HomeMy WebLinkAboutGrading Plans - 04/22/2016 (3)97.0"
-�/.�r -----
--------
---------------
BREAKPOINT
o
7
m
to
I
I
I
ONLY ELEC. ING ASS
AND LIGHITING AS
M�„�, I
REQUIRED IN GARAGE
J/I
NO PLUMBING AND NO
I
t---76�-0„
HVAC
NEW GARAGE
27'-9" FINISHED FLOOR OF
576 S.F.
ADDATIONT
I GRAVEL 0 MATCH
T DRIVE TOP OF SLAB N W EXISTING HOUSE FF
( n J , - O,> ADDATION
488 S.F. L
OME
.
F.FVATION
W-1o«0'T
I
O
BREAKPOINT a
EXISTING IMPERVIOUS AREA: NOTE: LOT DRAINAGE IS
HOUSE 900 S.F. TO REMAIN 98 4,
g8,8 FRONT PORCH & SIDEWALK 92 S.F. SUBSTANTIALLY
UNCHANGED WITH THE
NEW IMPERVIOUS ARAE: FRONT OF THE LOT
HOUSE 488 S.F. DRAINING /
NEW DETACHED
GARAGE 576 S.F. TO THE STREET AND
THE REAR OF THE LOT
DRAINING TO THE ALLEY
GENERAL INFORMATION
EXISTING HOME TO REMAIN - 900 S.F. (/\/\�/�\-=\/\r M A T N E W f' f T R f E T
ADDITION TO EXISTING HOM - 486 S.F. `�../
NEW GARAGE - 576 cF_ p
FA
TOTAL-1,9645.F. of ITL & DRAMAGE PLAA
FLOOR AREA RATIO = .28 D 4' B' 16 NORTH A 1 /
Scale I/8' = 1'-0'
GE/YERAL NOTL,/
1, RELEASE OF MESE PLANS EONIEMPUTES FORMER COOPERATION AMONG ME OMTNU4 HIS CONTRACTOR
AND ME DESIGNER. DESIGN AND CONSLRIIMON ARE OOM%EN ALMOIIGN ME DEIICNFMR AND NOR usuLTANTS
NAVE PERFORMED MEW SERVICES MM OUE CARE AND OR CEIM THEY CANNOT MMIRE PEHWEC110N.
MMMUNIGTIM IS NPEI6EM, AND EVERY MNTWfi CANNOT BE ANTICIPATED. ANY AMMMITY OR
DISCREPANCY
pSCOVERM BY ME USE OF WERE PLANS MAU BE REPORTED IMMEDIATELY TO THE DESIGNER, A
F� TE BY A SMPLE NOTICE SHALL RELIEVE ME DESIGNER FROM RESPONS AMITY FOR ALL
2 MA LACES MADE FROM ME PLANS VOTHOUT THE CONSENT OF ME DEMONER ME UNAUMOROS4 AND
SMALL RELIEF ME DEMOIER OF RESPONSBNTY FOR ALL CONSEMMCES Mcdo; OUT OF SUN CNANSS
3. DID NOT SCALE OMWNC& ALL DO SMS ARE M FACE W SKID MOM ON MASNGY ANY
OMLENSION FOLLOWED BY f - MM ARE MPROMMAM AND SHO" BE VERNIM BY ME BORDER, BASED ON
SITE MNDrR MEN¢ CONSTRUCTION.
( L E SCALE DETAILS GOVERN OM SMALL SCALE OETAR.4 I.
4. CME4 ME RMERNADGNAL ¢D¢DWG MOE =2 EDITION VOTH POSSBLE YOpalGllarD BY LOCAL Mg,
ADLWOSTRATION, SMALL C014AN "RE NOT OMERW6E S 0.
& IN ME EVERT OF CONFLICT BEIVIEEN PERTINENT CODES AND REGULATIONS AND ME STANDARDS
RESpE = N MERE DRAVANCS AND NOTES THE MORE STRINGENT PROM90NS SMALL GDYFA&
B. MRDER SMALL VERUY ALL MATERIAL, OMENMONS. AND CONOIONR S ON TIES ONAMNM OR
NOTES M ME SPECIFICATIONS MY VARIANCES MRdI ME DNAMNCS AN SPECIFICATION& Of WM CONDITIONS
ENCMNTERED ON THE J06 SITE SHALL S REPORTED TO ME DESIGNER N MT NO BEFORE COMMENCEMENT OF
MORN AFFECTED BY SLIM VARIANCE,
7. AT ME RYE OF MMPIETUM OF MESS DOCUMENTS NOT ALL MATERALS AND METHODS MW BOON
COMPLETELY SPECIFIED. ME OWJStS CONIRAC'IOR MHAU. DETERMINE ME PROCEDUS FOR PROWONG ALL
MOTIONAL DETAILS. AS NEOIURED.
& GALNG ADJACENT TO AND MMN eo' OF ME WAIGNC OR STMM SURFACE WMIN A BAMM&
SHOMER, HOT TUB, MSERIPOOL% SAUNAS AND STEAM MOM ENCLOSURE AS WELL AS MMIN 24' OF A DOOR
Nus BE SAFELY LASS
a. ME BATH F AS OEM AS ME CLDLHES DFMR MUST S VENTED TO M FANS, E EXLEl00R
IQ MATEMAL% Onfics MAN STRUCTURAL ELEMENTS USED N Mloufs SEAL WALLS, SHALL BE SPMaRM AS
A TYPE MICH IS NOT ADVERSELY AFFECTED BY MOISTURE.
11, A SM M DE ECTOR SHALL SEINSTALLED N EACH SLLEMNG ROOM AND AT A PONT CENTRALLY IDG1M
N ME MMIDON A RIECfON SINE BE OSfNIID ON EAON STONY AHD IN ME BASH t ALL OEIECTORB
SMALL REmUE MEW PR URY PONER FROM THE Wq G WRNG MO EMIPMMT WIN A BATTERY BACKUP.
1L AN ITPFMNG SHALL BE PROVIOM FOR ATTIC ACCESS NOT Iffi MAN Zr X W.
13. PROVIDE ONE M OCMPMRCY SEPARARON BETMEEN ME GRADE AND ME HOME
1' FIREPLACES ARE TO BE NSTAIIID IN S1ROCT ACCORDANCE WM MAHAFACLURER'S NSTAUATION
INSMUCIIM&
IS,
AYEi� HAND CROP PORTION OF REWIRED HADNMLEAST S MUST BE AT LEA1 I/4' BUT NOT MGM MAN 2'
1& M HEADROOM CLEARANCE OF W-B' M BE MAINTAINED AT ALL STAWWAYS
17_ ME SPACING OF BALUSTERS MUST BE NOGTM SO AS NOT M PERMIT A 4' MANEIER SPHERE TO PASS
1& METAL TIES MUST BE PRpwpEp N SUPPORT ME BMOIM VENEEN 9'AGNO MUST S 50 1HIAT EAON 1&
SUPPORTS NO MORE MAN 2 If. AND ME HOaIINTN. SPACING DOES NOT EXCEED 24'
1S. f ND-FAAT PROTECDGI C REOOaED FON ALL ELECROM MTIETS UMATM NM BAMRDill AND AT
THE EXTERIOR. IN CMAfL ( NM OEGGIED L W THE BASEMENT (AT LEAST G!E ), ANp ALL g101D1
COUNTER LOP M1lEl5 LM TIED M1eN B iFET Or ME S
20. AU. TRUSSES MALL BE D EFTHA BY AR ENGINEER OR LICENSED TRUS
S YANUFACTURM AND MEROSOXE
FOR BE MERESPONSIBILITYONLY.
AT OF THAT PORT'. LAYOUT OF IREONN ON EGNSTRUMGN DOCUMENTS O
COO CONCEPT ONLY, ANY NOTICE MA L LAYOUT MEAL BE RFROM
REPORTED 10 ME DESIGNER. A LFAILURE 1D
COOPERATE BY A SMp1E NOTICE SHALL RELIEVE ME OE9ONER FROY R6POIJSIBIUT FOR ALL OMER
MNSMENCE&
�TTOMBOTTOM
OE EN UST BE SHE DNAME FOR ROOF SOFT TEE TRUSSES O 10 PSF LINE LOAD O M ME
MUST BE NOTED GN ME STOP DIIAYNNOS OF TEES 1RURRES (HERE ATIIC ACCESS R
22 ALL ARGUED STAR TREADS MUST HAVE A MWMM DIMENSION OF 0' AT ME NARMWST POINT.
n PROMM ATTIC CROSS VMTRATMN.
Be. PROMM CRAWL SPACE VENTUTION.
2& PROMM MNDMIIY C DIAMETER CONBU M NR DUCT TO ME FURNACE AND WATM HEATER LOCATION
2& PR M ANCHOR BOLTS AT 4'-0* a0 MAGNUM. MM NOT LESS MAN 1/2- mAOSTER MEEL'L MTS
EMBEDDED AT LEAST Y IN TO CONOETE MM A MINIMUM OF 2 BOLTS PM REM AND WM ONE BCLT
LOCATED MMN 12' OF EACN END OF EACH PIECE.
27. MNTHACIOR TO COMPLY IBM ALL FEDERAL SPATE AND LOCAL ENFROY CDDES. ME MOST SMNCENT
PROVISIONS SHALL GOVERN. ME BUILDING IS TO MEET ALL MIDEIINES SET MNfN BY MES CORES, INOWDIND
INMUIION MIDOUNES. AN SEALING REQUIREMENTS. AND ENERGY MORE REQUIREMENTS W THE EVENT MAY A
MFbLCT OCCIWS BETMgN ME PERTINENT OILS$ AND THE CONSTRUCTION ECOMMENYS ME MM SHALL
MVERN. IT IS THE RESPONSIBILITY OF ME CONTRACTOR TO 9 7 ME NECESSARY DO UsMENTS FOR THE
MENOY SCONE REOAREMMM
„/'TR.. GE/IERAL /10TL-f
Gl A,Nall conimm to W ngulremente of Yoe Intematbml R.W.tNl GOO. W hie and Two F.Uy
Dwadings (IRC-2012) with load amendment, and Parta a of the latest editions of Me American
Concrete Institute (AO) AC1301. AC1311L ACL&MR: Me American Institute of Stud Construction (ALSO)
Manual of Sted Constructlon ASDARM. the Amelcon Aron and Sted Institute (AIS) Specificatioro for
the Design of Cold -Formed Steel Structural Memben g the American Welding Solely (AWS) 01.1. 01.36
01.4 and Amedcm Forest and Paper Amciutlan / American Wood Council Natural Cedar Specification
(NDS) ASDMM as app3cable.
This Is based upon Me following load Parameters.
Rion Lt. Load - 30 Pat, Dead Load - 15 par
Floor: Live Load = a Ph, Owd Lood = 10 par
Wind: 3-Saand Met Wnd Speed 100 mph
Sdemra Zme B (IRC-2012)
2211& Report by. ASBUMEO_M_gE_V jRED
S, rend Foals Re=.bwmente
Upper Sole Low. Sou,
M. IBM pef Max 1500 Pat
Min. Soo pef Min. 5M per
- Fluid PraewN- 40PO -
Conte shall u11he T 0 amen( with 6A +/- 11G orb mlroamenl ontl O minhem 20 day
man eadw al yips
m nogg. of 3000 poi, Or A N aerardona vtth Me applkable requ9amants of M.
Lonerete Reinardne
shd W A5 gi A614 m A7. dafomned grade 80 sled, except M N ties and
sUmupe 0 soh shill ins deformed gods b steel. No 06. o reinardnq is pemdtted except for that
rdnforcirp shlan meets the raqul,dmmdn of d M AIOMO
e e •.oI s Plate un, . AS A ti i --i ��ehall eon/arm to ASIM A36.
TUIan S.waee shall inform to ASiM A504 Gads &
Adluetmee Steel For -n- "I be S m }1/2' nMtn, m.,a amen noted Otherwise (UNO). 3' or
3-1/2' diometar uJustoble shed cdumne did be ASG AST, Grade 8, uhaduma 4a NI adpeabie stud
columns Man hart exposed thread (I' minimum to 3' modmum) uNae noted otherwise an the plan.
Anchor Rolla spot conform to ASTM F1554 Grade 36 with o minimum IM diameter by 12' length.
Anchor byte shd be Vlaad within 12' from building wamen and/or dA plate splim and shad be
Wood at a moximum of 4'-0' on center. Additional anchor bolt details shot be in accordance with the
drawing.
Wood predudte, ehera noted an the Plan, stall seal the more restrbtiM spedflcatiaas for their
application.
Dimensional Lumber shad be Hem Fir AP1 or bolter union noted cMwwlae an the pan.
Dimensional Veneer lumber shall have a mintmum allawable flora rd aim (Fb) 0 ZBOO Pal and a
minimum modulus of elasticity (E) of 1.900.000 Pal.
Qua Lulnfneted lambwr shag hew a minhum allowable tmml airan (Fb) of 2,4M poi and a minhnum
modulus of dallalty (E) of 1.5DO.000 pd,
Qua Adhubaw for wood to wood adlautians shot be Liauld Nan LN-902,'Amesws for Subflows and
Hwvy Duly Construction, or egUIWML Glue ameeMs for wood to slant application hell be Liquid Net
UN-925, 'Amah es for Steel and Metal Framing , or uW lwdmt
installation:
Minimum bean bearing Ot wood framed wdb mall be the WII beam width by 3' mom noted otherwise
an the Plan. Midmam beam bearing at concrete Volk deg Be the WII b em width by 3' unless
otherwise noted w the plan. whimum baorn basing darn be per applbable coda and mmufaeturses
rwoammendhbn,
5212L.
An sum We drewwv tin le recommended and should be performed by a audlRed mtechnical engineer.
Open We obarvcUm- are to verily that Me solo conditions ore consistent eith Nave du meted in the
alov>-nhrwad awe report. Sags conelmma inconshtenl who Me .0. reVart may nqube additional
a atuOtlm or a foundation redalgn, and ehdl be braught to the attention of the structural engineer by
the eantnoelor owner, AS Booth [.' Pad' orPere de0 be a mbMum of 30' below gads, or Par loan
cod' and sh bear upon undblurbad nothre walls or structural f0 acceptable to the gecteNdat
c"Inner. AD rewmmendalione contained In Me use raporl PwtOMIN to b 111l, drainage, eta shill be
Omp eanted into Me design of this project. The wed br and atst a foundation drah.N. eye..
Moll be adm, Ined by Me open hale clQmvoUm and tug be Mstalled par the sou report or other
reemnmendetbM unless noted othenlse.
T �--
Ia
Sldbe-m-Gorda
A'
II Yloml w tM Plan does not mrlatlWte a dab -on -grant raamnmendatbn for this
projsot. Slobs-ml-grade ma not recammmded for hoblbMa IINng apacaa plaaed upon expendw sole.
The type of floor construction and Potential rides should be diwausod between the eontraelor/owner and
Me appromiale 9601tahnlad analneer. Slabs shill be Isolated from grade beam, odumn' plumbing, or
Other support stmeWraw by use of 1/2' minimum Isolation joint materid. Sea the ab.,fu.. solo
report for other dab -on -grade epaalfloatbns. ProMds 1-1/2' minimum wed space behru n all Interior
eppaartintions and Ron slop union noted otherwha on Na dran lifewin or b Me sole report. Tha partition void
daD-on-grash011 de mnetbrucwith
lbry placed(ulpoedn espaneM mina should not bMe e MfNed for ua minimum of 3
yeorw after wabetontid completion. Exlarfor dabs such as patleq porches. ddvmvcS% al, elan not be
dowded to the foundation Men placed my sapmdw aola We rewmmand a copy a -A Guide a
Swelling Sots for Celmado Rene Buys and Hame Ounare', Colorado Geological Survey Spedd Publication
1/4A be praNded to any new or future owners Allofqf this property,
edepuately m�oees Mee fowdation wall, prior ttoocbaccRggbOetmlpmroYolin, prtilm todbackl. i111ny Wewlhw,
recommended for al blow grade habltasa Iidng area, BackNl droll TTe compacted pm Ure
above-rstarenad Bala report and graded to pnNltle adequate drainage =from the foundation. BO MBS
od)xwl to the foundation may settle over tlm, The bvcidll should ins maintained to pro kle adequate
drdrMge away hen the foundation.
Llmrtafiena
This plan Is repramlaths of a foundation dagn onlyY. Unless noted oth"Ift an Me plan, no dlowanoe
to Included far wind m other intend loading an my above grade structure. Referenced wind and 90.1,
laaZdln9 requirements in Ihaae general notes Mfor infmnatlon only and an not meant to Imply my
ero load design raemnmmdol'ege unim noted oNarwfre an the Plan. Thrs Plan may Include limited
1wrUeal .trueturd dssgn as mutated by the eantraetor/owner. This Ilmited wrticd stnxdand dad n
may Wdude beams, hwdv' piste ar other M'Ucd lad carrying members as may be appilwse �o thispropel. My Vartlod load carrying member not mm Ner oan this plan or my oframing raqubwnmts not
shaen an his pion Mail he the reapondli ly of the eonlractor/owns. An fnoming and eamedms shill
be in aaanbnca stlM1 the wnwtbnd an contract Wmmt of n s t o UB IR v l I 4 4 cab s regulatory
a end mtl
PIH
s' adopted standards. 1 dap t Is the mlroctm. sun
yy en oneMOil to sod
dManeba prim a construction. ITlldl � responsibility %and eoordinots oil
laddati Caplan in step' insets, ,a m/mpockmta baement window,
eta MY n and
not be whom. lee foundation plan h Oaned an the anbaeter/owner ngeshsh
Infarrndbn End planti ma the abort-ro structural .91r r. My lops. My dbarepanohs a shmgit shill be
bright to 1M alMclu of Me tomefaa aMtr. -4 ki gees or et ature Roo. Emilty drown m
Nis Elm rim not intlhes p0, other for ca eacre of add Growthupons a mOf Me W.N. Ear/aMl l
Pmbd prodeim. ter than or other applby Cr ease Is Na g. Inc. (ENGI of ) cal remain owner. Thor
Elm mtl IN mwldtm wain p e used
DY Crown other
entitMo. Inc. other end) dball remain h e rttlenProperty
d the ENGINEER the and may not be used by any other entity M any deter endeavor without the wdttm
conml o the ENGWEEQ
CARPENTRY
1. Minimum Frorning Lumber values hall ism
- Dimensional lum0ar shd be Nan Fir /2 or better unless noted oherwhe an the plan.
- Solid Umber beam. & pod - S--d, Douglas; fir m Larch S4S. / 1
- Sheathing - Structural 1, C-D. EXT-APA noted Or MA rated OSB
2.0E - Lominated Vereer Lumbar - Mlem-Lam (LLR.) 1.9E Tmb ieraWnd (LSE) 1.5E. Parolbm (PSL)
- Wmd in contact alth wraraa or mmcnry - /2 foundation gross Redwood or 12 or better
Hem -Fir or Lodgepole/Ponderoa eta, CCA treated >0.5 PO' roteatan.
2. Fxtedm wags shall be 2 x a O to- 0.1, u,o.a.
3. AD Wm sheathing shall be 7/16% APA road 24/16, Esp. 1. Aft h d a/ SO fags 6' ae. edges,
12' Raw.
4. Roof shwthmng shall be 15/32' Ply, APA Rated 32/16. EEO. 1. ATT. W/ Bd NAILS V O.a
BOUNDRIES. 6' MC. EDGES. 12' O.C. FIELD.
& PrMde wild MOWN between phis at d support, Mora or baring walls.
B. Minimum "ON and wad abuolund panel atbeMnmde sun be a e -Mad la lase n, RDD2.3(1)
Of eta IRO
7. Black oil 2huthirg horiwantsl joint,
& Mutated hew an are (2) 2)Ws
9. Carry u atenn MPpmts to fonmddorn witheut Interruption.
la Glue/Adhahn for rood to Wood OPpI10011 , sha0 be Uauid NOD LN-M2 'Adheelw for Subnoare
and Heavy Duty Calstmcthn', or equWOOL Gus edtedw far I wd to wheal OW1100tim sholl be UquW
NOR LN-925.'Adhadw for Steel and Meld FrmNnq. or equivalent
11. Minimum beam baring at am. framed adds what be Me WII beam wWlh by 3' unless rated
otharah. an the Plan, Minnl bnubase bearing at concrete walls shall be the full beam width by Y
unlm *ffiv noted an the plan. Minimum beam bearing shall be Bar applicable ado and
manufaourlw racornmedotbn,