HomeMy WebLinkAbout3 Andrina Rd planIL
OCT 212022
HEALTH DEPT.
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LEGEND
99 —
EXISTING CONTOUR
X 99. r
EXIST. SPOT ELEV.
--(99}--
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR N MINING
CJF
DICE
#21-211
I
RIVERFRONT
HARDSCAPE CALCULATIONS:
HARDSCAPE 0-100' 100-200'
EXISTING:
665
SF
3718 SF
PROPOSED:
620
SF
3718 SF
CHANGE:
—45
SF
0 SF
NET REDUCTION OF 45 S.F. IN HARDSCAPE PROPOSED
112 01►mil
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTIUTIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE
WITH TOWN.
5. REMOVAL OF EXTERIOR STAIRWAYS RESULTS IN 44 S.F.
REDUCTION OF HARDSCAPE WITHIN THE 35' BUFFER.
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 17 PARCEL 45
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL
12 & X AS SHOWN ON COMMUNITY PANEL
#25001 CO588J DATED 7/16/14
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
r !G 'U REQUIRED: EXISTING: PROPOSED:
E STAIRS o : •�4Q 5N MIN. LOT SIZE 25,000 S.F. 16,774 S.F.t 16,774 S.F.f
LOTS 42 & 43 a q / i MIN. LOT FRONTAGE 150' 206' 206'
• P OPO ED 16,774 S.F.t �• ^' D MIN. FRONT SETBACK 30' 41.1' 41.1'
• q� _ ERH IG C::> •.��g '� o MIN. SIDE SETBACK 15' 7.9' 7.9'
wN D ORYb- p MIN. REAR SETBACK 20' 19.8' 19.8,
• x �. yc •"' / • 0� 0 MAX. BUILDING COVERAGE 25% 15.6% 15.8%
P%`, / DW�P �/ ^? �' MAX. BUILDING HEIGHT 35'
STAKED SILT
�RYWEL j••• x�
FENCE WORK pF••
LIMIT LINE •„�••
—7�0
d ••000,•"" - - "/ • 7 — r —! r i ii /TIC
Scale:1 "= 20'
0 10 20 30 40 50 FEET
. I L CE -,
DATE DANIEL A. OJALA, P.E., P.L.S.
R E_C_Ew_I V..E D
DEC 08 2922
BUILDING DEPARTMENT
By:
SITE PLAN
OF
#3 ANDRINA ROAD
WEST YARMOUTH. MA
PREPARED FOR
LEWIS BAY MANAGEMENT
DATE: NOVEMBER 11, 2022
off 508-362-4541
I fax 508-362-9880
downcape.com
dowo cope eogioeeriog, ioc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-211 LEWIS BAY MANAGEMENT.DWG
LOCUS
LOCUS MAP
N
NOT TO SCALE
SCHEDULE OF ELEVATIONS
FIRST FLOOR
TOP OF FOUNDATION
EXISTING PIPE INV. AT FOUNDATION
INV. OF PIPE AT SEPTIC TANK INLET
INV. OF PIPE AT SEPTIC TANK OUTLET
INV. OF PIPE AT D-BOX INLET
INV. OF PIPE AT D-BOX OUTLET
INV. OF PIPE AT LEACHING FIELD INLET
BOTTOM OF LEACHING FIELD
TOP OF STONE
FINISHED GRADE OVER LEACHING FACILITY
FINISHED GRADE OVER D-BOX
FINISH GRADE OVER SEPTIC TANK
FINISH GRADE AT FOUNDATION
BOTTOM OF SEPTIC TANK
TOP OF CELLAR FLOOR
SEWAGE SYSTEM PROFILE & DETAILS
NOT TO SCALE
DWELLING 1 EX.13.5
2 TBD
13 11.5
14 11.5 4 9.55
.� 7F2.
7MIN.OVER
= 0.01 MIN I
3 *EX. 9.93
16 TBD
f
* EXISTING BUILDING SEWER NOTES
1 - BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION.
CONTACT ENGINEER IF INVERT ELEVATION IS LOWER THAN SHOWN.
N/F
RUTH PAPPAS
REVOCABLE TRUST
(017 - 21)
1 5 1 9.30 1
o
LP
SCH. 40 PVC TEES
o
GAS BAFFLE v
1
GALLON SEPTIC TANK
15 4.80 H-10 PRODUCT - SHOREY
PRECAST MODEL OR EQUAL
APPROXIMATE LOCATION
OF EXISTING WATER MAIN
N/F
RAYMOND CERICOLA
(017 - 40)
1 12 1 11.0 1
H-20
"D" BOX
W/SPEED
LEVELERS
S=0.01 MIN. L=13'�--�•'
11 0 0r
v �.
NOTES:
1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE.
SEPTIC SYSTEM NOTES
2. H-10 SEPTIC TANK AND CHAMBERS AND H-20 DISTRIBUTION BOX (D-BOX), AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY IN ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.00), AND THE LOCAL BOARD OF
WHICH THE WORK IS BEING PERFORMED. HEALTH.
4. QUICK 4 PLUS STANDARD LP CHAMBER: MASS DEP GENERAL USE APPROVAL, TRANSMITTAL NUMBER X259183
5. QUICK 4 PLUS CHAMBERS TO BE INSTALLED WITHOUT AGGREGATE IN ACCORDANCE DEP APPROVAL 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN
DATED JUNE 12, 2015 TRANSMITTAL NUMBER X264258 PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH.
10 19.27
FIRST 2' SHALL
BE SET LEVEL
S=0.01 MIN. L=VARIES
1 7 1 8.98 1
6" MIN. CRUSHED STONE BASE
NOTE:
THIS LEACHING FACILITY IS NOT DESIGNED FOR H-20
LOADS AND SHALL NOT BE DRIVEN UPON.
ESTABLISH VEGETATIVE COVER
/ 1i 1�I/ 1�,/ �`l 1�I/
34° 16
TOTAL LENGTH = 19'-6"
LEACHING BED CROSS SECTION
NOT TO SCALE
GEOGRID (BX1100)
UNDER CHAMBERS TO
MINIMIZE SETTLEMENT
0 10 20 40
I
SCALE: 1 " = 20'
3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE
OBSERVATION PORT
RELATED WORK.
S=2% MINIMUM
FILTER FABRIC
4. ALL DISTURBED AREAS ARE TO BE LOCAED, SEEDED AND MAINTAINED TO
11 11t
PREVENT EROSION.
15' MIN. BREAKOUT
5. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST
ONCE AYEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS
1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED.
BACK FILL WITH
CLEAN FILL
6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND
9" MIN. 36' MAX.
3.5" ENDCAP
ACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH;
5' STRIPOUT
AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL
CODE, TITLE 5. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.
. .
.
.
7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS
7 CHAMBERS @ 4' = 28.0'
FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED
AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS
OF SUCH TEST HOLES.
Z
:2
o)
`°
USE (42) QUICK 4 PLUS STANDARD LP
8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE
LO
CHAMBERS INSTALLED IN A 6 ROW
AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING
BED CONFIGURATION
TOTAL LENGTH = 28.0' (28.75' w/END CAPS)
28.
FACILITY. THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON
OBSERVED GROUNDWATER EL.= 3.5't (NAVD88)
TOTAL WIDTH =
THESE PLANS WITH SELECT ON -SITE OR IMPORTED SOIL MATERIAL,
CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL,
REDOX FEATURES OBSERVED =
FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL SHALL
TEST PIT BOTTOM @ EL. 1.7' NAVD88
CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 - 310 CMR SECTION
15.255 (3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE
MINUTES PER INCH, BEFORE AND AFTER PLACEMENT.
9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY
ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER
DESIGN DATA
THAN A NUMBER 200 SIEVE.
10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR
1. TYPE OF ESTABLISHMENT: EX. 3 BEDROOM, PROPOSED 5 BEDROOM SINGLE FAMILY RESIDENCE
SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS
2. SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM = 110 x 5 = 550 GPD
RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF
INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.
3. WILL THERE BE A GARBAGE GRINDER: NO
4. SEPTIC TANK CAPACITY REQUIRED, MINIMUM OF 200% OF DESIGN FLOW OR 1,500 GAL.
11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND
VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
= 200% x 550 GALLON = 1,100 GALLON (USE 1,500 GALLON MINIMUM)
5. DESIGN PERCOLATION RATE: LESS THAN 2 MINUTES PER INCH
12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.)
SCHEDULE 40, UNLESS OTHERWISE NOTED.
6. SOIL ABSORPTION SYSTEM TYPE: QUICK 4 STANDARD LP BED CONFIGURATION
7. LEACHING AREA REQUIRED: MINIMUM 550 GPD / (0.74 GPD/S.F., CLASS I SOIL) = 744 S.F.
13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION
INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE
8. LEACHING SYSTEM PROPOSED: 6 ROWS OF 7 CHAMBERS IN A 28.0' LONG BED
PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE PRIOR
EFFECTIVE LEACHING AREA PER LINEAL FEET = 4.73 S.F. / L.F. OF CHAMBER
TO BACKFILLING.
TOTAL LENGTH PROPOSED = 6 X 28.0' = 168.0 L.F.
14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND
TOTAL AREA PROPOSED = 168.0 L.F. x 4.73 S.F. / L.F. = 794.6 S.F.
MATERIALS INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS
OF THE FILL MATERIAL REQUIRED. AN AS -BUILT PLAN SHALL BE SUBMITTED TO
9. LEACHING SYSTEM CAPACITY PROPOSED = 794.6 S.F. x 0.74 GPD/S.F. = 588 GPD
THE LOCAL BOARD OF HEALTH UPON COMPLETION.
SOIL EVALUATOR'S LOG
15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE
PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION.
Depth from surface
in inches
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil Mottles
and Depth
Other Relative
Factors
DEEP OBSERVATION HOLE TP, ELEVATION 11.1
0 - 101,
A
LOAMY SAND
10 YR 4/4
10" - 31"
B
LOAMY SAND
2.5 YR 5/6
31 %113"
C
MEDIUM SAND
2.5 YR 6/4
PERCOLATION RATE = < 2 MINUTES / INCH IN C LAYER
DEPTH TO GROUNDWATER = I D6" TO WATER LEVEL, 92" TO REDOX
OBSERVATIONS BY: L. CARREIRO
WITNESSED BY: JAY GARDINER
DATE TESTED: JULY 12, 2022
GENERAL NOTES
LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY, SPOT ELEVATIONS BASED ON
THE NAVD 1988 DATUM. AND CONTOURS BASED ON 2011 NOAA LIDAR COORDINATE SYSTEM USED IS
THE MA -MAINLAND COORDINATE SYSTEM, DATUM NAD 83, UNITS: U S SURVEY FEET.
DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNER
BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE
TENTH (0.1') OF A FOOT.
THE FINISHED FLOOR ELEVATION (FIN. FL EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER
THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT
PERFORMED.
ZONING DISTRICT: R-25
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF X(500YR.) AND AE(EL.11) BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). ON FLOOD INSURANCE RATE MAP NO.
25001 C07##, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014
WIND EXPOSURE CATEGORY: ZONE C
LOT COVERAGE.
LOT AREA = 14,108t S F
EXISTING LOT COVERAGE BY STRUCTURES (HOUSE AND DECK) = 1565t S.F. (11.1%)
PROPOSED LOT COVERAGE BY STRUCTURES HOUSE GARAGE & SHED ): = 2447t S.F. (17.4%)
DEED REFERENCE: DB 22683, PG 5 PLAN REFERENCE PB 58, PG 21
OWNER: KEVIN A. BALCOM & KATHLEEN BALCOM
810ADAMS STREET
HOLLISTON. MA01748
16. DIG -SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR
THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION.
17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY
EXCAVATING AND 10' MIN. SETBACK DISTANCE FROM SAID SERVICE TO THE
SEPTIC SYSTEM SHALL BE MAINTAINED.
18. ALL WATER LINES WITHIN 10' OF SEPTIC SYSTEM COMPONENTS SHALL BE
SLEEVED WITHIN 4" PVC SCHEDULE 40 PIPE.
N. DOUGLAS
SCHNEIDER
CIVIL
No. 38540
N. DOUGLAS
SCHNEIDER
No. 47383
NOTICE
THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN
HOLMES AND MCGRATH.
UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR
PERSONS MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN, AND
THIS PLAN REMAINS THE PROPERTY OF HOLMES AND MCGRATH.
COPYRIGHT (C) BY HOLMES & MCGRATH. ALL RIGHTS RESERVED
9/19/22 REVISE GARAGE LAYOUT LAC
DATE DESCRIPTION Drawn Checked
REVISIONS
PLAN
OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
KEVIN & KATHLEEN BALCOM
LOT 41, #16 ANDRINA ROAD
IN
WEST YARMOUTH, MA
SCALE: 1 "=20' DATE: SEPT. 7, 2022
R �:rp
holmes and mcgrath
civil engineers and land surveyors
FEB 14 2623
205 worcester court suite a4•falmouth, ma•02540 BUILDIN® DEPARTMENT
508-548-3564 www.holmesandmcgrath.com BY:
DRAWN: WNH CHECKED:
ASSESSORS INFORMATION: 017-41 1 SHEET 1 OF 1
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' SP CIFICATIONS
l; STRtX, WRAL
A; DESIGN LOADS
= a.s.
Flow @ Livft- Space i t 0 p a f. dead
Z Fkm @ � Space = 30 p.s 1. 110 p a.f. �deatl
`s A ft. Floor (lirr^ated storage) = 20 p.s.f five I T p.s i. dead
a.; tkcaca = �n p tk-f. K* t 10 p.&f dread
5 Rcd (grouM snow load) = .5 p.s.f, live l 10 p.&f. dead
a ()ES1GN OaN D SPEED =110 MPH
GEARING CApAC!?'Y = assumw jo be ruin cr- + 5 i+�a i sq. R.
! 11) CONCRETE = 30M p.s.i. 28 day $bW*M, M P-s i.
A) WALL FtOO'nW 3& = 240 X IT thick crmttutaus tooii. 1
8) COLUMN FOOT"38 r 3T X V X Ir t ki tcdng A My oskt<mm u-n-0. - sea pbm
C) WAL.LS = r *w* T-4 wr above footing (rr mo wm of'r utbdwiced f8)
p) SLASS = 4- Vick @ g s)wMh 6Xw14x1.4 vmMed wire rneah an Or corrrpe I m A gravel it 3 W bic�t
bovement with, 6 "0 "vww bmw 0" TcmrmW a
in) WSCELLANE-OUS METALS
$ A) AWHAR BOLTS m 5V diarrwter X 12` #wooded rod wbh berm end 0 T4* O.C.
t 8) JOIST HANiGERS = storictaid 1 B a R-det0i
r
C) F OLO DOWN CUPS
11 RAWs = Sknpwn ft" Tie H2-5A. bred an upN beds of 3399 per Tsbie 12 of WFCid
t 2) C:Orm hold downs = SbVw nttfth 5V dionsim SST824 booed on upf t loads 4'f
` 4,36W per TWO 10 811 of WFCM; Simpson Strong The HDU8-SM.5 at garage pats4
31 Rldp CDs = collar We used 'n Ileu of Woo straps Pff Se. -don 5.2 of WFCM
i 4) Load bears$ wag core wwWre = PywOW 311e011W a~re*p and in lieu of straps, see dew sheets
5) ROOK aS @ W7 PCfCh = SkvipmSkmV Tie MSA
0) RE -BAR - rfrn 40 WON S%"0 b - sjm4 ape" as Roby code
E) COLUI 4 CAPS oalurnW stttdde c*s by Simpson or equal - am as noted on &ravings
F) BASE PLATES - A36 grade 112" thick pmte skid, we as retired
i W) CARPENTRY = AN � . UMM eeeetwrsa rated,sriaM beat a grads � trod rtrte�t or so d to fOflO�NlFtjf
mk*num aftris: b * 115D, p.s iE=1,2W.WD p.&i.. Enginbemd Wood k4oket shalt be TJI 110 series as., tared
r by Weyeetfam aerorequal
c A) N. 5 �-MM (botbm rnembsr }
8) FLOOR . OIM =111'V deep. TA 110 series, pads t Pumd Q 1g' 0-C. union noted on fits drsrrrrrgs
C) CEILNG JOISTS = Z S IIIMUM 01V O.C- UNLESS NOTED OTHEtWISE ON THE DRAWINGS
D) RAFTERS = Z(ifls Q Ifr A.C. robed 06tenaiae on t3rawitngs
E) STUD6 = Zm a 18"aQ Nix 3 or 64 padsv ft Oft rd double piste
F) MISCEUANEOUS =mBolloam on diamb4p. LVL andPSL bo.thR Nkmot tr► or Porawem os tm0wlacbived
by Weyotttaenuw are** %XX*mv*m8 b tfta g "**'a' 8081901
Fv = 825 p s.L. Fb a 280Q p.s.1- E = 2,000.0W p s-i
Gi PLYWOODIOSS x coon oso jai ¢e1mb
i { = Skrtdoom c 23W' APA med. T8u Sand-1 }loon a 2e O_C-; a porrure t
F2) Waft Showthitt8 = 7ttW APA rated *m8 to V 24fi6, 0TF010 a 1; piynurfae atteslhing sttdl be fsttl!!rted to Ste #eme
t to cardortre*0 the looming pob9 P
a) Edges =gdftgerw"03"Or
b) Itttenr"aft = Od fs4lerrets @ 12 " O.C. f111iC1itrr m
3) Roof Sheslthing: IV= APA ta%d, T&O sheabing Nit ettpoeure 1
4) UrxkrleynWj x 11W APA and estaymeM. 7ouP i, eagaos n I under *hest gooau
Y} 1NSULATKM m AN i mAmbon 5W C00MM tc the m**9Meb of the 2012 bnrrna Onol EftefgY Conserv8600 COde
A) SILLS =1" X tr' IN ariar
8) WALLS = R-21 N4prisfty Stiorgtoss ins�n
C) BASEMENT (MUNGIFLOORS (over kit' a`lditi red spar:.00) = R ttf-dentOY � ins> Tian
0) GARAGE CaL.ING = R-30 Wi.� *W91036 bsuisbm
E) FLAT caUNGS = R-A9 arose bMn. --e*Am, rx txd kw uislim
Ft SLC}flE0 tEiLING = RV Mnui 1" :r�.traW)n a� ff b CMMKt�y Moire Ot belt iMASt�*
G; VApC}R BARRIERS = 4 :'rid- poi ~ Of wftJr8l with the mauler m-
VI) M41STtlRE PROTECTION
A) OMp4N100FING= am Oast esphebc c mnpound bruehad onto ndub n wak ID • pant 4' bdW lhriM grade
B) WATERPROORNG = exterior of 80 toundoion wmk artcloshV habfiabie spy "be web proded wrfu 06 Lock
t C) ROOM a•aph0it atingle, 15# felt bow sttaar< of equal as required by code
01 EAVE & VALLEY taROTECTM ¢ dr0a *W d 3r width Ot'(kaoe 10e and Wdw Shield" or o4dvalmt l vm*mai w
at all eaves and valleys
E) FLASHING = vItx* m .W V thick, dunMft bivma ra *00
F) SEALANT = or SO* tM
VA 1NiTERK)R FWaH =11r gypetrm wsti rWd tape Pbft vrsh nneW comas seirMofartg
hill) SEPARATION WALLS
A) Lq#T I GARAGE i 5W Type wr gpwn oral board at m*wtd goRge fire seporWon aufacea
FE.'�CERPT FROM 20121taE� 0NAL ENERGY C0"%RVAT—!qN CODE
i Ut-GtlIMENTATM (MC SocWu 103. $t?3.3. 401.3): 3
- The approXialm WrWnXftn dtormAs mid pmentibm ,"WdOtsnoe hdammimi teatat be oraMed, dong w4h a pemMOM
ommuft tLspttg chain mmmbm. MAY. etnt 14VA`; perto Twice nOb"'.
AIR LEAKAGE (IECC Section 402.4x
- The httdtrg efweiope is reground to be Pro WV sealed b bruit air � Air elgtttttesrs and ineur�eth ink must be
nv* be deetrortstt W a0w by t+e0m or vmW it nePexdfonRecessed tf W** must also be sealed to air Idaiwge.
i SYSTEM (IECC Sedon 403 surd W Season mI Q1.3�
- HVAC allalmn meet be prop" smed urtnp a prom Into AACA fbmuel J.
- TempbraRctre omobvle must be insledecI ir/duding s prWarrratmabie tluerntunelst *twit mcltri w
- Mscfiathic w Wham ppW mum be insulmled to a mirtirrw of R 3.
- SpeOffiC requirements ap* 10 dmukOV hot w@W r0mfta, medtett+af'ran W0 , Wxm mftw - .aeM OW Pods-
- mu Ducts d be heeisd WsQl+srreats. as specftd in C-CC Section 4M.2.2. MW what the or air haidler ar i all ducts are
located **0canditbned slam
- Supply ducts in attics shell be sealed and nudeletl to a mObrti M of R-$. Al oatte� duds atral be ceded and irarlated to 4
a rnifi�rum of R•6_ Dud or e1enwf I0WOCI eampish.�ift irate ttto buk" t vema� onvsbW are a� irorri the tt
*Mhban mgtace mtk Air tames, tw bolos* and buidtg cap xm and Be aunt: no* 090 to POP" .
LrM W te= S 404.1.1 X i
f - A nansnm of 75% of MR" n fJeffww4y grstaied fcklzM m%* be ho efhc*Xy
its dekied in rite IECC, — - -
BUILDING EWE LOPE DETALS .....__ __
i �' Values Bsaed ore 20121ECC for t &Mk Zoew 5
X UIRED
Fieriesbabon L' i~aesdor Qkndemn Low E less 0.25
Geiitrtg t?r Flf ^ R VAm R-46 JR49
' R-21 ' R-20 ----
ioW R-Vahue - - --_ _--- ----- — �—' — R-30 _....
demort iyap R ii _e 'TWA ,Nal I is utto011dltrOtted --
t a+er R-VOW BW 1101 lz-larr-�r>~�r « a� or► l �r oM .._.L
1.2 APPt-ICAKITY
Number of Sews - (s mO ~ exceaft 8 In 112 siopa atfhad be
and a stow)
RoofPtfidt fNmn 19) - _w Co
Mean Rood flooM (Fan 2) 22
Wes, W _ ;.%W -
PUNL ' 0
wpm ratio, LJW ,
S
13 FRAMIMG CONNECT'ON$ �vtsNM in
%W Tdhle 2
i2.1 FOt"3ATION
TM Of FO (t'9W D)
Z2 ANCHORAGE TO FOUNDATION JACTUAL
�
Gmiedom (Table 3; gffr 96M4 urOHU AMM5 cc utters
`
see tlMimt8dom's
U a 157
1.4bral
sae mer*dsdt v'8
L =132 pff
mrer+uhu1u106
S = 440 pff
51i3" Andw Soho.
• $>� abie4 _
f301t C-re�+wtt!Fxe 5� in field
Weeper size 5 - _ - 3' X r X tic
Bar front of 5)- h fiNcl
3.1 FLOORS ACTUAI
�7� idcdtautn
---- jT x 1, x 1W 1hk*
r vrttlSir
makm et: raw Putting fiae AW2m
e Row Din +
Lill • Wad Amb at %Or ads Nos drawn 2 fi m exterior and t3 -
t2-0r
t WaNs a �tsanrsii
too calnlie�Mora
Floor set Etdsttor Waflrt fi)
in fiob
YMBP
utrwppeht0ed WW edges, �
two bears. 4' o.C. tract
Foor T
Flm 8headti2Tlndaaas
Haar l" "2
xilCt2"
iC e► 12"'fisid
f!" it fiaid
41 WAILS
A +JA:._
8 0"
W u"... t
gone
FMLMtW
S1tl'-Or
S21r O.C.
Was eW (Figute 10): ,
Load"" Wak El
!Mlvftk
'1iVsN Saud SpadvV Mn 1
Wd soy Of ram F' 7 end 8
4.2 EKTERiOR WALLS
IREMM
Wood Studs (Ttsebia
Loa wing 2X8Ifbb
garage - RC3D1.3
laveptim 1 used
-,Cf4r (#2 at spttl grads)
f
t70M Qws new gomm
WSPAfc i=Tcf w LWO (f used) aria► in lfeist kW/3 =15!4r 0 .swM floor
goble
' ' In field Z -+N' secor dl
or xS1 stkt 0 ilr o. tnirt�
ak4' spacing in erb pert Dr terms bays -
Dtautle r �
Splice L+eng1h {Figure 13 and Table 6)
vest is ileid
74r 1042W wall
•-W a 20b <40 �
i Spii- Conned out (no. of 18d cmvmt tack Table 6)
taettTjr in fiord
varies per tvd wall bra - t
see Tabb 8
Loafteaft all Coinneftm sDle
upiidt (propcielary Orrmealors)
'
sa anuneakn used beeed ae U = 248 IbL Q thing, rn bo*m
10b 1 of Wl W ChftWvX
Smi t.t
Lo"(no, of 10d amnon
2 per surd 2 atarrkl
YMa4 connew" Estile ff
UpW (da*7 worse ors) '
co
ab*w par treeterkeraeohedure
b -anise 2
Ldervi nm of IN common race L2 2 imr l41d
wag ('Tanta 9�
Nlat" m Pleader - -4 2"4r
�• �2`-'.�'
Maxkm" so Pooh Spam - _
_
`
Full t "e ! SbAk atasth and of hoadw (rho. at aft) c �_"a
Ca+lnedi0rts at each wA d ltssafsr or oR
uplift 0*00" on I f used �
m w wmaims and tamed an �
t,7.47 b.
NN ! of ON& Chaco" for
Oalloi.+tlt c7eo c�ttt aottt_,�
i Loserw + _
594 lb.
WA=
' Mlrirratatt mown, E. o* 10
Nov" of% ad qpff GF3
5heat9u T TltB" *v
Nlai
FaM Nd IT
Slum Canneftn oho. of 1ed conwrion n* fmA
Mold Donee+ i ttaamtfatsztrol's Son
Pstmd F d **m Meal "Q sebrior Waft orlt walla b W
Almdaman eatdirtg Obmiaioet, L (Taft i
Ind Hairdo of bleat mpm '-ts
ram-.. =�a
WSP
S8'4"
T
IT
not
I
Shaw C wmefi o ft of 100 awmtort nWb fW 4 #oat
No owm iss t 0ow utses 4A b.
Pamo t Ftd Ling ! EA for Vftk ele�+tst m 50% (bm*W 19A *my)
thtt. Cox ib iworrt decorvM 25% (1 ate►) I
I"
h-Iji
3
Ilk Rod - _ q Q--
38
idadrrrurn � Irtatrtbtr �irrrh � ttvl etas.112) _ '�' f75%ot2�D Pa !3, aes
AWC-g' �p8{h'l a ' 6'
ROof 119
11-r '" 24r or 113 tcuilter
T a ftv1 rr 0oaaed0m d Web
tsnaot - '-we 3'f' tsbir volttaaftnwwbcbmwsim
ammemm Table It
HZ.SA
iU = 335 b
Law*
we
L e 176 fb.
weer
ntt's
s = TT b.
Tomic" a15ir #9
fn in lieu ofamp
Q@b1eRd***dWftRjinfield
Ntortr d 2 of oWlaolarrCi
Otalaatoilai Cotwrettfrb d lion Lambe ttANtle Vn wma
oM Tontine 14
in meld JU = no-F*b 14
Lab"
in field IL = on Table 114
Rod
WSP
Roof Tbicbrese
1fiw
34r W$P
R•od- Rabb 2
W r field
�`
t.
i t. V I I draapaiIroid dmm in Ftpttr+rta 6.11.A I7. and 18s 4 9 b toot f+equitbd sT mom Chocad for C npkfm is met in it's W*W.
! sea fiissaacfeoae�Me Ch at for Cosoftm (M CMR R3012.1_tl) liar fd cbeddl and Roles.
t2. Sao foie 4 iota MaL CAmMat *jr Cm plwm wood dMct uraf pones dweflsttp pioaco m it sold ned sue;
use more mMttc n tatiulrernee,t dTablss 1QM 1 or for nd spawigL
--- - - _ -
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