08-0016 Submitted Club House Plans,,
P120JECi CONTACT INFORMATION
THE CLUB HOUSE
ACTIVE -HEALTHY -SMART
BELLA HOUSA COMMUNITY CENTER
= SHEET INDEX
-~ - - 150' - - f- - -
BUILDING __ b
SET BACKS - ;,~
_ _ PATIO I-__.. - - _
PROPOSED COMMUNITY BUILDING
3051 S. F.
20'_0" -
-GAS METER - - - -~ -- - -- - - -- _ - - -
-ELEC METER- - - - _
-PHONE/CABLE - - - -~
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VICINITY MAP
PARCELa 21?13300000
zGNING
SITE AREA R.a
PROPOSED UGE. 218259. F.
RECREATIONAL USE BUILDING
BUILDING SETBACKS. FRONT VARD 16FT ALlOW~D
SIDEVARD SFT ALLOWED
REAR VARD zsFr n~LOweD
PARKING REO'D. 1 `o TALU10 OCCUPANTS X 64 OCCUPANTS =]STALLS
PARKING ~RO'/IDED. STANDARD BTALLB. ^0
COMPACT STALLS. 0
ACCESGIBI.E STALLS. 2
TorAL PROVmeo-. +z
ALLOWED BLDG. covER ACe sov
IMPERNOUS'. BUILDING. G5~65. F. (2136)
PAVING'. 60b0 5. ~. (28%)
10TAL 10656 (46YJ
CONSTRUCT',ON 3YPE. TVPEV-B
ACTUAL BUILDINGAREA. x.061 S. F.
ALLO~NABLE BUILDING AREA. ],000 S. F.
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FLOOR PLAN
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sTaucruRAL NOTES
Ge feral NDies'.
TFese structural notes suppl ith tl g F yd p' yf d g h d 9,ih tlih tons shalb~repDl'ed[o the EnBneer, who shat correct suchdscrepancy n
wrtnA. Any work dote bytl Go tactora5e. tl y i d- P Y h Ilb ith C t f k
The Contractor shall vet fya d d t' tlmens ons ngald g P F d g' n any k ibr cat on. The Contractor sh II d to oetwe ih M1tecturald rigs and the
siruNUraltlwvi rigs. The arcFte.Nw dine ' rea:e tak=n to be aortas who tit t 'in h Wctu2ld g~ The GOnVatlor's respons bl Il brae' Aga d h 'gtl toga uct Dr.
FII oonshUCt on shat conform tc the epplloable po_ons o(iha etas! edt on of iFe Intema)onel Bu Iding Code exoapi where noted
Design cmede:
1. Live LOeC - 40 FBF (Floors)
= 40 PSF (OecksJ
- 25 PSF (BnowJ
2, Daatl Load 15 PSF !Roof)
= Slab on Gwtle (Floo)
= 10 PSF (Walls)
150 PGFtCOncrea)
3. Pa~depn = mPSF (Pmpw)
Wind = 2008 lBC Exposure B ~ 85 mPt',
6. EeMquake - 20o61SC
5. C D
D 'g Cac D
U G p I
R 65
Cd 4
W
6. Boll = 600 P6F. Assumed bearing cepacty
eonp~e~e a Remfowmg steer
1. Au poncre~re wo,k amen be verme zoofi lac chapter 1s. ro~ewnpea anal) ba perlse ehap!er1 g, saceon w. Mir;ne~ planement and inapecdpn amen be versacNoos ai, oa, o
2 Ail rainforcng shall to ASTM A615 Gwtle 60 exoep: as shown on the plans.
3. Concrete shell be in accordance wiln ASTM 150
fc= 2500 PSI Q 28 day
sll.mF = 4" maximum, 6% Alr entwined.
Steel'.
1. Anchor bolts shall be ASTM A301 and will have a 3XBx1/4" plate washer.
Carpentry.
'.2X siruUCral !taming snall'De k2 Douglas Fir.
4xswcmral merrbera email be ~z Dougvs Fo-.
6X members shell be bi Dougas Fir.
2. Provide solid blocking in floor system below ell bearing walls and polri loads.
3. 2X olsis ahau be kiln dried and stored in a dry e'ea prlorro insiallatlor.. The moisyre wnieni of el wood shell he less iha~ 16`/0.
d. Roc' M.sses shall be by e pre~apDreved manufacurer and consVUCtel1 aoco'dng to'he speafaatona of Ne Truss P`ata Insiitu!e. Truss shop dwwinss must be stamped by a
and be on Ste at the time of constluoilor. Prel;miraryteuss drawings must be reviewed pnorN COnsVUCtion. li is the miss menufadurers responsibility io inform lna englnear of
cl angel hom Ne preliminary trues ley-0ut.
Girder irussesn nave a minimum of bearing studs equal m number of p law cf truss. All girder trusses shell have Simpson HGT i'a down at eiiller end [o mash number of piles.
Truss menufaclures ere responsible kr all bwung of ine trusses inolutling end wall bracing end all other baclrg baluveen Ne building and the Musses unless speafiaaily Shown c
drawings. Conbactor to coordlna!a breoing with snglneer of recoN as required.
5. Glue laminated beams shell be 24F-VB for cantsevered or continuous beams and 24F~V4 for simple spans.
(Fb = 2400 PBI)
[FV= 100 P51)
1E=1.800.000 PBI)
(FCL=650 PSl)
6. GOniinuous and cachleveretl glue laminatatl beams shat not he cambered. Nl oiher Slue lam~ne!a0 beams shall he cantilevewtl for lL480. See the pain rig pla'~s for any axes
]. All manufactured lumber shall be by Boise Cascade and have lla bllawing structural properties'.
Verse Lem (VL)
(Fb=2,BOC PBIJ
lFV s 280 PSI)
(E = 2,000,000 PBI)
(FCL = 750 PBI)
B. Sn F' g t f tl fl h 'I b I itl wM1h f g perpend cuter to supDOds tl tl i tagg d ' a" on cen P de 1/0" space at panel etl9es as regdred by p
Flcor sFeathng shell he ne ed 6' o c. edges end 12' fold wth 10ds and tool sheetli rig shat be 1etl dges and 12' field with 10o's unless othepuse noted on iFe tl
9. Block end nail all horizontal panel edges et tlesigne[atl shear walls.
Hardware.
All connection hardware snail be Simpson "Btron9 Tle'". Gonnactlon hardware exposed to the weather or so I shell be Yeetetl as in steel above.
CAUTION'.
PLACE iRUBSES PER MANUFACTURER'S RECOMMENDAIIONB. BRACE PER RECOMMENDATIONS.
CONTRACTOR TO FIELD VERIFV ALL CONDITIONS AND AI.L ELEVATIONS.
TYPICAL SHEAR WALL NOTES
L's 5'a' d' by 10 A h B It AB') h gl pl ' d 5 d" d b/ 12 ABS with double and 3 tl mown on J1e drew gs. AB's shall nave I" of emoedmen f flog, sFall be
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d plate'vesner
csnteretl' h s.ua rr I and sea proles inrough .Fe boilom plate D(1le wal and nave a 9x3x1 -
Al well sheatFing shall be l/2'GDX plywood 518"Ti-1l sitling,or>/16'058 with extalior exposure glue and spar rated "6R 24/0"or baiter AEI free Shea M1ing edges wall pe blocked witn 2x4 Dr 2x6 flat _ o
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olceking except where voted on rile drawings or below.
I be Bd or 10d con'mon Bd common na Is must be C.131 itch diem=_ter, Senco KC2] Ndls are eyLvale It If 10d ccmmen nails are caled for iFe d t b O.irB riches. Sew
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oc. br al laid Hal rig excep[as nosed.
MD23 Ne is ere equ'valen:). Nal Ste and spat lg al all aheath'ng etl9es snail be es requ red be cv+or as'n ine tlravi rgs. Nal spacings shat be 12
Hclc dovms are 5 mps 'St g ' 'and shall be nsia led per the manufacture tl t Equnale It hold do ' b" U i'.ed Steal Products Comoeny Kant-Sag' that nave ICSO apprcva can
be subs[vted n place of B'npson ho'd downs. Ali floor systems must be boaatl sd'tl oelo to ember [hat he hold dov i ed to. TM1'sbook shoud be equal to orlerger than he member the Old
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down is aHflched m and be placed as a'souash block V
al dyable and viple sicda ahau be gored a,d nailea meemerwim 1od'a at 3° e ~. rot each layer. p ~,
Au ex scads era m ba nz DE era eu 6. amtla ere m be a1 DF when need rornpm dov,na and:hear waua. rn
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ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR 112 OR BETTER.
NO'E. MST STRAPSattaches to(2)Zx Dr rx studs ~n well abovaand below urless noted oihenvise. Nail a:l holes with l6tl svkea. ~ -
SHEAR WALL SCHEDULE ~ Z
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1 FeeNing nailed wIN 100'5 ei fi" on center all etl9es.
Z sheathing nailed vntM1 l0d's et 4"on centerall edges and ax Dr 6x s!utla at panel edges. Q a°"
HOLD DONN SCHEDULE
It 111 F Tiy f n t I t Itld h b ti -l d i II t 1`wm cg. Archorb I b i d eres[tYe comer o~Dp g h d fh h I. sA1
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Inb concret
+.14 x a wood emevs rn wan above.
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4
53
2006 WSEC PRESCRIPTIVE HEATING SYSTEM CALCULATIONS
ENVELOPE COMPONENT PRESCRIPTIVE AREA NVELOPE
U-VALUE COMPONENT UA
WALL IR-21) OE 1382.8 83
F_OCR (R-30) 029 0 0
VALUTED CEILING (R-30 Q 600 SF MAXI Oa4 0 0
GEI LING ;R-38) .031 3051 94.0
WINDOWS 65 2]05 947
DOORS 20 5567 13].3
SKYLIGHTS E6 0 0
PERSCRIPTIVE SLAB PERiMEi ER
SLAB F~VALUE LF
SLAB ON GRADE
HEAT LOSS PATH `lALUE DELTA i A:;H ADJUBTMENT FACTOR HFAT LOAD
(DEG. F~ CONIRI BIJTION
ENVELOPE COMPONENTB 560 53 29150
AIR LEAKAGE 29661 53 6 .018 16022
SIZE (BTU4HR)
HEATING SYSTEM TYPE. FORCED AIR FURNACE
HEATING SYSTEM SIZE.
MECHANICAL VENTILATION SVSTEM lVPE INTERMITTENT WHOLE HOUSE
VENTILATION INTEGRATED'rVITH A
FORGED AIR SvSTEM (2006 VIA03034 2)
PERMIT SET
CCTCBER C5, 200I
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