20090104 Permit Pkg 061509City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Applicant
Permit No: BLD-09-0104-YL
Issue Date: 06N5/2009
(Work must be started within 180 days)
Receipt No:
Name: Bella Housa Village, LLC Phone: 400-7437
Address: 14948 89th Ave. SE City: Yelm State: Wa Zip 98597
Property Information:
Site Address: 14908 91st Ave. SE
Assessor Parcel No. 33860001600 Subdivision: Bella Housa Village Lot: 16
Contractor Information:
Name: Lanza Premier Homes, LL C Contact: Phone: 253-820-5950
Address: PO Box 5606 City: Lacey State: WA Zip: 98509
Contractor License No: Expires: Business License:
Project Information:
Project: Bella Housa Village
Description of Work: SFR Lot 16, Plan 1293, Model Home II
Sq. Ft. per floor: (1st) 1652 (2nd) 0 (3rd) 0 Garage 254 Basement 0
Heat Type (Electric, Gas, Other): OT HER
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit 100-500k 1,185.51 993.75 191.76 5.6000 34.2420 $1,000
Building Plan Review 893.10 0.00 0.00 0.0000 0.0000
Mechanical Permit 71.75 0.00 0.00 0.0000 0.0000
Plumbing Permit 83.00 20.00 63.00 7.0000 9.0000 Fixture
Sewer Inspection 145.00 0.00 145.00 145.0000 1.0000 ERU
Water ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000
Traffic Facilities Charge 1,334.21 0.00 1,334.21 1,321.0000 1.0100 Peak PM Trip
Fire District Impact Fee 501.44 0.00 501.44 0.3200 1,567.0000 square foot
State Building Fee 4.50 4.50 0.00 0.0000 0.0000
Sewer ERU (LID) 3,093.00 0.00 3,093.00 3,093.0000 1.0000 ERU
TOTAL FEES: $9,111.51
Applicant's Affadavit
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
registered in the State of Washington.
Signature J~/ / ~"~ v''?'' ~ 'ht~? Date ~' ` ~ 5 ~ ~
Firm ~i c' ~~` ~I U LrS ~ y/ ~~~~ `C rrnsi~,~n
OFFICIAL USE ONLY
# Sets of Prints:
Final Inspection:
Date:
By:
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Permit Fees Schedule
Permit No: BLD-09-0104-YL
Applicant:
Name: Bella Housa Village, LLC Phone: 400-7437
Address: 14948 69th Ave. SE City: Yelm State: Wa Zip 98597
Project Information:
Project: Bella Housa Village
Description of Work: SFR Lot 16, Plan 1293, Model Home II
Site Address: 14908 91st Ave. SE Assessor Parcel No. 33860001600
Fees: . •'•`. ~,_
,~,. .
Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit 100-500k 032 001-322-10-00 1,185. 51 993.75 191.76 5.6000 34.2420 $1,000
Building Plan Review 100 001-345-83-00 893. 10 0.00 0.00 0.0000 0.0000
Mechanical Permit 032 001-322-10-00 71. 75 0.00 0.00 0.0000 0.0000
Plumbing Permit 032 001-322-10-00 83 .00 20.00 63.00 7.0000 9.0000 Fixture
Sewer Inspection 805 412-343-80-00 145 .00 0.00 145.00 145.0000 1.0000 ERU
Water ERU 715401-343-80-02 1,500 .00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 712 401-343-80-01 300 .00 300.00 0.00 0.0000 0.0000
Traffic Facilities Charge 420 120-345-85-00 1,334 .21 0.00 1,334.21 1,321.0000 1.0100 Peak PM Trip
Fire District Impact Fee 105 001-345-85-00 501. 44 0.00 501.44 0.3200 1,567.0000 square foot
State Building Fee 160 001-386-00-00 4 .50 4.50 0.00 0.0000 0.0000
Sewer ERU (LID) 802 412-343-50-01 3,093 .00 0.00 3,093.00 3,093.0000 1.0000 ERU
TOTAL FEES: $9,111 .51
CITY OF YELM
~~/~`y~~',u~~RESIDENTIAL BUILDING PERMIT APPLICATION FORM
Project Address: +~ ~~ i~ ~ s I- j`1-•~ Sz Parcel ~:
Subdivision~r~ t ~u I-l,, ~ ~~. ~' i 1~ ~:~ Lot #: /~ ,,Zoning; ;2 E
~ New Construction ~ Re-Model / Re-Roof /Addition -Home Occupation Sign
Plumbing i~ Mechanical ~ Mobile /Manufactured Home Placement n Other
Project Description/Scope of Work: S ~ ~~ ~, I ~- ~~~. ~-, • t 1 ~ <- , , ~ ~ .~ ~ • .- ~ W ~ .~••~
a ~~ -
Project Value: (~ `/ , ~' c~ ~ !; ~ `-, ~- •~ .- ~~
Building Area (sq. ft) 1 S` Floor /O~ "3 2"d Floor l- ~'' Garage z ~ `~ Deck ~ A
Basement N r~ Carport N 1 +1 Patio ~ ~ 1
# Bedrooms z- # Bathrooms?- Heatin :GAS THER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? ~~ ~ If yes, a
completed environmental checklist must accompany permit application.
BUILDING OWNER NAME: e i~ ~ Jw / i31II=~ No.1s~. v .l lu~,k L ~
ADDRESS / y h' ' ; ~~ ~ I sa ~ C EMAIL
CITY ~ ,~ I ~ ~ STATE '-~~ ~ ZIP `~ 7 TELEPHONE ~6C - ~L~ '7y3 7
ARCHITECT/ENG~NEER ~ z•-:, r~ ~~-r. a R ~s~~z•,a4-~ LICENSE #
ADDRESS ~' _ ~<-,~ s ;l ~ E. EMAIL
CITY r~l ~ :~;,, <_ STATE ~--' ~` ZIP `f>;~- ~ TELEPHONE 36r~- 8C7-=i 77 7
GENERAL CONTRACTOR ~, ~7=, Q~. ~.n. ~-- I ~~«TELEPHONE z S~ ~ zc ~ ~ ~i SZ;
ADDRESS ('~ ~3 { x S-~ _ c EMAIL /a .~ z.: J ~ ~ ~~»~ ~ ~ ,F - !,)mr~• ~{ . gut
CITY !-• << .. STATE !,,, :=~ ZIP '(05(~~ FAX 3c~' i5-5__- ~!~ ~ 1
CONTRACT R'S LICENSE #~-'~ Nti~ n5b~ ~r3 EXP DATE CITY LICENSE #
PLUMBING CONTRACTOR {~:y ~~ y 1 -l < TELEPHONE X ~ - 5 S C- • E• ~ ~R r~
ADDRESS EMAIL~C~' ~- • > ~, _! .. .-< <~~~ Ks~ . r4 ./
CITY STATE l.)' ZIP FAX y~~. - y ~ ~ ~ , 3 ~
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
MECHANICAL CONTRACTOR S ~ ~ ~_ ~ A ..r i r~ . TELEPHONE ~o - y ~ 6 ~S
ADDRESS S ~'~ ~ ~~-~ •-, 3c.~'~ sc EMAIL
CITY «~~~ STATE •- .• ZIP~~ '~ }~ ~ FAX
CONTRACTO 'S LICENSE # ~- EXP DATE~,CITY LICENSE # ~'"'. ~'Iss .c
~ ~ 11 Copy of mitigation agreement with Yelm Community Schools, if applicable.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, rules and regulations of the State of Washington and the
City Im.
Applicant' ure Date
West (360) 458-3835
(360) 458-3144 FAX
www.ci.yelnz.wa.us
Owner / ontractor Uwner's Agent /Contractor's Agent (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
105 Yelnz Auenue
PO Box 479
Yelm, WA 98597
SENT BY: JAMES PETERSON; 360 455 5002; JUN-11-09 7:52AM; PAGE 2/2
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SETBACKS: AS NpTCD
BUILDING ENVELOPE: 2080 SF
TOTAL HOME5ITE AREA: 61 t3 SF
od eccu,eta aria u.,::ad «, rarrrpnt dcvcwPment plar,y, evr s nor warranted end r cugect to error, cnarrge and
Sella Hasa VINag¢. ~l.C Ail q~phtr Reserved.
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THURSTON COUNTY DEVELOPMENT SERVICES , ,~
2006 WSEC PRESCRIPTIVE COMPLIANCE FORM ;
~nnaasnax wU~nY
//~~ ! ` / ~~~
APPLICANT NAME: '7'~~ ~C c:,nt_ f-f << t ' Y4 ~-~ ~~ C ~- t C ~~
-.. ~
PROJECT ADDRESS: I ~ e:'~ ~ ''
HEATING SYSTEM TYPE (Check one):
}t( Forced Air Furnace
^ Zone Heat
^ Other: l~
MAXIMUM HEATING SYSTEM SIZE (BTU/Hr):_ ,~ I . S ~ ~
MECHANICAL VENTILATION SYSTEM TYPE (Check one):
^ Intermittent Whole House Ventilation Using Exhaust Fans (2006 VIAQ 303.4.1)
~; Intermittent Whole House Ventilation Integrated With A Forced Air System (2006 VIAQ
303.4.2)
^ Intermittent Whole House Ventilation Using A Supply Fan (2006 VIAQ 303.4.3)
^ Intermittent Whole House Ventilation Using A Heat Recovery Ventilation System (2006 VIAQ
303.4.4)
This project complies with the following:
^ The project is asingle-family residence or duplex.
^ The project is wood frame OR all the insulation is interior or exterior of the framing.
^ All building components will meet the requirements of the table below.
^ The building will meet all other provisions of the WSEC and VIAQ.
WASHINGTON STATE ENERGY CODE PRESCRIPT!VE BUILDING ENVELOPE REQUIREMENTS°''
/~~.n,Aromcn+c h--_~corl nn ')(1r!R 1fJ4G(` Tahlc~ F..1 ('lntinn I\/\
vi ~ g
AreatO % _ ~....y..,,.......
Glazing U-Factor ___
Door
U-
CeilinyZ _ _
Vaulted
Ceiling' _
Walh2
Above
Wall
Int" __ __
Wall
Ext°
Floor' __ _
Slab"
On
of Floor Vertical Overhead" Factor Grade Below
Grade Below
Grade Grade
Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area
of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the
specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling
3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the
insulation . Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500
square feet of ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its
intended use, and installed according to the manufacturer's spec cations. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its Intended use, and installed according
to manufacturers specifications. See Section 602.4.
7. Int. denotes standard framing 16 Inches on center with headers insulated with a minimum of R-10 insulation,
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U-factors determined In accordance with NFRC 100 or as specified in Section 502.1.5. ; ; r- ! 1~ c
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement, C C
~~".-=Y ~ U 1CC9
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THURSTON COUNTY DEVELOPMENT SERVICES ~=_-~=
2000 WSEC PRESCRIPTIVE HEATING SYSTEM CALCULATION FORM ~_
APPLICANT
PROJECT A
INSTRUCTIONS:
STEP 1: Determine TOTAL ENVELOPE COMPONENT UA.
r~ Multiply the PRESCRIPTIVE U-VALUE by the AREA of each component to find the ENVELOPE
COMPONENT UA. For SLAB ON GRADE, multiply the PRESCRIPTIVE SLAr3 F-VALUE by the
SLAB PERIMETER. y
^ Add the ENVELOPE COMPONENT UA's to find the TOTAL ENVELOPE COMPONENT UA.
^ ENVELOPE°COMPONENT
"° PRESCRIPTIVE AREA (square feet)' ' ' ~ .ENVELOPE
COMPONENT UA
U-VALUE y
WALL (R-21) 0.06 ~ ~'~ ~ '
FLOOR_(R-30) --6:fl29~ _ -~r- 3 1 f;-~
VAULTED CEILING (R-30 0.034 ~,•,,~ ~ t S• t G
500 SF MAX.) ' 7 ~
CEILING R-38 0.031 j
WINDOWS 0.35 ~ 7cU
DOORS
I 0.20
SKYLIGHTS 0.58 _ _ _ -
-° ~
t 'PRESCRIPTNE
~ ":SLABF-VALUE ~ SLAB PERIMETER
~Imaa1 fac~ ' ~-
SLAB ON GRADE R-10 -
0.54 _
---, ~ ~
`
' TOTAL ENVELOPE _-~~
~/
' ~ COMPONENT UA
it
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STEP 2: Determine MAXIMUM HEATING SYSTEM SIZE.
^ Enter the TOTAL ENVELOPE COMPONENT UA (taken from table above) as the VALUE for both
ENVELOPE COMPONENTS and DUCTS. Enter 0 (zero) as the VALUE For DUCTS if the
building does not have a ducted heating system.
^ Enter the volume of conditioned space in the building, in cubic feet, as the VALUE for AIR
LEAKAGE. Volume of conditioned space =Conditioned floor area x Average ceiling height.
^ Multiply each VALUE by the modifier(s) to its right to find the HEAT LOAD CONTRIBUTION for
each HEAT LOSS PATH.
^ Add the HEAT LOAD CONTRIBUTION's to find the DESIGN HEAT LOAD for the building.
^ Multiply the DESIGN HEAT LOAD by 1.5 to find the MAXIMUM HEATING SYSTEM SIZE.
X1.5=
lJ`~ 7
MAXIMUM ~ (~
.
HEATING r' ~
SYSTEM SIZE
BTU/Hr
~ ~ ~.~i.v
~~~~~ss
Z~~° 7
SEP-10-2008 WED 11:15 AM TRU TRUSS [ NC ~tiU 4y 1 tiU'Lti r, u t
Tru Truss Inc.
_ TNUR~TQN COUNTY'S ULOE57, LOCALLY OWNED ROOF TRU55 M~NUFACTVRER
~ 0~livering Qualit~- Built Trusses Sinca ]971
27SU HOGUM BAY RD N.E. 'LACfiY, WA 9851 fr3123 ~ (360) 491-8024' FnX (361?) 491$02R
www.tr~0'r~~aa.c~m .~ ,
September 10, 2008 ~~ ~~
' O Vv -
BeNa HOUQA •
Fax: 8G6-381 G
Actontion: Drive Carey
We appreciate the opportunity to submit the following bill for a Model 2 pro sed for
construction in 'Yclm, Washington. Our bid is fot roof trusses per o Pri are based
on a complete truss package: 2 X 4 Top Chord Trusses (composition loading), hangers for tnles
to truss coimection, and 2 X 4 vented and solid blockin d • d to your platoline if within
reach of our boom truck.
We submit to you a p • of: S 3,984,00
Please Kota:
>~ B!c! EXCLUDES Irmpnrory « nr! pcrymunenl lutern! hr«cln~.
i Pllr/tslinc rJrlivrry ijwithin rer-ch u/•ulir buun/ tnrck - tan/r«clor ra• rctcNonsiGlv,for joGsily
Price as quoted is for payment within tenn~, includes all discounts and ~s subject to Washington
State salag lax. 'f3id pricc3{s) will he 1lelcl For thirty (34) days i'rom the date of this proposal, we
suggest that you verify price at t•he time you place your order.
Again, thank you for the opportunity to bid this roof. tn~ss package. Should you have any
questions, or if we tnay be of any further assistance pleast do not hesitate to call.
asp ctfully submitt d,
f
~~-
Dan Wilkinson
n,
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• 'Walls rnnrt br<xuJJTcicnrh•'Grrrcirl
Nrn415lnnr fiir adttilrurra nrwarr nnrl.rlrrt carelGinnr rn Inxrrrn rue s~njely nflx~,:rnnnnl, rryu/txranl• landrtrpiug and .rrruGarnr mr• /hc• rrJl,unsiGiligr
ufnc~• hinrrvn•rur/v,rnOr.
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J4hriJO hgCrrtLhili/y IM tlur r/rti v~rr r(irCtir,N4l1.
f'~r Wu~•hingtun State law;
UB s•Hv nJ.rrzlencr in the drlivrry Irrul•rsJ it r•w/uGtYl
larrnr• n/x~rrurrrc r+rr nul R1/urYt~l rn Imrw• rlOnlrlrlr rvhrn rr land lr nlrnrh~Aln ihr cr»nr•/arhlr.l
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Z'd bbZ~8Sb~01 0SbL00b-09~ 9Jd11If1 dSf10H d~~38~W0~i~ d60~80 6002-2-Nfl!'
Sloped Ceiling - R-30 Rigid - 2x6 Flat Ceiling R-38 Sloped Ceiling - R-30 Rigid - 2x6
at To Chord of MFG TRUSSES Batts at To Chord of MFG TRUSSES
Sloped Ceiling - R-30 Rigid - 2x6 Flat Ceiling R-38 Sloped Ceiling - R-30 Rigid - 2x6
at To Chord of MFG TRUSSES Batts at To Chord of MFG TRUSSES
Sloped Ceiling - R-30 Rigid - 2x6 Flat Ceiling R-38 Sloped Ceiling - R-30 Rigid - 2x6
at To Chord of MFG TRUSSES Batts at To Chord of MFG TRUSSES
Sloped Ceiling - R-30 Rigid - 2x6 Flat Ceiling R-38 Sloped Ceiling - R-30 Rigid - 2x6
at To Chord of MFG TRUSSES Batts at To Chord of MFG TRUSSES
Sloped Ceiling - R-30 Rigid - 2x6 Flat Ceiling R-38 Sloped Ceiling - R-30 Rigid - 2x6
at To> Chord of MFG TRUSSES Batts at To Chord of MFG TRUSSES
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY;
BATTS BATTS
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY'>
BATTS BATTS
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-3$ HIGH DENSITY:`
BATTS BATTS
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY<
BATTS
, BATTS
2X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY
BATTS BATTS
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY-
BATTS BATTS
X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY'
BATTS BATTS
'-2X12 RAFTERS - R-38 HIGH DENSITY 2X12 RAFTERS - R-38 HIGH DENSITY'
BATTS BATTS
R-38 FIBL=RGLAS BATTS ON 1ST FLOOR CEILING AREA AT ENTRY -STANDARD
MFG TRUSSESS
JUN-2-2009 08:09A FRUM:BELLA HOUSA VILLAGE 360-4007450 T0: 4583144 P.3
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Job: .L09D9R} BELLA HOIJSR - 1100EL A2 / 0 26' flt t i c rHtS out. PAEPAQEa BY THE ALPIAE ,AB CFSIti{R PBa~1Rt fAat:t TAUSS rx ~ unfll)r
Too chord 2X1 Hi: 12 'T2 T3 2XB SPf l9SDf•1.1E~ 83 nph rind, 15.11 f! Xaean h f, RSCE 7.05, CLOSED bldg, not loeoted Yllhln 4,50
Boi o1Yrd 2X10 SPf l~Of•1.7E :B2 2X9 HF A2: fi fron roof edge, CFli [1, Ef~P C, u+nd TC OL•3.5 psf, wind 8C OL-S.0 psf.
lfebs 2.4 !G Stvd
Ytnd raoctiy+9 booed on tIVFHS proesures.
End vvllcals rmt s+~poted to ulnd pressure.
Hoof arvtnng suppcrts 2.00 psf sofF11 lood.
IRI C.anf im+ous loterol broel~ eouolly epocvd on n+e+bv.
Trots passed ehatl+ for 20 psf odditlorol bottoR ehore Ilw laod In oreos ~Ith
BoNon chord checked For 10.00 pef non-toncymeot botfon ohord flue Ippd opplled 42'-hlgh X 24••„~de ctsorancr.
per !RC •06 section 301,5.
Collor•tle broaed ullh cont+nuous loteroi b^aeing of 21' OL. er rigid ck+llrg,
Br: orr+o roon floor loading: LL - 80.00 pef: OL - 10,00 pef: fron 6-0.0 to
20.0.0, Oefleetlon vests L/360 Ilw and I./24p 1p3e1 load,
13' 13'
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~~~~ 86245
PLT. 1YP.-ifRVE oESIGn cAlr-lac~orr, cyAT-t.aou.zsti sl G9TY= 5 10TRL- 5 REV, 8.03.0416.02 E •0.1815
aAD~l+elClo;.rRFFER OPRTtt•9lzINANOLtIGE1N51RL~1NG~Tllrlp8 InGI1~~Lt9+%Odrlta)a(u1tI~~SS TC LL 2~J.OPSF E~EF
a{aTE 1~TITlJrE, 513 D'oN0'RIO Ox., SUiTF 260, MO15Q7, Y7. S7r)91 F(f7 SR~EI/ RRIKTICFS
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T oturd 2.4 FF 12 :T2 T3 2.8 SPF 1950F•1.7E~ B5 Aph Y111d 15.00 Ft wean hy1, fSCE 7.05, a06E0 cldg focused enyuhere to
8aopt ohard 2xiD SPF 195pF•t.7E :82 2s4 F4 t2: roar, CR1 lf, EXP C, ulnd Tf DL•3.5 psi', vend BC DL•5.b psF,
Vebs 2:4 IF Stud
Nlnd reoctiom hosed on fTgfRS presevres.
End verticals rnt exposed to ulnd pressure,
Roof ovlrhpn9 supprta 2,00 psF soFFlt land.
lRl Continuous loterol brociny equally spoeed an caber.
Truss passed cluck far ~) peF oQditlenal Dotson eMrd live load in oreos vlth
ljotta~ chard checked Tor 10.00 poi' non•wn:urrenl button ritord Ire load oppi'led 42'-hlyh x 2t'•uide cteoronce.
per fRC•O6 sectlan 301.5.
Collor•tle trooad with pontinv.•„a loterol tx•oclny of 24' ~. or rl9td wtlln~.
8C ottle roa+ floor teodlny: LL - 40.00 psf: 0. - 10.00 pat': free 5.6-0 to
17.6.0. OeFleatlon neete L/36D h ve and L/140 talcs loud,
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