPB]wD CLUED R xALEO WH
ICtl INLS AT 6" OC AT ALL PANEL ENDS. SUPPORTED Ea[5 AND «L 9ACpx4:
IEAOU IEAOENND AUDI
01 OACCaOPD TOTERNEWRI O WASNEURONS PECF4.tgx5LE Mx Q1[
0 M
2. YOGI: JESTS SAD At ALL BEATING NCdIS.
ROOF TRUSS NOTES:
I. TRUSSES SHALL 4 DESIGNED FOR - PS SDN LOAD.
2. a" tRU545 To DR, Wa,,TD, 10 VAN («) DNDFD W 20.
]. bE,l ON06TON5 NM MEM, YRom,, TRUSS OAABPILTIIEA 6 RSP(NOTI E 0
,PM, NE, ARE El10ND LFMRS, TO iMIS'r LOAD EEREHFMS.
SFNII LR FCR'FD YLNT
LQC. FLELR Y49
TITTLE 0, EcTNNEM FASTENERS
��
rwR 4EaR,A9RID LF5
STAPLES, HURLS AND T -AWLS
DfTI.6Ex Nwrs R L" SLABi.
� r . YeN ruY1•FEY
aMO FOR LATERA. LPN ONLY)
CONONCH
OWN. SPACND OF APPR. FASTEHEn
10 t,'-0-
SIAPUES NALS/T-NALS
POR •I
NAL
SAKE 16 IS 14 113
UI
SPACING
PEN IDN 1' I" 1' 11/t
I/2
E
f J ,/2
7 1 Y
B' 6 1/2 e' 9 t/3' 8'
10'
E4 AT
10' B 1/2 10' 12" 10"
13'
a' to' 12" 6 1/2 12
L 1/2
J' 2" 21/2 J' 1n'
J"
( 2 I/3 3 I/2 1/2"
E'
6' A.
B' 51/2 6 1/2 8' 6 1/2"
8"
w AT
10 61/2 B 10 B'
10'
I] B- Io' 12. 1 Y
T2-
4. 2• 2 I/2 3' 1/2'
3 1/2'
6' 3 1/2- f 5'A
5
e" 1/2. 5 1/2'6 1/2. 5 1/2"
1"
tW Al
10 5 I/2' 7- B' 61/2-8 1/2
12- 6 1/2" B- 9 112'8 1/2' ID'
IDLE' OF EE EMENT"-
S THE
ofxTHE STA AL IN
a SIRES[ NAL INTO THE
ER ED FULL
ITE TO ATTAIN ILATETS RK
VALUE)
FNkIF (SNOUT FOR
LO W,
SFNII LR FCR'FD YLNT
LQC. FLELR Y49
Jarrs DLL orcuR er
��
rwR 4EaR,A9RID LF5
f��
DfTI.6Ex Nwrs R L" SLABi.
� r . YeN ruY1•FEY
20'4 tux. • S' x 6' YAKS.
-r l0 W-0"
CONTROL JOINT
10 t,'-0-
A -A
POR •I
6"e'12.-1"
544E. ILaE
aMn D
YD�sWrN . A
f/AVLFi
FqR •2
LOIS.. FLCCR YeB
1'I n
PC R•3
E
NDE.
g TH IIEQCEO
SLAB ON GRADE`IN LIEU OF ;P"`O �''�'
CONTROL JOINTS (TYP) CONSTRUCTION JOINT
eSCALE: RTE SSµf.. IICLE
TSPW Pro. WALL
DESIGN CRITERIA:
DOIfPIND WOE .....................................109] UBC
46YIC 20NC ............. .... .........A
'IBC .650.2.1 EOWICN
NWD sNEA]O-5: 1.00
R
. $.5
Co. 0.36
BUSS AN0 SPEED .................................. W YPH 1 .IRO5C
IN
BDaE
LPN................................................. 15 3•
SAR D
SxOW LPN ................................................ JS PS,
I=CE'
DEAD LAID . ........... I s 3F
UNE LOW) - .............. .......R9
RS
SO4 BFARW' PRESSURE ...................... 1SW W
• STANDARD OCCUPANCY
IT IS THE RESPON:REQUEST01
ITY F THE PERSON(5)
OR ORGANIZATION ENGNEERINGTO ENSURE THAT NEERING SPECIFICATION5
ARE ADHERED TO.
ULE
STEEL LINTELM'-'
CUFM OPERAND
SIZ
UP 10 5,-0"
3 . 1/t5'-1'
TO 7'-0'
3 1/1' • 1/f9"
-r l0 W-0"
5-16'10'-,'
10 t,'-0-
5'8'11'-1"
TO 12'-0"
6"e'12.-1"
ANO OYER
M.
rlO"tE
INIMUM NAILING SCHEDULE
toNEclIN �""D-
r0 RL SEDER. IOEWR......_..................................3-16,UH, To .NNS. IwxOL GCID........._.......................2-W RUE 10 .OST ON YODNID. FKE HAL 1 W 0 16-MRALE 10 SIA. END URAL......................._................A-TGRIE SIDES. FA¢ RAL....................�.............. No D 2I" aBLE lw PLATES. FACE NHL ..................... ISO D 16- MPLATES. En AMD wTERsfcnoxs, Fai xuL..,........2-16aIOIWUI REANI6 111 METS. ADD EA ENi.IW 0 16" MW JOUSTS TO PLAE. IOEHLL.....................................3-fieTNUOUS REUTE S TO STUD. IOEIDI ..........................L-0]ND .Nx515. VPS MR PMO1Dx5, .RCE NHI..........3-16e
13. aLN6 JOTS TO PARALLEL RM1w5, FILE NM...........a_I
1(. RMfR 10 RATE, IYNNL......................................�.......
I5. BULI-IP LOUDER SIUDS................................... 16] 0 2f LK
16. WILT -IP ONaR .VA WI..........2-NNO 92- W 1 1 SEA.DC%D
FGOTMG SEP
SERF rE x - ,ErLEP,
'r YE RAN FQt $PADNG
RE r I
3N _ InNY
PMTS PRL -RE
STEP FOOTING (TYP)
S -.NTE 'SEER--L--T-
LINTEL
UMELS a.OT' WSE Oa ONLY, RHERE FLOM. RDDrS,
OR EWCENTMTED LOh15 WCUR, FURTHER AL`rVS 6
NECESSAO'. PR NDOE I OF MBEANIN4 -EACH END FOR EACH
USEII STAN I 5 SELEWLEN UNLESSS NOTED. HERAW 601HV'CEWSE.0 °N OPENui4
L"NX OF
�-a
rUtE ALL LOVER WIIS t0 BE ELECTRICAL.
KCWMIfJL. S RIRBINL ACCESSIBLE.
ALL EIRE E:TINWIISISRS
ARE 70 BE eAlOK
SId.E DETECTOR EW FULLY
ACCESSIBLE WITS TO BE BN.
APPROVED.
ST2
% PERFORATED SPEAR WALL DETAIL
]x4 012- OL, STAGGERED
W/ 2X& TOP AND BOTTOM PLATE '
5/8' TYP' GYF`951 BOARD
I HOUR FIRE PALL SECTION
FIRE WALL DETAIL
B SCALE. NONE
Os �� MIR CAuT BKS- AxD WTx Exos Q
2'
WE AM TNKLL
SID FOR FROIT DOOR IIQT
EXCEED 1/2' IN KIWI)
5) USE LEAR TYRE 0.VR LOC[ W ERWI COX
..... .crrurtR WRCTS. WIT(>ES.
LOWER FLOOR PLAN
SCALE: 1/A' - I"0' o. FL PCR UNIT
SSIPELRR RI 0
MIT, ODDER TRU65
Arm=
pE111/,^ 91FASIRIG
M RIY JO61
SKAIXNG NT BE
CWIMpI10 %1 FLATS
2'. MOORING
Cd11RLars
p6t
I 1/1• 51 TYBERSORID
RR }
M
(OjD� y RO
'pl
W
W
As REQUIRED 9PQ REo �
SHEAR WALL DETAIL TYP.
SCALE. RTE
HOLDOWN/STRAP NOTE:
(4uP5W STRONG TIE OR EWR. APPRPEO W EYOXEER)
VmP xP"22 SIFR'
_ Ry xDlOWM15 YUSr BF Mx>•OK0 AS PER SnP$OR
jH S, V«H TxRplJxigl. AW"Rx5 WT0.R � R
10 TXA%AERS M CARP s.
- 5Y3d1 Im. MK USED . FSR IM9K As1N WY
AeK1M R]LTs x MR
KEIE. 5 � l0
G
W4' GYP Lf✓EB'.
-WC TIG WHEN
`ROCKY T"PeRR-
yB' }TFE x GYP BOARD
FIRE FLOOR DETAIL
A Grx6 HwE
OF
BOTH
GYPSUM BOARD
'e' GYPSUM BOARD
'e' GYPSUM BOARD
SIDE OF RIM JOIST
-0/4' T&G SUBFLOOR
5/8' TYPE K GYPSUM BOARD
112- G.C. STAGGERED
2.6 TDP AND BOTTOM PLATC
i/B' GYPSUM BOARD
CONCRETE SLAB
D
0
•o e
PARTY WALL SECTI❑N
NOT TO SCALE
OF
NOTE,
VENTILATE ROW TO
1/3MTH OF INSULATED
CEILING AREA
FINISHED
FLOOR
FINISHED
TYPICAL SILL ASSEMBLY'
fLDOR
TOP OF
1/2' DIA. ANCHOR BOLT B
fMNDATION
-
p
0
p
70P OF
p
TOOTING
p
FURNACE
VENTILATION DUCT -
I,C,C.w TO
MEET UBC
BEDROOM #2
BEDROOM #2
20' VIDE • ID' DEEP
CONCRETE FOOTING ch
2 - RUNS BA REBAR
FLU U
ROW DIAPHRAGM 7/16' C -D SHEATHING
WITH BM COMMON NAILS a 6• D.C. ON EDGES
AND 12' OC. IN FIELD Vl
Q
TYPICAL TRUSS RODF= MR25 B
ASPHALT SHINGLES 7/16' ROOFING
PLYWOOD c/. PRE-ENGINEERED ,
TRUSSES a 24' P, 2.4 TRUSS w
BRACING R49 FIBERGLASS
INSMA 71
M 5/8'
CEILING BOARD
TAPED
Ila
USE ANCHORS
AT EACH TRUSS CONNECTION
SECONDFLOOR DIAPHRAGM
3/4- C -D
SHEATHING VI IN
(' CCOMCOMMONMNAILS
a
® ® T C E 6. OC. ON EDGES
AND 12' O.C. IN FIELD
DINING ROOM
TYPICAL 2W SIDING
EXTERIOR 7 16' PL VINYL
Do SIDING NG B PLYWOOD
SHEATHING 2x6 STUDS
e 16' o.c.
FIBERGLASS INSULATION
1/2' DRYWALLYVPLL TAPED
tED t
SANDED
00
T HE
DINING ROOM
TYPICAL SLAB F
LO
ORK'
CONCRETE Tno RNFORCEMENCOMPACTED ED
ONAHILAR FILL
010
UQLL
44
TYPICAL SILL ASSEMBLY'
G
1/2' DIA. ANCHOR BOLT B
32' D.C. V/2' ROUND
WASHERS 2.6 PRESSURE
TREATED SILL PLATE
1/1• SILL GASKET
p
! O
n
F 2 Li
9' POURED CONCRETE
p
Z x b
FOUNDATION WALL
.�p
CROSS SECTI❑N
o y
U
SCALE 1/4' = 1'-0'
r�