BP-128 BUILDING PERMIT
Dartmouth Building Department Plat : 76
400 Slocum Road-P. O. Box 9399 Lot (s) : 24-2
North Dartmouth, MA 02747 Lot Size: 40, 097
Telephone 508-999-0720 Zoning Dist. : SRA
August 5, 1992 (typed) Permit No. : 128
Issued Date: 8 /31 /1992 Clerk : 11s
Project Location: Shingle Island Lane
Nue-or
Subdivision Name: Shingle Island Estates - Lot 16
Nearest Cross Street : off Collins Corner Road
Applicant/Agent : Athanasios Pitlianaas
Address: 167 Beeden Road. Westport, MA 02790
Contact Person Phone #: ( ) 508-636-6114
Type of License: Owner: ( ) Const. Superv. License #: (049641 )
Architect : ( ) Engineer: ( ) Other: (
Proposed Use: Residential
N..id.ntl.1, Ceoereiat. , etc.
Permit Issued To: New Construction
Typo of lope.v...nt. Add, Alter. Now Cenot., Due, Land/Novo, eta.
New One-Family dwelling/3 bedrooms/2 baths/oil heat
Indicate no and bathroom, and other raeu
Gross Area of Const. : 2880 so. ft. Cost of Const. $87, 000. 00
Cost-Other Const. : TOTAL FEE: $ 288. 00
Owner(s) of Record: Patricia Tavares & Hebert S. Wilkinson III
Address: 52 Vermont Avenue. Somerset. MA 02726
All work shall comply with 780 CMR 5th Ed. (MGL Chap. 142) and any
other applicable Mass. Laws or codes and plans on file.
I hereby certify that the proposed work is authorized by the owner
of record and I have been authorized by the owner to make this
application as his authorized #,g .
Signature of Owner/Agent : �(/
Address :
****a********************************* ****************************
Signature:
Approved/Issued By: William A. Braga, L al Building Inspector
COMMENTS:j � MODULAR DWELLING
W ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY
i
OCCUPANCY PERM I T
PATRICIA TAVARES &
HEBERT S . WILKINSON , I I I
NEW DWELLING
Occupancy is hereby granted for the premises
located at 2 Shingle Island Lane,
Assessors Plat 076 Lot 24-2.
The premise has been found to meet the
requirements of the Massachusetts State Building
Code in effect as of the date of issue and other
applicable Massachusetts Codes as evidenced by
approvals affixed to the reverse of this permit.
The--use is further found to be in compliance with
- the Local Zoning By—laws- -for use as indicated, as
of this .date .of,_ i.ssue.
This permit is further conditioned on the
continued maintenance :ac. permed conditions as
provided'T by law:a+ -
ZONING DISTRICT—Single Residence District A
APPROVED USE - =-Residential
OCCUPANCY LOAD
VARIANCE/SPECIAL PERMIT (case #) N/A
Approved by Date of issue :
David J. Silveira 7.1— ^ 2-
Building Commissioner &
Zoning Enforcement Officer ll24aw' ¢-f`'-
. ,
. . . .. . . . . �. .�@ $1.1,�hki� (7� �:?!.4`#? ..:��v}4F�OtF �r1t1.;.h¢{k,itl�. .. . ...•:•:•:
BUILDING SPECIFICATIONS PER 780 CMR 119. 5:
USE GROUP CLASSIFICATION
TYPE OF CONSTRUCTION
MAXIMUM LIVE LOAD FLOORS •
SPECIAL CONDITIONS
BUILDING Per t No. 128
Approved LA4cLS ; Q Date /02-J- 9Z
Comment
PLUMBING P(� /� resi ! c
Approved by \11,, /� Ili P��-.t No. 1 Date / . -,;-$ A-
Comment f,J l/
GAS Permit No.
Approved by Date
Comment p c�
ELECTRICAL rmit No./�d ,�C`T
Approved by ,C _ � t - 6 Date
Comment �/�
FIRED/7: Permi No.
Approved by colic- cy: //pc,r os,Al Date /a-
Comment
BOARD OF HEALT . mit No.
Approved by Date 41 --a-9am
Comment
DPW-WATER Permit No.
Approved by Date
Comment
DPW-SEWER Permit No.
Approved by Date
Comments
WATER DIVISION-CROSS CONNECTION - JOB #
Approved by Date
Comments
•
a
BUILDINi PERMIT
FIELD INSPECTION
Dartmouth Building Department Plat : 76
400 Slocum Road-P. O. Box 9399 Lot (s) : 24-2
North Dartmouth, MA 02747 Lot Size: 40, 097
Telephone 508-999-0720 Zone Dist. : SRA
Issued Date : 08/31/92 Permit No. : 128
Project Location: 2 Shingle Island Lane
Nabsr Street
Subdivision Name: Shingle Island Estates Lot 16
Nearest Cross Street : off Collins Corner Road
Applicant/Agent : Athanasios Pitliangas
Contact Person Phone #: ( ) 508-636-6114
Proposed Use: residential
eetidtntlal• CoettrakQ• industrial, etc.
Permit Issued To: New Construction
Typo • Add, Alter• New Cense.• Deno, land/Neve, eta.
New One-Family Dwellin4/3 bedrooms/2 baths/oil heat/2880 sq. ft.
MODULAR DWELLING
indicate no. of bedrooms and bathraaea end other roots
Owner(s-) of Record: Patricia Tavares & Hebert S. Wilkinson, III
Address: 52 Vermont Avenue, Somerset. MA 02726
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i
ragairea approve Approvals reomed
please OD approvals Please al approvals sod
required for this project Initial as received
DATE INITIALS
Board of Appeals
Water Card
Sever Card
� /� if Board of Health . "'3/-9 01- .a--.
Bond
V
Selectmen
Conservation �/
/6= rm- ttdire Chief Cdk /5/ 7) 46 c.
Cross Connections
Licensed Contractor
Controlled Coast. Affid.
Other information required _
7,7
o/C
/ ryry
.�<iit Tif. a �'� PERMIT NO. / rJ 'Y
'`'1 TOWN OF DARTMO H
>t : y, DATE ISSUED �r �3
t• , .ti �A.' .,
r:.
,to • ,it ci TOTAL COST �8�
t.i• I`- . T PPLICATION FOR
!` y BUILDING PERMIT LESS APPLICATIONFEE-
FINAL PERMIT FEE Z . 5.
4�j
•
LO ATION OF BUILDING
01 Number & Street ® T /COCj h C-L/z /S O L/ 01.1 Zoning District , S!C /?
2/Cross Streets(b tween) OLD FALL RUt/t' RD and 364�r (3 MP �1)
03 Lot. � C)Plat_:___ _ " 4 Subdivision Sift A/`L6 i SLAA/D F.47,47F S' Lot /6
WNERSHIP COST
05 aPrivate (individual, corporation, 36 Cost of Improvement
non-profit institution, etc.) 36.1 To be installed but not
06 ❑ Public (Federal, State, or local government) included in the above cost
TYPE OF CONSTRUCTION 36.2 Electrical
07 6 'New Construction 36.3 Plumbing
4 08 0 Addition -Type of Rooms) - 36.4 HVAC `
09 ❑ Alteration 36.5 Other - Specify
10 ❑ Foundation Only example: elevator 11 DI Demolition (# of units if residential) 37 TOTAL 8 ,
12 ❑ Moving (relocation) STRUCTURE
STATISTICS 38 14 Wood Frame
13 Number of Bedrooms 39 El Masonry (wall bearing)
14 Number of Bathrooms (Total) 2 40 ❑ Structural Steel
Full-Tub g 41 ❑ Reinforced concrete
3/4 - Shower 42 ❑ Other - Specify .
1/2 - Toilet Only
RESIDENTIAL-PROPOSED USE DIMENSIONS
15 $4One-Family 43 Number of stories
16 ❑ Two or more families 44 Total square feet of floor area, all floors, p�
Number of units based on exterior dimensions
17 ❑ Garage /L
18 0Shed • 45 Total land area, square feet 7 n Q J7
19 ❑ Carport
20 ❑ Swimming Pcol SEWAGE DISPOSAL
In-Ground Above-Ground_
21 ❑ Woodstove 46 ❑ Public or private company
22 ❑ Fireplace 47 M Private (septic tank, etc.)
' 23 El Other - Specify
Y WATER SUPPLY
48 El Public or private company
NON-RESIDENTIAL - PROPOSED USE 49 , Private, (well, cistern)
24 ❑ Amusement, recreational 25 CI Church, other religious PRINCIPAL TYPE OF HEATING FUEL
26 El Industrial 50 ❑ Gas
27 ❑ Parking Garage 1 ' 51 X Oil
28 ❑ Service station, Repair garage 52 ❑ Electricity
29 ❑ Hospital, institutional 53 ❑ Coal ,
30 ❑ Office, bank, professional 54 El Other - Specify
31 ❑ Public utility
32 ❑ School, library, other educational TYPE OF MECHANICAL
33 ❑ Stores; mercantile • 55 Will there be central air conditioning? El Yes ANo
34 ❑ Tanks, towers 56 Will there be an elevator? ❑Yes No
35 ❑ Other- Specify
PARKING PER ZONING BY-LAWS
57 El Enclosed 58 X Outside .,,
59 Does this building contain asbestos? OYES NO If yesscpmplete the following:
Name & Address of Asbestos Removal firm:' ,, '
IDENTIFICATION:-To be completed by'aIRa plkgnt nLEASCEPRI 0 zi t&
60 Owner (print) !f! rm'i EI (/ (7(-72(3
NAME JMA to 4DDR7o ` I �. r TELEPHONE NO.
ewt✓KiL 61 Signature R.u4,�,t.tE:�mat/
� yrV-, +'CJY it") ,v„^,'..""-{"7!7_a DATE
ir.;43 `Lt t j ;/ki))joh
Builder's
62 Contractor (print) ,17fi*MF11OXf'f/TLVAn/ J /67 M54FA/tO (36 i h/1 tf License No. oy7 Ey/
E - ROG ADDRESS wet-rpoe7.Myq TELEPHONE NO.
63 Signature Jf790 DATE Z z
-64 Architect or Engineer (print) NAME MAILING ADDRESS TELEPHONE NO.
65 Signature v:<,- DATE
CERTIFICATION TO PERFORM WORK
66 I/We hereby appoint ,4iZ i is l of "P// ,Ant/(-4-t /47 gat 1 A a/.cd%poe-7 /'f/{
NAME'.- ADDRESS
as my/our agent for the purpose of applying for and obtaining a building permit for the work to be done described in this
application.
oWW .' Signature DATE
ADDITIONAL INFORMATION
67. Has A-1 or Determination been issued by Conservation Commission? 0 YES ❑ NO
Submit copy of notification sent to DEQE and the State Dept. of Labor Industries and result of air sample analysis after
asbestos removal is complete.
68 Owner or Agent - I certify under peril of the penalties of perjury that the information herein is.accurate to the best of
my knowledge.
Signature CJ� W7 % DATE
i net or gml _ s / . .
69 BOARD OFHEALTH REVIEW DATE
-. . _._ ... . Inspector or Authorized Person
COMMENTS:
70 DPW- WATER Service No. SEWER Service No.
To be completed upon issuance of permit- (if applicable)
71 I will post permit a d address so as to be visible from street.
Signature • s .9 1 ;/ 1�imr`or DATE_ 7/ /9 2 ..
z/s�� � _
72 I have received list f required inspectio
Signature 3 l� DATE
t5 �rJ Ly/7 7/
rd enl�
RECEIPT FOR PERMIT C�
o TH\ TOWN OF DARTMOUTH //i) f
PERMIT NO
Date (- lAs_ a O ///99
Received From /\ ,%�� ' (ph f�ai-r c S/, , __�
Owner )"mil 74:1-7-4,4,t L,.-•..r--
Location LLu�.� �_. � .9 •A.---ram 1—
/ i
Type I A r— -- c"i -2_''_- --
Lf
Amount Paid c-—f- <-
Received By �_, ' ,:<_ t ! f-� c ,_. ( ,i-..,
RECEIPT FOR PERMIT /
TOWN OF DARTMOUTH f
PERMIT NO.
� x No /7.147 ✓ A../
Date (//t-�-� . 'L.-7/ /J
Received From ' J- — -c_- Y-
S
Owner
t �'
Location ,Q f_-4.-1 z,J .-- -- t12,_.(4_-:- e 2RstiC
Type 1"I.E'.,uP--- C r c-' _ t.e .,.aJ-e e Z
., , r--r
Amount Paid - -- Q._L —' ( <7) i G
Received By
REQUEST FOR ASSIGNMENT OF HOUSE NUMBER
Owners) of Property
Present Address J 1),..2 re)
Telephone Number 7 C — 7n!G 7
House Location: Plat 'r Lot cA V(3
Subdivision Lot
Corner Lot ?D Yes L No
Street "A, ,a ✓ �3� i�r�C �_f
Sinsle Family 1/ Multi Family Condominium # of Units
Site Plan Submitted ? Yes No Date Submitted 7��00,
9 n—
Signature of r
House Number Assigned aiLira a LANvL 4 Date Assigned B_ iD _ 92
Date Assessors Notified g _/4) Date Building Dept. Notified
Date Owner Notified
Superinte , Departme� Public Works
RECEIVED
`92 AUG 19 AM 8 11
DARTMOUTH bJiLDIN6 DEPT.
MEMORANDUM
TO; Board of Health, Conservation Commission, Planning Board
• FROM: Dartmouth Building Department
SUBJECT: Application review
DATE : (7////� / — - -
Please be advised that the Building Department is in receipt
of an application for Building Permit to
.A t Plat /r Lot cs97 —s _ —, -e t Address --- -_
. The plans are located in the
Building Department Office should you wish to review them.
The Building Department has 30 days to approve or deny these
plans, your response relative to your concern, on this particular
application should, because of the scope of the work, be within
days. Your lack of response on this application or
comment in the above-mentioned time period will be construed as
•
acceptance by your office of the proposed project.
Thank you for your�l cooperation in this matter.
Sincerely, ^/i\, J I/An A-1 Site Inspection must be completed prior to any construction.
YY�.�' El A Notice of Intent has been filed and is currently under review.
David J. S i l v e i r a El A Request for Determination has been filed and is currently under review.
Building Commissioner 8� An A-1 Site Insepction was filed on •
Zoning Enforcement Off'r-er
_
n An Order of Conditions, File 15- was issued on •
DJS: lls
II No Conservation Caron scion action is required.
DARTMOUTH BOARD OF HEALTH
.400 S LOC U M ROAD
P. BOX 9399
NORTH DARTMOUTH, MA 02747
MEMORANDUM
DATE: (u-<ty Q /99 ),
9
TO: Building Department
RE: Memorandum dated:
Hame: (L✓,✓ztcc nc?iu ti ,. fi=fn ss r idJI �MY 4,e A
Plat: No Lot 9y Strut: -Nis
In conformance with 105 CMR 15.00 Title V, 15:02t7) Building or
Plumbing Permits/Subdivision Plans. No building permit, foundation
permit, special building permit, or plumbing permit shall be issued
until a Sever Entrance Permit or Disposal Works Construction Permit
has first been obtained, unless the Board of Health determines that
the existing sewage disposal system is adequate for a proposed alter-
ation or addition to an existing dwelling.
The applicant must apply to the Board of Health.
I-.
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PUG \99 .
OF
MEMORANDUM
TO : Board 'of Health, Conservation Commission, Planning Board
FROM: Dartmouth Building Department
•
SUBJECT : Application review _
S/
DATE : i dl/I�(iCLi1.-
Please be advised that the Building Department is in receipt
of an application for Building Permit to .
zt Plat � — Lot c:9 7 - a e_t Address -
The plans are located in the
Building Department Office should you wish to review them.
The Building Department has 30 days to approve .or deny these
plans, your response relative to your concern, on this particular
application should, because of the scope of the work, be within
7/49 days. Your lack of response on this application or
comment in the above-mentioned time period will be construed as
•
acceptance by your office of the proposed project.
Thank you for your cooperation in this matter.
Sincerely,
David J. Silveira
Building Commissioner &
Zoning Enforcement Officer
DJS : lls
MEMORANDUM
TO : Board of Health, Conservation Commission, Planning Board
FROM : Dartmouth Building Department
SUBJECT : Application review _
Ci
DATE:
CJ
Please be advised that the Building Department is in receipt
of an application for Building Permit. to
Plat Lot cPy_..c.__. `, -e t Address — ----- - - -c
/
. The mans are located in the
Building Department Office should you wish to review them.
The Building Department has 30 days to approve or deny these
plans, your response relative to your concern, on this particular
application should, because of the scope of the work, be within
days. Your lack of response on this application or
comment in the above-mentioned time period will be construed as
acceptance by your office of the proposed project.
Thank you for your cooperation in this matter.
'sincerely,
David J. Silveira
Building Commissioner &
Zoning Enforcement Officer
DJS : ll
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This plan, as proposed, has been reviewed for zoniq coEPli nCe and
found to indicate the intent for sad COPlianne. The applicantloTLmsr
rest submit a certified 'as built' plan to detersive corpliance of the
structure with zoning placement regviremts prior to any fmdation
inspection or any fart1m constnuctirm
U L 011 9 1992
� s
t
SIT DATE
DDIMCT: A
four DH)VIl'Ing, kriuslt'- Be [`Wpt
-A Tile a;During The
roc ;�s 04 This VAkva*
L Di rj D E P [A. RTS,ERT
Towrn of Dar-Zmouth
lk>
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L- C) T 15
:e
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Vol
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LEGEND
0 o SEPTIC TANK
o DISTRIBUTION BOX
------- 100 ----- EXISTING CONTOUR
100 PROPOSED CONTOUR
TEST PIT
RESERVE AREA
—W — WATER LINE
----------- LIMIT OF EXCAVATION
` '41
1 4 �. 1
Ilth�llt/t�llth�llt/tiIli
i 1ih�llt/t 11iAMi/AllthlllthAllt/t
CROSS SE-GTION VIEW
DISTRIBUTION BOX
"This systern s i a
is Not D,, ,ne
for Garbaoe GrinderWh,iriPool
Other High Water Use Devicese
ONO
w
V I 0 �
I N --
F '
CHANGED � $ =i a
0 F
]�+t._Y. �S T 1-1
ti..
�+. �� [ �• � a(
ENGINEERS AS -BUILT
PLAN & CERTIFICATION
STATEMENT REQUIRED
-.
N 0-r 70 SCALE
DWELLING
TOP OF FOUNDATION
ELEVATION = 11110
FINISH GRADE OVER
TANK
FINISH GRADE AT �� CAST IRON OR CONCRETE COVERS
I- HOUSE BUILT UP WITH BRICK AND MORTAR
TO FINISH GRADE OUTLET PIPES SHALL BE
LEVEL FOR MINIMUM OF
FIRST 2'
IL41Itht 1IiA► IIthIIbh
SLOPE = 1%
SLOPE = 2� MIN, (MIN.)
0 00
I D51 <b 1000 GAL`.
REINFORCED ��'
10" MIN. DIST SEPTIC TA;fJK e , , D ,
oef:— > i e e
LEVEL STABLE
%.., fl _ _ e BASE
_ 4" SOLID WALL
PVC PIPE FINISH GRADE ELEVA, ION INVERT END OF
BEGINNING OF = VARIES PIPE ELEVATION
PERFORATED 411 (MIN. SLOPE 2%) _ 104, oo
PVC PIPE
TOPSOIL
BACKFILL
2" OF 1/8"- 1/2
WASHED STONE
CLEAN
COARSE BL�)06)00
-�
SAND TRENCH = 32 FT 10
i
3/4"-1 1/2" WASHED STONE �
BOTTOM OF TRENCH = 103.0p CLEAN
COARSE
LIMIT OF EXCAVATION SAND
I itll
PH
BOTTOM OF EXCAVATION ELEVATION = Cj7, p �ou�� H tl..L>
(T;ti7vh 1:: vcA\IA T'j C) -rb
fvz-
SEPTIC SYSTEM PROFILE WATER TABLE ELEVATIDN = q t �� C`tL)'
NOT TO SCALE
Ili /Alli /Alli AMi AMi /All, /I Ili A Ili A� Ili A� Ili /Alh A�Ili AMi /Alli A Ili/Alli4lli /Alli A�111'i A� Ili A
�\01-4V
VARIES ///BACKFILL �\//�/ \\\\\�� BACKFILL��\\� VARIES
12" MIN. j%/� ��\\\i\�`\\\� 12" MIN N.
1/8"-1/2" WA HED PEASTONE 1/8"-1/2" WArSHED PEASTONE
�_. .•tom : ti• 3. �... .t .♦��t
1Z WASHED STONE WASHED STONE IZ
3
CROSS SECTION THROUGH LEACHING TRENCHES
LEACHING TRENCHES
NOT TO SCALE
DESIGN DATA
DESIGN �AFACITY: j BEDROOMS X 110
GPD/BDRM =
330 GPD
SYSTEM DESIGN: L� TRENCHES,
32 LONG,
� WIDE,
2.'1 DEEP
SYSTEM C;AF'ACITY: DESIGN PERC
RATE
I� MIN. PER
INCH
SIDE`%TALL: 4 TRENCHES X
a SIDES
X I, p DEEP X Z1 LONG X OekGPSF
=1&9 GPD
BOTTOM,: 4- TRENCHES X
3� WIDE
X Z ' LONG
3
X Dt�- GPSF -=
I� GPD
TOTAL AL CAPACITY:
3,34 GPD
L r� C� I' ` Lnl Lg�'4 i ' C� �. ► i� 1
SOIL
DATA
DATE OF TEST: v� r
INSPECTOR:
:
KN F-
,-- ,_,TEST PIT #II--Z ��
TEST
0210
PIT #IA+4- t1
LoA KA
10.7
i f
L. 4
SAC, k`i _~ -
y
�t
r�.+�as Sri 9,I,Wl� s...
`'
lo2�f
I I � 6;Z
I- a a
�Jb 1: Z(CFv SAS.....,
4" DIA.
INLET
24" CAST IRON OR CONCRETE --` FINISH GRADE
COVER BROUGHT TO FINISH
. GRADE
6" MIN. 6 M
FLOW LINE
,� 2" MIN. 1'-2" M1�
0 MIN.
4'-1" MIN.
LIQUID
LEVEL
CROSS SECTION VIEW
PRECAST CONCRETE SEPTIC
NOT 70 SCALE
TANK
_ 4" D l � .
OUTLET
i
Q AL 1\IDTE�
1.)
THIS SYSTEM SHALL BE INSPECTED V�H=EI THE LEACHING AREA IS FULLY EXCAVATED
AND ALL -COMPONETS ARE 1N PLACE_ THE CONTRACTOR SHAI--L NOTIFY THE LOCAL BOARD
OF HEALTH WHEN THE SYSTEM IS READY FOR INSPECTION.
2.)
ALL WASHED STONE MUST HAVE LESS THAN 0.2 PERCENT 1/�-kTERIAL FINER THAN NUMBER
200 SEIVE AS DETERMINED BY THE AASHO TEST' METHOD T. 11 AND T- 27 (LATEST
METHODS).
3.)
ELEVATIONS FOR IME SYSTEM ARE BASED ON AN ASSUMED DATUM.
4.)
THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE OPERATED OVER THE
LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING CONSTRU6'0110N OF THE SYSTEM.
5.)
NO FIELD MODIFICAT]ONS SHALL BE MADE TO THE SYSTEM \kiTHOUT PRIOR WRITTEN
APPROVAL FROM THE ENGINEER AND THE TOWN BOARD OF HEALTH.
6.)
UNLESS OTHERMSE NOTED, ALL SYSTDA COMPONETS SHALL �E INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITION OF TITLE V OF TI.E STATE ENVIRONMENTAL
CODE AND ANY APPLICABLE TOWN REGUALTIONS. T
7.)
AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEW"R LINES, MECHANICAL ,
JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH UNFS FOR 10' ON EITHER
SIDE OF THE INTERSECTION POINT.
8.)
THE PRECAST CONCRETE SEPTIC SYSiDA COMPONETS SHALL BE MANUFACTURED BY
ROTONDO AND SONS. INC. OR APPROVED COMPARABLE SUB,-
9.)
GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR EXIT ALL CONCRETE
STRUCTURES TO PROVIDE .A WATERTIGHT SEAL_
10.)
ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
11.)
ALL PVC PIPE USED SHALL MEET ASTM D 3034-73 SDR 35.
12.)
SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCR=TE STRUCTURES ARE NOT
STANDARD LOCA-n0NS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER.
13.)
THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERI �L IN THE LEACHING AREA
SHOWN ON THE PLAN AND BACKFILL WITH CLEAN GRAVEL Co COARSE SAND (SEE TITLE V,
REGULATION 2.17)_
14.)
A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V, S�C110N 15.02, SUBPARAGRAPH
8 MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. IF AN
"AS -BUILT' PLAN IS REQUIRED DUE TO THE CONTRACTOR D-VIATING FROM THESE PLANS,
THE COST OF SAID "AS -BUILT' PLAN SHAII BE PAID FOR BY THE CONTRACTOR.
15.)
THE CONTRACTOR SHALL BE RESPONSV3LE FOR VERIFYING 11, ACTUAL LOCATION OF
ANY EXISTING UTILITIES SHOWN ON T.-11S PLAN.
16.)
THIS SEPTIC SYS-FDA IS NOT DESIGNED FOR THE USE OF A C=ARBAGE DISPOSAL UNIT.
17.)
IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT LEAST ONCE EVERY YEAR.
1 H L ► CXC.n A< I D
C 1?A—r. L- A ts* t,.l 2�
�`Y- �SeL.%-4
Ck I r-:L.
V-)b 0 L A Cz
Dwx
F n
qlov U
B.O.H. NOTES
IE APPROVAL BY THIS OFFICE
MES NOT GUARANTEE THE
EFFECTIVENESS OF ANY
INSTALLATION
DbiRTMOUTH BOARD OF HEALTH
LrI �, s �-! ► �.! C� Lam: I Sc t'_ L lA _AIN I
1
SUBSURFACE SEWAGE DISPOSAL SYSTEM
CLIENT:
!E T-... U.'f I Lam — 1 ._.. • �.�ir `
MAUK, BOUCHER AN[) HEUREUX, INC.
CIVIL/ENVIRONMENTAL ENGINEERS, LAi\1D SURVEYORS AND PLANNERS
648 AMERICAN LEGION HIGHWAY WESTPORT? MA 02790
TELEPHONE: (508) 636- 5905 FAX: (508) 636- 2477
CONTACT PERSON: APPROVED BY: l�
DATE: c12
DRAWN BY: 11-1
DESIGNED BY: PROJECT NO.: / 4
AYLUK
I.AYI.UHY FA C
Approved By A4—(1
[tf,
2-
F B Q 7 1992
Date I
.
Approval of this document does not au"hor:ze or approve
1. MANUFACTURER
4.. BUILDING INFORMATION
5. HEATING
SYSTEM 1NFCJR�MATION
any omission or deviation from the requirements of
applicable State Laws.
a) CONTEMPRI HOMES INC.
a>
MODEL; _ � '•.�.ftf' _'
a)- I YPE -
OF HEAT:
b) APPROVAL No. — 017 AND 124KXCOVER
SHEET WAS CHANGED TO ACCOMODATE
i C) EXPIRATION DA; E - 05/01/9
LOCATION: COMMONWEALTH OF
I) E l
ELECTRIC HEAT
FOR A MAXIMUM LENGTH OF 66'-0`.
2. THIRD PARTY INSPECTION AGENCY
MASSACHUSETTS
2>
HYDR�NIC HEAT
JULY 18,' -1991 •:
— - _-----_-- -
REVISED. FOR MASSACHUSETTS BUILDING CODE FIFTH'
a) IRA INC.
k,>
USE GuUUP - D �� ❑ k3
(� >U
- 3). C�
OT }-IER
E liI .� IIJN OR TFIE 1990 N�iT IONAL ELEC rRICAL CODE.
-b), AUTHORIZATION
No. 03
- [) EXPIRATION DATE - 04/30/93
<T> C>
.�•
CONSTRUCTION TYPE ❑ 5A 5B
b) TYPE
OF CHIMNEY/VENTING
FOR STATE USE ONLY
3: DRAWING INDEX
6. EXTERIOR
ENVELOPE THERMAL PERFORMANCE
;
d)
FLI]DR SIZE AND AREA
i
.
+
J
PAGE
- I TLE
ORIGINAL
DATE
REVISED
DATE
=
GENERAL NOTE SHEET
8--21-89
ry 3-27-90
07 - I8-91
I
OF
7
FOUNDA T .':3"; PL.-,N
2A
OF
7
FIRST FL-JOR PLAN
8 - 21-- 89
�` 3 "2-790
3A
OF
7
ELEVATIC'J
4A
.OF"
7
CROSS SEC T ION
8-21-89
5
OF
7
ENERGY COMPLIANCE
8-2I-89
''''j07-I8-91
5A
OF
7
ELECTRIC HEAT PLAN
8-+21-89
5B
Of
7
HYRONIC HEAT PLAN
8-21 89
6
OF
7
ELECTRICAL PLAN
8-21-89
7
OF
7
PLUMBING ISOMETRIC
8-21-89
a) ELECTRIC HEAT
FLOOR 9-01i
MIN WIDTI-3 MAX. WIDT�� .
- ELEMENT U CODE U ACTUAL
FLOOR 16/_0,/ MIN LEr�GT�: l,_(�//rif1X• N 1 1 1. •' l ~'`. I a ✓��
U0
{') T f' i . , . •.a
3) R❑Or
e> VOLUME OF ENCLOSED SPACE MIN. CU.F 1. 4>'DOORS 0.140
CU,F- T.- 5) k'INDOWS 0.400 r; t ., 01r
�,i l ,� i I t : 4 . ,.•j _ �~ l 11 � i- ^• _, � . ,� ' , •
I~) HEIGHT ABOVE FOUNDATION: u) LESS THAN _ _ `
�UUJ�
EC T - 0 i'iii i
10Z GLAZING 0.650
1) NUMBER OF STORIES
2) TOTAL BUILDING HEIGHT. T . b) FOSSIL FUEL
F �,t�'LY -
g) OCCUPANT LOAD PER FLOOR.
ELEMENT U CODS U ACTUAL
-- - -- — -- - CONTEMPRI HOMES CERTIFIES BY USE OF THIS
hSPECIAL FALLS 0.0 8 0 VALIDATION STAMP THAT THIS DOCUMENT
>
S ECI L 1>
CONFORMS WITH THE .SYSTEMS APPROVAL &
/R �, SPECIFICATIONS APPROVED BY TRf� AND STATES)
I) FIRE ALARM 2) FLOOR 0.050
- — NJ, PA CT, VA, WV, ' DE, ,.;1 MEN% , RI
. _ � r• r / F? -,
2) FIRE SUPPRESSION SYSTEMI .,) ROOF 0.033
CY-)DAESIG ED-
3) O [HER! TYPE III SYSTEM SME "ECTORS 4) DOORS 0.140 � �
rtV
��
;) DESIGN LIVE LOADS 5)- WINDOWS. 0.650
I> WALL: 25 psF NU I*E: INSULA�I MN BELOW 3/4 DLC,KING IN I -LOUR
IS BUILDERS RESPONSIBILITY.
2) RC1(]F: 40 n�F (MiN.) 60 r�s t• Cf�'��t,.), `-`'`�-f,.�-r::;-.;�'f•�
3
r•
,
GE1�L'R�L I�TOTL'S�
FOIBDATiON, Pi AN <SHr:-ET 1>
s
G
1. THE FOUNDATION SHOWN IS NDT PROVIDED BY
2.
DESIGNED WITH A 40 PSF SNOW LOAD.
CONTE14PRI HOMES AND MUST BE DESIGNED BY
3.
iNSULATION IN FLDQ'? AREA ABOVE BASEr�'ENT
A REGISTERED PROFESSiONAL ENGINEER IN
O; iN BASEr�`NT 1�!ALL AREA SHALL BE ON SITE
ACCORDANCE WITH LOCAL CODE REQUIREMENTS
BY OTHERS AND SHALL COMPLY WITH STATE AND
AND SITE CONDITIONS.
LO�.AL ENERGY CODES-
2. THIS FOUNDATION DRAWING IS NOT A BINDING
4•
STAIRS PROVIDED IN UNITS SHALL COMTPLY TO
DESIGN AND IS PROVIDED ONLY TO SHOW AN
THOSE REQUIREI.ENTS SET FORTH IN THE
ACCEPTABLE '-'FANS OF SUPPORT AND SPACif�G OF
A CCE
APPLICABLE BUILDING CODES
MAIN GIRDER COLUMNS. ANY ALTERNATE FOUNDATION
ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL,
INCLUDING ANY PROVISIONS FOR BULK -HEAD EXITS,
S.
ALL BREADS IN MATING WALL AND OR FLOOR/CEILIP,
IS SATISFACTORY. CONTEMPRI HOMES ASSUMES NO
ASSEMBLY SHALL BE FIRESTOPPED WITH AN APPROVE
RESPONSIBILITY FOR FOUNDATION DESIGN OR
FIRE STOPPING MATERIAL TO COMPLY WITH THE
CONSTRUCTION.
APPLICABLE BUILDING CODES. FIRE STOP PLENUMS
UNDER RATED WALLS.
3 DESIGNED WITH A 40 PSF SNOW LOAD.
4. A 32"x22' ACCESS DOOR AND 16'x12' VENTSCAMDUNT
TO Br' Dr-TMt.MrD IN ACCORDANCE WITH STATE AND
9. ALL ELECTRIC1,L CG`'`i�'-/CTQRS AND EOUIP ENT SHALL 16. WHEN DISHWASNEp IS PROVIDED, DRAIN LINE AND
BE LISTED 07, LA13Et_E1' BY A NATIONALLY RLCOGNIZEII P-TRAP ARE 2' Mlt,-31-,UM AND DISHWASHER SHALL
TEXTING' LAEO?AT07ZY. It' C0116DINATION WITH DISCHARGE THROUGH AN APPROVED AIR GAP,
LISTING AND LAEELI' ' C0`SDU -TORS AND EQUIPMENT
SHALL BE SUITABLE FC? rOTH THE LOCATION AND USE. 17. WATER HEATERS HAVE ADJUSTABLE TEMPERATURE CO TROL
AND MEET 4 WATTS PER SOFT. HAXIMUI STAND BY LOSS.
10. CON"ACTED LOAD 07 I-'-'Y ELECTRIC BASEBOARD
HEATER I?P.AI'CH CIRCUITS SHALL NOT EXCEED 80%.. 18. WATER HAM!IER A! FPESTO' TO BE SUPPLIED AND INSTALLED
OF ITS RATINIG. ON SITE BY OTHERS.
11, THE I AIN SERVICE I 1 ' .I "'.'�'`CT SNALL Bt ,
INSTALLED AT A f?E��D �_1' !'}CCESSIBLE LOCATION 19. SHUTOFFS FOR FIRST FLOOR TUgS/SHDi�lERS AND SECOND
NEAREST TO THE PQII`i 07 ENTRANCE OF THE FLOOR BATH GROU?S TO BE SUPPLIED AND INSTALLED
D SERVICE CONNECTORS /'S PER NEC SECTION 230-70A. 0'4 SITE BY OTHERS.
20, CLEAN'I UTS ARE REQUIRED IN BRANCH PIPING FRO'-1 FIY,TURE TRAPS
12. ALL ELECTRICAL l,r07, SH,'d L BE DONE IN ACCORDANCE WHERE THERE IS MORE THAN ONE 900 BEND IN THE LINE TO BE RII1I)1)ED.
WITH THE NATIO'\'A! ELECTRICAL CODE OR APPLICABLE CLEANOUTS SHAL L BE ACCESSIBLE THROUGH TRAPS AS PER C.A.L.O.
STATE ELECTRICAL CGIDES. P-2206.2.9 AND N.S.P.C. 5.4.13. WHERE NOT APPLICABLE, AN ACCESS
D007 OR COVEPING PLATE SHALL BE PROVIDED AS PER B.O.C.A.
13. ALL NON-t':ETALL IC VIrES TO BE RATED AT HINII�UNA (P-1103.1 AND P-1103.1), C.A,B.O. P-2206.2.4, AND NI.S.P.C. (5.4.4 AND 5.4.12).
i r � ,E 90°C AS PER 19Q0 P!.C.C..
LOCAL COMES) SHALL BE PROVIDED BY OTHERS WHEN 6. ALL HEAT PRDDU�.ItiG EQUIPN►�NT SHALL 8�r
CRAWL SPACE OPTION IS USED. ENCLOSED IN (1) HR. RATED BUILDING CONSTRUCTION
IN CO��t'LIANCE WITH TNL APPLICABLE BLDG. GODES. 21. ALL r�ATERIALS , PLUt'BING FIXTURES AND Ef�'JIPI'ENT SHALL
14. A LIGHTING OUTLET �:I:D RECEPT IN ADDITION TO ANY M p IM �- .
�� ) HALL B� LOCATED AT COMPLY WITH THE APPLICABLE PLU BIN;, ODES
5. SUPPORTS (PIERS OR COLU� ,NS S REQUIRED GrI CI�CUI T S F0? LAUNDRY AREA IN
MARRIAGE WALL OPENINGS ABOVE THAT ARE GREATER 7. ALL INTERIOR FINISH MATERIALS SHALL BE CLASS 'A' gASEL"ENT SHALL E` PROVIDED ON SITE AREA
OTHERS.
THAN 48'. AS REQUIRED PER SECTION THE APPLICABLE BLDG. CODES,
15. IF APPLICABLE A D?DP IS TO BE PROVIDED FRO"" 22. ALL PLUMBING INSTALLED IN PLANT SHALL BE TESTED AS
�QDR PLAN CSHEETS 2, 2a1 k�, AND�� $. APPROVAL O,- PLANS FOR SECOND FLOOR USEABLE SPACE � ,r ,, r �. r- r r
IN THE CAPE COD, FOUNDATIONS, INSULATION INSTALLED A FIRST FLDQR Sr.'�'.�� TO A SI,3`E PER THE APPLICABLE PLU. DING CORES. NO PLUMBI ,!G
ON SITE, EXTERIOR AND BASEN"ENT STAIRS, SITE INSPECTIONS DECTECTOR LOCATED 1'' I'A:SEt'`NlT. SHALL BE COVERED B`FO'E TESTING
l.GLAZING TO INCLUDE C.S.P.C. STANDARD .
.
�IHERE APPLICABLE IN THE APPLICABLE ELDG. CODES OF THEIR CONSTRUCTION AND THE INSTALLATION Off' THE
HOME SHALL BE UNDER THEE JURISDICTION OF THE LOCAL 16. ALL EXTERIOR FIXTU�':_ ARE SUITABLE FOR �!ET
�. ,, H �- �- �- LOCATIONS. 23. IN PLANT FIXTURE DRAINS AND ALL OPEN PIPE SHALL BE
2. SWINGING DOORS MEET 0.5 CFM/SF HAXIN.Jts BUILDING CODE ENFORCEMENT OFFICER. PROTECTED OR CAPt'c.D AND LABELED FOR TRANSPORT.
INFILTRATION P 25 MPH WIND (1,567 PSF).
r. T1
C:3NTEr;P,PRI H3XES CERTIFIES THATt
A) ELECTRICAL CONDUIT, ELECTRICAL WIRE INSULATION,
PIPE, DUCT AND Tm7PHAi INSULATION USED IN U''sITS
17. PULL CHAIN LIG4T L�',t,TED IN ATTIC AREA IS
AND ALL INITERIDR WALL AND FLOOR FINISHES
3. 1�lINDD1�lS N►`ET 0.37
CF14/Lf SASH CRACK
SUPPLIED AND INST� l-1_rD G', SITE BY OTHERS.
24. PLASTIC OR CULTURED I'ARBLE LAYS ARE NOT APPROVED.
HAVE BEEN TESTED IN ACCORDANCE WITH THE TOXICITY
MAXIMUM INFILTRATION P 25 MPH WIND. ACTUAL
ELECTRIC HEAT PLAN CSHEETS 5, 5a. Sb, AND Sc)
TEST METHOD PRESCRIBED IN SECTION 1120.2
INFILTRATION TEST
BY PTL = 0.04.
18. MANUAL DISCO�''`�'rCT �, ; EXTERIOR IS ❑"� SITE
25, PLASTIC PIPING SHALL BE PROTECTED WITH A STEEL PLATE
BY OTHERS.
(18 ga. HIN) 1-,IHEN PIPE PASSES THROUGH WOOD MZMBERS
B) A REPORT OF SUCH TEST HAS BEEN FILED WITH THE
4. SLIDING DOOR PEET
0.5 CFM/SF MAY.
1. HEATING SYSTEM DESIGNED ir�ITH AN INSIDE TEt',PERATURE
LESS THAht 1 1/4' FROM EDGE OF t�Eh"BER.
DEPARTMENT t1E STATE IN ACCORDANtiCE WITH SECTION
INrILTPATION P 25
MPH WIND (1.567 PS).
Or' 70'F AND AND OUTSIDE TEVPERATURE OE -20'F
1120.3
(TEMPERED GLASS) 19. IF APPLICABLE �•a r
WITH 15 MPH WIND. 'NIF'LFC i IS TO BE WIRED AND 26. JOIST NOTCHES SHALL NOT EXCEED ]!6 JOISTS DEPTH AND
CIRCUITED PER !'�`�N"J^! �' i UPER INSTRUCTID►�S. SHALL NOT OCCUR IN MIDDLE 1/3 07' SPAN. HOLES SHALL C) PLASTICS AND FOAM PLASTIC SHALL COM.PLY WITH
S. DESIGNED WITH A 40 PSF SNOW LOAD. 2. FACTORY iNSTALLED INSULATiDN SHALL BE INSTALLED TD �,� NDT EXCEED 1/3 DEPTH Off' JOIST AND MUST OCCUR 2' FRD`�! THy APPLICABLE IUILDING CODES.
20. BRANCH CIRCUITS h,!:.- I� I TIFIED ACCORDIr.G rr
COMPLY WITH THY. APPLICABLE BUILDING- CODES. EITHER EDG�.
6. ALL WINDOWS I'EET OR EXCEED IN THE - TO THE 1990 N4ATI0`":'_ ELECTRICAL CODE SECTION
APPLICABLE BUILDING CODES 110-22 AND VILL I'" i :CESSApILY CORRESPOND TO
a HT VENT AND TYPICAL SCH`I IATIC r' •3�'�1. 27. HOSE SPRAY CIF PROVIDED) FOR TUB/SHOWER SHALL HAVE A
REQUIREMENTS FOR LIGHT, 3. THE INSTALLATION 0Tr ALL ELECTRIC BASEBOARD
EMERGENCY EGRESS HEATERS IS IN STRICT ACCORDANCE WITH THE BATH SPOUT CDIVERTER) WITH VACUU:' BREAKER.
TEMPERATURE PERFORN;ANCE REQUIREM,ZNITS OF U.L. 21. ALL RECEPTACLE OUT LETS WITHIN 6'-0' QP THE KITCHEN r,� �, ��
► SINK SMALL E�. G7I FF"T-I I ECTED. 28. WATER CLOSET TAN., BALL COCK SHALL CCII LY WITH
7. STATE SEAL INSIGNIA SHALL BE LOCATED ON STANDARD FOR SAFETY U1042 ON BASEBOARD HEATING
PANEL BOX. N 3 THE APPLICABLE BUILDING CODES. THZ APPLICABLE CODES.
AND � LIC
22. Or�' CAPE r,DDE"LS A SERIES I�IPZD St'D:E DETECTOR
8. ALL DRAWINGS 1�ZET REQUIREMENTS C0'`�TAIt�ED IN SHALL BE PROVIDED ! t TG' 0'- STAIRS ON SITE 29. WATER. OUTLETS SUCH AS HOSE BIPBS, SILL � COr S, WALL
TH"" APPLICABLE BUILDING CODES. a ►,� ��- HYI)F?A'�Y iS At•�'n LA1��rN1 FAUCETS SHALL BE EC-�JIPP�D �!ITH
4. MAXIMUM, C0�lN`CTION LOAD FOR 240V 20A BASEBOARD BY OTHERS. VACUU', EREAKERS.
HZAT CIRCUITS IS 3840 WATTS (80% CIRCUIT CAPACITY).
9. IF APPLICABLE BI-LEVEL PACKAGE SHALL INCLUDE 3�J. N3?I7.0''T�,L CG? c P 1�'�!zTEP, PIPII'G St-''.�_L E'0T I'r SHIFT COPPER.
i STAIRS LANDING AND PAILS AND WILL E= INdST�':L LED 23. D?YEP EXHAUST TEf:; �I'r -"�'' S�'�-'_L Fr__ TO TI'= _ ,1 ._ � '
5. TPI THER'l'DSTAT 1;3DEL #'ID22-3 D3UELE POLE 22 A'�-� E):TEP.TO� A,`'Y DU"T + ._, �, ► ;--- ;.i. �,' �; s�''.%' T C `!EIN'T IN ?.7'7 �' -- FE_: t.�; T '
ON SITE BY OTHERS. 125/240/277 V.e,.C. _
j.
I^" , }1 � f^ A.l,""
r ._CHI i1CA A.SSI�TA l i _ ��-- T �; 4
' r��- ♦ ♦ ?�. F; U:: ! E�_� S �,5 Tit �`:C f IC .Fz�' `e ►' �_L Lti �I o TO
� Pr+
10. ALL WINDOWS AND OR SLIDING GLASS D�RS, IN�CLUDi J 6, TPI SERIES BC BASEBOARD HEATERS 120/240/277 V.A.C. �.,. �- T .�- T •► r � 't r-
FRAr,ES, SHALL BE AT LEAST 240' FRO'1 ANY LOT LIN�'E. �- 24. ALL ELECTRICAL r7l F. I t H1 A Fyr,7 SEF �RAi ID.. Vt,! L !.. ��.. TO 1,VEF. l FtilLU'l 0` PIPt.
�E R 250 WATTS PER LINEAR FOOT, 854 BTUN PER FOOT. SHALL BE M`TI`:LLIC £ �`'':�
IF WINDOWS, SLIDING GLASS DOORS AND/DR DOOR,S, 33, SUPPLY PIPING IN U°•'yEATED AREAS III"CLUDII�!G OUTBID` WALLS
INCLUDING FRAMES ARE WITHIN 24' OF ANY LOT LINE 7, THERI"OSTATS ARE ADJUSTABLE FRO' �'S'F TO 756F E �r �r
�' N RATING 0 ' 3/4 H2. e ' ` � , 25. PAN'�L BOXES SHALL D"" LOCATED Q.�. INTERIO'? FOUNDATION SHfiit L L` PROTECTED AGAINST FREEZING. PIPINJ SHALL B� KEPT
THEY SHALL HAVE A FIRE RLSISTA T FOR HEATING AND 45 F TO 85 F FOR HATING AND , � , �;- ►� r r
WALL. IF CRAB S�'A:�r i-'`TIG'� IS USED, PANEL BOXES 0'JT OF Uti,-{EATED SPACE �� HEI?E PDSSII?LE.
CODLING.SHALL EXTERIOR WALL WITH
I1. KITCHENETTES, BATHR00 '!S AND TOILET ROOMS ACCESSIBILITY III A�CC�_.°�4, . .E WITH TIDE 19a0 Id.E.C. 34 1-1ATERPPO31 FINE IN TUB AND SHOWER TO BE 6 0 N,IN. HEIGHT.
S. INSTALLATION 0r GAS VENTS SHALL BE IN ACCORDANCE '
SHALL BE VENTED MECHANICALLY, 100 CFt�j FOR KITCHENS, BATHROOM FLOORS St-IALL BE 1rlATEI?i'RO'JF.
85 CFE; FOR BATHS, 0R BY AN OPENABLE AREA OF 1 1/2 WITH THE APPLICABLE M&_CHANICAL CODES. p(U','�BiN.G ISO�!ETRjC (SP _E_ S 7, 7o, 7b, 7c, 7d, AND 70
SCE. FT. F'OR BATHS AND TOILET R00`IS, 3 SQ. FT. FOR 35. HDRIZONTAL BRANCH VENT PIPING SHALL BE INSTALLED NOT LESS
�. 9. FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WI H 1. ALL VENTS THRIIJ]'-' + :��=_r TO NE' 3 DIAI,-TER AND THAN 6' ABOVE THE FLOOD LEVEL PHI 07 THL HIGHEST FIXTURE
KITCN�N.ETTES. THEIR LISTING, t"ANUFACTU'?ER'S INSTRUCTIONS AND SHALL TERMINATE l':-_1`/E Fu71F A fINIt',U`�' Off' 60
. �r
12. GLAZING IN DOORS, SHOWER DOORS AND ONCLOSURES WITH EXTERNAL CO`'�BUSTIO"d AIRDUCT.
SERVED IN THAT BRAN,�H.
ALL PLUIBING TO FE �' �CQ?D^"'CE WITH STATE
SHALL BE SIZED, CONSTRUCTED, TREATED, OR 10. COMBUSTION AIR FOR GAS FIRED SPACE HEATING 2' _
U'''IFC]�M FIPE Pr EVD � 1F'' A'.D FUILDING CODE, CITY �U„R r�'G R' REh' �TA�!DAP,jIS
C0Y,BINED WITH OTHER MATERIALS AS TO EFFECTIVELY EQUIPMENT SHALL B` THROUGH LOUVERr_D DOORS `�
MINIMIZE THE POSSIBILITY OF INJURY IP. THE tr "`�LIANCE �!ITH PLUMBINu AND D�AsI"":�°� �+air
�r!ITH A CLEAR OPENING IN CO► 1. VITREOUS CHINA PLU 1131NG FIXTURES, ANSI I12.19.211-]982.
EVENT THE GLAZING IS CRACKED OR BROKEN. THE APPLICABLE MECHANICAL CODES. 3. ALL WATER SUPPLE' rTr�s,' � l:''D FIXTURE RISERS SHALL
GLAZING IN DOORS, SIDELIG!-ITS, EXT. WINDOWS IN rT,.
r 11. BOILERS, PU`'PS, C0'!PRESSIQNS TANa.S, FURNACES AND FANS BE TYPE L CO. r-�.. rr': B 88-86) WITH 93.2% LEAD 2. STAINLESS STEEL PLUIIBIN�G FIXTURES, ANSI 112.19.3-1976
BATH TUB ENCLOSURES AND INTERIOR PA,RTITIONIS r .- � 07--'SIGNED �- �
,A ARE SUPPLIED AND INSTALLED ON SITE BY OTHr'RS. TH".Y FREE SOLDER. (DESIGNED FOR RESIDIENtiTIAL USE)
18 OR LESS FRD1 1 FLOOR SHALL BE IDENTIFIED AS ► D BE SIZED IN COt�' WITH THE BTUH LOSS
SH3U� JUNCTION 1r� H �- ; , r
SAFETY GLASS �- 4. STANDARD V:'AIi L1. • S - "L I'� ADS SCHEDULE 40 3, PLASTIC BATHTUB UNITS, ANSI Z124.1-19$0.
FOR THE HOUSE AND INSTALLED BY QUALIFIED P�RSO.dS. CASTt1 D1527.77 Cf'ir �� 3%.
13, APPROVAL D'' PLANS FOR SECOND FLOCK USEABLE SPACE �. , ►E n �-.� . ► �r. PLASTIC SHOWER R CEPTO'?S AND SHOWER STALLS,
12. THE CHIIIN TEY IS SUPPLIED AND INSTALLED ON SITE BY 5. NV PQN !F-NT/:� = C�+ _ : ��r 1
IN THE CAPE COD, FOUNDATIONS, INSULATION INSTALLED --1 - -- - -- --
ON SITE, EXTERIOR AND BASEMENT STAIRS, SITE INSPECTIONS OTHERS, UNLESS OTHERWISE SPECIFIED. ND PROVISIONS - ANSI Z124.2-1980.
�- ARE MADE FOR ITS LOCATION (I.E. FRAMED OPENINGS) WATER CLOSETS - :' :� r'.'_/FLUSH j AFTER JAMAI 1992 =
OF THEIR CONSTRUCTION AND THE INSTALLATION 0r THE 1.6 GAL/FLUSH I'! ''.a ; C: '.-+� S1I"'S AND SH3�, ERS = 3 D7< < 5, HOUSEHOLD DISHWASHERS, af`SI/ASSE 1006-86.
'� ' �' THE CTItJ'�! OF THZ LOCAL UNLESS SPECIFIED BY BUILDER PRIOR TO 14AN!UFACTURING. ,' `" r M
HJX SHALL BE UND`P, E JU.',ISDI MAY. LAYS = 2
BUILDING CODE ENFORCEM -NT OFFICER.
13. ANY HEATING PIPES OR DUCTS IN UNHEATED SPACES SHALL 6. H3USEH3LD FOOD VASTE DISPOSER UNITS, ANSI/ASSE 1008-80.
Q''PLiANCE WITH BE INSULATED IN ACCORDANCE WITH THE APPLICABLE 6• ANTI -SCALD r�IY.Ii'� �rf`.'_\�E }'�,R"J''ACTURER N�DEN I`3170.
14. SKYLIGHTS SHALL BE IN C
THE APPLICABLE BUILDING CODES. MECHANICAL CODES. 7. PLASTIC PIPING SU 3?TS - �T'-0' O.C. FQ? PIPING 7. CAST-IPO^S THP.OADED DRAINAGE FITTINGS, ANSI Blb.i2-19$3.
' r�' -TER AN'D L�'.nG�Ef? 3 3'-0' O.C. D.C. MAY, FOR PIPING
c � 2 DIA. ,�
' UNDER 2' D1A'ETEF'. 8. ACP.YLO'lITP.ILE-BUTADIENZ-STYRENIE CABS) PLASTIC PIPE,
15. ALL MODELS, WN-N A SITE BUILT GARAGE IS [,��CTRICAL NUTES CSHEET _ 6, -6a, 6b, AND 6C)
ANTICIPATED, CO"ITEF�PRI LADIES SHALL BUILD s RI, SCHEDULES 40 AND 80, ASTrl D1527-77 (R-1982).
. A AS A 1 HR FIRE RATED ,r , 8. ALL HD..IZO�.TA,� %?r Ii'AGE P.U''I SHALL HAVE A UNIFO "
THE ADJOINING 1� LL 1. ENTRANCE PANEL WESTINGHOUSE I3202040CT, � r r
ASSEMBLY AS LISTED BY UL OR FACTO'.RY 40 BREAKER SPACES, 200 AMP CAPACITY. SLOPE OF 1/ �' POF? 07T TOl= ARD DRAIN. 9. SOLVENT CEIjENT FOR ABS PLASTIC PIPE AND FITTINGS,
' MUTUAL. PASSAGE DDO?S AND FRAME ASSEMBLY ASTM D2235-81.
SHALL BE RATED AT 45 E�IN. 2, CONVENIENCE AND APPLIANCE RECEPTS 16' ABOVE 9, ALL ��ATEP. SUPPi_`' �`It'I�'S SHt'�! L BE SU?PORTED 4'$' D.C.
FINISH FLOOR. MAXII'•Us. 10. AIR GAPS IN PLUMBING SYSTEMS, ANSI A112.1.2-1973 (R-1979).,
ELEVATION (SHEETS 3, 30, AND 3b) I
10. ALL DRAINAGE CE-'.''G`�S Ff'�' ; V�P.TICAL T❑ HORIZONTAL 11. GAS WATER HEATERS, VDLU'�►E 1. AUTO'IATIC STORAGE TYPE WY
1. ALL VENTS THROUGH RODE' TO BE 3' IN 3. S1�lITCHZS AND COUNTERTOP RECEPTS 44 ABOVE SHALL BZ TH?DUG'6 t-. LD" TU7:1S T-Y OR COI"BINATION
� � � ► �. � r E � IhRUTS OF 75,000 BTU's OR LESS Z21.10.1-19$4 'WITH ADDENDA.
IANJETER AND SHALL TERMINATE ABOVE ROt3r FINISH FLOOR. WYE AND 1/8 BEI.D 1- 1TI-� THE EXCEPTION 0, THE WATER ANSI Z21.10.1A-85, Z21.10.IF-$6.
LINE 6" CLOSET TRAP AR" 1-'I'ICH SHALL BE AN EXTRA L0"dLi TU?N
4. OUTDOOR LIGHTS 70 ABOVE FINISH FLOOR. 906 ELBOW. E
12. GAS WATER HEATERS,, VOLUME' 3. CIRCULATING TAN',,
2. DESIGNED WITH A 40 PSF SNOW LOAD. 5, ALL r,DDULAR CROSS -AVER CIRCUITS PERTAINING 11. ALL DRAINSAGE CHr �'LrS FRO'," ND''IZDyTAL TO VERTICAL INSTANTANTEOUS AND LARGE AUTOMATIC STORAGE TYPE, -
,� TO CONVENIENCE AND HEAT CIRCUITS SHALL TER1r;- SHALL Br'--TN?�7UG'-� S� .''I T�'iaY TEE WHEN (2) Z21.10.3-19$4 WITH ADDENDA ANSI Z21.I0.3A-$5. Z21.10.38 g6.
3. IF APPLICABLE ALU1-1INUI, SIDING SHALL BE GROUNDED INATE IN JU3,CTION BOXES. a .�- �•
Q'd SITE BY OTHERS. ' �' FIXTURES Et'TER ��; �':�EI'TICra STACI' AT THE SAl''" � � ,
LEVEL, AN! APPr 7V,_D r�3'JLL E FIXTURE FITTING SHALL 13 RELIEF VALVE AND AUTO ATIC GAS SHUT-O- F' DEVICES AND
6. Sr�O'tiE DETECTO!2S WILL NOT BE PLACED ON ANY BE USED. HOT WATER SUPPLY SYSTEMS, ANSI Z21.22-86.
4. SIDING SHALL BE FIELD INSTALLED ON GABLE ENDS, � , �
AND UPPER MODULES OF TWO STORY M3DELS WITHOUT SWITCH=D BRANCH D� A CIRCUIT OR ANY G.F.I.
CIRCUIT AND SHALL BE WIRED IN SERIES FOF' 12. ALL DRAINAGE Clst'�'-: -:; FRD ', HOR1ZOtdTAL TO H3?IZONTAL 14. WATER HAI:''ER ARRESTERS, ANSI/ASt"•E A112.26.1I�-$4,
N'7DULE OVERHANGS. SPONTANEOUS ACTIVATION. SHALL BE TH"NOU '' 1, LO`153 TU:? ' TY O? CO`!BINATION
14YE AND 1 /8 FEc'B. 15. VACUUM BREAKERS, ANTI -SIPHON PRESSURE TYPE,
CROSS SECTION CSHEET .4, ra, 4b, F� 40 7. 1�IHZN BI-LEVEL OPTION! IS PROVIDED O? WHEN ANSI/ASSE 1020-82.
�- A N 13. ALL WASH? -PS SPI':' t �'.,";VE A, 30" STAND PIPE.
1. REQUIRED GUARDRAILS ON OPEN SIDES Or STAIRS LEAD TO A HABITABLE LEVEL, SECOND U L
ABALCONIES APPROVED SMII':E DETECTO? WILL BE SITE INSTALLED 14. Pif'ir�!G SHALL DE FIE- - STaRPED WHERE REQUIRED BY HYS 16. SEA""LESS COPPER PIPE, STANDARD SIZES, ASTM B42-87.
STAIRWAYS, RAISED FLOOR AREAS,
AND PORCHES SHALL HAVE INTER!`DIATE AT HEAD OF STAIRS. CODE SECTIO"J 717.�' �,'ITH N,-;TERIAL S EC?' t ' �` JIVA-EN�T TO
R ORNAMAENTAL CLOSURES WHICP WILL CONSTRUCTIG`' \-11"".r'' IT PZ_N*"_TR/iTES AND EE SUITABLE 17. SEAMLESS CLIPPER WATERTUBE, ASTM B88-86.
PAILS D r- r- ,- �' �t .� CC�I3� t-..:; .•Jti:._ PART 4, PAGE'S 30-35>.
NOT ALLOW PASSAGE OF AN OBJECT FE"JP (4) S. VOLTAGE DROP DOES NOT EXCEED 3% IN FEEDER, O'Z TO PIi'E M" NTEPV` ''` . 'r'�'' '
•, '�- BRANCH CIRCUITS OR S% Ira E1JTN. �, r r, �..-.,,� !. f n 18. THREADLESS COPPER PIPE, ASTP B3Q?-87.
INCHES OR r�ORE IN DIAL rETER. 15. r,0 PLUS =. TTATE FIRE SEPEPATIONI OR
EIi�,.r .•=1r _I '- ..ism
I19. SOLDR N�TAL, AST' 32QR TEN,"IT SEPI.-87.
YOUR DRAWING MUST BE 14EPI
AT THE BUILDING DURING THE
PRWRESS OF THIS WORK.
BUILDING DEPr.sPTr'.=I 7
iorrn of Dartmouth
1CB
A.M.ii
An 113 5 -jilt Smrxw lnurt- In
r- ct r
nub=kt%�--p-d to th ^%0 D m, I &.TF r,
Dotal. r, *ar to camnr
a foundatiorp. imm'sclip4rft c-
a v.: n t r im, - 6 7- n
R1 HOY! EPS IATC.
C 0 N TE4
A4_'*P
' STAUFFER INDUSTRIAL PARK rl@jjj�jjjjl
TAYLOR. PENNSYLVANIA 18504 JIT jjjj_UL1jj
CONTENTS:
B0(70 S E4 YIS
E
ALL A,10DE1
SHEET NCI$
GEATERAL ATO TE-pis
civ
CONCRETE FOOTING
! 1
f
— — 3 1/20 � STANDARD
STEEL. PIPE COLUMN
TYPICAL BASEMENT SUPPORT
MIN
FUT41SI-00 A'
Q`J 5
GRADz-
BASEIIENT STAIR DETAIL
MODEL CODE DESCRIPTION
8 2 1040 B2 CAPE W/ GAMBREL ROOF
WIDTH NO. OF SO. FT. OF (B) BASEMEN! i MODEL NAME
(I) 24' BDRMS. FLOOR PLAN (C) CRAWL SPk-,' ;E
(8) 26CBI) BI-LEVEL._
(8) 28' CS) SPLIT LEVrL
(T) TWO STOR`',
(11) NO. OF •rrNut r
NODUILES
7 MASONARY FOUNDATION WALL SHALL
EXTEND BELOW! LOCAL
FROST LIME
3.:
CONCRETE
FOOTING
I
1 1
t I
I I
_
,
I I
I I
N
N
1
f i
d
i
I I
I I
I i
M
1 I
t I
I i
�
I I ,_
4 8 4 -$
._ ,_
._
C
�_
5 10 5 10
4- 6 I O
4
10 4 10
! I r,r'4'-9A'
r�4'-11" I I
I I rr- --I
rr- --r
r
r—
I I I
I I i I
i I
I i
ru
I I I ! I I
I I I t
I 1
I
I I
I I
L___J I LL__J
I !
I I
L__.r,
I
LJ
! ( I !
J
I I
I I
SEE SHEET NO. GN FOR ALL NOTES
PERTAINING TO THIS DRAW I NG.
Cr'
Ea
5 Fly
Lr
F-9
I I I
NCU
ell
I �, +-0 , p
cv)
s✓
WINi I ! i I Cw/d`� C
x"/
I-- — - -j I I YOUR DRAWING I'iUST BE KEP t
U
P I AT THE BUILDING DURING
I I I PROGRESS OF THIS WORK.
FROINT DOUR
BUILDING D£PI':���rAEITj-
I i ov:rn of Dartmouth
20-1r rA
40'-0'
;w 0,-20
.
PEAkr� Built � T s
e 0%
e `#
sNutt t.,
-a to
vie �• . P' zw'►:
inzvrd
to ca 17z- rar
THESE DIMENSIONS SHALL BE USED WHEN
ENERGY SHEATHING IS APPLIED TO HOUSE,
CONTRACTOR SHALL VERIFY DIMENSIONS
WITH THE BUILDER BEFORE CONSTRUCTION
OF THE FOUNDATION.
{
PourZatlon RasIgn ds sfiown 4 only suggesewc Actm ,
foundation design shd be based on local soil
Conditions and in accordance with local requirements,
CONTEIVPRI H0kj-'rE'S INC
STAUFFER INDUSTRIAL PARK 3IRR
TAYLOR, PENNSYLVANIA 18504
CONTENTS:
{
FO UNDA TION
UNIT NO. CL 20613 SHEET NO.
DRN,#
DATE
06-30-92
82-1040-2B ; a
REV. I
a of
DATE7
z
t
MALTA DOUBLE HUNG WINDOWS
ROUGH OPENING
UNIT NO.
LIGHT
VENT
SQ.FT.
PTAGI
A
30'x37-1 /4'
2414
4.31
2.36
53.8
B
38'x37-1 /4"
3214
5.9
3.54
73.75
C
38'x57-1/4"
3224
10.22
5.38
127.75
D
42'x57-1/4"
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"
164 8-24
25.64
6.16
320.5
G
93''x58' .
8' K.S.I. BOW ..
29.68
13.40
371.0
H
3 'x65-1 / "
3228
11.59
6.41
144.87
J
46'x57-1/4"
4024
12.8
7.19
160.0
C)
M
d
w
J M
a CU
1
ANDE�SEN DOUBLE HUNG WIfi 1DDh,1S
TAG
ROUGH OPENING
UNIT NO.
LIGHT
VENT
SQ.FT.
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'x57-1/4r
3446
12.1
6.61
1 151.25
E
75-3/4`x57-1/4'
TWIN 3046
21.6
11.8
270.0
F
97-1/2"x57-1/4"
18- 446- 8
26.4
6.6
329.8
G
97-1 2'x4 -1 2r
44
BOW �'
36.8
18.4
460.0
H
38-1/8'x65-1/4'
3052
12.6
6.89
157.5
J
46,'
1/8'x57-1/4'
3846
13.4
7.3
167.5
9'-6 1/21, 10'-0' t"¢•� f 8r-5•
109
c-• %irmn ci Tnr p
0 0
6• 16'-3 3 /4'
4 1/2' 3'-0 1/2' 1/4or
40'-0'
on
DOOR SCHEDULE
TAG
WIDTH
x
HEIGHT
REMARKS
1
3'-0'
x
6'-8'
STL. INSUL.
2
2'-8'
x
6'-8'
STL. INSUL.
3
2- -8'
x
6'-8'0
STL. INSUL. 3/4 HR. FIRE RATED
4
3'-0'
x
6'-8'
STL. INSUL. W/1 14' SIDELIGHT
5
3'-0'
x
6'-8'
STL. INSUL. W/2 14,. SIDELIGHTS
6
5'-4"
x
6'-8'
STL, INSUL. DOUBLE 2'-8'
7
5'-01V
x
6'-8'
SLIDING GLASS DOOR
8
6'-0'
x
6'-8'
SLIDING GLASS DOOR
9
8'-010
x
6'-8r
SLIDING GLASS DOOR
10
2'-60'
x
6'-8'
HOLLOW CORE
11
4'-0"
x
6'-8'
WOOD BI-FOLD DOUBLE 2'-0'
12
2'-0'
x
6'-8'
WOOD BI-FOLD
13
5'-0'
x
6'-8'
WOOD BI-FOLD DOUBLE 2'-6"
14
2'-6"
x
6'-8'
WOOD BI-FOLD
15
2'-0'
x
6'-8'
HOLLOW
CORE
MALTA DOUBLE HUNG WINDOWS
ANDERSEN DOUBLE HUNG WINDOWS
in K.S.I. BOW WINDOW IS USED FOR BOW WINDOW
DPTION REGARDLESS OF WINDOW PACKAGE USED UNLESS
❑THERti;RISE SPECIFIED.
1/2' 10,_4'r
0
FIRST FLOOR PLAN
f 0
co
0
t
�v
LIGHT AND VENT CHART
R=1 rI : �
LIG4T
PECYWRED
LIGHT
SU-PLIEI3
VENT
RZMTr'n
VENT
SL7"tPLIED
KIT/IIIN
18.45
44.29
9.21
39.35
HSTR BI)ORM
13.97
20.44
6.99
10.76
LIVING RM
18.13
20.44
9.07
29 �S
BEDROOM 2
10.13
20.44
5.06
10.76
ARTIFICIAL LIGHT SUPPLIED
LEGEND
DENOTES LOCATION FOR INSIGNIA OF APPROVAL
67) U.L. APPROVED (AC -DC) SMOKE DETECTOR
WHERE APPLICABLE U.L. APPROVED
(AC -DC) SMOKE DETECTOR LOCATED ON
CEILING AT BASE OF STAIRS (ON SITE
BY OTHERS)
��
NI�
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
State(s) _ h49 `
Accredited Evaluation and
Inspection Agency
its document is certified as beinc4n cor4 rmAn
Uj- [j t
_y li }
QW,
'i5N cEnTful"11
ED- Q i"k, live
k j
i
k
` CONTEMPRI HOMES CERTIFIES BY USE OF THIS
VALIDATION STAMP THAT THIS DOCUMENT
CONFORMS WITH THE SYSTEMS APPROVAL &
SPECIFICATIONS APPROVED B A AND STATErS)
NJ..PA, CT, VA, WV, DE, MD; A, E; T�#H, "V,x
E
DATkL_.
0 SIGNS -
CO
NTEYiPRI 1ATC*
STAUFFER INDUSTRIAL PARK r.iTujjjjjj J
O► KEPl AY R t'ENNSYLVANIA 18504 , E m1w
YOUR DRAWING DUST T L❑ ,
AT THE BUILDING DVRINC; THE 3
PROGRESS OF THIS %1,4pK.
CONTENTS:
r,Uj.FLOOR PLAN
Town of Dartnau,
a
SCALE: 114
t-ji
C MODEL: CAPE W/ GAMBREL ROOF
�'
DEALER: R: CUSTOM MODULAR HOMES
CUSTOMERS TAVARES
1-1, rt A' G I 3-"Uv il t SU--VC7 M T 71
j } , SIGNATURE.
i.34 i r. to v ✓ ta+♦ t . ,� - - - -- - ---I - _ . _ . __ � - _
Tom• �S _.._ _ <, ._-. -.-_. _., .:. _ _ _ _ __ - _ .-_._v_.._..v..... _. _..__..
1.o,pt. P.-i;• fia caU-ig, kr�nr UNIT NO. DRN. CL # 20613 SHEET ND.
sostici" DATE 6-30-92 2
82-1040-213
of
DATE 7-
MALTA DOUBLE HUNG WINDOWS
TAG
ROUGH OPENING
UNIT NCI.
LIGHT
VENT
Si.FT.
A I
30ox37-1/4'
2414
4.31
2.36
53.8
B
38' x37 -1 / 4'
3214
5.9
3.54
73.75
C
38'x57-1/4'
3224
10.22
5.38
127.75
D
42'x57-1/4'
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'
1648-2 4
25.64 .
6.16
320.5
G
93'x58'
8' K.S.I. BOW --
29.68
13.40
371.0
H
38'x65-1/4"
3228
11.59
6.41
144.87
J
46'x57-1/4"
4024
12.8
7.19
160.0
FLOOR PLAN SHOWN IS PROPOSED
AND SHALL BE ON SITE BY OTHER.
DIMENSIONS SHOVIN ARE APPROXIMATE
AND MAY VARY FROM ACTUAL DIMENSIONS.
ALL CONSTRUCTION, ELECTRICAL, MECHANICAL
AND PLUMBING WORK SHALL BE DONE BY
QUALIFIED PEOPLE, AND SHALL BE IN
COMPLIANCE WITH ALL APPLICABLE CODES.
0
ICU
a
0%
CU
U
614
C
Co
ANDERSEN DOUBLE HUNG VINDOVIS
TAG
ROUGH OPENING
UNIT NO.
LIGHT
VENTESO.FT.
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
D
38-1/8'x57-1/4"
42-1/8"x57-1/4'
3046
3446
10.8
12.1
5.93
6.61
135.0
151.25
E
F
75-3/4'x57-1/4'
97-1/2'x57-1/4"'
TWIN 3046
18-4446-18
21.6
26.4
11.8
6.6
270.0
329.8
G
97-1/ x48-1/2"
C 4 BOW'
36.8
18.4
4 .0
H
38-1/8'x65-1/4"
3052
12.6
6.89
157.5
J
46-1/8'x57-1/4"
3846
13.4
7.3
167.5
DOOR SCHEDULE
TAG
WIDTH
x
HEIGHT
REMARI:S
i
3'-0"
x
6'-8'
STL. INSUL.
2
2'-8'
x
6'-8'
STL. INSUL.
3
2'-8'
x
6'-8'
STL. INSUL. 3/4 HR. FIRE RATED
4
3'-0'
x
6'-8'
STL. INSUL. W/1 14' SIDELIGHT
5
3'-0'
x
6'-8'
STL. INSUL. W/2 14" SIDELIGHTS
6
5'-4'
x
6'-8'
STL. INSUL. DOUBLE, 2'-8'
7
5'-0'
x
6'-8'
SLIDING GLASS DOOR
8
6'-0'
x
6'-8'
SLIDING GLASS DOOR
9
8'-0'
x
6'-8'
SLIDING GLASS DOOR
10
2'-6'
x
6'-8'
HOLLOW CORE
11
4'-0'
x
6'-8'
WOOD BI-FOLD DOUBLE 2'-0'
12
2'-0'
x
6'-8'
WOOD BI-FOLD
13
5'-0'
x
6'-8'
WOOD BI-FOLD DOUBLE 2'-6'
2'-6'
x
6'-8'
WOOD BI-FOLD
M14
15
2'-0"
x
6'-8"
1HOLLOW CORE
MALTA DOUBLE HUNG \WINDOWS
ANDERSEN DOUBLE HUNG WINDt7WS
r K.S.I. BOW WINDOW IS USED FOR BOW WINDOW
OPTION REGARDLESS OF WINDOW PACKAGE USED UNLESS
OTHERWISE SPECIFIED.
_- - _ • •. I IMF -JI_� ��� C'
40'-0"
LIGHT AND VENT CHART
1:3M7 tIAM.
LIGHT
P.EQUIRED
8%
LIGHT
SUPPLIED
VENT
P.EQUIFED
4%
VENT
SUPPLIED
XSTR BDo r� 2
21.27
27.00
10.63
10.76
BEDROOM 3
10.24
11.51
.5.12
6.51
BEDROOM 4
12.42
1$.07
6.21
6.51
r- ARTIFICIAL LIGHT SUPPLIED
LEGEND
DENOTES LOCATION FOR INSIGNIA OF APPROVAL
U.L. APPROVED (AC -DC) SMOKE DETECTOR
' WHERE APPLICABLE U.L. APPROVED
(AC -DC) SMOKE DETECTOR LOCATED ON
CEILING AT BASE OF STAIRS CON SITE
BY OTHERS)
22 1/21 x 30' ATTIC ACCESS
SEE SHEET NO, GN FOR ALL NOTES
PERTAINING TO THIS DRAWING
i
i
i
t
i
I
T. R. ARNOLD & ASSOCIATES, INC.
P. 0. BOX 1081
ELKHART, IN46515
State (s) j
Accredited Evaluation and
Inspection Agency s'
• gin of
This document is certified c: g
I with
�I
Approved B
Date
c 1992
{ Approval of this document dces not autla:•_rize �r 4r-r;,ve
any omissions or deviation from the requ, rerre"'s !
applicable State Laws.
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CONHOTEYiPRI
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STAUFFER INDUSTRIAL PARK r5m�_._
TAYLOR, PENNSYLVANIA 18504
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CONTENTS,
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SCALE: 114 1 0
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CAPE W / GAMBREL ROOF
VON 0 1 DEALER. CUSTOM MODULAR HOMES
CUSTOMER. TAVARES
SIGNATURE,
PROPOSEDr%
to r{�;;•�-� �'?� UNIT NO. It DRN.CL # 20613
DIVUCif . SITE BY OTHERSA.,., •.� DATE 6-30-92
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CONTEIdPRI -H- O-MES IATC.
STAUFFER INDUSTRIAL PARK
3 TAYLOR, PENNSYLVANIA 18504
CONTENTS:
ELEVATIONS
SOLE: 114 0»
DRN, CL # 20422 SHEET NO.
DATE 6-1-92
3
REV. CL # 20G13
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DATE I ry
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REAR ELEVATION
RIGHT ELEVATI❑N
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CONTEMPRI -0-YjES INC.
1 I
STAUFFER INDUSTRIAL PARK �1
TAYLOR; PENNSYLVANIA 18504
CONTENTS:
ELE VA TIONS
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SCALE: 114 =1 —D
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UNIT NO. CL �0482 SHEET ND,
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6-1-92 c� C
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DATE7
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DETAIL I
ETAILA
U d 9 wl r A If L- I F-la.us.9 %;a 4.9 "A I W. ljl%uu%> %j-um I A] 6u
DETAIL A I
15"" FELT 7/16* USr
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r 1 r 7, ll�'
SMaES
3144' MG PLYVr 112' MA.
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STEEL. Pir-L
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ms V CLASS #c
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PLYvp
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ATHIttZ GrL . I TrIuss
VENTED SCUIT
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CONTENTS:
26 0" GAI.,,WREL
1`0 S El CTIO AT
SCALE: 3 /8' l'-O'
UNIT NO. No CL SHEET No.
jj K —ff 20613
.DATE 6-30-92
b3-1 4U-e]3
REV*
P O0r.l-- FLIP DETAIL E DATE
of
7
--- - - - - - - r y.K.,•.e -..... -�----
I I � -
-
-1.
DETERMINE THE THERMAL TRANSMITTANCE
___ --,----. -
OF THE CEILING
_.
ASSEMBLY. 8. (CD; TINUED)
I—_ .- I .- - - _1 - -_ ..
AREA U-VALUE
. MAT R AI-
- A t JE
CAVITY-------
797.792 0.046
INSIDE AIR FILM
0.610
RIM----------
126.456 0.040
GYPSUM!
0.450
WINDOWS-----
110.668 0.330
INSULATION,
30•000
SLIIIERS------
39.970 0.490
OUTSIDE AIR FILM
0.610
-
41t569 0.071
TOTAL R-VALUE=
31.670
FIXED GLASS--
0.000 0.581
.
TOTAL U-VALUE=
0.032
Uo-
0.090
2.
DETERMINE THE TRANSMITTANCE OF TH`
FLOOR ASSEMBLY.
9. DETERMINE THE
TOTAL ENVELOPE
PERFORMANCE. (3109.3)
(WINDOWS AND DOORS OVER 15%)
MATE R A
1- ALUIs
AREA Uo
ACT UoAo ACT Uo CODS
UoAo CDC
INSIDE AIR FILM
0.920
PLYIODD DECK
0.930
WALL----------
1116.456
0.090 100.7 40 0.167
186.4 48
INSULATION
19.000
- CEILING-------
1040.000
0.032 32.839 0.033
34.320
!f NT AIR FILM
BASEE
0.920
F"LOOR--------
1040.000
0.046 47.772 0.050
52.000
-
TOTAL R-VALUE-
21.770
I181.350
TOTAL
272.768
.181.350 LESS THAN
272.769
TOTAL U-VALUE=
0.046
3.
DETERMINE THE THERMAL
TRANSMITTANC£ OF THE WALL ASSEMBLY.
►
MATERIAL-
-VALt�f
10. DETERMINE- THE
TOTAL ENVELOPE
PERFORMANCE. (3109.3)
INSIDE AIR FILM
0.680
(WINDOWS AND
DOM, S UNDER 15%)
.
GYPSUM
0.450
AREA U
ACT UAo ACT U CODE
UAti CODE
INSULATION
19.000
WALL---------
N/A N/A N/A N/A
N/A
EXTERIOR SHEATHING
0.620
DDE3R----------
RIGID INSULATION
0.000
\dINDOW-------
EXTERIOR SIDING
0.870
SLIDERS ------
OUTSIDE AIR FILM
0.170
FIXED GLASS--
TDTAL R-VALUE=
21.790
CEILING ------
T[JTAL U-VALUE=
0.046
FLCIOR-
4.
DETERMINE THE SGt.FT.
OF WINDOWS AND
DOORS
rM`ETS CODE PEQUI
ji TOTAL
WINDOWS
DORS
SLIDING GLASS
F'iXED GLASS
LESS THAN
DOORS
(2)3214=19.724
(1)2-8=19.646
<1>G-WOOD=39.970
N/A I
-
(6)3224=90.944 (1)3-0=21.924
1.
,
1 110-668
TOTAL
41.569
TOTAL
39.970
TOTAL
5. DETERMINE NET WALL
I
NET WALL = GL7DSS - (RIM + GLAZING DOORS)
,
11I1 1116.456
GROSS WALL ----- SO.F•T.
i 126.456
RIM------------- SQ.FT.
1
g
GLAZING--------- 150.639 SOFT.
I
' 569i
I DQDR(S)--------- 41.SQ.FT.
i 797.79 2
I NET WALL= S9.FT.
6. PERCENT OF V.INDOWS AND DOORS
GROSS EXTERIOR 1rlALL----------- 1116.456 SOFT.
WINDOW AND DOOR SOFT.------ 192.208 SQ.FT.
PERCENT OF 1lINDOW AND DOOR= 17.216
TOTAL
t
7. DETERMINE THE WINDOW TYPE.
: WINDOWS AND DOORS UNDER 10% ELECTRIC HEAT Ucode = 0.65
s WINDOWS AND DOORS OVER 10% U1%DER 157ELECTRIC HEAT Utode = 0.40
, _ CALCULATION #`►
Q
WINDOWS AND DDDRS OVER 151. ELECTRIC HEAT SEE CALCULA IO 8
i
; F] WINDOWS AND DOORS UNDER 15% FOSSIL FUEL HEAT Ucode = 0.65
a .
1,71
WINDOWS AND DOORS OVER 15% FOSSIL FUEL HEAT =SEE CALCULATION H8
TYPE OF WINDOW: MALTA U-VALUE: 0.330
1
THE CQ'ZBINED TRANSMtITTAt�'EE OF THE GROSS EXTERIOR WALL
S. CALCULATE
FOR ELECTRIC AND FOSSIL FUEL WHEN GLAZING IS 157.. OR MORE. (3109.2)
i
3109.1-2 AN OVERALL Uo VALUE OF 4.167 FOR STRUCTURES HEATED BY OIL,
GAS OR HEAT PU„PS, OR AN OVERALL Uo OF 0.105 FOP, STRUCTURES HEATED
BY ELECTRIC RESISTANCE HAY DE N OF WALLS,
DOORS AND WINDOWS CONTAINING HEATED SPACE IN LIEU OF THE SEPERATE
U VALUES LISTED FOR WALLS, DOORS AND WINDOWS. THE OVERALL Uo OF 0.167
OR O.IOS SHALL BE USED WHEN THE W ItJDOWS EXCEED 15% OF THE GROSS
EXTERIOR WALL AREA. -
Uo = (Ar x Ur) + (Ag x Up) + (Ad x Ud) + (ect•)
ADross
ELEMENT
D'r-. TID''
U
VALUE
TOTAL
�'
VALUE
NOTE
WALLS
TION! 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
VALLS INCLUD-
COOLED SPACE .
ING SAND
JOIST
CONTAINING UNHEATED SPACE
0.08
12.5
4
RODF/CEILING
ALL ROOF CONSTRUCTION CONTAINING
0.033
30.0
ASSEMBLY
HEATED OR MECHANICALLY CCIDLEO SPACE
WINDOWS
ALL CDNSTRUCTIOy ENCLOSING H`aTED
0.65
1.54
2.
OR MECHANICALLY COOLED SPACE
ELECTRIC RESISTANCE HZATING
0.40
2.50
6,7
DOORS
ALL CONSTRUCTION ENCLOSING HEATED
0.14
7.0
.
OR MECHANICALLY COOLED SPACE
FLOO'�S
FLOOR SECTIONS OVER AREAS EXPOSED
0.05
20.0
3
TO OUTSIDE AIR M, UNL-{`ATED SPACE
SLAB ON GRADE BENEATH CDNIIITIQNtD
-
10.0
5
_
SPACE
1 U-VALUES F'DR ROOM BY RDC1� �
CALCULATIONS
U-CEILING 0.043
U-WALL 0.055
U-FLOOR 0.048
U-OVERHANG NA
U-DODR- 1 0.071
U-WINDOW 0.330
U-SLIDING GLASS DOOR 0.490
U-SKYLIGHT NA
NOTE: INFILTRATION RATE VARIES
MAXIMUM U VALI_ IES AND MINIMwill R VALUES OF WALLS,
R03, F/CEILING, AND FLDDRS
FOR RESIDE',�t'TIAL BUILDINGS OF SECTIO'U 3109.1
NOTE 1! THESE VALUES 'VIAY BE USED WHEN THE DOORS AND WINDOWS DO NOT
EXCEED FIFTEEN' (15) PERCENT CIF THE GROSS EXTERIOR WALL AREA.
WHEN DOORS AtAD WINDOWS EXCEED FIFTEEN (15) PERCENT OFL THE GROSS
WALL AREA, SEE:: SECTION 3109.1-2 CALCULATION 08.
NOTE 211DOUBLE GLAZER PRIMARY WINDOWS OR SINGLE GLAZED PRIMARY WINDOWS
WITH STORM VYf NIDOWS WILL SATISFY THE REQUIRED U VALUE OF ZERO
- POINT SIXTY-FI' °/E (0.65)•
NOTE 3: INSULATION MA`," BE OMITTED FROM FLOORS OVER UNHEATED AREAS WHEN
FOUNDATION WAi'-LS ARE PROVIDED WITH A U VALUE OF ZERO POINT ZERO
EIGHT (0.08).
NOTE 4'-TH` U VALUE r'ZQUIREHENT OF ZERO POINT ZERO EIGHT (0.08) FOR
FOUNDATION MA".* BE OMITTED WHEN FLOORS OVER UNHEATED SPACES
ARE PROVIDED `V!ITH A U VALUE OF ZERO POINT ZERO FIVE (0.05).
NOTE 5: R VALUE FOR r),:7-RMITER INSULATION (SEE SECTION 3106.4.6).
NOTE & WHEN DOORS AN11) WINDOWS DO NO.T EXCEED FIFTEEN (15) PERCENT OF THE
GROSS EXTERIGI - VALL AREA, THIS VALUE MgAY BE USED. WHEN DOORS AND
WINDOWS DO NC'T EXCEED TEN (10) PERCENT OF THE GROSS EXTERIOR WALL
AREA, WINDOWS HAVING A U VALUE OF' 0.65 <R VALUE 1.54) MAY BE USED.
WHEN WINDOWS EXCEED FIFTEEN t15) PERCEF\!T OF THE GROSS EXTERIOR
WALL, SEE SEC'r*.•ION 3109.1-2 CALCULATION f8.
NOTE 7: DOUBLE GLAZED PRIMARY WINDOWS WITH STORM WINDOWS OR MOST
TRIPLE GLAZED PRIMARY WINDOWS OR DOUBLE GLAZED LOW EMISSIVITY (E>
PRIMARY WINDD'VS WILL SATISFY THE REQUIRED U VALUE OF ZERO POINT
FORTY 0.40).
ENERGY CO"' LIAN":E CHART
ELECTRIC HEAT
i#DN-ELECTRIC HEAT
CEILING INSULATION
NA
R-30
FLUOR INSULATION,
NA
R-19
WALL INSULATION
NA
R-19
U-GLAZING
NA
0.330
U-FLOUR;
NA
0.04-6
U-WALL
NA
0.090
U-CEILING
NA
0.032
'/. OF GLAZING
NA
17.216
RODM BY ROOM HEAT LASS CALCULATION
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CONTENTS. j
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Ai"ASS EIVERGY COMPLIANCE i
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iODEL NAME GAMBREL
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UNIT NO. SRN. J.F . � R05i3 I SHEET NO.
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DATE �-1-92
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82-1040-28
REV. #
rDATE 11 r-.., E
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YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
DUILM!G DEPr1R7r, 'Er
Toren of Dartmont'.
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