HomeMy WebLinkAboutBuilding Application 2004-4-20
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CITY OF
SPRINGFIELD
Development ServIces Department
BUlldmg Safety DivIsion
I Manufactured Home Only
I
JOB ADDRESS: 3f/(P C 51, CITY JOB#: ~vtJ3 ....t?/;!.1/
JJlMkc ~,FI~
CONTRACTOR: At/. ~t1TfSt joe,
Residential Plan Review
OWNER:
PHONE:
/.2.~ - "75j'o
9~5"~ tp'o&:,
PHONE:
Items lIsted below (If any) and those marked m led directly on the approved pelmit documents are
mcorporated mto thIS project m addItion to any reqUIrements appearmg on the constructIOn plans
and the CIty standard document entItled "Smgle FamIly and Duplex ConstructIon Most Commonly
Missed Items" A correspondmg number IS marked on your plans for any items lIsted below where
applIcable
All references are to the 2002 Oregon Manufactured Dwellmg and Pmk Specialty Code (MDPSC),
and the 2000 Oregon State One and Two Fmmly Dwelling SpecIalty Code, (1998 InternatIOnal
One and Two Farmly Dwellmg Code as amended by the State of Olegon - OTFDSC) unless noted
otherWIse A copy of these codes may be obtained from the BUlldmg Tech Bookstore, Inc, 8020
S W. Cmus Dr Beaverton, Oregon 974008-5986
Your sIgnature on the BUlldmg PermIt IS an agreement that all Items \'tIll be mstalled or corrected,
and that all work on thIS project WIll comply wIth applIcable codes,
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS
AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR
APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF
ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD
PLANS REVIEWED BY:
1Jll\l Mmvc; PHONE: 72& -~~L3
~~/5/~j ?i> ~CA7tP/KT i~ :J-~f6? ~~
1 ELECTRICAL GROUNDL"'G REQUIRED IN NEW FOUNDA nONS:
On new constructIOn, a #4 concrete remforcmg-bar electrode at least 20' m length shall be
mstalled honzontally and centered in a mllllmum 5-1/2 mch thIck concrete foundatIOn at
the locatIOn of permanent servIce entrance A second bar, at least 1/2 111 dIameter shall be
stubbed up a mll1lmUm of l2-mches above the surface of the foundatIon near the servIce
entrance panel location The stubbed up rod or bm shall bend honzontally and attach (tIe)
to the remforcmg bar electrode WIth a minimum 12" lap
An alternate electrode 1I1stallation may be used m a 3-1/2 1I1ch thIck continuous concrete
slab usmg a 20 ft long No 4 bare copper conductor placed m a large loose COlI, centered in
the slab. The electrode shall rarse up out of the slab a mlmmum or 12-mches, facmg the
crawl space and located near the electncal mam dlstnbutlOn panel
Note There shall not be any vapor barner or msulatmg matenal mstalled below the
concrete slab footmg, . (MDPSC 3-8 2 I & 2,NEC 250-82(C)).
INSPECTION OF THE GROUNDING ELECTRODE SYSTEM INSTALLATION IS
REQUIRED PRIOR TO PLACING OF CONCRETE FOR THE FOUNDATION
2. Porches, car-port slabs and concrete steps exposed to the weather, and garage floor slabs
shall have a lTIlmmum compressive strength of 3000 pSI Concrete "batch" trIp l1ckets are
to be made avaIlable upon request (Table 402 2)
FoundatlOn concrete for manufactured homes shall have a compressive strength of 2500 psi
at 28 days
3 ProvIde a mimmum of 6" of clearance benveen fimshed grade and all untreated wood
mateuals (INCLUDING SIDING) (R-322 I).
4 The grade away from foundatlOn walls shall fall a mlmmum of 6" wIthin the first 10'
Drams or other approved means shall be provIded to ensure positive drainage Except
when restricted by lot hnes
5 Ground under bulldmg shall be sloped to a low pomt, arld an under floor dram mstalled to
pJOvlde posItIve dramage from the area under the bmldmg (OTFDC 311 4),
6, ProvIde 61ml black polyethylene gJOund cover, lapped 12" atJomts and 12" up stem walls
Note MOIsture barTler shall be Installed above the foundatIon slab or pIers bases
7 ProvIde net free venl1latmg area not less than I square foot for each 150 square feet of
crawl space area One such venl1latmg opemng shall be wlthm 3' of each comer Vents
shall be covered with mlmmum 1/4" and maxImum 1/2" COITOSlOn resistant WIre mesh
See attached Table 3-D (OMDPSC 3-10)
8 Roof stonll drams shall be proVIded to capture roof dramage Stonll dramage shall be
pIped to an approved dramage way, Dram lmes wltlun five feet of bmldmgs shall consIst
of a matenal approved for use wlthm bmldmgs, such -as ABS/D\W or PVC/DWV.
Perforated dram lmes used for sub surface dramage need not comply WIth this reqUIrement
(OTFDC 801.4 & Table 3811 2))
CITY OF SPRINGFIELD
Development Services Department
BmIdmg Safety DlvlslOn
Residential Plan Review
JOB ADDRESS: 3416 C Street
CITY JOB#: C0M2003-0l27l
OWNER: Marlee Stubblefield
PHONE:
726-7390
CONTRACTOR: All Gutter Ine,
Pruitt Transfer Ine
PHONE:
935-8906
451-1795
The following additional requirements apply to the carport structure'
(See attached ReSidential Plan Review comments and the Oregon Manufactured
Dwelling Code for the mstallatlon requirements of the Mfg'd Dwelling)
All Carport footings shall be a mInimum of 12-inches below finish grade,
measured to the bottom ofthe footing) IR403 1 5)
2 The carport structure must be capable of supporting all deSign loads
applied to the structure Without assistance from the manufactured
dwelling, unless the dwelling manufacturer allows the home to support
addltJonalloads Please proVide documentation from the manufacturer of
the dwellmg verlfymg that the home can support the additional vertical
and/or horizontal design loads of the carport Otherwise,..
a ProVide adequately Sized members for vertical support of the carport,
b ProVide adequate lateral braCIng for the carport structure (I e.
approved knee bracing or other approved bracing method)
Note If the storage shed IS attached to the carport roof structure In
a manner that Will adequately proVide lateral braCing for the
structure, the knee braCIng can be deleted at that end of the
structure,
Note' The carport structure may be attached to the M H as long as the
carport has been shown to be entirely self-supporting
3 The shed structure shall have all framing members and all sldmg materials,
that are not resistant to deterioration from mOIsture, a minImum of SIX
inches from the adjacent so/llthls can be accomplished by installing a
concrete or masonry curb wall above the slab), and a minImum of one Inch
from any concrete slab or walk adjoining the shed structure
4 We understand that the carport roof covering Will be of a composition
material Since compOSition shingles cannot be applied to roofs haVing a
slope less than 2,12, the roofing for thIS structure shall be a bUIld-up roof or
compOSItion roll roofing, Installed according to the requirements of the
manufacturer of the roofing material Install 7/16" ass or 15/16" plywood
structural sheathing as the roof deck, nailed accordIng to the attached
nailing schedule
~~--
TABLE 3-D
VENTILATION SIZING TABLE @J 1/150
" , , 'I ' '~' " ~t,'J.
.'" [,
I , 1
40 FEET
LONG 307 Sq Inches 384 Sq Inches 461 Sq Inches 538 Sq Inches 614 Sq Inches
44 FEET
LONG 338 Sq Inches 422 Sq Inches 507 Sq Inches 591 Sq Inches 675 Sq Inches
I 48 FEET
LONG 369 Sq Inches 461 Sq Inches 553 Sq Inches 645 Sq Inches 737 Sq Inches
I 52 FEET
LONG 399 Sq Inches 499 Sq, Inches 599 Sa Inches 699 Sa Inches 799 Sa Inches
, I 56 FEET
LONG 430 Sq Inches 538 Sq Inches 645 Sa Inches 753 Sa Inches 860 Sq Inches
I 60 FEET
LONG 461 Sq Inches 576 Sq, Inches 691 Sq Inches 806 Sq Inches 922 Sq Inches
I 64 FEET
LONG 492 Sq Inches 614 Sq Inches 737 Sa Inches 860 Sa Inches 983 Sq Inches
I 68 FEET
LONG 522 Sq Inches 653 Sq I nc he. 783 Sq Inches 914 Sq Inches 1,044 Sq In
NOTE (1) To determme the proper amount of manufactured dwell 109 ventilatIOn, use the followmg steps
(a) Determme the width and length of each section by measurIng the manufactured dwelling floor(s)
(b) Us 109 thIS table, go to the mtersechng column and row correspondmg with the length and width of the
manufactured dwell 109 sectIOn and repeat for each sectIOn
(c) Write down the total square mches of net free area ofvcnhlatlOn rcqulred for each sectIOn and add to find out the
total amount of required ventllahon for the enhre manufactured dwelling
(d) To determme the number of vents needed, diVide the total amount of net free area of venhlahon required for the
manufactured dwelhng by the vent capacIty of the IOdlvldual vents
(e) As an alternate to thIS table, take the total area of the manufactured dwelllOg 10 square feet, diVide by 150,
mulhply by 144, and repeat step (d) above,
.
70
TABLER502.3(1) FASTENER SCHEDULE FOR STRUCTURAL WALL CONSTRUCTION
MEMBERS AND MAXIMUM STUD SPACING TABLES.
TABLE R502 3[1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
"UMBER AIlD TYPE OF
FASTENERa,b,c,d
DESCRIPTION OF BUILDING ELEMENTS
JOISt to SIll or glrder.)oe nail
1111 x 6" subfloor or less to each JOIst, face natI
12" subfloor to JOIst or girder, blInd and face natI
\I I Sole plate to joist. solId deck or blocbng, face nllll
j Top or sole plate to stud, end nad
l Stud to sole plate. toe nad
I Double studs, face nlul
I Double top plates, face nail
\I Sole plate to JOIst. sohd deck or blocking at braced wall panels
I Double top plates, Dllnimum~mch offset of end jomts, face nail m
lapped area ~T
I Blockmg between JOIsts or ra!ters to top plate, toe nail
Rim JOIst to top plate. toe nall
Top plates. laps at comers and mtersectlODS. face natI
BUIlt-up header, two pIeces With lh" spacer
I Conunued header, two pieces
\ CeIlIng JOISts to plate, toe DaII
Contmuous header to stud, toe naIl
CeIlmg Joist, laps over parutu5ns. face natI
Celhng Joist to parallel rafters, face DatI
Rafter to plate, toe oall
, 1" brace to each stud and plate. face naIl
11" x 6" sheathmg to each beanng. face naIl
1" x 8" sheathmg to each beanng. face naIl
(ll
3-8d
2-8d
2 staples, 13/.
2-16d
16d
2-16d
3-8d or2-J6d
IOd
IOd
3-16d per 16.
8-16d
3-8d
8d
2-lOd
16d
16d
3-8d
4-8d
3-IOd
HOd
2-16d
2-8d
2 staples, 13/.
2-8d
2 staples, 13/.
2-8d
3 slaples. 13/.
3-8d
4 staples. 13/.
IOd
IOd
Wider than I" x 8" sheathing to each beanng. face nail
I BuIlt-up comer studs
BUllt-up gIrders and beams, 2-lOCh lumber layers
12" planks
2-16d
Roof rafters to ndge, valley or hip rafters.
toe nall 4-J6d
face nall 3-16d
I Rafter tIes to rafters. face 3-8d
Wood structural paneis-:-subOoor. roof and wall sheathing to framing. and partlcleboard wall sheathJng to framJng
'IW1/2 . 6d common nall (subfloor, wall) 6
8d common naIl (rooOf
8d common nall
IOd common naIl or 8d deformed
natI
SPACING OF FASTENERS
16" ac
1
1
I
I
I
24" 0 C
24'" 0 c
6" nc.
16" 0 c along each edge
16" 0 c. along each edge
1
I
J
J
I
J
J
1
I
\
I
I
24" oc.
Nall each layer as follows
32" 0 c at top and bottom and
staggered Two natls at ends
and at each sphce
At each beanng
19/32 -I
111/8-11/4
6
6
(continued)
12g
12g
12
10.
2000 INTERNATIONAL RESIDENTIAL CODE.
WALL CONSTRUCTION
TABLE R602 3(1)
DESCRIPTION OF BUILDING
MATERIALS
Other wall sheathmg"
1/{ regular cellulosIC
fiberboardsheathmg
11h structural cellulosic fiberboard
sheathmg
I ].'jh2 structural cellulosic fiberboard
sheathmg
112 gypsum sheathing
TABLE R602 3(1)-conlinued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
I SPACING OF FASTENERS 1
I Edges (mches)' I Intermediate supportse,e Onches) 1
i
DESCRIPTION OF FASTENERb,c d,e
11/2 galvamzed roofing nail 6d
common n,,1 staple 16 ga., 1112 long
11/2 galvamzed roofing nad 8d
common naIl staple 16 ga , 1112 long
}3/4 galvarnzed roofing natl8d
common naIl staple 16 ga., Il/4long
1 J12 galvanized roofing naIl;
6d common naIl, staple galvanized,
1112 long; 11/4 screws, Type W or S
13/4 galvamzed roofing nail,
8d common nail. staple galvanized,
IS/slong, ISIs screws, Type W or S
I Wood structural panels, combmatlon subnoor underlayment to framIng
I '/4 and less 6d deformed naIl or 8d common n,,1
"'/8-1 8d common nail or 8d deformed naIl
I '/s-I 1/4 IOd common nail or 8d deformed
natl
3
6
3
6
.3
6
4
8
'Is gypsum sheathmg
4
8
6
6
6
12
12
12
For 51 1 mch=25 4 mm.l foot=304.8mm,1 srule per hour= 1 609km!h
a. All nails are smooth-common. box or deformed shanks except where otherwise slated
b Slaples are 16 gage wi~ and have anunimum 7/16-incb on dlanletercrown Width.
c Nalls shall be spaced at not more than 6 inches on center at all supports v. here spans are 48 Inches or greater
d Four-foot-by-S-foot or 4-foot-by-9-foot panels shall be applied verocally.
e Spacmg of fasteners not included 10 tlus table shall be based on Table R602.3(2) II
f For regIOns having basiC wind speed of 110 rnph or greater. 8d defcmned nails shall be used for attachmg plywood and wood structural panel roof sheathmg to
frarnmg wlthm minimum 48 Inch distance from gable end walls If mean roof height IS more than 2S feet, up to 3S [e:t maximum
g For regiOns havmg bastc wind speed of less than 110 mph muls for attachmg wood structural panel roof sheathmg to gable end wall framing shall be spaced 6 II
inches on center When basic wmd speed 15 greater than 100 mph. nads for attaching pan:l roof sheathing to intermediate supports shall be spaced 6 mches on
center for minimum 48-mch dIstance from ndges eaves and gable end walls. and 4 inches on cenler lo gable end wall frammg
h. Gypsum sheathmg shan conform to ASTM C 79 and shall be installed 10 accordance with GA 253 fiberboard sheathing shall conform to either AHA 194 1 or
ASTM C 208
I Spacmg offasteners on floorsheathmg panel edges apphes to panel edges supported by framing members and alaIl floor perimeters only Spacing offasteners on
roof sheathing panel edges apphes 10 panel edges supported by framing members and at all roof plane penmelers Blocking of roof or floor sheathing panel edgf:S
perpendicular to the frarrung members shall not berequl1'ed ex:ceptal intersectton of adjacent roof planes Floor and roofpenmeter shall be supported by framing
members or solid blockmg.
j Intenor non-braced wall hoes may be oalled With a minimum 4-10d nails II
2000 INTERNATIONAL RESIDENTIAL CODE~
10S
TABLE R602.3(2)
WAll CONSTRUCTION
TABLE R6023(2)
ALTERNATE ATTACHMENTS
I I SPACING' OF FASTENERS
NOMINAL MATERIAL THICKNESS DESCRIPTtONa, b OF FASTENER AND LENGTH Edges Intermediate supports
(inches) finches) (inches) (inches)
Wood structural panels subfloor. roof and waIl sheathmg to frammg and particleboard wall sheathing to framll'lg'
318
, 0097 - 0 099 NaIl Ph
Staple 15 ga. 13/8
Staple 16 ga. 1%
Staple 15 ga. 1318
10097 -0099 Nall Ph
Staple 16 ga. 13/4
Staple 15 ga. 1'12
0097 -0 099 Nalll'/8
Staple 16 ga.13/4
0113 Nail 1118
Staple 15 and 16 ga.1518
I 0 097 - 0 099 Nall ]314
Staple 14 ga. )314
I Staple 15 ga.1314
0097 - 0 099 Nall fl/8
Staple 16 ga. 2
Staple 14 ga. 2
0113 Nal12'14,
Staple 15 ga. 2
0097.0099 Nall2118
6 12
6 12 1
4 10
6 12 I
6 12
3 6 I
6 12 1
1
6 12
3 6
6 12
5 10
3 6
4 8
5 10
4 8
3 6
SPACINGC OF FASTENERS
Edges Body of panel
(inches) (inches)
5/16
15132 and 112
19/32 and 5fs
23/32 and 314
NOMINAL MATERIAL THICKNESS
{inches) DESCRIPTIONa,b OF FASTENER AND LENGTH
I Floor underlayment; plywood.hardboard.par1lcleboardl
I Plywood
11/4 ring or screw shank. natI-minimum 3 6
1/4 and 5/16 12112 ga. (0 099") shank diameter
Staple 18 ga, 7/&, 31t6 crown Width 2 5
11/32,318. 15/32 and 112 ]1/4 ring or screw shank nall-minimum 6 8'
121/2 ga. (0 099) shank diameter
]112 nng or screw shank na.Il-mimmum 6 12
1%2,518.23/32 and 314 12112 ga. (0 099) shank diameter
. Staple 16 ga. 1'/4 6 8
Hardboard'
1II121ong nng,grooved underlayment nall 6 6
0200 1 4d cement-coated SInker nad 6 6
I Staple 18 ga., 71glong (plasllc coated) 3 6
Particleboard
114 4d nng-grooved underlayment natl 3 6
Staple 18 ga" 'lis long, 3116 crown 3 6
3/8 6d nng-grooved underlayment nad 6 10
I Slaple 16 ga., Jll8long. 3ig crown 3 6
112.5/8 6d nng-grooved underlayment nail 6 10
I Staple 16 ga, ISis long, 31g crown 3 6
FarSI I mch=25 4mm
a. NaJl IS a general descnptlon and may be T-head, modIfied round head or round head
b Staples shall have a mmimum crown wldlh of7/wmch on diameter except as noted
c Nalls or staples shall be spaced at nol more than 6 mches on center at all supports where spans are 48 lOches or greater Nalls or staples shaJl be spaced at not more
than 12 inches on center at mlermediate suppons for floors
d Fasteners shall be placed In a god pattern throughout the body of the panel.
e For 5-ply panels, mtermediate natls shall be spaced not more than 12 inches on center each way
f Hardboard underlayment shall conform to ANSUAHA A135 4
106
2000 INTERNATIONAL RESIDENTIAL CODE"
WALL CONSTRUCTION
TABLE R602 3(3) . TABLE R602 3(5)
TABLE R602 3(3)
ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING
MAXIMUM STUD SPACING Conches)
SIding nailed to .
PANEL SPAN RATING
112/0, 16/0, 20/0, or wall -16 0 C
124/0, 24/16, 32/16 or waIl-24 0 C
ForSl I mcb=254mm
a. Blockmg ofhonzontaJjolOts shall not be requmd
b Plywood sheathing 3/g-mch thick or less shall be applIed wIth long dImensIon across studs
c Three.ply plywood panels shall be apphed on 1m long dImension across studs
PANEL NOMINAL THICKNESS
(inch)
5/16,3/S
3/S, 7/16, 15/32. IIz
Stud
16
24
Sheathing
16b
24c
TH'CKNESS Conch)
3/S
l1z
ForSI 1 mch=254mm.
a. Wall sheathtngnot exposed to the weather lfthe panels are apphedhorizontally, the endJomts of the panel shall be offset so that four panels corners w1l1 notmeet.
All panel edges must be supported Leave a lh6.mch gap between panels and naIl no doser than 3/g lDcb from panel edges
TABLE R602 3(4)
ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
I STUD SPACING Conches)
When SIding Is naIled to studs When SIding Is nalled to sheathing
GRADE
M-1 Extenor glue
M-2 Exlenor glue
16
16
16
TABLE R602 3(5)
MAXIMUM STUD SPACING
SUPPORTING TWO I
SUPPORTING ROOF AND SUPPORTING ONE FLOOR FLOORS ROOF AND SUPPORTING ONE
STUD SIZE CEIUNG DNLY ROOF AND CEIUNG CEIUNG FLOOR ONLY
(inches) (inches) (inches) (inches) (inches) 1
2x4 24a 16 24a
3x4 24' 24 16 24 I
2 X 5 24 24 24 1
2 X 6 24 24 16 24 J
For 51. Imch = 25 4 nun.
a. Shall be reduced to 16mches Ifuuhty grade studs are used
107
2000 INTERNATIONAL RESIDENTIAL CODE"
11- D')~- 31"" ;),,4 - {cy( L.D-t- (OlD d....
NOTICE:
THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
ANY 1 SO fJAY PERIOD.
Ci
~
~I~_.I \
E~
~t\.~~dU'Y
~
--2--~ J,'(~:L_
ARE REQUIRED Please
refer to attached Development
Code SecTIon regardmg the
placement and types of
allowable street trees
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:lATE RECEIVED r2'~ilJ6" JOB NcCot<iA.tn~-Wi ''8 CA~{l.f'oO:!.. r;...
~~~~S) I ~~~~:;~~~ ~=~p ~~ .6 ~ Jv'\,H. .t--.,*~~,~,_. ~"II., J
STORIES TYPE CONSTRUCTION 5-'~ ' ~ . r J-
LEGAL DEseRI"'" ,( '\ 1702. 3, 2.LJ-' 101 {')"2-
ADDRESS ~'-\\(O" c-' -::.t- ~
OWNER rV'o.J,J",-,,- 5;.-\-u..bbl...L.....I..<l '-l:~~_ .__._ Co 1J;.,) I
ThE CONTENTS HEPE ON HAVE BEEN REVIEWED WITH ~'
ALTERATIONS tNDICATED ON COLORED PENCIL CHANGES
OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR \. \ 1':r ~ -j """ \ " =- "
~~~~Eu~~~~T.E~F~c'i~tTE BELOW SHALL BE APPROVED BY \.~\}~}~?-""">,~ ~~ - ~~
CITY OF SPRINGFIELD, OREGON . {olt-/l5
APPROVED BY ~ ;11Pf)~ DATE 1- 5-0'1
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25'
<TRFFTTtll:;F< ARF
MINIMUM SETBACKS - INTERIOR LOTS
All measurements are from Property L2nes
c... ~-I'-'32 -\-
-Front yard to House 10 feet
-front yard to Garage 18 feet
-S2de yard to House or Garage 5 feet
-Rear yard to House Dr Garage 10 feet
P.U.E MAY CHANGE SETBACKS
ATTENTION Oregon law requires you to
follow rules adopted by the Oregon Utility
Notification Center, Those rules are set forth
in OAR 952-001-0010 through OAR 952-001-
0090, You may obtain copies of the rules by
calling the center. (Note tM telephone
number for the Oregon Utility Notification
Center IS 1-800-332-2344),
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