BP-272r
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EX'G
WELL
MA HEG. NO. Z/Z96
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v
SITE BENCHMARK:
NAIL IN U.P. #473116
ELEV. = 100.00 (ASSUMED)
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EX'G
WELL
rn ;i
MAUK, BOUCHER & HEUREUX, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
648A AMERICAN LEGION HWY, WESTPORT, MA 02790
TEL. (508)636-5905 FAX (508)636-2477
& va 0 F 4f
WILLIAM I.
MORSE
No.27296 c
�FGISTER��OQJ��o
N , LZ
S 370-10-50" E
440.06'
ASSESSOR'S
PLA T 33
LOT 6
AREA= 62,711 s. f.
�k OF gf qss
ALAN 1. s
.Z IiEUREUX
CIVIL
No. 33811
Fss/OPAL E~U�
443.76'
N 390-59`34'! W
SCHEDULE OF ELIEVA DONS:
COMPONENT
ROPOSED AS —BUILT
INV. OUT HSE
100.30
/00. /0
INV. IN TANK
100.10
100.00
INV. OUT TANK
99.85
99.88
IN IN GALLEY
99.46
99.60
" 1 HEREBY CERTIFY TO THE BEST OF 1 `Y KNOWLEDGE,
INFORMATION, AND BELIEF, BASED ON AN AS —BUILT FIELD
SURI,"Y. THAT THE SEWAGE DISPOSAL YSTEM COMPONENTS
SHOWN ON THIS PLAN WERE INSTALLED IN SUBSTANTIAL
COMPLIANCE WITH THE APPROVED SUBSURFACE SEWAGE
DISPOSAL SYSTEM PLAN."
0--a, ll-ew
ALAN J. HEUREUX, RE
MA REG. NO. 33811
4
DATE I "
r,
AS -BUILT , OUNDATION AND
SEPTIC SYSTEM PLAN
PREPARED FOR
MICHAEL & PAULA GAUTHIE1,1R.
SCALE: 1 "=3 ' DATE: DEC. 28, 1992
r°'
RO"J.NNO,.: 257— 1
DWG. NO.:
257-102 DWN. BY: iMAB
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SITE LOCUS
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0 6'
; EPTIC TANK
o
L-,STRIBUTION BOX
------- 100 -----
EXISTING CONTOUR
100
F.ROPOSED CONTOUR
EST PIT
1, FSER VE AREA
W _
r'✓.TER LINE
�-'A YBALE BARRIER
x Wef 4i 4 �"!r_TLAIIC) rL Mn
HAYBAIF -� ❑
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STAKE
SCALE 1"-2000'
,
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�V-)1.IIiILL SLDPG (I'L:I� = 0.0�33� '�D�Dit�S�ti�L'=�19.`lip q5
D.o65� x 150' = 12+50' QELLJtR1=D 13�twEirt� LtAC.tal1L-3 1il_% ' IL
At��-(�-c01.1ToVr�. � ,3' ra,►l l�,,ur.J� P�'�•1�o�D ./c�! �'
This plan, as prop°wd► bw been revieved for zoning cxispliance and
found to ipdlcate the intent for such covpliance. The applicantlovner
vast subvit a certified 'as built' plan to detervine cowpliance of the
Struc{ure vith zoning placement requirevents prior to any foundation
Dc"
DATE
ZOM DISTRICT: SItGl.E RMEM D - -
OVERLAY DISTRICT.,- A94IFE%,ZPK
Ey;,,
AtThe ��• i r
r r�.�J C4 This k� orls.
'
of partlr-Outll PLAN
SI TE
SCALE. 1" = ' 0O"
SITE BENCHMARK: 20A 1]A)L IA U-r1t_IT`i
2" X 2" X 3' STAKES
(2) PER BALE
HAYBALES BUTTED
TOGETHER
FLOW —�
NATIVE SOIL
CROSS SECTION
EROSION CONTROL BARRIER
NOT TO SCALE
FINISH GRADE OVER
TANK = IOZ.0
FINISH GRADE AT _CAST IRON OR CC!'VCRETE COVERS
DWELLING HOUSE = I0Z•4- BUILT UP WITH BR!(CK AND MORTAR
TO GRADE 4" SOLID WALL FINISH GRADE ELEVATION
CAST- IRON OR CONCRETE COVET- I PVC PIPE = -101. S
BUILT UP WITH BRICK AND MOF ,r FIRST TWO FEET TO BE _ A
TO Vf'THIN 6" OF GRADE i LAID LEVEL
TOP OF FOUNDATION VL, ! iLLiL'. A�IhA�IL4Ih/Lfih�IL4IL/LhA�lh/,
ELEVATION =-Q4� TOPSOIL
S OPE = 2i SLOPE = 1Z _._� ��' BACKFILL
I �� 1 W o 000000 0000 0000000c 'MIN
100,If� "1 0 000000 0000 000000 or
99,65 �� O t� O DO O O (� OO O O O DO O
IDOL GAL --
REINFORCED qq - I o o,o 00 0 0 0 00 0 0 0 00 o r� o r
SEPTIC TANK — DEPTH OF STONE UNDER GALLEY o WASHED
STONE
c�51 CLEAN Z•51 BOTTOM OF LEACHING FACILITY 2'� CLEAN
- COARSE E LENGTH OF LOW GALLEYS --� FEET
SAND COARSE
LEVEL STD - A
BASE SAND
LIMIT OF
BOTTOM OF EXCAVA7ION ELEVATION
EXC�VA110N
� �+�� � 9 1 E tw WATER TABLE ELEVA7ON = R4,r5 LIMIT OF EXCAVATION
t�P C TO BE SCARIFIED
CHANGED WITHOUT BOARJ
QE HEALTH APPROVAL SEPTIC S_'STEM PROFILE
FINISH GRADE
�11,A�11,A�Il,A�I1,A�I1,A�IL/,�11,A�11,A� IrA�11+A�11,A�11,A
' ` - 4" INLET
SET LEVEL 6
STABLE
BASE (6" Sul
COMPACTED GRAVEL
OR COMPARABLE) --'-
PROFILE VIEW
DISTRIBUTION BOX NOT TO SCALE
Wl�t '1'LAAID L )K&%T u1AS
9AZrm���►� C�►Js Jxr►�,.i A(_�1r r� P.i�J�t�3 7 15cl
Q1Jb �1�LD t_ULATEO 8`I MAJ4, , Botx"e:�• 4 AEU2ELt4) vk.
�ReYERM LINE Ik1F0;ZvA1'►crA rf?0tA A PLAI,I r wn-rLr
"fLANI of LAAIO IM Z3A , A100-r4 l MASS. cwUfic� 3•I fFEE
11JtEQ-LNJfZLH LDvJC.1I_ DFr (�RER-eEe2 /J�vJ Z>=ilF0-��1N�,�,1
DAk'CEO . A , Z2) I RFI5 ) PR a�
SEPTIC SYSTEM COMPONENTS
SEPTIC TANK: USE 1000 GAL TANK AS MANUFACTURED BY M&S
CEMENT BLOCK CORP. OR APPROVED COMPARABLE
SUBSTITUTE
DISTRIBUTION BOX. USE 2h SO. FT. W/BAFF AS MANUFACTURED
BY M&S CEMENT BLOCK CORP. OR APPROVED
COMPARABLE SUBSTITUTE
LOW GALLEY.USE LOW GALLEY "D" AS MANUFACTURED BY IV&S
CEMENT BLOCK CORP. OR APPROVED COMPARABLE
SUBSTITUTE
�-- FINISH GRADE -�
'!.'.4.f!.::.4�.r�1
.4„ Yz„
WAS ED STONE
'7I4' tY2"
WASLYED STONE
LIMIT F EXCAVA'
TO BE SCARIFIED
i�
E Z5I CE � �
' 4,0' Z,5'
CROSS SECTION A —,A VIEW
LOW GALL[-Y
NOT TO SCALE
TO SCALE
SOIL
DATA
DATE OF TEST. _MACcK
I'? E ICig
INSPECTOR: a Tr,
�y
�
PERFORMED BY:
LR 5_4_- E "
I00
TEST PI T
2 #
-�
o
I i,a
TEST PIT �Z
�
C
`�q
7 To+?sol�
98.2
SOi3SoIL_
Z4
SV35c�I�-.
24"
NE
s-4 K, ;>
Coo psi—f
�
p
�
,
I
Co �r3L�5
i
,9
,2
l20"
91'D
ILO4
OBSERVED WATER
ABLE: 94, e
OTTOM OF PERCOLATION
ST HOLE:
ERCOLA 77ON RATE:
1 MIN. PER INCH
This System is Not D,-signed
For Garbage Grinder, Whirlpool
Or Other Pligh Water Use Devic s.
SYSTEM DESIGN DATA
DESIG'V CAPACITY. BEDROOMS AT 110 GAL/DAY = 3 GAL/DAY
SEPTIC SYSTEM DESIGN: 2- LOW GALLEYS (4'X8') W/TH�OF STONE
SURROUNDING GALLEYS
SEPTIC SYSTEM DESIGN PERCOLATION RATE: Z MIN./INCH
SEPT;C SYSTEM DESIGN CALCULATIONS:
SIDEA'ALL: 21 LONG X 2 SIDES X0."(4DEE XZ• GPD/SF =1100 6 GPD
ENDVVALL: _9 LONG X 2 ENDS X 'DEEP X 2 GPD/SF = 43, Z GPD
BOTTOM: ?21 LONG X 9 WIDE X 1-52 PE/SF = LS-9, 0GPD
TOTAL SEPTIC SYSTEM CAPACITY =333,CGPD
DRAWING GALSEPTC.DWG
CAST IRON OR CONCRETE
COVER BUILT TO WITHIN
6" OF GRADE
CAST IRON OR CONCRETE C017=R BUILT TO
GRADE WITH BRICK AND MORTAR
CAST IRON OR CONCRETE
��I II tiW, ILI, W, A�IL��ILA IA A COVER BUILT TO WITHIN
,,- 6" OF GRADE
FLOW LINE
—
4" INLET 10" MIN. 14"
4'_ 0" MIN.
LIQUID
SET ON LEVEL LEVEL
STABLE BASE (6"
COMPACTED GRAVEL
OR COMPARABLE)
PROFILE VIEW
SEPTIC TANK
NOT TO SCALE
4" OUTLET
GENERAL NOTES
1.) TT -'IS SYSTELI SHALL BE INSPECTED WHEN THE LEACHING AREA IS FU1 � Y EXCAVATED AND ALL
CC.'!PONE!4TS ARE IN PLACE THE CONTRACTOR SHALL NOTIFY THE -OCAL BOARD OF HEALTH AND
THE DESIGN ENGINEER WHEN THE SYSTEM IS READY FOR INSPECTION
Z) ALL WASHED STONE MUST HAVE LESS THAN 0.2 PERCENT MATERIAL DINER THAN NUMBER 200
SIEVE AS DETERMINED BY THE AASHO TEST METHOD T-11 AND T- 2' (LATEST METHODS).
3.) THE DISTRIBUTION BOX AND SEPTIC TANK SHALL BE PLACED ON A MNIMUM SIX (6) INCHES OF
COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING.
4.) THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE PERATED OVER THE LIMITS OF
THE SEWAGE DISPOSAL SYSTEM DURING ITS CONSTRUCTION. 5.) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM WITHOUT FRIOR WRITTEN APPROVAL
FROM THE ENGINEER AND THE TOWN BOARD OF HEALTH. 6.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE INSi amp IN ACCORDANCE WITH
THE CURRENT EDITION OF TITLE 5 OF THE STATE ENVIRONMENTAL C+'DE AND ANY APPLICABLE
TOWN REGULATIONS.
Z) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL JOINT CAST
IRON PIPE SHALL BE INSTALLED FOR BOTH LINES FOR 10, ON EITHEF SIDE OF THE
INTERSECTION POINT.
8.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR EXIT ALL CONCRETE STRUCTURES
TO PROVIDE A WATERTIGHT SEAL
9.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR
ASPHALT CEMENT.
10.) ALL. PVC PIPE USED SHALL MEET ASTM D 3034-73 SDR 35.
11.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD
LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE .'UPPUER.
12.) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN THL' LEACHING AREA SHOWN ON
THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND (Sr= TITLE 5, REGULATION
Z 17). THIS FILL MATERIAL SHALL HAVE A PERCOLATION RATE OF cNE (1) INCH IN LESS
THAN TWO (2) MINUTES AND SHALL NOT CONTAIN FINES, CLAY, ORG;NIC SOIL, STUMPS OR
STONES
13.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE 5, SECTION 150Z SUBPARAGRAPH 8,
MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. IF CONSTRUCTION
MUST BE CONFIRMED BY AN ENGINEER, THEN CONTRACTOR MUST NCDFY THIS OFFICE PRIOR TO
BACKFILLING.
14.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUA'.- LOCA77ON OF ANY
EXISTING UTILITIES SHOWN ON THIS PLAN.
15.) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL UNIT OR OTHER
DEVICES WHICH USE LARGE AMOUNTS OF WATER.
16.) THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY. WHEN THE T07 iL DEPTH OF SCUM AND
SOLIDS EXCEEDS ONE-THIRD (113) THE CONTENTS OF THE TANK SHOULD BE PUMPED. IT IS
RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT LEAST OVCE EVERY YEAR.
19.) SOIL LOGS INDICATE SOIL CONDITIONS, PERCOLA7ION RATES AND WAT,-? TABLE DEPTHS
OBSERVED AT THE 77ME AND LOCATION OF THE SOIL INVES7IGA77ONS AND SHOULD BE VERIFIED
BY THE CONTRACTOR/EXCAVATOR AT THE TIME CONSTRUCTION BEGI' S IF GROUNDWATER OR
PERCHED WATER IS ENCOUNTERED AT A HIGHER ELEVATION THAN 1N•'ICATED ON THE PLAN, THEN
THE CONTRACTOR/EXCAVATOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
20.) EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR TO ANY CONS SUCTION OR EXCAVA71ON AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUC710N, GRADING, PLANTNG, INSPECTIONS, ETC
ARE COMPLETED.
21.) THE SEPTIC TANK SHALL BE FITTED WITH INLET AND OUTLET TEES ACCORDING TO THE
REQUIREMENTS OF TITLE 5.
SITE LOCATIC.' "{��� - --� � � OACZ'�f�"tt� 1,AA PLAT.' �5 LOT:
B.'O.H. STAMP ONLY
IFHIACCO." .,ED WITH THE ORIGINALDSGNATURE SUBSURFACE SEWAGE DISPOSAL SYS EM
APPROVED JID SEt_ ALAN J. HEUREUX, P.E.
CLIENT:
30ARE► of HEALTHte ( M ILAAEL -PULA C�ALYfN 1'P 2
�iA MOUT A hEUREu� ATE MA BOUCHER AND HEUREUX INC.
.."'.•.. • I f f
H - - - CIVIL/ENVIRONMENTAL ENGINEERS AND LAND SURVEYORS
B.O.H. NOTES
ENGINEERS AS -BUILT of �qs q 648 AMERICAN LEGION HIGHWAY' WESTPORT, MA 02790
PLAIN & CjeE,RTRI�F/►I�JCATiON �`�' s9c TELEPHONE. (508) 636-5905 FAX: (508) 636-2477
{� VTI f %LAN T '-
THE 1+,'Ipr?G /xT �E �t UIRED
HEUREUX `N CONTACT PERSON: ALAIII HP: CHECKED CHECKED BY: MAS
DOF'>; NQT GUARANTEE THE CIVIL -A-14 APPROVED BY. a
FF'' ECTi`aEi:ESS OF ANY No. 33810 DRAWN BY.
a, ;.
INSTALLATION F�E�I R���� , DESIGNED BY. A�I'I DATE:
h�fiTwl�„ruanc�ranrurelTu SIONF,I��y� PROJECT NO.: 257-1 DRAWING NO.: 257-ioi
- GENERAL
FOUNDATION PLAN (SHEET 1)
NOTES
1. .THE FOUNDATION SHOWN IS NOT PROVIDED BY 2. DESIGNED WITH A 40 PSF SNOW LOAD.
CUNTEMPRI HOMES AND MUST BE DESIGNED BY 3. INSULATION IN FLOOR AREA ABOVE BASEMENT
A REGISTERED PROFESSIONAL ENGINEER IN
ACCORDANCE WITH LOCAL CODE REQUIREMENTS DR IN BASEMENT WALL AREA SHALL BE ON SITE
AND SITE CONDITIONS. BY OTHERS AND SHALL COMPLY WITH STATE AND
2. THIS FOUNDATION DRAWING IS NOT A BINDING
DESIGN AND IS PROVIDED ONLY TO SHOW AN
ACCEPTABLE MEANS OF SUPPORT AND SPACING OF
MAIN GIRDER COLUMNS. ANY ALTERNATE FOUNDATION
ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL,
INCLUDING ANY PROVISIONS FOR BULK -HEAD EXITS,
IS SATISFACTORY. C13NTEMPRI HOMES ASSUMES NO
RESPONSIBILITY FOR FOUNDATION DESIGN UR .
CONSTRUCTION.
3. DESIGNED WITH A 40 PSF SNOW LOAD.
4. A 32x22' ACCESS DOOR AND 16'xl2' VENTS(AMOUNT
TO BE DETERMINED IN ACCORDANCE WITH STATE AND
LOCAL CODES) SHALL BE PROVIDED BY OTHERS WHEN
CRAWL SPACE OPTION IS USED.
5. SUPPORTS (PIERS OR COLUMNS) SHALL BE LOCATED AT
MARRIAGE WALL OPENINGS ABOVE THAT ARE GREATER
THAN 48'.
FLUOR R PLAN (SHEETS 2 2a Pb, AND 26
1. GLAZING TO INCLUDE C.S.P.C. STANDARD
WHERE APPLICABLE IN THE APPLICABLE BLDG. CODES
2. SWINGING DOORS MEET 0.5 CFM/SF MAXIMUM
INFILTRATION @ 25 MPH WIND (1.567 PSF).
3. WINDOWS MEET 0.37 CFM/LF SASH CRACK
MAXIMUM INFILTRATION @ 25 MPH WIND. ACTUAL
INFILTRATION TEST BY PTL = 0.04.
4. SLIDING DOOR MEET 0.5 CFM/SF MAX.
INFILTRATION @ 25 MPH WIND (1.567 PSF).
(TEMPERED GLASS)
5. DESIGNED WITH A 40 PSF SNOW LOAD.
6. ALL WINDOWS MEET OR EXCEED IN THE
APPLICABLE BUILDING CODES
REQUIREMENTS FOR LIGHT, VENT AND
EMERGENCY EGRESS
7. STATE SEAL INSIGNIA SHALL BE LOCATED ON
PANEL BOX.
8. ALL DRAWINGS MEET REQUIREMENTS CONTATNED IN
THE APPLICABLE BUILDING CODES.
9. IF APPLICABLE BI-LEVEL PACKAGE SHALL INCLUDE
STAIRS, LANDING AND RAILS AND WILL BE INSTALLED
13N SITE BY OTHERS.
10. ALL WINDOWS AND OR SLIDING GLASS DOORS, INCLUDING
FRAMES, SHALL BE AT LEAST 24' FROM ANY LOT LINE.
IF WINDOWS, SLIDING GLASS DOORS AND/OR DOORS,
INCLUDING FRAMES ARE WITHIN 24' OF ANY LOT LINE
THEY SHALL HAVE A FIRE RESISTANT RATING OF 3/4 HR.
LOCAL ENERGY CODES.
4. STAIRS PROVIDED IN UNITS SHALL COMPLY TO
THOSE REQUIREMENTS SET FORTH IN THE
APPLICABLE BUILDING CODES
5. ALL BREAKS IN MATING WALL AND OR FLOUR/CEILING
ASSEMBLY SHALL BE FIRESTOPPED WITH AN APPROVED
FIRE STOPPING MATERIAL TO COMPLY WITH THE
APPLICABLE BUILDING CODES. FIRE STOP PLENUMS
UNDER RATED WALLS.
6. ALL HEAT PRODUCING EQUIPMENT SHALL BE
ENCLOSED IN (1) HR. RATED BUILDING CONSTRUCTION
IN COMPLIANCE WITH THE APPLICABLE BLDG. CODES.
7. ALL INTERIOR FINISH MATERIALS SHALL BE CLASS 'A'
AS REQUIRED PER SECTION THE APPLICABLE BLDG. CODES.
S. APPROVAL OF PLANS FOR SECOND FLOOR USEABLE SPACE
IN THE CAPE COD, FOUNDATIONS, INSULATION INSTALLED
ON SITE, EXTERIOR AND BASEMENT STAIRS, SITE INSPECTIONS
OF THEIR CONSTRUCTION AND THE INSTALLATION OF THE
HOME SHALL BE UNDER THE JURISDICTION OF THE LOCAL
BUILDING CODE ENFORCEMENT OFFICER.
ELECTRIC HEAT PLAN (SHEETS 5, 5a, 5b, AND 50
1. HEATING SYSTEM DESIGNED WITH AN INSIDE TEMPERATURE
[IF 70-F" AND AND OUTSIDE TEMPERATURE OF' -20'F
WITH 15 MPH WIND.
2, FACTORY INSTALLED INSULATION SHALL BE INSTALLED TO
COMPLY WITH THE APPLICABLE BUILDING CODES.
3. THE INSTALLATION OF ALL ELECTRIC BASEBOARD
HEATERS IS IN STRICT ACCORDANCE WITH THE
TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L.
STANDARD FOR SAFETY 91042 ON BASEBOARD HEATING,
AND THE APPLICABLE BUILDING CODES.
4. MAXIMUM CONNECTION LOAD FOR 240V 20A BASEBOARD
HEAT CIRCUITS IS 3840 WATTS (80% CIRCUIT CAPACITY).
5.' TPI THERMOSTAT MODEL AID22-3 DOUBLE PULE 22 AMP
125/240/277 V.A.C.
6. TPI SERIES 'EC' BASEEOARD HEATERS 120/240/277 V.A.C.
250 WATTS PER LINEAR FOOT, 854 BTUH PER FOOT.
7. THERMOSTATS ARE ADJUSTABLE FROM 45'F TO 75-F
FOR HEATING AND 450F TO 85'F FOR HEATING AND
COOLING.
11. KITCHENETTES, BATHROOMS AND .TOILET ROOMS
SHALL BE VENTED MECHANICALLY, 100 CFM FOR KITCHENS,
8, INSTALLATION OF GAS VENTS SHALL BE IN ACCORDANCE
85 CFM FOR BATHS, OR BY AN OPENABLE AREA OF 1 1/2
WITH THE APPLICABLE MECHANICAL CODES.
SO. FT. FOR BATHS AND TOILET ROOMS, 3 SO. FT. FOR
9_ FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH
KITCHENETTES.
THEIR LISTING, MANUFACTURER'S INSTRUCTIONS AND
12. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES
WITH EXTERNAL COMBUSTION AIR DUCT.
SHALL BE SIZED, CONSTRUCTED, TREATED, OR
10. COMBUSTION AIR FOR GAS FIRED SPACE HEATING
COMBINED WITH OTHER MATERIALS AS TO EFFECTIVELY
EQUIPMENT SHALL BE THROUGH LOUVERED DOORS
MINIMIZE THE POSSIBILITY OF INJURY IN THE
WITH A CLEAR OPENING IN COMPLIANCE WITH
EVENT THE GLAZING IS CRACKED OR BROKEN.
THE APPLICABLE MECHANICAL CODES.
GLAZING IN DOORS, SIDELIGHTS, EXT. WINDOWS IN
Il. BOILERS, PUMPS, COM!'RESS[ON TANKS, FURNACES AND FANS
BATH TUB ENCLOSURES AND INTERIOR PARTITIONS
18' OR LESS FROM FLOOR SHALL BE IDENTIFIED AS
ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS. THEY
- SAFETY GLASS
SHOULD BE SIZED IN CONJUNCTION WITH THE BTUH LOSS
FOR THE HOUSE AND INSTALLED BY QUALIFIED PERSONS.
13, APPROVAL OF PLANS FOR SECOND FLOOR USEABLE SPACE
IN THE CAPE COD, FOUNDATIONS, INSULATION INSTALLED
12, THE CHIMNEY IS SUPPLIED AND INSTALLED ON SITE BY
ON SITE, EXTERIOR AND BASEMENT STAIRS, SITE INSPECTIONS OTHERS, UNLESS OTHERWISE SPECIFIED. NO PROVISIONS
OF THEIR CONSTRUCTION AND THE INSTALLATION OF THE
ARE MADE FOR ITS'LOCATION (I.E. FRAMED OPENINGS)
HOME SHALL BE UNDER THE JURISDICTION OF THE LOCAL
UNLESS SPECIFIED BY BUILDER PRIOR TO MANUFACTURING.
BUILDING CODE ENFORCEMENT OFFICER.
13. ANY HEATING PIPES UR DUCTS IN UNHEATED SPACES SHALL
14. SKYLIGHTS SHALL BE IN COMPLIANCE WITH
BE INSULATED IN ACCORDANCE WITH THE APPLICABLE ,
THE APPLICABLE BUILDING CODES.
MECHANICAL CODES.
15. ALL MODELS, WHEN A SITE BUILT. GARAGE IS
ANTICIPATED, CONTEMPRI HOMES SHALL BUILD
THE ADJOINING WALL AS A 1 HR FIRE RATED
ASSEMBLY AS LISTED BY UL OR FACTORY
MUTUAL. PASSAGE DOORS AND FRAMES ASSEMBLY
SHALL BE RATED AT 45 MIN.
ELEVATION (SHEETS 3, 3a, AND 3b)
I. ALL VENTS THROUGH ROOF TO BE 3' IN
DIAMETER AND SHALL TERMINATE ABOVE ROOF
LINE 6'
2. DESIGNED WITH A 40 PSF SNOW LOAD.
3. IF APPLICABLE ALUMINUM SIDING SHALL BE GROUNDED
ON SITE BY OTHERS.
4. SIDING SHALL BE FIELD INSTALLED ON GABLE ENDS,
AND UPPER MODULES OF TWO STORY MODELS WITHOUT
MODULE OVERHANGS.
CROSS SECTION (SHEET_4 4a 4b, & 40
1. REQUIRED GUARDRAILS ON OPEN SIDES OF
STAIRWAYS, RAISED FLOOR AREAS, BALCONIES
AND PORCHES SHALL HAVE INTERMEDIATE
RAILS UR ORNAMENTAL CLOSURES WHICH WILL
NOT ALLOW PASSAGE OF AN OBJECT FMP (4)
INCHES OR MORE IN DIAMETER.
TRICAL NOTES (SHEET 6. 6a. 6b- AND_6C)
1. ENTRANCE PANEL WESTINGHOUSE P202040CL
40 BREAKER SPACES, 200 AMP CAPACITY.
2. CONVENIENCE AND APPLIANCE RECEPTS'16' ABOVE
FINIS14 FLOOR.-
3. SWITCHES AND COUNTERTOP RECEPTS 44' ABOVE
FINISH FLOOR.
4. OUTDOOR LIGHTS 70' ABOVE FINISH FLOOR.
5. ALL MODULAR CROSS -OVER CIRCUITS PERTAINING
TO CONVENIENCE AND HEAT CIRCUITS SHALL TERM-
INATE IN JUNCTION BOXES.
6 SMOKE DETECTORS WILL NOT BE PLACED ON ANY
SWITCHED BRANCH OF A CIRCUIT OR ANY G.F.I.
CIRCUIT AND SHALL BE WIRED IN SERIES FOR
SPONTANEOUS ACTIVATION.
7. WHEN BI-LEVEL OPTION IS PROVIDED OR WHEN
STAIRS LEAD TO A HABITABLE LEVEL, A SECOND U.L.
APPROVED SMOKE DETECTOR WILL BE SITE INSTALLED
AT HEAD OF STAIRS.
8. VOLTAGE DROP DOES NOT EXCEED 3% IN FEEDER OR
BRANCH CIRCUITS OR 5% IN RUTH.
9. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL
BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED
TEXTING LABORATORY. IN COMBINATION WITH
LISTING AND LABELING, CONDUCTORS AND EQUIPMENT
SHALL BE SUITABLE FOR BOTH THE LOCATION AND USE.
10. CONNECTED LOAD OF ANY ELECTRIC BASEBOARD
HEATER BRANCH CIRCUITS SHALL NOT EXCEED 807
OF ITS RATING.
11. THE MAIN SERVICE DISC❑NNECT SHALL BE
INSTALLED AT A READILY ACCESSIBLE LOCATION
NEAREST TO THE POINT OF ENTRANCE OF THE
SERVICE CONNECTORS AS PER NEC SECTION 230-70A.
12. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE
WITH THE NATIONAL ELECTRICAL CODE OR APPLICABLE
STATE ELECTRICAL CODES.
13. ALL NON-METALLIC WIRES TO BE RATED AT MINIMUM
90'C AS PER 1990 N.E.C_
14. A LIGHTING OUTLET AND RECEPT IN ADDITION TO ANY
REQUIRED GFI CIRCUITS FOR LAUNDRY AREA IN
BASEMENT SHALL BE PROVIDED ON SITE BY OTHERS.
15. IF APPLICABLE A DROP IS TO BE PROVIDED FROM
A FIRST FLOOR SMOKE TO A SMOKE
DECTECTOR LOCATED IN BASEMENT.
16. ALL EXTERIOR FIXTURES ARE SUITABLE FOR WET
LOCATIONS.
17. PULL CHAIN LIGHT LOCATED IN ATTIC AREA IS
SUPPLIED AND INSTALLED ON SITE BY OTHERS.
18. MANUAL DISCONNECT AT EXTERIOR IS ON SITE
BY OTHERS.
16. WHEN DISHWASHER IS I PROVIDED, DRAIN LINE AND
P-TRAP ARE 2' MINI M AND DISHWASHER SHALL
DISCHARGE THROUGH AN APPROVED AIR GAP.
17. WATER HEATERS *HAVE ADJUSTABLE TEMPERATURE CONTROL
AND MEET 4 WATTS PER SQ.FT. MAXIMUM STAND BY LOSS.
18. WATER HAMMER ARRESIT13R TO BE SUPPLIED AND INSTALLED
[IN SITE BY OTHERS.
19. SHUTOFFS FOR FIRST FLOOR TUBS/SHOWERS AND SECOND
FLUOR BATH GROUPS TO BE SUPPLIED AND INSTALLED
ON SITE BY OTHERS.
20. CLEANOUTS ARE REQU RED IN BRANCH PIPING FROM FIXTURE TRAPS
WHERE THERE IS NOR THAN ONE 90' BEND IN THE LINE TO BE RUDDED.
CLEANOUTS SHALL BE ACCESSIBLE THROUGH TRAPS AS PER C.A.B.O.
P-2206.2.9 AND N.S.P.. 5.4.13. WHERE NOT APPLICABLE, AN ACCESS
DOOR OR COVERING P ATE SHALL BE PROVIDED AS PER B.D.C.A.
CP-1103.1 AND P-1108.1 , C.A.B.O. P-2206.2.4, AND N.S.P.C. (5.4.4 AND 5.4.I;2).
21. ALL MATERIALS , PLUMBING FIXTURES AND EQUIPMENT SHALL
COMPLY WITH THE APPLICABLE PLUMBING CODES.
22. ALL PLUMBING INSTA LED IN PLANT SHALL BE TESTED AS
PER THE APPLICABLE I PLUMBING CODES. NO PLUMBING
SHALL BE COVERED BEFORE TESTING.
23. IN PLANT FIXTURE MAINS AND ALL OPEN PIPE SHALL BE
PROTECTED OR CAPPEfD AND LABELED FOR TRANSPORT.
24. PLASTIC OR CULTURE MARBLE LAYS ARE NOT APPROVED.
25. PLASTIC PIPING SHALL BE PROTECTED WITH A STEEL PLATE
(18 ga. MIN) WHEN PIE PASSES THROUGH WOOD MEMBERS
LESS THAN 1 1/4' FR3M EDGE OF MEMBER.
19. IF APPLICABLE WHIRLPOOL IS TO BE WIRED AND 26. JOIST NOTCHES SHALLNOT EXCEED 1/6 JOISTS DEPTH AND
CIRCUITED PER MANUFACTURER INSTRUCTIONS. SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. HOLES SHALL
20. BRANCH CIRCUITS ARE IDENTIFIED ACCORDING NOT EXCEED 1/3 DEP H OF JOIST AND MUST OCCUR 2' FROM
TO THE 1990 NATIONAL ELECTRICAL. CODE SECTION EITHER EDGE.
110-22 AND WILL NOT NECESSARILY CORRESPOND TO
CMOTEMPRI HOMES CERTIFIES THATi
A.) ELECTRICAL CONDUIT, ELECTRICAL WIRE INSULATION,
PIPE, DUCT AND THERMAL INSULATION USED IN UNITS
AND ALL INTERIOR WALL AND FLOOR FINISHES
HAVE BEEN TESTED IN ACCORDANCE WITH THE TOXICITY
TEST METHOD PRESCRIBED IN SECTION 1120.2
'B) A REPORT OF SUCH TEST HAS BEEN FILED WITH THE
DEPARTMENT OF STATE IN ACCORDANCE WITH SECTION
1120.3
TYPICAL SCHEMATIC SHOWN.
27. HOSE SPRAY CIF PR
IDED) FOR TUB/SHOWER SHALL HAVE A
BATH SPOUT CDIVERT
R) WITH VACUUM BREAKER.
21. ALL RECEPTACLE OUTLETS WITHIN 6'-0' OF THE KITCHEN
SINK SHALL BE GFI PROTECTED.
28. WATER CLOSET TANK
BALL COCK SHALL COMPLY WITH
THE APPLICABLE COD
S.
22. ON CAPE MODELS A SERIES WIRED SMOKE DETECTOR
SHALL BE PROVIDED AT TOP [IF STAIRS ON SITE
29. WATER OUTLETS
OSNDLNS
HOSE BS'EIL COCKS, IALL
BY OTHERS.
FAUCETS SNALLBEQUIPPEDW
VACUUM BREAKERS.
30. HORIZONTAL COPPER
WATER PIPING SHALL NOT,BE SOFT COPPER..
23. DRYER EXHAUST TERMINATION SHALL BE TO THE
EXTERIOR. ANY DUCT LENGTHS OVER 10'-0' SHALL BE
31. AUTOMATIC VENTS ARE
NOT PERMITTED.
MECHANICAL ASSISTANCE UNLESS OTHERWISE SPECIFIED
32. PRESSURE TESTS ON
PLASTIC PIPE SHALL BE LIMITED TO 5 p5t
24. ALL ELECTRICAL EIIXLS WITHIN A FIRE SEPERATIDN WALL
MAX. TO AVERT FAILURE
OF PIPE.
-SHALL BE -METALLIC MYES.
33. SUPPLY PIPING IN VNEATED
AREAS INCLUDING WALLS
25. PANEL FOXES SHALL BE LMATED ON INTERIOR FOUNDATION
SHALL BE PROTECTED
.OUTSIDE
AGAINST FREEZING. PIPING SHALL BE KEPT
WALL. IF CRAWSPACE OPTION IS USED, PANEL BOXES
OUT OF UNHEATED SF
ACE WHERE POSSIBLE.
SHALL BE LOCATED IN AN EXTERIOR WALL WITH
ACCESSIBILITY IN ACCORDANCE WITH THE 1990 N.E.C.
34. WATERPROOFING IN I
UB AND SHOWER TO BE 6'-C' MIN. HEIGHT.
BATHROOM FLOORS S
ALL BE WATERPROOF.
PLUMPING ISUw, _TRIO (SHEETS 7, 7a, 7b, 7c. 70, AND 72)
35' HORIZONTAL BRANCH
VENT PIPING SHALL BE INSTALLED NOT LESS
1. ALL VENTS THROUGH ROOF TO BE 3' DIAMETER AND
THAN 6' ABOVE THE
FLOOD LEVEL RIM OF THE HIGHEST FIXTURE
SHALL TERMINATE ABOVE ROOF A MINIMUM OF 6'.
SERVED IN THAT BRANCH.
2. .ALL PLUMBING TO BE IN ACCORDANCE WITH STATE
UNIFORM FIRE PREVENTION AND BUILDING CODE, CITY
PLUMBING REFERENCSTANDARDS
PLUMBING AND DRAINA6C CODE.
1. VITREOUS CHINA
PLUMBING FIXTURES, ANSI 112.19.2M-I982.
3. ALL WATER SUPPLY PIPING AND FIXTURE RISERS SHALL
BE TYPE 'L' COPPER (ASTM B 88-86) WITH 98.2% LEAD
2. STAINLESS STEEL
PLUMBING FIXTURES, ANSI 112.19.3-1976
FREE SOLDER.
(DESIGNED FOR
ESIDENTIAL USE)
4. STANDARD DRAIN LINES SHALL BE ABS SCHEDULE 40
3. PLASTIC BATHTUB
UNITS, ANSI Z124.1-1980.
(ASTM D1527.77 (R1982)).
5. ENVIRMIMENTAL CONSERVATION
4. PLASTIC SHOWER
RECEPTORS AND SHOWER STALLS,
ANSI Z124.2-198
.
WATER CLOSETS = 3.5 GAL/FLUSH i AFTER JAN.I/ 1992 =
IA GAL/FLUSH MAX. KITCHEN SINKS AND SHOWERS = 3 gpn 5. HOUSEHOLD DISHWASHERS,
ANSI /ASSE.1006-86.
MAX. LAYS = 2 ppM MAX.
6. HOUSEHOLD FOOD
WASTE DISPOSER UNITS, ANSI/ASSE 1008-80.
6. ANT[ -SCALD MIXING VALVE MANUFACTURER MOON #3170.
7. PLASTIC PIPING SUPPORTS - 4'-0' D.C. FOR PIPING
7. CAST-IRON THREADED
DRAINAGE FITTINGS, ANSI B16.12-1993.
2' DIAMETER AND LARGER J 3'-0' O.C. D.C. MAX. FOR PIPING
UNDER 2' DIAMETER.
S. ACRYL13NI T PILE-
UTADIENE-STYRENE (ABS) PLASTIC PIPE,
SCHEDULES 40
ND 80, ASTM D1527-77 (R-1982).
8. ALL HORIZONTAL DRAINAGE PUNS SHALL HAVE A UNIFORM
SLOPE OF 1/4' PER FOOT TOWARD DRAIN,
9. SOLVENT CEMENI
FOR ABS PLASTIC PIPE AND FITTINGS,
9. ALL WATER SUPPLY PIPING SHALL BE SUPPORTED 48' D.C.
ASTM D2235-81.
MAXIMUM.
10. AIR GAPS IN PLUARING
SYSTEMS, ANSI 'AII2.1.2-1973 (R-1979).
10. ALL DRAINAGE CHANGES FROM VERTICAL TO HORIZONTAL
11. GAS WATER HEAT
RS, VOLUME 1. AUTOMATIC STORAGE TYPE WITH
SHALL BE THROUGH A LING TURN T-Y OR COMBINATION
INPUTS OF 75,0
0 BTUH OR LESS 721.10.1-1994 WITH ADDENDA
WYE AND 1/8 BEND WITH THE EXCEPTION OF THE WATER
ANSI Z21.10.1A-I5,
Z21.10.111-86.
CLOSET TRAP ARM WHICH SHALL BE AN EXTRA LONG TURN
90' ELBOW.
12. GAS WATER HEA
ERS, VOLUME 3. CIRCULATING TANK,
11. ALL DRAINAGE CHANGES FROM HORIZONTAL TO VERTICAL
INSTANTANEOUS
AND LARGE AUTOMATIC STORAGE TYPE,
SHALL BE THROUGH A SANITARY TEE UR WHEN (2)
Z21.10.3-1984 WITH
ADDENDA ANSI Z21.10.3A-85. Z21.10.3B-86.
FIXTURES ENTER A VERTICAL STACK AT THE SAME
LEVEL, AN APPROVED DOIJBLE FIXTURE FITTING SHALL
13. RELIEF VALVE
ND AUTOMATIC GAS SHUT-OFF DEVICES AND
BE USED.
HOT WATERS
PLY 'SYSTEMS, ANSI Z21.22-86,
12. ALL DRAINAGE CHANGES FROM HORIZONTAL TO HORIZONTAL
14. WATER HAMMER ARRESTERS,
ANSI/ASME A112.26.1M-84.
SHALL BE THROUGH A LONG TURN TY OR COMBINATION
15. VACUUM BREAKERS,
ANTI -SIPHON PRESSURE TYPE,
WYE AND i!8 END.
ANSI/ASSE 102
-82.
13, ALL WASHERS SHALL HAVE A 30' STAND PIPE.
14. PIPING SHALL BE FIRE STOPPED WHERE REQUIRED BY NYS
16. SEAMLESS COPPER
PIPE, STANDARD SIZES, ASTM B42-87.
CODE SECTION 717.4 WITH MATERIALS EQUIVALENT TO
CONSTRUCTION WHICH IT PENETRATES AND BE SUITABLE
17. SEAMLESS COPP
R WATERTUBE, ASTM B88-86.
TO PIPE MATERIAL. (NYS CODE MANUAL PART 4, PAGES 30-35).
THREADLESS
1$•CO
PER PIPE, ASTM B302-87.
15. NO PLUMBING SHALL PENETRATE FIRE SEPERATIDN OR
-
OR TENANT SEPERATION WALLS.
19. SOLDER METAL, ASTM
B32-87.
C) PLASTICS AND FOAM PLASTIC SHALL COMPLY WITH
THE APPLICABLE BUILDING CODES.
),OUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE,
PROGRESS OF THIS WORK.
BUILDING DEPARTMENT
of Dastmo>�th ;.
j4'
-�-•s-i---r.s-rsa�mr�fnss�_ An As Built Su vcy must b6
s'llbrni'tted tii3 D11Hing
Dept. p-ior to calling for
a f oundatim in-spection of
mar furthr cc^ #rvctio-1S
CONTEMPRI HOMES INC.
STAUFFER INDUSTRIAL PARK
TAYLOR, PENNSYL.VANIA 18504
CONTENTS-
BOrA SYSTEMS
ALL MODELS
SHEET NO.
GENERAL NO TES CN .
BOCA-SNi
MODEL CODE DESCRIPTION
- � JK CONCRETE FOOTING
r �
i
3 1/2' Ff STANDARD
STEEL PIPE COLUMN
TYPICAL BASEMENT SUPPORT
BELOV THIS LINE IS
rURNISHED AND INSTALLED
ON SITE BY OTHERS
GRADE
CONCRETE FOOTING
�1
— J `-� IK MASONRY PIER
TYPICAL CRAWL SPACE SUPPORT
X MASONARY FOUNDATION -WALL SHALL
EXTEND BELOW LOCAL FROST LINE
DOUBLE HEADER
AT OPENING
N
P01
AND INSTALLED ON
SITE BY OTHERS
STAIRS INSTALLED
ON SITE BY OTHERS
WHEN OPTION IS PURCHASED
BASEMENT STAIR -DETAIL
W CONCRETE FOOTING
1
WIDTF
(1) 24
<8> 2E
C8) 2E
3 1175 B2
NO. OF SO. FT. OF (B) BASEMENT
BDRMS. FLOOR PLAN (C) CRAWL SPACE
(BI) BI-LEV�-L
(S) SPLIT LEt./EL
(T) TWO STCIRY
(#) NO. OF MOr1JLES
I— ---- -- ----- --- — —-------- ------------ -- ------ --- -- ---- ----- — --- I
I r -I
1 I I
I I I I
I i I I
N
I I
I i
I I
I 1
II r r ♦—• 6
7 ♦ • ♦-3 ♦ 7 i-0 r 4-6 I r 6 i-3 ♦ I i
1 6-3 0 6-6 6-3
I
t
I ! rr— r— --1 r— r— —n r— — r— --i I I
N - - -{— o-- I- - - �-- - t,--- 1 - {— o —t } ---e - -I--
N X.I I 1 I I I 1 1 I 1 r
I I L--. - J L—__J L___,J L—.--J I L-i --J L — — — J L-...-....J I I
i I I i i
i I I I
i
• I I I z
-
a I I 1 I I I
t I I I I I
I I
FRONT DOOR I 1
I I I I
L_----------.-------------_.--- ----------------.--------- -----------------------I
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
I 0 15'-2 1/4'
1 q 6 xx151-3 1/4'
war
SEE SHEET NO. GN FOR P.;:-L NOTES
PERTAINING TO THIS DRAWING.
CA-3
MODEL NAME
THESE DIMENSIONS SHALL BE USED WHEN
ENERGY SHEATHING IS APPLIED TO HOUSE,
CONTRACTOR SHALL VERIFY DIMENSIONS
WITH THE BUILDER BEFORE CONSTRUCTION
OF THE FOUNDATION.
YOUR DRAWING MUST DE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
BuiLDING DEPARTI`IENi
Torn of Daztmoidb
(C)
CB
.kn Az Bunt Spry vC'Y most be'
�- jt*rtj to th3 Bjilding
Damit. r;-'icr to Calling -for �r
A f l� v-ud.aticn iY pectl®n �rl
�! jl thcr construction
Foundation �� n ��o�,,,n is only, suggestive. Actual
foundation design shall be beswj on local soil
conditions and in ac- •a
CONTEMPRI HOMES INC.
STAUFFER INDUSTRIAL PARK
TAYLOR, PENNSYLVANIA 18504
CONTENTS-
DETEC I ORS - CEM, t CIO UNDA TION
• `� � �'� �� SCALE: 114 "-1'- 0"
UNIT NO. DRN. KDR # 20559 SHEET NO.
DATE 06-17-92 1
13-1175-28 REV. # of
DATE '%
MALTA DOUBLE HUNG WINDOWS
TAG
ROUGH OPENING
UNIT NO.
LIGHT
VN73.7
A
30'x37-1/4'
2414
4.31
2.
B
38`x37-1/4'
3214
5.9
3.
C
38'x57-1/4'
3224
10.22
5.38
127.75
D
42x57-1/4'
3624
11.51
6.51
143.87
E
75-1/2'x57-1/4'
TWIN 3224
20.44
10.76
255.5
F
97'x57-1/4'
1649-24
25.64
6.16
320.5
G
93`x58'
8' K.S.I. BOW)F
29.68
13.40
371.0
Pit
x -
3228
11.5
6.41
144.87
46'x57-1/4'
4024-1
12.8
7.19
160.0
I:!r I
ANDERSEN
DOUBLE HUNG
WINDOWS
TAG
ROUGH OPENING
UNIT NO.
LIGHT
VENT
SOFT.
A
30-1/8'x37-1/4'
24210
4.7
2.7
58.8
B
38-1/8'x37-1/4'
30210
6.3
3.5
78.8
C
38-1/8'x57-1/4'
3046
10.8
5.93
135.0
D
42-1/8'x57-1/4'
3446
12.1
6.61
75-3/4'x57-1/4'
TWIN 3046
21.6
11.8
hl51.25E
70.0
F
7- / x57-
1 - -18
.4
x-
C BOW
8
1838-1/8'x65-1/4'
M-
3052
12.6
6.89
157.546-1/8'x57-1/4'
3846
13.4
7.3
167.5
14'-0' 4 1/2' 5'-6' 1/2' 6'-0' 4•
q Q 3
ry VC VC ti
CA
15 MSTR
36•SHW BATH BATH o
MASTER BEDROOM
c? 12
Q
J O
10 a
a- -- - 4 .
N
c\u
M
MICRO -LAM 1
10 F
I I
�
1
tj
1 1
1
N
1 1
E3
J
n
t
c
I
VALK-IN
1 CLOSET .
BEDROOM Z
.o O
D
6' 4'-6' 4 1/2' 11'-0' 4 1/2'
10'-8 1/2,
V-0' ALUM. SLIDER
DINING
'0
1 � -
la
1 N
1 u
I 14
a
2'-0' 4 1/2' 10'-0' 4 1/2' 3'-0' [14 1/2'
Ii
q P 0
DOORISCHEDULE
TAG
WIDTH
x
HEIGHT
REMARKS
1
3'-0'
x
6'-8'
ST
.INSUL.
2
2'-8'
x
6'-8'
STE
INSUL.
3
'-8'
x
ST
.INSUL. 3/4 HR. FIRE RATED
4
3'-0'
x
6'-8'
ST
INSUL. W/1 14' SIDELIGHT
5
3'- 0'
x
6'-8'
ST
. INSUL. W/2 14SIDELIGHTS
6
5'-4'
x
6'-$'
ST
.INSUL. DOUBLE 2'-8'
7
5'-0'
x
6'-8'
SLI
ING GLASS -DOOR
8
6'-0'
x
6'-8'
SLI
ING GLASS DOOR
9
8'-0'
x
6'-8'
SLI
ING GLASS DOOR
10
2'-6'
x
6'-8'
H❑L
OW CORE
11
4'-0'
x
6'-8'
W❑
D BI-FOLD D❑ 1111
12
2'-0'
x
6'-8'
WOE
D BI-FOLD
13
5'-0'
x
6'-8'
WOE
D BI-FOLD DOUBLE 2'-6'
14
2'-6'
x
6'-$'
W❑
D BI-FOLD
15
2'-0'
x
6'-8'
HOLLOW
CORF
V\JMAL DOUBLE HUNG OWINDOWS
ANDERSEN DOU LE HUNG WINDOWS
x K.S.I. BOW WINDOW IS USED FOR BOW WINDOW
OPTION REGARDLESS OF WINDOW PACKAGE USED UNLESS
OTHERWISE SPECIFIED.
11'-6 1121,
V243bcW121 V
8
oo �3a
�x
�ft
t
BDI4 DV BS36 B24
KB
13'
z
I
d
1
�
3
KITCHEN w 13
14 B24 B24
PANTRY REF"
AREA
W33I5 s W2430 [-wP43[
LIVING ROOM
K.S.I. VOOD POV
16'-7 1/2'
f"
r
M
k
cul
y0t DRA'VVING N'' ST BE ING b
BUILDING
IOGRESS OF THIS WORK.
BUILDIxG, DEPRBTI"IENT
Town of Dartmouth
X ARTIFICIAL LIGHT SUPPLIED
LEGEND
DENOTES LOCATION FOR INSIGNIA OF APPROVAL
U.L. APPROVED CAC -DC) SMOKE DETECTOR
WHERE APPLICABLE U.L. APPROVED
(AC -DC) SMOKE DETECTOR LOCATED ON
CEILING AT BASE OF STAIRS (ON SITE
BY OTHERS)
22 1/2' x 30' ATTIC ACCESS
SEE SHEET NO. GN FOR ALL NOTES
PERTAINING TO THIS DRAWING
T. R ARNOLD & ASSOCIATES, INC.
P. O. BOX 1081
ELKHART, IN 46515
States)__
Accredited Evaluation and
Inspection Agency
This document is certified ta%n, in cojmance
with %Cex�
Approved By
Date ` UK a
Approval of this document does not authorize or approve
any omissions or deviation from the requirements of
applicable state flaws,
CONTEMPRf HOMES CERTIFIES BY USE OF THIS
VALIDATION STAMP THAT THIS DOCUMENT
CONFORMS WITH "THE SYSTEMS APPROVAL &
SPECIFICATIONS APPROVED Y A AND STAT )
NJ,,PA, CT, VA, WV, E, V , 1
D7 9 SIGN
1
C'ONTEMPRI HOMES INC.
STAUFFER INDUSTRIAL PARK
TAYLOR, PENNSYLVANIA 18504
CONTENTS:
.FLOOR PT„ d N
- , SCALE 1/4 "=1 =0"
UL# SV,Q1rE11,
C
:-� MODEL: CA-3
DETECTORS - CE[Lli�� � T DEALER: CUSTOM MODULAR HOMES
1OWITE 0i!w1U"q CUSTOMER: GAUTHIER
�s Bunt StliVey must i:; SIGNATURE,
subnn,, l I-o I,,, 0;:ildiagrR
Doit• I5 nor to C- ''nor for UNIT NO. DRN. KDR It 20559 SHEET N0.
a f0*21datiCn in * Ction o, L DATE 6-16-92 2
_3-1175-2B -"-
my b *'"� leer ccnstrurtion 4 REV. # 0
h DATE
FRONT ELEVATION
DWV ST
Li
z
w
r
0
z
TL_
414 HORIZONTAL VINYL SIDING
(FIELD INSTALLED EACH LNJJ)
cr
CJ
0
z
LEFT ELEVATION
liammm-1.
=11ME
I
4/4 HORIZONTAL VINYL SIDING
(FIELD INSTALLED EACH END)
REAR ELEVATION
RIGHT ELEVATION
0
SEE SHEET NO, GN FOR ALL NOTES
'PERTAINING TO THIS DRAWING
NOTE I SHEET GN
YOUR DRAWING MUST BE f :E
AT THE BUILDING DURING 'T
E)ROGRESS OF THIS 'WORK. CONTEMPRI HOMES -INC.
D ZPARTM r 1EITT STAUFFER INDUSTRIAL PARK U111IN ITIft
Tivjn of Dartmouth
TAYLOR PENNSYLVANIA 18504
CONTENTS:
ELE VA TIONS
,ftrt As Built Su,-vey must
SCALE. 114op-1!-Om
to t?,12 Building UNIT N0- DRN KDR # 20559 SHEET NO.
,
to for
-o DATE 6-16-9
-
a f13-1175-213 3
o-:-neiaticon inap--ction or REV.
of
any f V-* rt !"Aar constr,41ction. DATE
1. DETERMINE THE THERMAL
TRANSMITTANCE OF THE CEILING ASSEMBLY.
S. (CONTINUED)
AREA U-VALUE
MATERIAL
U-VAL.�
CAVITY-------
695.589 0,046 '
INSIDE AIR FILM
0.610
-
RIM----------
116.424 0.040
GYPSUM
0.450
WINDOWS-----
124.646 0.330
INSULATION
30.000
SLIDERS------
40.696 0.490
OUTSIDE AIR FILM
0,610
DOORS-------
41Z69 0.071
TOTAL R-VALUE=
31.670
FIXED GLASS--
0A00 0591
TOTAL U-VALUE=
0.032
Uo=
0.090
2. DETERMINE THE TRANSMITTANCE OF. THE FLOOR ASSEMBLY.
9. DETERMINE THE
TOTAL ENVELOPE
PERFORMANCE, (3109.3)
MATERIAL
1!-VALUE
(WINDOWS AND DOORS OVER 15%)
AREA Uo
ACT UoAo ACT Uo CODE
UoAo CODE
INSIDE AIR FILM
0.920
PLYWOOD DECK
0.930
WALL---------
1218.924
0.090 109.797 0.105
127.987
INSULATION
19,000
CEILING-------
1175.000
0.032 37.101 0.033
38.775
BASEMENT AIR FILM
0.920
FLOOR--------
1175.00D
0.046 53.973 0.050
58.750
TOTAL R-VALUE=
21.770
200.871 TOTAL
225,512
TOTAL U-VALUE=
0.046
200.871 LESS THAN
225,512
3. DETERMINE THE THERMAL
TRANSMITTANCE OF THE WALL ASSEMBLY.
xMEETS CODE REQUIREMENTSm
MATERIAL
U-VALUE
10. DETERMINE THE
TOTAL ENVELOPE
PERFORMANCE. (3109.3)
INSIDE AIR FILM
0.680
(WINDOWS AND
DOORS UNDER 15%)
GYPSUM
0.450
AREA U
ACT UAo ACT U CODE
UAo CODE
INSULATION
19400
WALL---------
NA NA NA NA
NA
EXTERIOR SHEATHING
0.620
DOOR ----------
RIGID INSULATION
0.000
WINDOW-------
EXTERIORSIDING
0.870
SLIDERS------
OUTSIDEAIR FILM -
0.170
FIXED GLASS --
TOTAL R-VALUE=
21.790
CEILING------
TOTALU-VALUE-
0.046
FLOOR--------
4. DETERMINE THE SQ.FT. OF
WINDOWS AND DOORS
wMEETS CODE REQUIREMENTS0
TOTAL
WINDOWS
DOORS SLIDING GLASS, FIXED GLASS
MOORS
LESS THAN
(3)2414-23.378 (1)3-0=21.924 (1)6-0=40b96
NA
ELEMENT
DESCRIPTION
VALU
TOTAL
R
VALUE
NOTE
WALLS
ALL WALL CONSTRUCTION CONTAINING
0.08
12.5
1
HEATED OR MECHANICALLY COOLED
SPACE
ELECTRIC RESISTANCE HEAT
0.05
20.0
1
FOUNDATION
CONTAINING HEATED OR MECHANICALLY
0.08
12.5
WALLS INCLUD-
COOLED SPACE
ING BAND
CONTAINING UNHEATED SPACE
0.08
125
4
JOIST
ROOr/CEILING
ALL ROOF CONSTRUCTION CONTAINING
01033
1 30.0
ASSEMBLY
HEATED OR MECHANICALLY COOLED SPACE
WINDOWS
ALL CONSTRUCTION ENCLOSING HEATED
0.65
1.54
2
OR MECHANICALLY COOLED SPACE
ELECTRIC RESISTANCE HEATING
0.40
2S0
6,7
DOORS
ALL CONSTRUCTION ENCLOSING HEATED
0.14
.74
OR MECHANICALLY COOLED SPACE
FLOORS
FLOOR SECTIONS OVER AREAS EXPOSED
0.05
20.D
3
TO OUTSIDE AIR OR UNHEATED SPACE
SLAB ON GRADE BENEATH CONDITIONED
-
-10.0
5
SPACE
U-VALUES FOR ROOM BY
ROOM
CALCULATIONS
U-CEILING
0,032
U-WALL
0.046
U-FLOOR
0.046
U-OVERHANG
NA
U-DOOR
0.071
U-WINDOW
0.320
U-SLIDING GLASS DOOR
NA
U-SKYLIGHT
NA
NOTE: INFILTRATION RATE VARIES
TABLE 3109.1
MAXIMUM U VALUES A)ND MINIMUM R VALUES OF WALLS,
ROOF/C:EILING, AND FLOORS
FOR RESIDENTIAL BUILDINGS OF SECTION 3109.1
NOTE 11 THESE VALUES MAY BIC USED WHEN THE DOORS AND WINDOWS DO NOT
EXCEED FIFTEEN (15> PERCENT OF THE GROSS EXTERIOR WALL AREA.
WHEN DOORS AND WIN.'DOWS EXCEED FIFTEEN (15) PERCENT OF THE GROSS
WALL AREA, SEE SEC ION 3109.1-2 CALCULATION 08.
NOTE 21 DOUBLE GLAZED PRIMMRY WINDOWS OR SINGLE GLAZED PRIMARY WINDOWS
WITH STORM WINDOWS WILL SATISFY THE REQUIRED U VALUE OF ZERO
POINT SIXTY-FIVE (0,.55).
NOTE 31INSULATION MAY BE OMITTED FROM FLOORS OVER UNHEATED AREAS WHEN
FOUNDATION WALLS A)PE PROVIDED WITH A U VALUE OF ZERO POINT ZERO
EIGHT (0.08).
NOTE 41 THE U VALUE REQUIR!-MENT OF ZERO POINT ZERO EIGHT (0.08) FOR
FOUNDATION MAY BE CIMITTED WHEN FLOORS OVER UNHEATED SPACES
ARE PROVIDED WITH X U 'VALUE OF ZERO POINT ZERO FIVE (0.05).
NOTE 51 R VALUE FOR PERMIT? R INSULATION (SEE SECTION 3106.4.6).
NOTE 61 WHEN DOORS AND WINODOWS DD NOT EXCEED FIFTEEN (15) PERCENT OF THE
GROSS EXTERIOR WAL!:. AREA, THIS VALUE MAY BE USED. WHEN DOORS AND
WINDOWS DO NOT EXCZED TEN (10) PERCENT OF THE GROSS EXTERIOR WALL
AREA, WINDOWS HAVI!Y1G A U VALUE OF 0.65 (R VALUE 1.54) MAY BE USED.
WHEN WINDOWS EXCEr D FIFTEEN (15) PERCENT OF THE GROSS EXTERIOR
WALL, SEE SECTION 'Z 109.1-2 CALCULATION #8.
NOTE 71 DOUBLE GLAZED PRIME MY WINDOWS WITH STORM WINDOWS OR MOST
TRIPLE GLAZED PRIMAiRY WINDOWS OR DOUBLE GLAZED LOW EMISSIVITY (E)
PRIMARY WINDOWS WI!-L SATISFY THE REQUIRED U VALUE OF ZERO POINT
FORTY (0.40.
ENE
GY COMPLIANCE CHART
ELECTRIC HEAT
NON -ELECTRIC HEAT
CEILING INSULATION
NA
30
FLOOR INSULATION
NA
19
WALL INSULATION
NA
19
U-GLAZING
NA
DASD .
U-FLOOR
NA
0.046
U-WALL
NA
0.046
U-CEILING
NA
0.032
% OF GLAZING
NA
16.975
(2)3224=30.315 cl)2-8=19.646
ROOM BY ROOM
HEAT LOSS CALCULATION
v..
(2)3624=33.495
(1)BfKSI=37.458
4'•3
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R? )
Pam^ �3
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7.63
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---
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FIXED ePIY?
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WINDOWS AND DOORS UNDER 15% FOSSIL FUEL HEAT Ucode = 0,65
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®WINDOWS AND DOORS OVER 15% FOSSIL FUEL HEAT = SEE CALCULATION #8
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TYPE OF WINDOW, MALTA U-VALUE, 0.330
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S. CALCULATE THE COMBINED TRANSMITTANCE OF THE GROSS T R R A
OSS EX E ID WALL
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FOR ELECTRIC AND FOSSIL FUEL WHEN GLAZING IS 15% OR MORE. (3109.2)
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3109.1-2 AN OVERALL Uo VALUE OF 7 FORSTRUCTURESHAT
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GAS OR HEAT PUMPS, OR AN OVERALL Uo OF 0105 FOR STRUCTURES HEATED
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BY ELECTRIC RESISTANCE MAY .BE USED FOR THE COMBINATION OF WALLS,
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DOORS AND WINDOWS CONTAINING HEATED SPACE IN LIEU OF THE SEPERATE
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U VALUES LISTED FOR WALLS, ODORS AND WINDOWS. THE OVERALL Uo OF 0.167
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OR 0.105 SHALL BE USED WHEN THE WINDOWS EXCEED 15% OF THE GROSS
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Uo = (Aw x Uw) + (Ag x Ug) + (Ad x Ucn + (eet.)
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NOTE,
CALCUI; ATIONS (1-10) SHOWN FOR ELECTRIC HEAT.
INSULATION VALUES SHOWN ON ENERGY COMPLIANCE
CHART SHALL REPLACE INSULATION VALUES SHOWN ON
CROSS SECTION TO COMPLY WITH STATE ENERGY CODES,
WHEN 'R-19 WALL INSULATION IS NEEDED, EXTERIOR
WALLfi GO TO 2x6 CONSTRUCTION. WHEN U-GLAZING 0.31
IS NE17:DED, WINDOWS ARE UPGRADED TO ANDERSEN HIGH
PERFORMANCE,
YOUR DRAINING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
BUILD111C DEPARTNIEMT
Town of Dartmouth
s
An A, Built Survey must be
�;». to th- Building
i 3
Dept. p- nor to caLi_ng for
a found11
ation in:;p--ction or
my f urthcr construction
CONTEMPRI HOMES INC.
ST AUFFER INDUSTRIAL PARK
TA YLOR, PENNSYLVANIA 18504
CE11I7ENTSI
MASS ENERGY COMPLIANCE
MUDEL NAME CA-3
UNU NO, DRN. KDR # 20559 SHEET NO.
DATE 6-17-92 5
13-�:175-2B REV. # of
DATE 1 7