HomeMy WebLinkAbout0114 PEACH TREE ROAD - Health 114 Peach 'free Road
Marstons Mills _
A= 057—079
I ,
. t ,
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
�,M s 114 Peach Tree Rd
Property Address
Nardone
Owner's Name i
� /IS �� (`S MA 02648 11/3/11
CitylTown State Zip Code Date of Inspection
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way.
A. General Information
1. Inspector:
Frank Nunes III
Name of Inspector
saa
Company Name
Box 841
Company Address
East Falmouth MA 02536
City/Town State Zip Code
508.272.6433
Telephone Number
B. Certification
I certify that I have personally inspected the sewage disposal system at this address and that:the
information reported below is true, accurate and complete as of the time of the inspection. The inspection
was performed based on my training and experience in the proper function and maintenance bfon sit.
sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.140 of�,
Title 5(310 CMR 15.000). The system:
® Passes ❑ Conditionally Passes ❑ Fails
+ ;J
Needs Further Evaluation by the Local Approving Authority
4�UA'A� 11/3/11
Inspectors SignajLWDate
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board
of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or
has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the
report to the appropriate regional office of the DEP. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use
at that time.This inspection does not address how the system will perform in the future under
the same or different conditions of use.
I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
G M s 114 Peach Tree Rd
Property Address
Nardone
Owners Name
Barnstable MA 02648 11/3/11
Cityfrown State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: Check A,B,C,D or E/always complete all of Section D
A) System Passes:
® I have not found any information which indicates that any of the failure criteria described
in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are
indicated below.
Comments:
Pumping suggested every 3 yrs to prolong the life of the system
B) System Conditionally Passes:
❑ One or more system components as described in the"Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not
determined," please explain.
❑ The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is
structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent.
System will pass inspection if the existing tank is replaced with a complying septic tank as
approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate
of Compliance indicating that the tank is less than 20 years old is available.
ND Explain:
n/a
❑ Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will
pass inspection if(with approval of Board of Health):
❑ broken pipe(s) are replaced
obstruction is removed
• Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
B. Certification (cont.)
B) System Conditionally Passes (cont.):
❑ distribution box is leveled or replaced
ND Explain:
n/a
❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if(with approval of the Board of Health):
❑ broken pipe(s) are replaced
❑ obstruction is removed
ND Explain:
n/a
C) Further Evaluation is Required by the Board of Health:
❑ Conditions exist which require further evaluation by the Board of Health in order to determine if
the system is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR
15.303(1)(b)that the system is not functioning in a manner which will protect public health,
safety and the environment:
❑ Cesspool or privy is within 50 feet of a surface water
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2. System will fail unless the Board of Health (and Public Water Supplier, if any)
determines that the system is functioning in a manner that protects the public health,
safety and environment:
r ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within
100 feet of a surface water supply or tributary to a surface water supply.
❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
Commonwealth of Massachusetts
. Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
C) Further Evaluation is Required by the Board of Health (cont.):
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well**.
Method used to determine distance:
**This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform
bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be
attached to this form.
3. Other:
n/a
D System Failure Criteria Applicable to All Systems:
Y pp Y
You must indicate"Yes" or"No"to each of the following for all inspections:
Yes No
❑ ® Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ®, Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than '/2 day flow
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
M , 114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
B. Certification (cont.)
D) System Failure Criteria Applicable to All Systems(cont.):
Yes No
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory,for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered.A copy of the analysis
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
❑ ® The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 16,000 gpd.
For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the
questions in Section D.
Yes No
❑ ❑ the system is within 400 feet of a surface drinking water supply
❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply
❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection
Area—IWPA) or a mapped Zone II of a public water supply well
If you have answered"yes"to any question in Section E the system is considered a significant threat,
or answered "yes" in Section D above the large system has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
C. Checklist
Check if the following have been done. You must indicate"yes"or"no"as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ ® Were any of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
® ❑ Were as built plans of the system obtained and examined? (If they were not
available note as N/A)
® ❑ Was the facility or dwelling inspected for signs of sewage back up?
® ❑ Was the site inspected for signs of break out?
® ❑ Were all system components, excluding the SAS, located on site?
® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank
inspected for the condition of the baffles or tees, material of construction,
dimensions, depth of liquid, depth of sludge and depth of scum?
® ❑ Was the facility owner(and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS)on the site has
been determined based on:
® ❑ Existing information. For example, a plan at the Board of Health.
® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)]
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Cityrrown State Zip Code Date of Inspection
D. SystemInformation
Residential Flow Conditions:
Number of bedrooms(design): n/a Number of bedrooms (actual): 4
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440
Number of current residents: 3
Does residence have a garbage grinder? ® Yes ❑ No
Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No
Laundry system inspected? ❑ Yes ® No
Seasonal use? ® Yes ❑ No
Water meter readings, if available(last 2 years usage (gpd)):
Sump pump? ❑ Yes ® No
Last date of occupancy: primarily
seasonal
Commercial/Industrial Flow Conditions:
Type of Establishment: n/a
Design flow(based on 310 CMR 15.203): Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ❑ Yes ❑ No
Industrial waste holding tank present? ❑ Yes ❑ No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
Water meter readings, if available:
Last date of occupancy/use: Date
Other(describe): n/a
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M , 114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
D. System Information (cont.)
General Information
Pumping Records:
Source of information: No pump history
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped:
gallons
How was quantity pumped determined?
Reason for pumping:
Type of System:
® Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology. Attach a copy of the current operation and
maintenance contract(to be obtained from system owner) and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
❑ Other(describe):
Approximate age of all components, date installed (if known) and source of information:
1983 per age of home
Were sewage odors detected when arriving at the site? ❑ Yes ® No
I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
,b 5 114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
CitylTown State Zip Code Date of Inspection
D. System Information (cont.)
Building Sewer(locate on site plan):
Depth below grade: 216"feet
Material of construction:
❑ cast iron ® 40 PVC ❑ other(explain):
Distance from private water supply well or suction line: >10'
feet
Comments(on condition of joints, venting, evidence of leakage, etc.):
Septic Tank(locate on site plan):
Depth below grade: 2
feet
Material of construction:
® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain)
If tank is metal, list age:
years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No
--------------------------------------------------------------------------------------------------------------------------
Dimensions: 1000g
lit
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle >12
Scum thickness trace
Distance from top of scum to top of outlet tee or baffle >211
>211
Distance from bottom of scum to bottom of outlet tee or baffle
How were dimensions determined? measured
is
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Pumping suggested every 3 yrs to prolong the life of the system
Grease Trap(locate on site plan):
Depth below grade: feet
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
n/a
Dimensions:
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping: Date
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
n/a
Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
n/a
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Tight or Holding Tank(cont.)
Dimensions:
Capacity:
gallons
Design Flow:
gallons per day i
Alarm present: ❑ Yes ❑ No
Alarm level Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
n/a
*Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
Distribution Box(if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
level w/the bottom of the pipe
Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any
evidence of leakage into or out of box, etc.):
D-box 3' below grade and in average condition for its age. No adverse conditions
Pump Chamber(locate on site plan):
Pumps in working order: ❑ Yes ❑ No
Alarms in working order: ❑ Yes ❑ No
I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
M , 114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Citylrown State Zip Code Date of Inspection
D. System Information (cont.)
Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.):
n/a
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
Type:
® leaching pits number:
1
❑ leaching chambers number:
❑ leaching galleries number:
❑ leaching trenches number, length:
El leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
Leach pit video inspected. Approximately 1'of effluent in pit at time of inspection. Sidewalls appear
clean. No evidence of backup
i
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Cityj7own State Zip Code Date of Inspection
D. System Information (cont.)
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration
Depth—top of liquid to inlet invert
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy(locate on site plan)
Materials of construction:
Dimensions
Depth of solids
Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
n/a
Commonwealth of Massachusetts
. Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties
to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.
Locate where public water supply enters the building.
�9`
o,
m �
� 0
r
'%0 sc-N L I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M , 114 Peach Tree Rd
Property Address
Nardone
Owner's Name
Barnstable MA 02648 11/3/11
Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
❑ Check Slope
❑ Surface water
❑ Check cellar
❑ Shallow wells
Estimated depth to high ground water: feet
feet
Please indicate all methods used to determine the high ground water elevation:
❑ Obtained from system design plans on record
If checked, date of design plan reviewed: Date
❑ Observed site(abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health -explain:
❑ Checked with local excavators, installers-(attach documentation)
❑ Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Minimum adjusted ground water 11' per as built
TOWN OF BARNSTABLE
LOCATION reic h I f e°P A 01q G SEWAGE #
VILLAGE IBC d� M_ 1"l 1 II ASSESSOR'S MAP & LOT 6s7 Q CI
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 000 GGII)Idn — yN
-�- loot)
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS a --11�cAl
BUILDER OR OWNER 19 e ne Go 'Cplcin
PERMITDATE: COMPLIANCE DATE:
' Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
Ion site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by ��� 1.L�—'�
I{II 1tr:�K .
I
D
Q,� of a-3v a 3
IF 3
PERMIT M
LOCATIOtI iot 9 SE9IMAGE P E IT 0. -
VILLAGE
INSTALLER'S. NAME St ADDRESS
8UILDE -it 0R OWNER
i
DATE PERMIT ISSUED a -93
DATE COMPLIANCE ISSUEDI J�r
got/s
� 1
I \ J
M ol
x�
I
/
4
N ...........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
. .........OF. ........................................
Appliration for Uhipaiial Works Tomitraction thrmit
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal
S stem at Y
q..................... ................ jj.....- 40-r
.... ... ....................... .........................................................................
Location-Address
7—r
...................... .......................................................................... ..............
.................................
Owner ddress
. .................................. . ...IVA
........4407
..............— ST ..............
.................................. . .7....................
Installer Address
Type of Building Size Lotp;?Ot5�jq------"'Sq. feet,
U ms..........P.............................Expan ttic Garbage Grinder OAF 1
0-4 Dwelling—No. of Bedroo
Other—Type of Building ............................ No. of persons...................... r Cafeteria
P4
ns �ttic Gar'
---------- ..
----------------
Other fixtures .............................................................. .daily_ly.flo
..................... ................................
Design Flow.....110...............................gallons per person per day. Total daily flo .'3-35::�.........................gallons.
W W
1:4 Septic Tank—Liquid�capacity./O.O.gallons Length................ Width................ iameter--------------- Depth......_......__.
Disposal Trench—No..................... Width..._._ Length.................... To
Z ........ Total Ler , area....................sa. ft.
> ...Z............ Diameter.._........Y..... Depth below inlet...... .......... Total leaching areaY qi_ft_
Seepage Pit No..
0,
Z Other Distribution ox (X) Dosing tank
Percolation Test Results Performed by.......................................................................... Date.---.............._..........--------...
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water....................._..
Test Pit No. 2................minutes per inch Depth of Test Pit................._.. Depth to ground water.......................
..............................................................................................................................................................
0 Description of Soil........................................................................................................................................................7---------------
X
-----------------------------------------------------------*-------------- ........**---------------------------- -----------------------------------------------------------------
. ...........................................................................................................................................................................w..........................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
........................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with
the provisions of TL I TI U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until;a tificate of Compliance has De F(Tie.31th.b en issued,by the bop&d�p�
e .. .................................................... .........
........... .................
SignlO
P y..................
Application A oved By.................................................................................................. ...................................
Date
no
t t 0
plac
e ti
........ .....
C-S
Date
Date
system in -
operation
e
..........
e
Application Disapproved for the following reasons:......................................................................................................
..... .....
--Date
------- ...........
PermitNo......................................................... Issued................. . ..... .
..........................***--------**---------------------*--------- .. .......*-----------------------------------........
D e
----------------------------------------
A
Nos....I
......... ....... ......
... ...............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
... ...OF......c .........................................
............. ... .z��
Appliratiou for Uhipasal Workii Tomitrurtion runit
Application is hereby made for a Permit to Construct (VII, or Repair an Individual Sewage Disposal
"Sistem at
..N.1u4.ZW. ...............AP;..............I.....................................................
Location-Address
7'7- ....AV-.................................................................................................. .....
Owner Address
......... ......d.......am ................................... .............................4W e4cr 4�.IAIA
Installer Address
U
Type of Building Size Lot,�Q..A;-P...._Sq f
Dwelling—No. of Bedrooms...._._._____________________________Expansion eet
......4Z............................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons........_._..........._.__.. Showers Cafeteria
P4Other fixtures ......................................................................................................................................................
Design Flow.....110...............................gallons per person per day. Total daily flow.....:�!Ac) ...........gallons.
04 Septic Tank—Liquid capacitv./O.O.gallons Length................ Width................ Diameter................ Depth.............._.
Disposal Trench—No. .................... Width.....-K........... Total Length_............._ Total leaching area.._..--......____../ .sq. ft.
> .... ng Seepage Pit No. Diameter............ Depth below inlet......4.......... Total leaching area.f.. ....sq.-fL--
Z Other Distribution;�O/x...(...X---)_ Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit...__.............__ Depth to ground water..__.................__.
Test Pit No. 2................minutes per inch Depth of Test Pit..-_._....._...._... Depth to ground water.....................___
..............................................................................................................................................................
0 Description of Soil........................................................................................................................................................................
U ........................................................................................................................................................................................................
W
.........
ZVI
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
.......................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a-Certificate of Compliance has b n issue4. Py the bqwd,,of(5_ea1h.
S -e-d ........ AAka'-v'i,-
igg ..................................................... ........... - ...........
Date
Application � roved By................................................................................................. .................... . ..............
Date
Application Disapproved for the following reasons:.................................................................................I................................
.........................................................................................................................................................................................................
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
t
...............................I..........OF.....................................................................................
(9rdifiratr of Toutpliatta
T I ERTIFY, That the Individual Sewage Disposal S_stem constructed 010"or Repaired,
by....... .......
.. . In'tall .0. ..... ----
Installer .
at....... ............. ................./ . . ----------- ...... .................----------..............
....*--------
application for Disposal Works Construction Permit No...... ........ dated-.
has been installed in accordance with the provisions of TIT
VF 5-f h, ide scribed in the
S
..........;�o..... State Sanitary . ....... .......................
BE CONST THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE A GUARANTEE THAT THE
SYSTEM WILL �CTION SATISFACTORY.
Inspector.DATE................ ....................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF......................................................................................
No................... FEE..
to�raoTonotration runfit
Permission is reby grante ..... ...........�..................;'tv......................................................................................
-W to Constru t or Repair� an 1.ual ei&ag fsposal System
at No...__ ... ... ... .... ............... .......... ....................... .................................
7-------- -------- --------------
Street
as shown on the application for Disposal Works Construction Permit No........ ...... Dated..........................................
Street
....... . . .......
IV Board of Health
DATE..
-----------------------------------
FORM 1255 A. M. SULKIN, INC., BOSTON
t I
5%tJGLL- .FAMII;Y -3 BEORooM I a
', up C�attBAG6 GwrtDE2 SS' S� , ,u�°�
D�.►t_•( ,FLow :. ►lox 3s
SEPTIC � TAt.IK 330><154>% -49yG,P. o. �� ( fl : ►_�
u5s- l000
L 1 V4E IUoO GAL. •p
o1SPo5A P T �
5►pSWALL Aura - 1�ds•F � �/ f-.. _'';fiiH t
15o 6.F X �•5 = 37 5 G,PP 1 f
50TTOM AREA-- O SF• � , ,_
'ToTA1- DESI(IN s ,e;.25 G-P•D.
-roTAL TDA FLOW 330 G.PD
/ fits•
PE2GoL.ATloW PATE : I"IM 2MIN OP-LE55 f
/ 66o
f
1-01
OF
OF k
At
ALLAN
Fi1CHARD W.A. R IT 12� 1�
Z� SAXTER a JO ES 'PLO.24048 251it
.,.
0
('Q1STQ�� I .
su
't' `�T F(, �fic T4P FNp=C�2
LoAw
S���df✓ o0o BOA I $GNlo TANK
GAL.
PIT INY. INV.
WASNGD .
CEQ.TIFIGC PLoT ` P1..A1J•
No SCALE SCALE I� 100.- �-U•
90 REF 6QEN C'E
1 CERTIFY ?HAT 'SHE ' �kwSJ . 5N0WN
N�.REON GoMPuYS yJITN'THE `SIpEL1NE t. _.•,. � ,
N'rie •Q F -C µ E ,. .• t.�0 - ; 1 1
TowN o�- f2a�,TAA-r3�a AN-D IS NUT
L.00, .TED WITNI T E FL oD PL• IN
DATEJ'+ -fa•3
BAWTSv-e WYL- INC-
' R.EG 1 S•t'EQE.�'►.AN D S u R.v E`w'oZS
•Tu15 PL&.NI IS W T gnSFp ob Af.J os'I-E2vILL.E• - MASS. `
�1u5•t-R,uM�►•IT 5v2v> Y �'rNE oFFSE�•5 Slto�l,� '
No't i3E v5E.OTC DETE7,tl\1 4G Lo•'r t-INES APPLIGA►,�T
co,
03,
for)
0 9-f- 7
�C 54AYS
la-7
cz
t dofz
0 J
COMMONWEALTH OF MASSACHUSETTS GS/
A
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
a
i
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 114 Peach Tree Road,Marstons Mills ,
Owner's Name: Geraldine Coleman ✓ a2 -21
'
Owner's Address: 25 Angelos Way Mashpee,MA 02649
Date of Inspection : 08/03/05
3:
Name of Inspector: Michael T.Bisienere
Company Name:A&K Septic Systems Plus
yam,+J
Mailing Address: 565 Carriage Shop Road,East Falmouth,MA 02536
Telephone Number: 508-540-6706
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported
below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
x Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: _ Date: 08/05/05
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000
gpd or greater,the inspector and the system owner'shall submit the report to the appropriate regional office of the
DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving
authority.
Notes and Comments: System functioning fine.There is no evidence of failure criteria. System consists of 1000
gallon tank with d-box and 1000 gallon precast leaching pit.
****This report only describes conditions at the time of inspection and under the conditions of use at that
time.This inspection does not address how the system will perform in the future under the same or different
conditions of use.
Page 2 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection:08/03/05
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
x I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303
or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
B. System Conditionally Passes:
One or more system components as described in the"Conditional Pass"section need to be replaced or
repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.
Answer yes,no or not determined(Y,N,ND)•in the for the following statements. If"not determined"please
explain.
The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally
unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the
existing tank is replaced with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
ND explain:
Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with
approval of Board of Health):
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
Page 3 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection:08/03/05
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system
is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the
system is not functioning in a manner which will protect public health,safety and the environment:
_ Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the
system is functioning in a manner that protects the public health,safety and environment:
_ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a
surface water supply or tributary to a surface water supply.
— The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply.
_ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
_ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a
private water supply well".Method used to determine distance
"This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this form.
I
3. Other:
Page 4 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address:114 Peach Tree Road
Owner: Coleman
Date of Inspection: 08/03/05
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes No
x Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
— x Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
x Liquid depth in cesspool is less than 6"below invert or available volume is less than'/z day flow
x Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped
x Any portion of the SAS,cesspool or privy is below high ground water elevation.
x Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
x Any portion of a cesspool or privy is within a Zone 1 of a public well.
x Any portion of a cesspool or privy is within 50 feet of a private water supply well.
x Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. [This system passes if the well water analysis,
performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria
are triggered.A copy of the analysis must be attached to this form.]
no (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as
described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of
Health to determine what will be necessary to correct the failure.
E. Large Systems:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000
gpd•
You must indicate either"yes" or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
yes no
— the system is within 400 feet of a surface drinking water supply
— _ the.system is within 200 feet of a tributary to a surface drinking water supply
the system islocated in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped
Zone II of a public water supply well
If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered
"yes"in Section D above the large system has failed. The owner or operator of any large system considered a
significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR
Page 5 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection:08/03/05
Check if the following have been done.You must indicate"yes"or"no"as to each of the following:
Yes No
x _ Pumping information was provided by the owner,occupant,or Board of Health
x Were any of the system components pumped out in the previous two weeks`
x — Has the system received normal flows in the previous two week period"!
x Have large volumes of water been introduced to the system recently or as part of this inspection
x Were as built plans of the system obtained and examined?(If they were not available note as N/A)
x _ Was the facility or dwelling inspected for signs of sewage back up 7
x _ Was the site inspected for signs of break out%.
x _ Were all system components,excluding the SAS,located on site n..
x _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the
condition of the baffles or tees,material of construction,dimensions, depth of liquid,depth of sludge and depth of
scum
x _ Was the facility owner(and occupants if different from owner)provided with information on the
proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System(SAS)on the site has been determined based on:
Yes no
x_ Existing information.For example,a plan at the Board of Health.
x _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of
distance is unacceptable)[310 CMR 15.302(3)(b)]
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection:08/03/05
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 3 Number of bedrooms(actual) : 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330
Number of current residents: 1
Does residence have a garbage grinder(yes or no):no
Is laundry on a separate sewage system(yes or no): no [if yes separate inspection required]
Laundry system inspected(yes or no): no
Seasonal use: (yes or no):no
Water meter readings, if available(last 2 years usage(gpd)): 04124
Sump pump(yes or no): no
Last date of occupancy: current
COMMERCIALA DUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): gpd
Basis of design flow(seats/persons/sgft,etc.):
Grease trap present(yes or no):_
Industrial waste holding tank present(yes or no):—
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings, if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information:no information available
Was system pumped as part of the inspection(yes or no):
If yes,volume pumped:,How was quantity pumped determined?
Reason for pumping:
TYPE OF SYSTEM
x Septic tank,distribution box, soil absorption system
_Single cesspool
_Overflow cesspool
_Privy
_Shared system(yes or no)(if yes,attach previous inspection records,if any)
_Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be
obtained from system owner)
Tight tank _Attach a copy of the DEP approval
_Other(describe):
Approximate age of all components, date installed(if known)and source of information: 1983,owner
Were sewage odors detected when arriving at the site(yes or no):no
f
Page 7 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION,FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection: 08/03/05
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction:_cast iron _40 PVC_other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints,venting, evidence of leakage, etc.):.
SEPTIC TANK x (locate on site plan)
Depth below grade: 12"
Material of construction: x concrete_metal_fiberglass_polyethylene
_other(explain)
If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of
certificate)
Dimensions: standard 1000 gallon tank
Sludge depth: 1"
Distance from top of sludge to bottom of outlet tee or baffle: 23"
Scum thickness: 2"
Distance from top of scum to top of outlet tee or baffle: 10"
Distance from bottom of scum to bottom of outlet tee or baff1e:20"
How were dimensions determined: field instruments
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.):Recommend pumping every two years. Structural integrity is
fine.Liquid levels in relation to tees are fine and there is no evidence of leakage.
GREASE TRAP: NA locate on site plan)
( P )
Depth below grade:_
Material of construction:_concrete_metal_fiberglass_polyethylene_other
(explain):
Dimensions:
II Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
Page 8 of I 1
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection: 08/03/05
TIGHT or HOLDING TANK: NA (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass_polyethylene other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches, etc.):
DISTRIBUTION BOX: x if presen
t t must be opened)(1ocate on site plan)
Depth of liquid level above outlet invert:workinglevel
Comments(note if box is level and distribution.to outlets equal, any evidence of solids carryover, any evidence of
leakage into or out of box, etc.):Box is level and there is no sign of solids carryover or any sign of leakage.
PUMP CHAMBER: NA(locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes or no):
Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.):
Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection: 08/03/05
SOIL ABSORPTION SYSTEM.(SAS): x (locate on site plan,excavation not required)
If SAS not located explain why:
Type
x leaching pits,number:I
leaching chambers,number:
leaching galleries,number:
leaching trenches,number, length:
leaching fields,number, dimensions:
overflow cesspool,number:
innovative/alternative system Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure,level of ponding, damp soil, condition of vegetation,
etc.): 1000 gallon precast leaching pit.No sign of hydraulic failure. Condition of soil and vegetation is fine. Cover
down 1'.
CESSPOOLS: NA (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth—top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.):
PRIVY: NA (locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.):
f
-
r
. Y
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS -
- , R
L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM -
PART C
SYSTEM INFORMATION(continued)
Property Address: 114 Peach Tree Road
Owner:Coleman
Date of Inspection:08/03/05
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building.
6
i
16 4 d 9,lien
h
El
03
a 3�,
i a sA.
a.
—
- OFFICLAL INSP-ECTION FORM-NOT FOR VOLMTARY ASSESSMENTS_ =s
SUBSURFACE SEWAGE DISPOSAL SYSTEM,INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 114 Peach Tree Road
Owner: Coleman
Date of Inspection: 08/03/05
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 20+feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked, date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain:
Checked with local excavators,installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
USGS groundwater maps and charts
I
JOr, r� t
��f.ti I�CLoJrJU
1E IES 1E
MARSTONS MILLS, MASSACHUSETTS Y1107
PROTECT ARCHITECT: JOHN I. CRONIN, AR GENERAL CONTRACTOR* EDGEHILL CONSTRUCTION
BOB McGRATH NEEDHAM, MA
THE MZO GROUP
STONEHAM, MA
IISI Of DRAWINGS
1 FOUNDATION & FIRST FLOOR PLANS
2 SECOND FLOOR & ROOF PLANS
3 ELEVATIONS
4 SECTIONS
Fl FRAMING PLANS
FZ FRAMING PLANS
_ GI GENERAL NOTES
I I I L-Lj[
- � Iql
L-J I L�,, Li 1.--
"The M70 Group �— -� _,
PROTECTION
BOARD OVER
BACK FILL DAMPROOFING
10'THIC'K CONC. BACK FILL TO
WALL -III— I(-1I, i 1-1I I—I TIC I r�
I FINISH GRADE I
GRAVEL =I I I— I 10"THICK GONG. _
- I—II
WALL i 1
SOIL RBED�--� I�TI I GRAVEL _ ENE RED
1=
SMALL. I UNDISTURBED
=I II(— SLAB ■
STONES1 SOIL i—III 1O E
_—� SMALL O
o d.
RIGID INSULATION _I I I_r�j i Ii STONES �I I I /�/ P. S
FOOTING
KEY _)
DRAINAGE I I�I_ III III 111- - - Fo
PIPE W/FILTER
FABRIC =1 O DRAINAGE _ b 20• I=1I PIPE W/F LTER u
FOOTING DEPTH FABRIC N
(4'-O'MIN.BELOW = =I I I i- -I I —_ FOOTING DEPTH = $
FROST OR TO !=I I I I I—I I I I I—III=III—III—III=III (4 O"MIN.BELOWI—_-I ■
UNDISTURBED SOIL) GRADE OR TO I-1 I i i I-1 I I I ICI I I—III—III—III—I I I { r=/ 5 n
■ N
UNDISTURBED SOIL)
CONCRETE FOOTING CONCRETE FOOTING A s
SCALE:1' =T-0' SLAB ON GRADE .� SC :r =T-o FULL BASEMENT °
OR FROST WALL g
� 7
4 8
4 4 4 4 4 4 o HµCNITEC�
24-0" � �
24'-0" a Se
—5" 11'-7" 10'-O"
ON f AIT� '
7-6
8"DIAMETER
\ \\ STRUCTURAL/
----------------- -- --- 7� DECORATIVE 12 DIAMETER I v
9'-0° 1 COLUMN I IGONGRETE-FILLED I I
O ----JSONOTUBE,MINIMUM 4 ---J b
I i i— LINE OF BELOW FINISHED GRAZE ^,
iTl I gy, DECK ABOVE irl b iYl V/
1 - -- -- --- -- -- -- - --- -- --
•f' -- --- ---- --------- --I •� •r���/�
2 iy I S'. I G II b I i VI ri
5 i ry+ i cYl 9' II"
4 l9 h 4 4 r
Qs I I I I I
4' ° +69 1 2 �' wvuNG
CLOSET FLOOR '4'TOP OF NEW FOUNDATION WALL i i I r----------- --
I TO BE 1- BELOW TOP OF I ` I I I 1 I
ANGLED ! EXISTING
4*4
1 UP 5 (4)2X6 POST J
1 RISERS EXISTING FOUNDATION V F
0
i 1 UP 12 I I TO REMA N irl 3
RISERS RNUNG 3 i
TOP C F NEW FOUNDATION W 6LL
TO BE 14:BELOW TOP OF
_ EXISl1 G
4'-O" 6-10" 11'-6' 1 11O„
Family Room 2-Car Garage
I I
• I
EXISTING ---�
FILL FOR SLAB
i I r'1
1 i •�
REMOVE EXISTING WINDOWS
ALONG THIS WALL AND
INFILL OPENINGS J
NOTE:A GONG SLAB W/6 X 6 X 10/10 I ' 10`THICK CONCRETE
(4)2X4 POST W.W.M.REINF.OVER 6"MIN.COMP, (4)2X6 POST
(I FOUNDATION ON
GRAVEL. (PITCH TO DRAIN) ^
20"X 10•CONTINUOUS W~ i i CONCRETE FOOTING
------
NOT I ------------------- ..
THE CEILING OF THE GARAS15 v
I THE WALL5 BETWEEN THE O
GAQAGEAWOWELLING
REQUIRE A SINGLE LAYER I TOP OF NEW FOUNDATION �`
DOOR LOCATIONS WITH i 'I TO BE 1-4"BELOW TOP OF WALL O
OF Sib'TYPE x GYP.BD. INFILL EXISTING GARAGE �j
CONCRETE BLOCK I I EXISTING DROP FOUNDATION r
-_____WALL12'ATDOO
9/O X 6/0 CARRIAGE DOOR 9 -- -/0 X /O CARRIAGE DOOR -------------- -- ---- ------ ---- . ' r0
INDICATES EXISTING FOUNDATION WALL
- — - ------------ --------------------------- ----
EXISTING PARTITION WALL
FOOTING NOTE
ALL FOOTINGS MUST BE PLACED ON UNDI5TURBED
. . .• SOIL OR COMPACTED FILL BUT IN NO CASE LESS
NEW 2X4 PARTITION WALL 2 1" �J-0" 1'-10° 9'-O" 1" INDICATES NEW FOUNDATION WALL` 1'-1 9^6" 1'-4" 6" T O', THAN THE FROST LINE DEPTH,4'-O"MINIMUM. Date/Drawn by
NEW 2X6 PARTITION WALL 24'-O" CONTRACTOR TO VERIFY SOIL CONDITIONS UNDER 2/1/07
ALL FOOTINGS.
?�'-O" Date/Revised by
3 2 1 3 2 1
4 4 4 4 4 4
e
b FIRST FLOOR PLAN FOUNDATION PLAN
n n
N°O.. 5373
x
0
s.
.o
e
o The MZO GROUP
b
H
b
i
I
I
i
i
e
s
d
� W 1
o � N �
P4 � 7
N �'1
o 0
0
3 2 1 N
4 4 4 4 4 4
24'-O" ■
O` ■ N
to ■
0
� n i
N
n
Deck s
b ` y
I 5'HIGH i AL
�r 10-1/2:12 10-1/2:12 5 ,5 I I WALL Sitting Ar6a ... ,'tEA�s
4
5'H H i
I , U
-- -- ---
(4)2X6 LARGHED__ ____ (4)2X6 V/
POST BOOKS I i POST
OPENING-SEE
SECTION i Q
l C I
F L g GEILING -6 I •�/� n
Ul I EXISTING ROOF iw)
�j O TO REMAIN --- ARCHED CASED
OPENING-SEE
--- SECTION
NEW WALL BUILT --------
ON EXISTING ROOF -- %
-1_- Master Bedroom ; o
� EXTEND EXISTING L DOWN 12
TO UNDERSIDE OF EW RISE
ROOF a-O'HIGH n +J
61 i X WALL WITH on I OrA
Z 1HAL WAY CEILING IN ry N FOOD G 1
cad
STORAGE
CLOSET �4 Q I (4)2X6
(4)2x6 Master Bath
POST --------- r cE&UN---m cua-- --- I—
lz
_ POST
i 9'CEILING i
m
ANGLED
SHELF ' 5' IIGH
W l_L
10-1/2:12 10-1/2:12 4 3'X }�
4 4 1 I 5'HIGH WHIRLPOOL Y /
I i WALL (g i TUB i '4 to I
I1 i I)
LrL S T
EXISTING PARTITION WALL 6' 0 HIGH JJ
WALL
NEW 2X4 PARTITION WALL
o
O n
4 4 4 4 4 4
0 0 �
PROOF PLAN SFEGOND FLOOR PLAN
1/4"=1'-O" 1/4"=1'-O" Date/Drawn by
O 2/1/07
r Date/Revised by
0
.o
O
'p
G
NO.
JOB 5373
Gi
O
Y
4
b
N
0
The MZO GROUP
b
x
a
ALL WINDOWS ARE ANDERSEN TILT—WASH
400 SERIES UNLESS OTHERWISE NOTED.
ANY SUBSTITUTIONS AND/OR DEVIATIONS
TI.ASPHALT SHINGLES TO MUST BE APPROVED BY ARCHITECT AND
,.I t
MATCH EXISTING OWNER F--�
a
- _- (D
Ij
ELEVATION NOTES
12 T _ ROOFIt 1 ; 0
FW033655 FWG6068L 10 1/2 1'2 ARCHITECTURAL GRADE ASPHALT SHINGLES +
lO 1/2 4LUM.DRIP-MANUFACTURERS
ALL ROOF EDGES PROVED YMENT N ■
ALUM.STEP FLASHING AT ALL SIDEWALL/ROOF INTERSECTIONS 1`I ■ s
-FLASHING AND OUNTERFLASHING AT ALL MASONRY { 5 N
L'uff r / - - - VENEEWSIDEWALL/ROOFING INTERSECTIONSlilt ° a ■
�i -LOW PROFILE RIDGE VENT-ICE AND WATER SHIELD AT ALL N
/ EAVES,HIPS,VALLEYS,RAKES,ROOFAVALL INTERSECTIONS H y w
AND OVER ENTIRE ROOF WHERE PITCH IS LESS THAN 4:12 ■
IL>� I i T 4.
CW245 EXTERIOR WALLS: A
MASTER SUITE _ W
MASTER SUITE YeTYFLFLa
FLOOR LEVEL -FLOOR LEVEL EXISTING SE�E� TION5HFOR LOCATION O MATCH
L-Li'
l9 Ji II I I lilt I I I I I I I I $
Z EXTERIOR IO TRIM; p°
1XG CORNER IIIIIT -1X6 ORNER BOARDS
BOARD(TYP) -� r -1X2 SHADOW 80ARD OVER 1X10 RAKE
/ T I I I I I I I { -1X3 SHADOW BOARD OVER UC10 FACIA TYPICAL _ e
SHINGLE SIDING TO \ -
iXG CORNER -OTHERS AS INDICATED
MATCH EXISTINGL_L_ -ALL DIMENSIONS GN/EN\ r BOARD(TYP) °hw sy a ✓
\ 1 CON51 ERATION MUST BE TAKENN FOR FINISH FLOOR MATERIALS.
SHINGLE SIDING TOE TO ROUGH O
EXISTING FIRST FLOOR LEVEL EXISTING FIRST FLOOR LEVEL CWIS 1111111fill5 MATCH EXISTING CONSULT W/OWNER FOR ANY REQUIRED REVISIONS.
/
/ - - - - o
J I I
I I l I i I I
I I i L LJ LJ V/
i
REAR ELEVATION ------------ RIGHT ELEVATION
n •r..i
s
T:. V/
ASPHALT SHINGLES TO
L
MATCH EXISTING
T
12 A21 A21lilt I
—
101/2 p , [ I,'. 101/2
I it SOFFIT IA FAC
r
A21 DETAIL TO MATCH Q _
i EXISTING
r _ _
l _ __ ------ ET�6
MASTER SUITE r -- --�-
-- - - - - FLOOR LEVEL
T -
; STANDING SEAM _
METAL OR COPPER o
OUTLINE OF EXISTING I = - — - - -- - - 1X6 CORNER JJ
FAMILY ROOM - I BOARD(TYP) !�
T --
i CLAPBOARD SIDING
TO MATCH EXISTING
- - - - - - — - - - AT FRONT,ONLY
Date/Drawn by
I I 2/1/07
I Date/Revised by
i
FRONT ELEVATION
LI
a
a..
LEFT ELEVATION
d
1/4:=T-O'
NO 5373
a
0
0
A
41
b
i'.
0
The MZO GROUP
x
SECTION NOTES:
ROOF SYSTEM: o
-2X ROOF RAFTERS @ 16.O.C.(SEE FRAMING PLANS)
-5/8'GDX PLYWOOD ROOF SHEATHING g
GONTINUOUS INSULATION BAFFLE,PROVIDE 2"AIR SPACE
-MIN.R30 FIBERGLASS BATT INSULATION WITH 4 MIL.POLY ,
VAPOR BARRIER AT CONDITIONED SIDE AT CATHEDRAL P-4
RAFTERS SEE AREAS OR WHERE FINISH CEILING APPLIED TO UNDERSIDE
FRAMING 12 OF ROOF FRAMING
-1/7 GYPSUM WALLBOARD W/SKIM GOAT PLASTER AT
1O 1/2 CATHEDRAL AREAS OR WHERE FINISH CEILING APPLIED TO O
UNDERSIDE OF ROOF FRAMING,PAINT nJ p N
1X6 2"TIES @ 3 O,G. - - -, FLOOR SYSTEMS. (M�1
CEILING JOISTS- 12 1XG TIES @ 37 O.G. V z
-FLOOR JOISTS AS INDICATED ON FRAMING PLANS 6 O
SEE FRAMI -3/4"ADVAN-TECH'OS8 SUBFL OOR GLUED AND NAILED
10 1/2 O
POST TO LIVE VALLEYS s TO JOISTS
SEE DETAIL 1 5-0'RADIUS -MIN R19 BATT INSULATION OVER UNHEATED BASEMENT
-FINISH FLOORING AS SELECTED OVER REQUIRED N �' ■
UNDERLAYMENT S
BOXED GENERAL
�' ■ �
ARCTION# It -ROOF TRUSSES,PREENGINEERED FLOOR SYTEMS,BEAMS✓ POSTS
2ND FLOOR ARE TO BE INSTALLED IN CONFORMANCE WITH MANUFACTURES Uti
4$" HANDLING,BRACING AND INSTALLATION INSTRUCTIONS.ALL
PLAN
WALK—IN DIMENSIONS GIVEN ARE TO ROUGH FRAME.CONSIDERATION MUST
Q WALK—IN MASTER 4 MASTER A
61 __.__ __ BE TAKEN FOR FINISH FLOOR MATERIALS.CONSULT W/OWNER p�1
Q FOR ANY REQUIRED REVISIONS. 6
CLOSET �' CLOSET � BATH BEDROOM
Q EXTERIOR WALLS N
U) G ED [11 2X4 STUDS @ 10 O.C.(EXCEPT WHERE NOTED,SEE PLANS,SECTIONS c
MASTER SUITE O ENING MASTER SUITE �� -11/2OSB D' LPLYWOOD SHEATHING y
_FLOOR LEVEL 12 — FLOOR LEVEL —
-TYVEK HOUSE WRAP
10 1/2 D All -UNFAGED HIGH PERFORMANCE R15 FIBERGLASS BATT INSULATION
-DAar
4 MIL POLYETHYLENE VAPOR BARRIER'. Ana
FLOOR SYSTEM-SEE FRAMING FLOOR SYSTEM-SEE FRAMING
_____, -1/2 GYPSUM WALLBOARD W/SKIM COAT PLASTER,PAINT
r
WINDOW HEADERS: !/y
-(2)2X10'S UNLESS OTHERWISE NOTED
l�9 M INTERIOR WALLS;
2XG STUDS ma)10O.C. i GAIN`G E i Z GA1�AG E -2X4 STUDS AT 16"O.G.
-1/27 GYPSUM WALLBOARD W/SKIM GOAT PLASTER,PAINT
----� — _� -V2'MOISTURE RESISTANT GYPSUM WALL BOARD IN WET AREAS
�
EXISTING FIRST FLOOR LEVEL `-----' EXISTING FIRST FLOOR LEVEL — — — — _ — — -1/2'TILE BACKER'.BOARD FOR TILE AND STONE FINISH AREAS.
— — — — —
-INSTALL SOUNDATTENUATING BATT INSULATION AT PLUMBING
— co — — WALLS AND BATHROOM WALL-5
BASEMENT: V
-CONTINUOUS CONCRETE FOUNDATION WALL AND FOOTING WITH
KEYWAY AS SHOWN ON FOUNDATION PLANS W/TUFF'N DRI
WATERPROOFING AND FOUNDATION PROTECTION SYSTEM COMPLETE `
-4"REINFORGED CONCRETE SLAB OVER 6 MIL POLYETHYLENE VAPOR W
Q Z 957 BARRIER ON WELL COMPACTED GRAVEL,SEE FOUNDATION PLAN FOR
SECTION Z SECTION REINFORCING
� � -2X6 OVER 2X6 PRESSURE TREATED SILLS OVER CONTINUOUS SILL SEAL
1 2 -1/2'ANCHOR BOLTS AT 6-O"D.G.,17 MAX.FROM EACH CORNER •
0
O
12 �•{
101/2 v
CEILING JOISTS- RAFTERS-SEE
SEE FRAMING FRAMING
F-11 -----------------
------- - -----------
12 16-0'RADIU F
/j C T `��� i -' d Z �' I ARCHED O ING IN r�
101/2 L �—Il 12 _ — It FOREGROU V/ANGLED SHE F
1"TIFTIM
BEYOND �; ��°, I I I I I 101/2
r 1r7 7rt7
STORAGES It pit +—IIR—+ III _
CLOSET 4 L1J�L1�1JJ b
- - io
i O
MASTER SUITE
_ FLOOR LEVEL _ _ L EFJI� 1 11 1 u I
FLOOR SYSTEM-SEE FRAMING _____ ____ FLOOR SYSTEM-SEE FRAMING
9' FAMILY ROO O
FLOOR SYSTEM-SEE FRAMING BEYON2 Fi
ZZ) SECTION
2X6 STUDS @ 10 O.C. STAIR NOTES: )II � 2X4 STUDS @ 16'O.C. 4 EXISTING
12 RISERS AT 8"+/- li i` v4 r o FAMILY
ILY ROOM CL-
TREADS= g" �I I M FOREGROUND r
NOSING TO NOSING U HALL GARAGE r�
EXISTING FIRST FLOOR LEVEL V1
- — —G/—�fVAGL-- (3)2X12STRINGER d U
0 5- O _ 2/1/07
'I BLOCKING ?off[ STAIR NOTES: Date/Revised by
-----------
HANGER 2X6 —
----------- --- - }—t
dY Z �— INDICATES OUTLINE OF S I 9 RISERS AT 8"
EXISTING FAMILY ROOM EXISTI — 2X10 GEIUNG JOIST TREADS=0'
BEYOND FOUND TI N Y
I NOSING TO NOSING
BEYON 2x6
I —
ti STRAPPING
W 8X6-7 OR
y, SECTION BEAAM(SETFERAMING) SECTION JOB 5373
i GWB ( 5 k— NO.
3 DETAIL �J 1,4"_,'-0
O
A 4
v0 The MZO GROUP
a
e
1
BEAD") SIGHEDUL.E FRAMING NOTES:
ID DESCRIPTION QUANTITY FIELD -THIS DRAWING 15 A GRAPHIC REPRESENTATION OF THE DESIGN CONCEPT FOR FRAMING THIS STRUCTURE. IT 15 NOT
7 X 4 01 (1)1-3/4" 9-1/4"MIGROLLAM 8
2 W 8 X STEEL 1 INTENDED TO SHOW EACH INOMDUAL FRAMING ELEMENT AND/OR CONNECTOR REQUIRED TO CONSTRUCT THE
0
0:2 W 8 X 40 STEEL 1 FRAMING,ACCORDING TO APPLICABLE CODE,CONSISTENT WITH THE INDICATED ALIGNMENT AND CONFIGURATION OF
03 (2)2 X 125 1 SUCH WORK SUCH WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER TO CLEAR ALL
04 (2)1-3/W X 1I-1/47 MIGROLLAMS 1 085TRUCTIONS,PERMIT PROPER CLEARANCES FOR THE WORK OF OTHER TRADES,AND PRESENT AN ORDERLY
05 (2)PT 2 X 10'S 1 APPEARANCE WHERE EXPOSED.
A NOT SCALE THIS
A CONTRACTOR- SHALL NS DRWING FOR THE LOCATION OFA FRAMING MEMBERS OR COUNT FRAMING
Oro (2)2 X 12'S 1 � ■
06A (2)1-3/W X 9.1/4'MIGROLLAMS 1 MEMBERS AND/OR HANGERS OR OTHER ITEMS FOR ESTIMATING. REFER TO THE FLOOR PLANS,ELEVATIONS AND N o
O'7 (2)1-3/4'X 11-7/8"MIGROLLAMS 2
SECTIONS FOR DIMENSIONS AND HEIGHTS.
TOTAL 13 ANY DISCREPANCIES OR INCONSISTENCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION.
ALL FLOOR JOISTS.RAFTERS,It CEILING JOISTS @ 16 O.C.UNLESS OTHERWISE NOTED. ■
-PROVIDE SOLD BLOCKING AT ALL BEARING POINTS THROUGH STRUCTURE TO FOUNDATION.
DOUBLE ALL JOISTS BELOW PARTITIONS PARALLEL WITH JOISTS. rya 8
PROVIDE MID-SPAN BRIDGING AT ALL SPANS OVER 10-0.
-PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL OPENINGS UNLESS OTHERWISE NOTED. O
-PROVIDE(2)2X8 HEADERS AT ALL WINDOWS AND DOORS UNLESS OTHERWISE NOTED. �1
-ALL FRAMING LUMBER 850 FIBER STRESS,E-42 MILLION P.S.I. + `I ■
T 11CROLIAPM,PARALLAM'AND ALLJOI5T SERIES FLOOR JOIST(AIS)ARE REGISTERED TRADE MARKS,ANY ■
SUBSTITUTIONS OF OTHER BRAND BEAMS AND/OR FLOOR JOISTS MUST BE CHECKED AND VERIFIED BY SUPPUEP_ a ■
-ALL 4-PLY OR MORE ENGINEERED WOOD BEAMS MUST BE THROUGH BOLTED PER MANUFACTURERS N 00
RECOMMENDATIONS. z H
MIANUFACTURERS SPEGIFICAT10N5 REGARDING INSTALLATION MUST BE FOLLOWED FOR A.L ENGINEERRED WOOD L A ■
PRODUCTS•AND FASTENERS. 1 '
-JOIST HANGERS ARE SHOWN FOR DESIGN INTENT ONLY,AND ARE NOT AL--INCLUSIVE.CONTRACTOR TO SIZE
HANGERS APPROPRIATELY FOR MEMBERS BEING ATTACHED.
-CONSULT ARCHITECT FOR SIZES OF ANY HEADERS,POSTS OR OTHER STRUCTURAL MEMBERS NOT SPECIFICALLY O �
NOTED ON DRAWINGS. `�-
-CONTRACTOR TO PROVIDE HEAVY GAUGE METAL CONNECTORS AT ALL BEAM-TO-POST AND BEAM-TO-BEAM c
CONNECTIONS.
CONTRACTOR TO PRONADE'SIMP50N STRONG-TIE'OR EQUAL JOIST HANGERS AT ALL FLUSH FRAMED JOIST-TO-BEAM
2 CONNECTIONS. ` _ �a`
3 1 3 2 1 ,
4 4 4 4 4 4
EXISTING CONDITIONS: «
t
WHERE THE WORK 15 TO FIT WITH EXISTING CONDITIONS OR WORK TO'BE PERFORMED BY OTHERS,THE CONTRACTOR ,?v E AiSO�ya
SHALL FULLY AND COMPLETELY JOIN THE WORK WITH SUCH CONDITIONS OR WORK,UNLESS OTHERWISE SPECIFIED.
-UNLESS SPECIFICALLY AUTHORIZED OR CONFIRMED IN WRITING BY THE OWNER,THE ARCHITECT SHALL NOT BE ^,
REQUIRED TO PERFORM OR TO HAVE OTHERS PERFORM DESTRUCTNE TESTING OR TO INVESTIGATE CONGEALED OR
O5 _ UNKNOWN CONDITIONS. IF THE OWNER DOES NOT PROVIDE DOCUMENTATION OR INFORMATION BEYOND THAT WHICH 6 V
APPARENT BY NON-INTRUSNE OBSERVATIONS OF THE EXISTING FACILITY AND THE OWNER DOES NOT CONTRACT WITH
O Q THE ARCHITECT OR OTHERS TO PERFORM DESTRUGTVE TESTING OR TO INVESTIGATE CONGEALED OR UNKNOWN
CONDITIONS,THE OWNER SHALL ASSUME SOLE RESPONSIBILITY,INCLUDING THE COST OF CHANGE IN SERVIGE5 OR
AW i ZONAL SERVICES OF THE ARCHITECT,IF ANY,FOR ALL UNKNOWN OR CONGEALED CONDITIONS THAT ARE
PT O 16 C.C. I ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE GRANGES IN THE DESIGN OR CONSTRUCTION OF THE PROJECT, Fj-{
...... ........................... ....................................................
... . LEG _D
2 2 f up B FRAMING MEMBER 1�
2X 1 O.G. I I dp N II
5 3 I f pp pp NN 5 OVERFRAMED MEMBER -------- NJ
4 ai 4 4 ¢ JL JL JL W
FLUSH BEAM
16 DROPPED BEAM/HEADER
o
' I
v I s �� ..............................................................w: POST
? ABOVE
ro
�Q T POST ■ O
JOIST HANGER JL O
� Q WALL/PLUMBING ABOVE . . . . . . . . !■r"'�
- I Vuj1
NOTE:
---- - ,, AJ520$AJS25 ARE INDICATIONS
--- 03 I FOR'ALLJOIST PRODUCTS BY
------ -- BOISE CASCADE
04
AW
: ..
ev
o
;..:. .......................-......................
,.. . ...
.....
...................... :
O� W
:..................
................
07 07 .......................
� :::::::::::::: Date/Drawn by
..
2/1/07
....................... Date/Revised by
e 3 2 1 3 2 1
e 4 4 4 4 4 4
.o
d
m
O
w, Second Floor Framing Plan First Floor Framing Plan JOB
n NO. 5373
_ F1
0
H
b
d
o The MZO GROUP
b
b
x
_ IIi I Ali
BEAM SCHEDULE FRAMING NOTES:
ID DESCRIPTION QUANTITY FIELD -THIS DRAWING 15 A GRAPHIC REPRESENTATION OF THE DESIGN CONCEPT FOR FRAMING THIS STRUCTURE. IT 15 NOT
OI (t)1-3/4'X-9 1/4"MICROLLAM 4 E
02 W 8 X 67 STEEL 1 INTENDED TO SHOW EACH INDIVIDUAL FRAMING ELEMENT AND/OR CONNECTOR REQUIRED TO CONSTRUCT THE
02A W 8 X 40 STEEL 1
FRAMING,ACCORDING TO APPLICABLE CODE,CONSISTENT WITH THE INDICATED ALIGNMENT AND CONFIGURATION OF
03 (2)2 X 125 1 SUCH WORK SUCH WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER TO CLEAR ALL
04 (2)1-3/4'X 11-1/4'MIGROLLAMS 1 OBSTRUCTIONS,PERMIT PROPER CLEARANCES FOR THE WORK OF OTHER TRADES,AND PRESENT AN ORDERLY
051 (2)PT 2 X ics 1 APPEARANCE WHERE EXPOSED.
06 (2)2 X 12S 1 -CONTRACTOR SHALL NOT SCALE THIS DRAWING FOR THE LOCATION OF FRAMING MEMBERS OR COUNT FRAMING
AMEMBERS AND/OR RANGERS OR OTHER ITEMS FOR ESTIMATING. REFER TO THE FLOOR PANS,ELEVATIONS AND eo
06A (2)1-3/4'X 9-1/4"MIGROLLAMS 1 N g
07 (2)1-3/4'X 11-7/8'MIGROLLAMS 2 5EC WNS FOR DIMENSIONS AND HEIGHTS. O d a
TOTAL 13 ANY DISCREPANCIES OR INCONSISTENCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION.
ALL FLOOR JOISTS,RAFTERS,Ir CEILING JOISTS @ 16 O.G.UNLESS OTHERWISE NOTED. ■
PROVIDE SOLID BLOCKING AT ALL BEARING POINTS THROUGH STRUCTURE TO FOUNDATION. `� a
-DOUBLE ALL.JOISTS BELOW PARTTION5 PARALLEL WITH JOISTS. V �°
PROVIDE MID-SPAN BRIDGING AT ALL SPANS OVER lO-O.
PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL OPENINGS UNLESS OTHERWISE NOTED. O
PROVIDE(2)2X8 HEADERS AT ALL WINDOWS AND DOORS UNLESS OTHERWISE NOTED. �1 w
ALL FRAMING LUMBER 850 FIBER STRESS,E--1Q MILLION P.S.I. + W N
MIGROLLAM*.'PARALtAM AND AUJOIST SERIES FLOOR JOIST(AJ5)ARE REGISTERED TRADE MARKS,ANY ■
D
SUBSTITUTIONS OF OTHER BRAND BEAMS AND/OR FLOOR JOISTS MUST BE CHECKED AND VERIFIED BY SUPPLIER Wm ■ N
-ALL 4-PLY OR MORE ENGINEERED WOOD BEAMS M U5T BE THROUGH BOLTED PER MANUFACTURERS G) Z P
RECOMMENDATIONS. H
-MANUFACTURER'S SPECIFICATIONS REGARDING INSTALLATION MUST BE FOLLOWED FOR ALL'ENGINEERED WOOD W h ■
PRODUGTS'AND FASTENERS. A
-JOIST HANGERS ARE SHOWN FOR DESIGN INTENT ONLY,AND ARE NOT ALL-INCLUSNE. CONTRACTOR TO SIZE h
HANGERS APPROPRIATELY FOR MEMBERS BEING ATTACHED.
-CONSULT ARCHITECT FOR SIZES OF ANY HEADERS,POSTS OR OTHER STRUCTURAL MEMBERS NOT SPECIFICALLY
NOTED ON DRAWINGS. .
CONTRACTOR TO PROVIDE HEAVY GAUGE METAL CONNECTORS AT ALL BEAM-TO-POST AND BEAM-TO-BEAM a
CONNECTIONS.
-CONTRACTOR TO PROVIDE'SIMPSON STRONG-TE'OR EQUAL JOIST HANGERS AT ALL FLUSH FRAMED JOIST-TO-BEAM y\
3 2 1 3 2 1 CONNECTIONS.
4 4 4 4 4
EXISTING CONDITIONS:
WHERE THE WORK 15 TO FIT WITH EXISTNG CONDITIONS OR WORK TO BE PERFORMED BY OTHERS,THE CONTRACTOR
SHALL FULLY AND COMPI-ETELY JOIN THE WORK WITH SUCH CONDITIONS OR WORK,UNLESS OTHERWISE SPECIFIED.
-UNLESS SPECIFICALLY AUTHORIZED OR CONFIRMED IN WRITING BY THE OWNER,THE ARCHITECT SHALL NOT BE
REQUIRED TO PERFORM OR TO HAVE OTHERS PERFORM DESTRUCTNE TESTING OR TO INVESTIGATE CONGEALED OR
UNKNOWN CONDITIONS. IF THE OWNER DOES NOT PROVIDE DOCUMENTATION OR INFORMATION BEYOND THAT WHICH 15
APPARENT BY NON-INTRUSNE OBSERVATIONS OF THE EXISTING FACILITY AND THE OWNER DOES NOT CONTRACT WTH
THE ARCHITECT OR OTHERS TO PERFORM DESTRUCTNE TESTING OR TO INVESTIGATE CONCEALED OR UNKNOWN
( I I I I CONDITIONS,THE OWNER SHALL ASSUME SOLE RESPONSIBILITY,INCLUDING THE COST OF CHANGE IN SERVICES OR
ADDITIONAL SERVICES OF THE ARCHITECT,IF ANY.FOR ALL UNKNOWN OR CONCEALED CONDITIONS THAT ARE
I I I I I ( I ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE CHANGES IN THE DESIGN OR CONSTRUCTION OF THE PROJECT.
li � I
r1
2 2 1 LEGEND:
g 5 5 �? � 5
FRAMING MEMBER
4 01 o O 4 4 \\ __—!@ 4 OVERFRAMED MEMBER --------
W @j ii JL JL JL
'V `\\� �� FLUSH BEAM �r ir ir
, DROPPED BEAM/HEADER
O (�r - --------\--5-- —1----- r---- _--- ---------- aQ0 POST ABOVE +O�
__-_------_-__-_ POST ■
a JOIST HANGER JL O
a s� WALL/PLUMBING ABOVE
-. .----. ... ._. ._
NOTE:
_ _._-
0 16• G. I AJ520�AJ525 ARE INDICATIONS
I i I FOR"ALLJOIST'PRODUCTS BY
o @>6•o. . I
2X1 I E ; I BOISE CASCADE —
I I
1 I I 1
I
E
E
J r�
02 a
r I a sT
oz,
__...._...._.__. ..__._______:__ _-------------
W F\\ _ J
\
! ff \
01 or
400.1
J L-j
Date/Drawn by
2/1/07
N Date/Revised by
3 2 1 3 2 1
0 4 4 4 4 4 4
A
N
C
Roof Framing Plan Ceiling Framing Plan JOB
n n NO. 5373
F2
e
0
a-+
s:
a
The MZO GROUP
b ;
I
1
1
i
i
STRUCTURAL MISCELLANEOUS
Design loads assumed on drawings UNLESS OTHERWISE NOTED, provide:
Floor @ living space- 40 p.s.f. live/10 p.s.f. dead INSULATION R-Iq in all exterior walls (2 x (o stud construction).
Floor @ sleeping space- 30 p.s.f. live/10 p.s.f. dead INSULATION R-13 in all exterior walls (2 x 4 stud construction).
Attic Floor (itd. Storage)- 20 p.s.f. live/10 p.s.f. dead R-Iq in floors over unheated spaces. �1„1
Balconies $ Decks- 60 p.s.f. live/10 p.s.f. dead R-30 in all ceilings.
Roof- 35 p.s.f. live/10 p.s.f. dead R-10 under slabs on grade; 48" in from or 48" down inside face of frost wall to isolate slab from exterior and concrete wall. „ e
Soil Bearing Capacity- assumed to be min. 1.5 tons/sq, ft. Vapor Barrier - Install a 4 mil. Polyethylene vapor barrier on the warm side of all insulation.
Glass - Double insulating glass at all exterior glass areas * tempered glass in all sliding glass doors t windows less than 18" above �J a.
Allowable Deflection (floor) the floor or any platforms. Check local codes for glazing requirements. (SEE MASS. STATE BUILDING CODE SECTIONS 3603.20.4.1 �h •
With gypsum ceiling below 1-/360 AND 3603.20.4.2 FOR SAFETY GLAZING)
No gypsum ceiling below L/240
Baffle vents shall be installed in all rafter bays as per manufacturer's details to provide free airflow for attic ventilation. It shall O
NOTE: Design loads and site conditions should be verified with local building codes and officials. Special conditions such be continuous in all sloping ceilings and a minimum of one length (48") at all eaves. N ;
as seismic, snow, wind or hydrostatic loading may require professional review. ' a
Venting - Eave - 1 1/2" continuous screened soffit vent. • a
I. The soil bearing value has been assumed at 11/2 tons/s.f. The contractor shall verify this value at the time of a • N
- Ridge/gable - CORAVENT as shown or Gable Vent, Louvered sized on drawings.
excavation and shall notifythe architect that it is read a
p
for inspection or for revision if uncertain conditions re found to N z
ex
'Ail concrete work shall conform to American Concrete Institute "Guide to Residential Cast-In-Place Concrete ALL BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION 3603.6.2 A �:
Construction" report of Committee 332. EXTERIOR GRADE 514ALL SLOPE 1/2 PER FOOT FROM BUILDING FOR A MIN. OF 0-0" AWAY
3. Other concrete standards as required by the Building Code such as ACI 318-q5; 318.1-8q shall apply to the Sills - Fiberglass sill sealer I/2" x 6".
construction of this residence foundation. a
4. Reinforcing steel shall conform to ASTM A616, Grade 64, and welded wire fabric shall meet ASTM A185 ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS, VAPOR BARRIERS, OR BREATHER PAPERS SHALL CONFORM TO a
specifications. THE FLAME SPREAD, SMOKE DEVELOP AND CRITICAL RADIANT FLUX REQUIREMENTS OF THE MASS. STATE BUILDING CODE
5. Footing center lines shall be centered under the center line of columns. SECTIONS 3603.Iq.1 THROUGH 3603.19.4.
6. Detailing, fabrication and placement of all re-bar shall conform to ACI 315-80, SP(o6 Manual.
7. If water occurs within the excavation, it shall be de-watered before placing of concrete. De-watering shall be done a
Garage t Boiler Areas - 5/8 F.C. sheet rock on ceiling @ heater area and on walls and ceilings between garage and living areas.
in a manner that will prevent the flow of fine grain soil. ys�
.�=s
8. The bottom of all excavations for footings shall be tamped to dispose of all loose material before the concrete is Minimum stair tread is q" maximum riser is 8 I/4".
placed. Compaction should not exceed the natural density of the soil. Minimum stair width is 3'�0" clear. '<.. Al
q. All concrete formwork shall be properly constructed and well braced to produce plumb, straight, level and true All handrails and guardrails SHALL conform TO MASS STATE BUILDING CODE SECTIONS 3603.14.1 THROUGH 3603.I4.2.
surfaces. Bowed, pillowed and irregular wall surfaces will not be accepted and may requirels removal and reconstruction Main entrance door shall is minimum for wide.
by the form contractor at his expense if directed by the architect and the owner. �- „ ^l
10. The foundation walls shall not be backfilled until the first floor deck is in place to brace wall. Damaged walls will All egress doors shall not be less than 6 8 in height. �rVl
be replaced at the contractor's expense if backfilling is done without the floor in place. FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE TO THE MASS STATE BUILDING CODE SECTIONS 3603.16.1 THROUGH U
11. Structural steel shall be ASTM A36 and shall be painted one shop coat of metal primer. Bolts shall be ASTM A325, 3603.16.13.
anchor bolts shall be ASTM A307.
12. "Lally" columns shall be schedule 40 pipe ASTM A53 grade B 3 1/2" diameter or steel tubes 3" x 3" x 1/4". Paint PROVIDE A MINIMUM OF 48" WIDE X 42" DEEP LEVEL PLATFORM AT ALL EXTERIORS OF ALL EXIT DOORS. ^l
one shop coat metal primer - 2 mils thick. (Unless otherwise noted) IN ADDITION TO DOORS AND PANELS SHOWN ON DRAWING
13. "MICROLLAM" lumber shall be as manufactured by Trus Joist Corp., Boise, ID. Trussed floor joists shall be by PROVIDE ATTIC ACCESS PANELS TO ALL ATTIC AREAS GREATER
Trus Joist Corp., Wood Fabricators, Inc., or other fabricator approved by the architect. Metal fasteners for wood THAN 36" CLEAR HEIGHT (MIN. ATTIC ACCESS PANEL 22" MIN. 0 PEI �
members shall be as mfg. By the Simpson Go., "Strong Tie" or equal approved by the architect. WIDE BY 30" NIGH) r�A
14. Unless otherwise noted, provide a 2" nom. wood sill of appropriate width bolted to the top flange of all steel beams ^' r-1
with 3/5" dia. Bolts staggered at 2'-0" o.c. Rigidly fasten all connecting rafters and joists. (SIR INFILTRATION AND MOISTURE CONTROL
Footings 20" x 10" Cont. or as noted. Air leakage for all buildings shall be controlled at openings in the exterior building envelope as per Sec. J4.3 THROUGH J4.3.4 of the
- Step footings to be min. I vertical on 3 horizontal. Mass. State Building Code. Caulking, gasketing, weather-stripping, foaming or other sealing is required to limit infiltration: Around (n
window and door frames; sole plates and structural floor; framing joints; around openings for plumbing, electricity, telephone and gas
Walls - Minimum 8" between finish grade and top of foundation wall. lines in walls, floors and ceilings; at mudsill in conditioned basements or crowispaces and at all other openings in exterior building ,
0
- Finish grade to slope away from foundation. envelope. Electric outlet plate gaskets shall be installed on all receptacle, switch or other electrical boxes in exterior and interior "
- 10" thick concrete 7' 10" above footing or as noted. walls. r f
- 3000 p.s.i. (28 day strength) with 3/4" aggregate The entire structure shall be wrapped with the "Tyvek" infiltration barrier to form a continuous barrier with minimum 8" overlaps at O ;.q j
joints. Tyvek should completely cover all component parts of the structure, stapled to sheathing at 30" o.c. and wrapped to inside
SLABS ON GRADE - 3000 p.s.i. (28 day strength) on min. 6" sand or gravel fill with 6x6-wl.4 welded wire fabric. of door and window openings. See manufacturer's instructions for further information. (or applicable State Energy Code)
FOOTINGS shall be placed on undisturbed or engineered fill to a depth required by local building codes and frost Felts shall be organic fiber base, saturated with Bitumen weighing 14-15 tbs. per square. Strips of felt 8" wide shall be installed at j
conditions or deeper if shown. heads and jambs of windows and doors just prior to installation of exterior trim. Use on roof or sidewalls not recommended.
UNREINFORCED WALLS shall support a maximum of 7'-0" unbalanced fill. Provide roof underlayment as required by shingle manufacturer.
DAMPPROOFING (basements) - Two coats of asphaltic coating compound.
WATERPROOFING (habitable spaces below grade) - Two ply hot mopped felt membrane waterproofing. FLASHING
FOUNDATION DRAIN - Install a 6" perforated drain tile at perimeter of basement. Tops of joints to be covered with
15# felt and a minimum of 18" coarse stone or gravel. Slope the 3/16" per foot to point of discharge. General flashing shall be aluminum .Olq inches thick, duranodic bronze or brown finish, unless noted otherwise.
TERMITE PROTECTION - As required by local codes. Roof flashing shall be aluminum .Olq inches with duranodic bronze tone or brown finish and used where flashing will be exposed such
ANCHOR BOLTS 1/2" x 12" anchor bolts @ 6'-0" o.c. and not more than 12" from corners. as at valleys, sidewalls cap and base and the like. A�
JOIST HANGERS - Standard H.W. 1B gauge metal. Chimney cap and base flashing shall be 3 lb. hard lead. v/
SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN. Bent and pipe flashings shall be of preformed neoprene as manufactured by Dupont, Dow Chemical or equal. Flashing shall consist 'N
of fabricated flange and cap flashing. Q
CARPENTRY Step Flashing: base flashing shall extend onto roof and up the surface of the adjoining construction a minimum of 4". The upper
edge of the base flashing shall extend a minimum of 2" above the next course of shingles and the lower edge shall be 1/2" above 4
FRAMING LUMBER the butts of the shingle covering it; providing a minimum of 1 1/2" overlap of flashing courses. Cap flashing shall extend down over
Studs - No. 3 or standard "Stud" grade. base flashing a minimum of 4". The steps in cap flashing should not exceed 8" and laps shall be a minimum of 3". All seams
Joists t Rafters - E = 1,200,000 p.s.i./Fb = 650 p.s.i. shall overlap in direction of flow.
Beams t Girts - E = 1,200,000 p.s.i./Fb = 850 p.s.i.
Stair Stringers - No. I grade PROVIDE ICE AND WATER SHIELD (W.R. GRACE "BITUTHENE" OR EQUAL) MINIMUM OF 36" WIDE AT ALL EAVES, VALLEYS, AND
AT ROOF/WALL INTERSECTIONS.
UNLESS OTHERWISE NOTED, provide: Z
a) Double header joists * trimmers @ all floor openings. PLEASE NOTE:
b) Double joists under all parallel partitions. T�
c) I x 3 cross bridging in each joist bay @spans over 10'-0". 1. These general notes are provided to expedite the pricing and construction of this home. Local building codes and site conditions v
must be reviewed and materials changed or amended as required,
FLOOR CONSTRUCTION 2. The architect cannot accept responsibility for specific quantities listed herein. It is the responsibility of the builder to review
General Floors - 3/4" plywood (C-D INT APA w/ext. glue) T * G glued to joists. these construction documents and confirm the suitability of this house for a particular building site. In addition to the items listed,
BATH * TOILET AREAS - USE WATER RESISTANCE PLYWOOD (UNDERLAYMENT C-C PLUGGED EXT. APA) OVER the owner should select finish materials such as colors and types of paints, stains, tile, carpet, cabinets, counter tops and light Dare/Drawn by
SUBFLOOR. fixtures. Also to be considered are the heating/cooling system, wiring, plumbing and exterior sitework. 2/1/07
3. Contractor shall verify all conditions and dimensions prior to beginning work and shall notify owner of any discrepancy. Contractor Dace/Revised by
EXTERIOR SHEATHING shall be responsible for any variations or deviations from the plans without written confirmation from designer.
Walls - 1/2" Plywood (C-D 24/0 INT APA w/ext. glue) 4. Contractor shall provide adequate bracing or otherwise support all portions of the structure until all members have been
Roof - 5/8" Plywood (C-D 24/0 INT APA w/ext. glue) permanently connected together. Plumbing diagrams .or drawings shall be provided by the plumbing contractor. Heating/Cooling duct
diagrams or drawings shall be provided by the heating/cooling contractor. Heat loss or energy use calculations shall be provided by
' INTERIOR FINISH the heating/cooling contractor or other professional as required by building official. Truss design, engineering and plans shall be
INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH THE FLAME SPREAD AND SMOKE DEVELOP REQUIREMENTS OF provided by the truss manufacturer. S. Each bedroom shall have at least one window with a sill height of no more than 44" above
THE MASS STATE BUILDING CODE SECTIONS 3603.18; 3603.18.2; AND 3603.18.3 the floor. Typical top of window height is 6'-8" from floor. (To match door height).
6. All exhaust fans, range hoods and dryers shall vent to the outside through sheet metal ducts. Caulk around all penetrations JOB 5373
GENERAL - Unless otherwise indicated, all interior walls t ceilings are to be covered with 1/2" gypsum board, with through exterior envelope. NO.
metal corner reinforcing, taped sanded. 7. All wood in permanent contact with concrete or soil shall be pressure treated with a water borne preservative..
_- [*optional 1/2" "blue board" with a veneer plaster system]. 8. All doors between garage and living areas shall be 20 min. fire rated with self-closing mechanisms.
Gi
O
a-+
m
fr
b
The MZO GROUP
0
b