HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/6/2022�J
Q
BASE FLOOD ELEVATION = 447.0' (ZONE AE)
2
12.0ft
o I I
1z.o�
Ground
Elev.-445.6' �
40.0f�
01
Ground
Elev.=445.7'
o
x20
4a
-0-'t 20.08 _
CI
Ground
j
`
Elev.-446.0'
Ground (J
Elev.=446.1'
Lei
REGISTERED
CrROFESSIONAL k fY
LAND SURVEYOR 46 0R
DIGITALLY SIGNED
NOTE: ONLY INFORMATION RELATING TO ELEVATION DATA IS CERTIFIED
OREGON
MARCH B, HEREON. ELEVATIONS SHOWN ARE PER NATIONAL GEODETIC VERTICAL
BRENT W. CORNING DATUM 29 (NGVD29). DATA GATHERED APRIL 6, 2022.
89960 Bureau of Land Management, State of Oregon, State of Oregon DCF-, State of Oregon GEO, Esri Canada, EsrL HERE, Garmin, GeoTachnologies, Inc,
RENEWS: 12/31/23 USGS, EPA, USDA, Lane Courcy GIS
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NOTE:
1. HOMEOWNER IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF
ALL DECKS AND PATIOS INCLUDING THOSE UNDER COVERED
AREAS. ALL DECKS AND PATIOS SHALL BE DESIGNED AND BUILT IN
COMPLIANCE WTH ALL APPLICABLE LOCAL BUILDING CODES.
2. EXTERIOR APPEARANCE WILL VARY BY SIDING CHOICE, MATERIAL 12
AVAILABILITY, AND BUILDER DISCRETION.
NOTE 2x6 BARGE BD. __ 5
ADDRESS MUST BE LOCATED W/METAL-
ONTHEHOUSENMEREITISEASILY EDGE - -
SEENFROMTHEMAINACCESSROAD -- -
(OWNER RESPONSIBILITY)
LEGEND
-- STE
U"- RAISEE 1-0" 1-0"
.x 12 BELLY BD. _
�FF.E.=BFE+1.0'
BFE=i4]'
HA = T
FOUNDATION FLOOD VENT DPENINGS:
THE BOTTOM OF EA. OPENING SHALL NOT
BE MORE THAN 12" ABOVE THE HIGHER OF
THE FINAL GRADE OR INTERIOR GRADE.
R322.2.21
�. F.F E. =aFE+ 10'
7 BFE-N]'
.H4 =946.1'
L- - - - --------------
FRONT-------
FRONT ELEVATION - EAST
1/6" = T-0"
--------------------------
- �
_I-zs------
LEFT ELEVATION - SOUTH
1/8" = 1'-D"
PLAIN
ELF"
BELM
0
0
C
L — — — — — — �— = — — — — — =
REAR ELEVATION - WEST
1/8" = T-0"
.-RIDGE VENTING
-RIDGE VENTING —
x6FASCIABD—
zszs-�
514x4 WNDOWTRIM
01 00
e� aoo i
FINISHED GRADE
eA x 4 CORNER TRIM
w
CEMENT IAP SIDING
Em
POSTE DEAN
FINISHED GRADE BY
WRAPPED W/
OMMER SHALL SLOPE
c�
FIBER CEMENT
AMY FROM BLDG B'
•�0
SIDING
IN 10'-D"MIN.
--------------------------
- �
_I-zs------
LEFT ELEVATION - SOUTH
1/8" = 1'-D"
PLAIN
ELF"
BELM
0
0
C
L — — — — — — �— = — — — — — =
REAR ELEVATION - WEST
1/8" = T-0"
.-RIDGE VENTING
-RIDGE VENTING —
______ ---s
—ue
zszs-�
BOTTOM OF VENT RIGHT ELEVATION
12" ABOVE
01 00
e� aoo i
FINISHED GRADE
1/H" = 1._D..
w
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Sq
m.
J�
c�
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•�0
2�
______ ---s
—ue
zszs-�
BOTTOM OF VENT RIGHT ELEVATION
12" ABOVE
- NORTH
FINISHED GRADE
1/H" = 1._D..
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HILINE HOMES
1130 62ND AVENUE
PUYALLUP WA. 96373
(253) ]]0.2244 ext, 129
PLAN: 1675L
DATE: 5/31/22
JOB#: 2002-2169
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HILINE HOMES
1130 62ND AVENUE
PUYALLUP WA. 96373
(253) ]]0.2244 ext, 129
PLAN: 1675L
DATE: 5/31/22
JOB#: 2002-2169
10dRAILS @8"OC—
INTO CRIPPLEWALL\
TOP PLATES \/\
SHEARWALL
EDGE
EDGE NAILING
IAPSHEATHING
AT TOP PLATE
SHEARWALL —
EDGE NAILING
NAIL TOP PLATES —
TOGETHER P61 Od NAILS
@ 12" O.C. SPLICES
SHALL BE A MIN. OF 48"
ATTACHED WI 1 Od NAILS
@ 6" O.C.
ATTACH OSB SHEATHING TO
MUDSILL W/ Rd NAILS PER
SHEARWALL PLAN RAILING,
MUDSILLANCHORAGE PER
PLAN. SEE SHEET CS
"FOUNDATION & FLOOR
FRAMING NOTES"
NOTE:
• IF CRIPPLE WALL IS
TOO SHORT TO FIT
ENTIRESTHD
HOLDOWN, OR IS
MISPLACED, OR IS
OTHERWISE
UNUSABLE, ATTACH
MAIN LEVEL
SHEARWALL TO
FOUNDATION USING
SIMPSON HTT5
ATTACHED TO 3"
FRAMING AT MAIN
LEVEL WALL W/(26)
10d x 2Y2" NAILS AND
i"0 THREADED ROD
EMBEDDED MINIMUM
I1" INTO CONCRETE
STEM WALL USING
SIMPSONAT-XP
EPDXY,
CHECK NTH LOCAL
JURISDICTIONS IF
SPECIAL INSPECTIONS
IS REQUIRED (BEFORE
DRILLING AND
INSTALLING ANCHOR)
TOP FLANGE JOIST HANGER TO
HANG OFF THE DOUBLE TOP
PLATE OF THE CRIPPLE WALL.
ATTACH HANGER PER MFR.
WHEN HOLOOWNS ARE
REQUIRED WHERE A
CRIPPLE WALL IS USED,
CENTERASIMPSON_
NOTE:
IF CRIPPLE WALL IS TOO
SHORT TO FIT ENTIRE
STHD HOLDOWN, OR IS
MISPLACED, OR IS
OTHERWISE UNUSABLE,
ATTACH MAIN LEVEL
SHEARWALLTO
FOUNDATION USING
SIMPSON HTT5 ATTACHED
TO 3" FRAMING AT MAIN
LEVEL WALL W/ (26)1 Od x
2Y2" NAILS AND %"O
THREADED ROD AND
COUPLER ATTACHED TO
SIMPSON SSTB16 ANCHOR
BOLT
NOTE:
1, FOR SEISMIC DESIGN AREAS DO, Di AND D2WHERE
UNBALANCED BACKFILL DOES NOT EXCEED 4'-O" AND STEM WALL
DOES NOT EXCEED 4'-6" IN HEIGHT, STEM WALL IS PERMITTED
TO BE 6" THICK WI (1) R4 CONTINUOUS REBAR WITHIN TOP 12" OF
FOUNDATION WALL. (§ R404.1 0.2,E%CEPTION 3 )
2. MERE THERE IS MORE THAN 4'-P'OF UNBALANCED BACKFILL
WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND
BOTTOM (OR) DESIGNED AS A RETAINING WALL.
3, ALL C RIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER
SHEARWALL DETAILS AS SHOWN ON PLANS. WHEN PLANS CALL
FOR A HOLDOWN AND THERE IS A CRIPPLE WALL AT THAT
LOCATION, THERE MUST BE A CONNECTION WOE FROM THE
FOUNDATION TO THE WIN LEVEL SHEARWALL.
3.1. USE SIMPSON MST48 STRAP AT HOLDOWN LOCATION TO
CONNECT CRIPPLE WALL TO SHEARWALL ABOVE (SEE DETAIL
1 SELO .
C IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN,
OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, THERE MUST
BE AN ALTERNATIVE HOLDOWN INSTALLED. THE FOLLOWING
METHODS APPLY TO RIM BOARD OR HUNG FLOOR SYSTEM. USE
ONE OR MORE OF THE FOLLOWING METHODS'.
4.1. USE SIMPSON HTT5 ATTACHED TO 3" FOAMING AT MAIN LEVEL
WALL WI(26) 1 Od x 2Y," NAILS AND a"O THREADED ROD
EMBEDDED MINIMUM 11 "IMO CONCRETE STEM WALL USING
SIMPSON AT -XP EPDXY (SEE ALT. HOLDOWN OPTION 11.
42, USE SIMPSON HTT5 ATTACHED TO 3" FRWUNGAT MAIN LEVEL
WALL W/ (26)10d x 212" NAILS AND %--0 THREADED ROD AND
%' COUPLER ATTACHED TO SIMPSON SSTS16 ANCHOR BOLT
(SEE ALT. HOLDOWN OPTION 2).
S. THIS DETAIL IS INTENDED TO SHOW THE SHEAR TRANSFER
FROM THE MAIN LEVEL WALLS TO THE PRESCRIPTIVE
FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED SIX
FEET IN HEIGHT.
STEPPED FOUNDATION / CRIPPLE WALL
SHEAR TRANSFER TO PRESCTIPTIVE FOUNDATION NTS
2x SOLE PLATE
%" T&G SUBFLOORING
2X P T. MUD SILL
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HILINE HOMES
1130662NDAVENLE
PDYALWP WA QMM
(253) n"2W ext 129
PLAN: 1675L
DATE: 5/31/22
JOB* 2002-2169
EG
16d NAILS @e"
SHEARWALL
O. C. INTO RIM
EDGE
BOARD
NAILING
RIM BOARD
SHEARWALL
NAILJOIST
EDGE
FLANGE TO TOP
NAILING
PLATE PER
JOISTMFR.
LAP
SHEATHING
AT TOP PLATE
TOENAIL
RIMBOARD TO
SHEARWALL
TOP PLATE W/ 1 O
EDGE
NAILS@12"O.C.
NAILING
U.N.O.
RIM BOARD OPTION
NOTE:
1, FOR SEISMIC DESIGN AREAS DO, Di AND D2WHERE
UNBALANCED BACKFILL DOES NOT EXCEED 4'-O" AND STEM WALL
DOES NOT EXCEED 4'-6" IN HEIGHT, STEM WALL IS PERMITTED
TO BE 6" THICK WI (1) R4 CONTINUOUS REBAR WITHIN TOP 12" OF
FOUNDATION WALL. (§ R404.1 0.2,E%CEPTION 3 )
2. MERE THERE IS MORE THAN 4'-P'OF UNBALANCED BACKFILL
WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND
BOTTOM (OR) DESIGNED AS A RETAINING WALL.
3, ALL C RIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER
SHEARWALL DETAILS AS SHOWN ON PLANS. WHEN PLANS CALL
FOR A HOLDOWN AND THERE IS A CRIPPLE WALL AT THAT
LOCATION, THERE MUST BE A CONNECTION WOE FROM THE
FOUNDATION TO THE WIN LEVEL SHEARWALL.
3.1. USE SIMPSON MST48 STRAP AT HOLDOWN LOCATION TO
CONNECT CRIPPLE WALL TO SHEARWALL ABOVE (SEE DETAIL
1 SELO .
C IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN,
OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, THERE MUST
BE AN ALTERNATIVE HOLDOWN INSTALLED. THE FOLLOWING
METHODS APPLY TO RIM BOARD OR HUNG FLOOR SYSTEM. USE
ONE OR MORE OF THE FOLLOWING METHODS'.
4.1. USE SIMPSON HTT5 ATTACHED TO 3" FOAMING AT MAIN LEVEL
WALL WI(26) 1 Od x 2Y," NAILS AND a"O THREADED ROD
EMBEDDED MINIMUM 11 "IMO CONCRETE STEM WALL USING
SIMPSON AT -XP EPDXY (SEE ALT. HOLDOWN OPTION 11.
42, USE SIMPSON HTT5 ATTACHED TO 3" FRWUNGAT MAIN LEVEL
WALL W/ (26)10d x 212" NAILS AND %--0 THREADED ROD AND
%' COUPLER ATTACHED TO SIMPSON SSTS16 ANCHOR BOLT
(SEE ALT. HOLDOWN OPTION 2).
S. THIS DETAIL IS INTENDED TO SHOW THE SHEAR TRANSFER
FROM THE MAIN LEVEL WALLS TO THE PRESCRIPTIVE
FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED SIX
FEET IN HEIGHT.
STEPPED FOUNDATION / CRIPPLE WALL
SHEAR TRANSFER TO PRESCTIPTIVE FOUNDATION NTS
2x SOLE PLATE
%" T&G SUBFLOORING
2X P T. MUD SILL
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HILINE HOMES
1130662NDAVENLE
PDYALWP WA QMM
(253) n"2W ext 129
PLAN: 1675L
DATE: 5/31/22
JOB* 2002-2169
EG
FLOOR (4) IDC NAILS
SHEATHING
POSTORSTUDS-
E
FLOOR
PER PUN - TIGHT TO
JOISTPER
FLOOR
w
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PUN
OS
"SIMPSON'ABU
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SEE SHEET 51
ESD
CONNECTOROR
I3
�®
FOR FOOTING
7
EQUIVALENT
SIZE
INSTALLED PER MFR.
�O°n
66
POSITIVE
FOOTING
CONN. TO
mM
DETAIL
GO
NTS
24'x24"OV
GONG. FTG.
(3)D4
REBAR E.W.
mvy' I ;Laay�la�
TOTAL VENTS REQUIRED
TOTAL VENTS PROVIDED
TOTAL VENTIUTION PROVIDED
TOTAL GARAGE AREA
TOTAL VENTS REQUIRED
TOTAL VENTS PROVIDED
TOTAL VENTILATION PROVIDED
=713 FP =m2672IN'
(1I144) = 7131N•
= e" X 16" ASSUMED NEA
= 10 VENTS
= 11 VENTS
7921N`
= 250 FT' = 36,000 INP
= 3 VENTS
= 3 VENTS
= 2161N'
ATTENTION
RT POINT s Pawrvu="SIMPSON' STHDI4 HOLDOM SEE
START
JOIST 4 4 um. on 4 4 4 DETAIL S ON SHEET 06.(TOTAL =4)
9 Iv.Bibxrc 4 16" x 6" SCREENED
WL vnpTxaiuu
BUT Q TYPICAL t
N 16.2"O.C. iosL�wASE., GUNDATION FOUNDATION VENT
I OPE x,r S TYPICAL
B IL
="SIMPSON" 5THD10 HOLDOM SEE
•tp"--6•,d••- , -g3•- 2 DETAIL 2 ON SHEET $6.(TOTAL =2)
TRIAL TO H.D.12• TO H.D.' TO Am =
I PCA TMP "SIMPSON" STHD14 HOLDOM SEE
a - - - IDETAIL 4 ON SHEET BE. (TOTAL =2)
3
15 TYP AL -1
F UN.O. CRAWL Q I 124"24"x12" r="SIMPSON" STHDI4 HOLDOM SEE
ACCESS I DETAIL 3 ON SHEET 56.(TOTAL =10)
6" P _ _ 16"x16'ktY' O GONG. FTG. 4
U. .O. _ GOAD PIER _ Ml (3)
EE. W.
WL #9 EW i^
DRYER -j r W/POI CONIN ^'
VENT
.°�' 4 10'4x' - -BARRIER { CRAWL SPACE. LAPDUT 2^24'.12, Im
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s!UCES 1T MW. x'' i DOING. FTG BRED
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BLOCKOLR FOR
24'424"x12" L ?—MAN ,V.1
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COAt IflC G 24"24"x12"AMONG. G L_ i ;ne
BEHAR EM N I� WPOS.0PIER Wl NEW I = 2' -By' m W�2-Qo.4
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VJl POS. CONN. y
z 4" CONC. SUB ON 2�0t" ^ 4x4 PO TO HD m a
rcCOMPACTED GRAVEL TO HD (SEE U - I t �(s!FI L DOOR.SLAB DN - 1 ON 51 _
LL
o 6m POST EXPIRES: 12/31/23
OFFSET 14 4 usaix°igxe°Emw cF 4 S TO PIER b
S4 _ I"T:'I°fM6n°Ewm° CONN. �+ - HILINE HOMES
1 {; ;0[EnNI 1130662NDAVENUE
_ _ aa¢pxjl lm0cvnl N y` / PUOT-UP WA, 853]3
(253) 772244 ANT tee
FLOOD HAZARD ZONE NOTES: E"TKILK - PLAN: 1675L
4W' BASEELGDDELIMARON. MAINE- t 1 ETEM WALL 1 1 24"8x12"GONG DATE: 5131/22
HOUSE FLOOR FINISHED HEGM TO BE MIN. IT ABOVE BFE STEMWALL 1W
IT LOCATEALLSUPPLYAND RETURN HVAC DUCTSAT OR ABOVE SEE QRC FEES 1.01. PIER W/ PONS. CONN. LEGEND .fOBti: 2002-2169
4. ELEVATEREAT PUMP EQUIPMENT TO BEATOR ABOVE BFE('ED FEE i, 0
°. 2•-0' ROUGH Wt (3)N FIW
DOPENINGSLe CE:TCULNEAREAREOUIRED= ]131N'IIRG322221. 6'-3 ^'
5.1. USEMIN.20-8'X10"FORFLOLLOPENINGS(STANDARD VENT STYLE ASSUMED NET AREA OF CS SAWOPEN. 2'-0" 2-Vd ]'-9z" 2'-6" OC -15-X24-INSULATED
EVENLY SPACEDON OIFFERENTSIDEB OF THE ENCLOSEDAREA. / CRAWL ACCESS W/
6. FLOOD OPENINGS FOR GARAGE: TOTAL NETAREA REQUIRED= 250IMIING.,2.21 T- IT V•1FATHERSTRIPPING
8.1. USEMIN.]-B"X18'FLOOD OPENINGS STANDARD VENTBTYLEP05UME0 NETAPFA OF]2511 12' -fl" 13'-01 S
EENINGSPACEDBE QNVENLY SPACED ON E.
DIFFERENT
IOF FOUNDATION PLAN �i
OPENINGS SUMILL SHALT HE OF TH ED ON THAT CANNOT BE CLOSE ENGLOBED AREA. 2$'-tt"
fl FLWOOPENINGS SIULL BE OF THE TPE THAT CANNOT BE CLOSED AND MUST REMAIN
( D
nYGPEN.
STERE. orPLOODCRENINOSSNALLSEAMAXISFEABOVE LWSPACE GRADE
HEIGHT
10
12INTERIOR GRADEOF CIVAL SPACETO BE EQUAL TO OR ABOVE FINAL EXERIOR GRADE
.
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rcCOMPACTED GRAVEL TO HD (SEE U - I t �(s!FI L DOOR.SLAB DN - 1 ON 51 _
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o 6m POST EXPIRES: 12/31/23
OFFSET 14 4 usaix°igxe°Emw cF 4 S TO PIER b
S4 _ I"T:'I°fM6n°Ewm° CONN. �+ - HILINE HOMES
1 {; ;0[EnNI 1130662NDAVENUE
_ _ aa¢pxjl lm0cvnl N y` / PUOT-UP WA, 853]3
(253) 772244 ANT tee
FLOOD HAZARD ZONE NOTES: E"TKILK - PLAN: 1675L
4W' BASEELGDDELIMARON. MAINE- t 1 ETEM WALL 1 1 24"8x12"GONG DATE: 5131/22
HOUSE FLOOR FINISHED HEGM TO BE MIN. IT ABOVE BFE STEMWALL 1W
IT LOCATEALLSUPPLYAND RETURN HVAC DUCTSAT OR ABOVE SEE QRC FEES 1.01. PIER W/ PONS. CONN. LEGEND .fOBti: 2002-2169
4. ELEVATEREAT PUMP EQUIPMENT TO BEATOR ABOVE BFE('ED FEE i, 0
°. 2•-0' ROUGH Wt (3)N FIW
DOPENINGSLe CE:TCULNEAREAREOUIRED= ]131N'IIRG322221. 6'-3 ^'
5.1. USEMIN.20-8'X10"FORFLOLLOPENINGS(STANDARD VENT STYLE ASSUMED NET AREA OF CS SAWOPEN. 2'-0" 2-Vd ]'-9z" 2'-6" OC -15-X24-INSULATED
EVENLY SPACEDON OIFFERENTSIDEB OF THE ENCLOSEDAREA. / CRAWL ACCESS W/
6. FLOOD OPENINGS FOR GARAGE: TOTAL NETAREA REQUIRED= 250IMIING.,2.21 T- IT V•1FATHERSTRIPPING
8.1. USEMIN.]-B"X18'FLOOD OPENINGS STANDARD VENTBTYLEP05UME0 NETAPFA OF]2511 12' -fl" 13'-01 S
EENINGSPACEDBE QNVENLY SPACED ON E.
DIFFERENT
IOF FOUNDATION PLAN �i
OPENINGS SUMILL SHALT HE OF TH ED ON THAT CANNOT BE CLOSE ENGLOBED AREA. 2$'-tt"
fl FLWOOPENINGS SIULL BE OF THE TPE THAT CANNOT BE CLOSED AND MUST REMAIN
( D
nYGPEN.
STERE. orPLOODCRENINOSSNALLSEAMAXISFEABOVE LWSPACE GRADE
HEIGHT
10
12INTERIOR GRADEOF CIVAL SPACETO BE EQUAL TO OR ABOVE FINAL EXERIOR GRADE
.