HomeMy WebLinkAbout0173 ZENO CROCKER ROAD 3
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Town of Barnstable Building
Post This Card_So That rt�s YisibleFrom .he Street=„A rovedPlansMust be.Retamedon 1,ob arid3th�sCardMust,be Kepty,
* WLNSfABLE. '- -�€ av� :�-' A � �- :%, � v pp✓ads° � �"'� �"" i� r Y'" ,�
Pmit
M'�•1639.
Posted Until F'�nal�InspectionHas Been�11%lade � ��� �� � � � � � ��'� x
' rear° Where a Certificate of Occupancy is Required,such Buildmg shall Not be Occupied until a Finai Inspectionhasbeen made t er
a",
Permit NO. B-19-3787 Applicant Name: Roland Langevin Approvals
Date Issued: 11/12/2019 Current Use: Structure
PermitType: Building-Insulation-Residential Expiration Date: 05/12/2020 . Foundation:
Location: 173 ZENO.CROCKER ROAD,CENTERVILLE Map/Lot: 170-217 Zoning District: RC Sheathing:
Owner.on Record: WARD,CONSTANCE Contractor Narne,;"',,.INSULATE 2 SAVE INC. Framing: 1
Address: 173 ZENO CROCKER ROAD Contractor'License: 180747 2
CENTERVILCE, MA 02632 Est Project Cost: $6,019.00 Chimney:
Description: attic damming R-37 cellulose to attic flat, R 22cOlulose to�attic flat, g Permit Fete: $85.00
rigid.board to kneewall, R-13 cellulose to kneewall floor, insulate Insulation:
z Fee Paid:° $85.00
and weatherstrip attic door,sheathing access"yentilation chutes, J,z Final:
insulated bath exhaust hose, R19& rigid to kneewall slope;home _ ,}" Date 11/12/2019
air sealing,weatherstrip and add door sweep,,,rigid board toy u� '
common walls, Plumbing/Gas
R13 fiberglass and rigid board to common wall,R 19 ¢
* 3
FGB to basement ceiling, k Rough Plumbing:
� r
BuildingOfficial
Project Review Red Final Plumbing:
I 4 �
This permit shall be deemed abandoned and invalid unless the work authorized,bytth s permit is commenced within six months after`issuance. Rough Gas:
All work authorized by this permit shall conform to the approved applicatibh�an- 6h approved construction documents�for which this permit has been granted.
_ All construction,alterations and changesof use of any building and structures shall be in with the local zoning by laws and codes. Final Gas:
This permit shall be displayed in a location clearly visible from access trees or roadfand shall be maintained open for publi inspett o for the entire duration of the
work until the completion of the same. N, Electrical
The Certificate of Occupancy will not be issued until all applicable sign turesby the Building and FireOff als are,prouded on this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work
Rough:
1.Foundation or Footing
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map i1.O Parcel Permit# q 2-S3
Health Division v ` c��'I�, ,.{ Date Issued y' . 0 In
Conservation Division 9 h,;u �A..i� t..3'13 ;E'� Fee 7.�1,°
Tax Collector -Z;7(C-J UW
Treasurer
Planning Dept. Checked in By
Date Definitive Plan Approved by Planning Board Approved By
Historic-OKH Preservation/Hyannis
Project Street Address_
Village
Owner 4kAEA Address
Telephoned
Permit Request It ' '
Square feet: 1 st floor: existing proposed q32- 2nd floor: existing proposed Total new
Valuatio �L��,OO®.' Zoning District Flood Plain Groundwater Overlay
Construction Type
Lot Size I'L a-4. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: O Yes ❑ NQ.
Basement Type: 0 Full W Crawl ❑Walkout ❑Other
c
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms:- existing 2. new aa
Total Room Count(not including baths): existing T new L First Floor Room Count
Heat Type and Fuel: O Gas VOil ❑ Electric ❑Other
y'
Central Air: ❑Yes 4(No Fireplaces: Existing �'/" New _ Existing wood/coal stove: ❑Yes lKNo
Detached garage:0 existing O new size L:� -Pool: 0 existing ❑new size Barn:❑existing ❑new size —�
Attached garage:14 existing knew size shed: 0 existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
BUILDER INFORMATION
Name 1��2 Telephone Number
Address aj0 ej)� iT?d License# CS 6 4 01&o
Wtg- V 6 22 Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
r
PERMIT NO.
DATE ISSUED
MAP/PARCEL&0.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME �` 'jo p /� ��®re
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING d. �7
t
DATE CLOSED OUT
ASSOCIATION PLAN NO.
c
r
oF � Town of Barnstable
Regulatory Services
anxr+a , ' Thomas F.Geiler,Director
063
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder .
as Owner of the subjectproperty
J
hereby authorize ��n S�'y2 c 'e to act on my behalf,
in all matters relative to work authorized by this building permit application for:
t"13 7-e-no Crock-r- <!i�o64 ( L -a�-Ole-
(Address of Job)
• x
Signature of Owner Date
--
Print Name
Q:FORMS:OwNERPERM[S SION
HE
I ���1 The Town of Barnstable
9 BARNTABLE,
MASS. g` Department of Health Safety and Environmental Services
i639. �0
prFDMP+A Building Division
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection,Correction Notice
Type of Inspection �S u-I-1I T)C AJ
Location l 73 ��o Crz o c tE Y/Z .ermit Number
Owner ulder
One notice to remain on job site,one notice on file in Building Department.
The following items need correcting:
�iUSu c Ar�t ti G-
Do Nm e f-�fi 5 f3 G-�rtJ r p e-,cl GC.b
A 0
Please call: 508-8622-4038 for re-inspection.
Inspected byu/ /
Date /o r/J�
`pptHETp The Town of Barnstable
BARE. :
MASS. a p Department of Health Safetyand Environmental Services
f639. `00
prEO MP'A" Building Division
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection I r4fA F
Location 17 3 Zc�/o C,e oC J<C--� Permit Number 2-
Owner Builder /1 4 �'� Cdw s T-g u C ri a,J
One notice to remain on job site,one notice on file in Building Department.
The following items need correcting: �-
0 gcc x I/ C-AWE AOA F 7-Erz-< �o —rbp° P(—A-rE
Ctiz' � 0C1J-1AvrS- 47z&-w ,
C-+-C►2��e�� �S X fL, LI� oCS�S
�v
Please call: 508-862-4038 for re-inspection.
Inspected by jt/lt4'�-441 L
Date
i
Permit#
Permit Date
REScheck Software Version 3.7 Release 1 b
Compliance Certificate
Project Title: New Custom Addition
Report Date:64/05/06
Energy Code: 2000 IECC
Location: Centerville(Barnstable),Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 13%
Heating Degree Days: 6137
Construction Site: Owner/Agent: Designer/Contractor:
173 Zeno Crocker Rd. ward Residence Bob Hams
Centerville,MA 02632 173 Zeno Crocker Rd. R&R Construction
Centerville,MA 02632 90 Nye Rd.
Centerville,MA 02632
Ceiling 1:Flat Ceiling or Scissor Truss: 720 30.0 0.0 25
Wall 1:Wood Frame,16"o.c.: 685 13.0 0.0 49
Window 1:Vinyl Frame:Double Pane with Low-E: 12 0.340 4
Door 1:Glass: 80 0.330 26
Floor 1:All-Wood Joist/Truss:Ovet Outside Air: 720 30.0 0.0 24
Boiler 1:Other(Except Gas-Fired Steam):85 AFUE
Compliance Statement:Statement of Compliance:The proposed building design described here-is consistent with the building
plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet
the 2000 IECC requirements in REScheck Version 3.7 Release 1 b and to comply with the mandatory requirements listed in the
REScheck Inspection Checklist.
Builder/Designer Company Name Date
Project Notes:
Ma.Check By Cape Cod Insulation
New Custom Addition Page 1 of 4
REScheck Software Version 3.7 Release 1 b
Inspection Checklist
C�J(
Date:04/05/06
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation
Comments:
Wlndows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.330
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
(J Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from
combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation.
Vapor Retarder.
❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or
specifications.
Duct Insulation:
❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5.
Duct Construction:
❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
New Custom Addition Page 2 of 4
y
mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the
heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating:
❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
❑ Insulate circulating hot water pipes to the levels in Table 1.-
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
Q All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy Is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
New Custom Addition Page 3 of4
Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp.
Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
i
New Custom Addition Page 4 of 4
APR=05-2006 WED 03_56 PM Botelto Lumber Co FAX NO. 5084774279 P. 01/01
-314" x lV VERSA-LAMS 2.0 3100 SP Floor BeamkF:B01
Triple 1 da nt o5,2oo61s:1a
BC CALC®9.2 Design Report-US 1 span j No cantilevers j 0/12 slope wednes y,
Build 141
File Name: BC CALC Project ,
Job Name: Ward Description: FB01
Address: 173 Zeno Crocker Rd Specifier:
City,State,Zip:Centerville, Ma Designer:
Customer: Company:
Code reports: ESR-1040 Misc: roof edge beam
i t i i ! l X-
1 i
15-07-08
B0,1-3/4" LL.1406lbs
LL 1406 Ibs DL.2271 Ibs
DL 2271 Ibs SL.23441bs
SL 2344 lbs
Total of Horizontal Design Spans a 15-07-08
Load Summary Live Dead snow Wind Roof Live
TauDescription Load T Ref. Start End 10°h 0 90'/. 116% 133% 125% g36-0as-oaoo
1 ceiling joists Unf.Area Left 00-00-00 15-07-08 30 psf 15 psf 12-00-00
2 rafters Unf.Area Left 00-00-00 15-07-08 15 psf 25 psf
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 23519 ft-1bs 47.0% 1150% 13 1 Internal be verified by anyonleteness and.e who would of nrrely on
End Shear 5066 Ibs 31.5% 115� 2 ; -Left output as evidence of suitability for
Total Load Defl. U436(0.43") 55.1% 2 1 particular application.Output here based
Live Load Defl. U699(0.268") 51.5% on building code-accepted design
Max Defl. 0.43" 43.0% 2 1 properties and analysis methods.
Span/Depth 13.4 n/a 1 installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
Notes building codes.To obtain Installation Guide
Design meets Code minimum(L/240)Total load deflection criteria. or ask questions,please call
Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1")Maximum load deflection criteria. SC CALC®,BC FRAMER®,AJS-
Minimum bearing length for B0 is 1-1/2". ALLJOISTS,BC RIM BOARDT"' BCIS,
Minimum bearing length for B1 is 1-1/2 . BOISE GLULAMT",SIMPLE FRAMING
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAMS,VERSA-RIM
1/2 intermediate bearing PLUS®,VERSA-RIM®,
VERSA-STRANDTM,VERSA-S-i UDS are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
�,•i b —d—
a`_
e
4—
a minimum=2" c= 10"
b minimum=3" d= 17'
e minimum 3"
Nailing schedule applies to both sides of the member.
Connectors are:16d Sinker Nails
Page 1 of 1 ,
LOT ,7 �.
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LOT 6
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LOT 5
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LOT 4
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. - Bank Use Only
IOW : CRA'7' `t' _M1 - _ _-�
— RE 11S.TR�_Y�
O__—WNE: �O AW�dS�"A�NCl:F�
_PLQY'.'EED REF: _4 .2,ZZo._ BUYER:
DATE: ------
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t�: j` LN f
3`7Y i
HERBY C : _LJT-EN— �V3
THAT THE BUILDING � . � dl". , URVE�HY i rSCOCAntFD N -H 'SOUND AS
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SHOWN AND THAT ITS POSITION DOES CONFORM � C;V NS i L P AN i u
A.
TO THE ZONING LAW SETBACK REQ�3IREIiENTS OF THE slr vc`,n vimw 14; ROUTE i��
TOWN OF � NSIA _ _ _ AND THAT `�� �a 3'[t�� i� r
s` DO,� Tj s v.{, ,g 7 7�y L� c ., ARSTO?�1 lT?L MIA, 02648
.wr.t.. 9...- L/.E 'WITHIN';I!,V HE PF(l'lAl; :'Y•�.J,.fD H�'1..4RD g2's7.'•i�C. n n r r' f
AREA. AS SHOWN ON THE H U.D MAP DATED �jZ C1/t�5 �r!! �s, '4
ri ter; 1 1 — _— .. - _.- _ � �i'ji:t•
.-3..i 1.JT5'V'd _.
••- •�'/ - f1TT TTC+ -1 'IT N,11 1 l,ann rilntl ,3.r Ywrrtanr.r♦s tvitrm
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IF
TOWN OF BARNSTABLE
Permit No. _._.....�.__.�.___
Building Inspector Cast,
w
OCCUPANCY PERMIT Bond .-____.____ s
Issued to Address
Wiring Inspector Inspection date
Plumbing Inspector Inspection date
Gas Inspector Inspection date
Engineering Department Inspection date
Board of Health Inspection date
THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUILDING CODE.
....................................................... 19_...._._ .................................................... _....._ ..... _. .._. _
Building Inspector
P
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Zq. 52.0 1
N r-oU►JI>A-rIoh4 � N
WILLIAM
M. �3 33
� W I
FGISTER``O��a ;• C:....!�-1 .O.. G 1",.��. 4'► �"` r-,Z- 4*:-" / r�
AL LAE10 n
On the; basis' of my knowledge, information and
belief"'I certify to The Town of Barnstable,
The.-Boston- Five .Cents Savings Bank and Ticor
Title,Insurance, Co. 'that as a -result of a
I. survey..made on the ground on 4 30 may, I findpA-r l t2P4 Ct'c42.T
that:
The structure (s) are located on the site as T FzOc.Y-C--?I J:Zv1s.p
shown. , i G�fJTu I
The title lines and lines of occupation of the p
site axe as shown hereon.
The site is situated in -Flood..Zone ;IIO v�-' G 'W M. M. IRJ 1,(ZvJ t
Community_. P-ane2- o. Date:
Date: _ k Bob f.lo, 5I�t.. ouTl-1 � Mh�S�. ..
William M. Warwick,RLS
FA6'ssor's map and lot number ...... THE
ewage Permit number ......... . ... ' 1 . S,3,
..� �,
_ �+ -�
. ° S d A, LED j�.) COIN, , �.�;�: ,__ BJHasT,wLE, i
a a �
House number ..................... rasa
WITH
CODE 9
TOWN ' OF BARNSTABE� ��-.Alums
{ BUILM G ` IHSPECT0.�R�
�/� ' ep
APPLICATION FOR PERMIT TO l/ I /
................................................. 1..........................................
TYPE OF CONSTRUCTION ...........:.[l.."..11... ..0...... I ..............................................
............ . .... ......... ......
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to then followi formation:_
Location ........
. .. ..... �'0000 ............
Proposed Use ..... .�....V.. :..... :V` .. .. ..L.J~{ ......................... .
Zoning District .................�1....`..(,,,,�..........................:.........Fire District ........�.... ...............................................
Name of Owner 6.)...................................................Address��,1�� .... ....1... .. .......1./.� .. ......
Name of Builder ....... i ( / 1 ,..I ........................��'^.'..��/....��`�,�. ...............Address .........................r.t........... . ... .. .... . .
Name of Architect ... 41� ...Address .. !/' � � /j....®
Number of Rooms .. .............Foundation .....�� V ��
Exterior ... ..... ... .... .......................................Roofing .... ...........
Floors ............................................................Interior .......�� U .... .
Heating .......... ..4.. .. �..................................................Plumbing ..... .. % � v
Fireplace ......... .... ................................................: -
p �. Approximate. Cost ..... ........��..........................I
....
l J
Definitive Plan Approved by Planning Board ________________________________19________. Area ........!.Z ...........
Diagram of Lot and Building with Dimensions Fee �........... ..... ...........................
S BJEC TO APPROVAL OF BOARD OF HEALTH/
L
n
I
OCCUPANCY'PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnst ble garding the above
construction.
Name ................................................
Construction upervisor's License f�....... I................
TRUST
No 2,.7.2.49. Permit for ........................13 2 Story............
.........:S. .ngl.e...F.ami iy....Dwelling.......... .. ....... .. .. ....... .... .... .. . .. .......
Lot 5, 173 Zeno Crocker Road
Location ...................................... ......................
Centerville
................................................................
S L S Trust
Owner ..................................................................
Type of Construction ...................Frame.......................
................................................................................
Plot ............................ Lot ................................
Permit Granted ...M4-V...Tr......................19 85
Date of Inspection ........... 19.........................A99
Com .. ..
Date ete ... ........
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pc� ShcUKt4 4d4eI P®R'�p►N'Tl21 m
fAlllt/L ANY CONSTRUCTION THAT INCREASES LIVING SPACE
( , t, , ' 'BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE �I
INSTALLATION OF ADDITIONAL SMOKE DETECTORS.
rm
NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE
INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL '
PERMIT DOES NOT SATISFY THIS REQUIREMENT, z�
11I
' 2'-0' - GN2% 66'-41rzF•O-
R � �HU �tNryrl�vInl.
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D'L T L POJH • /r LLJ
WALL"1Tf x1"
6
I I 56'-6 In' 4 � Z��-,n 6
KITCHEN KTCHEN D BIIILDEc BY I ��yy W 0
I � _,•'� T SL4•-•. , - , (. W (�O
1 Y_JA I q O VNIN6 C Q U
I AG[t I 1 ROOM 0- A Fir
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• -r I v.. r I I I Krrc+EN
_-..... .._. ......_.-. "... ._EXIST.
PRONDE 5.CO'Y.RETE (3)15/4•X W LVLS FLDSH FRAME
. - .. ` WITH WWT.AT '
MID�iH OJH'.
b ML POLY-VAPOR 6 U j
a
BARRIER SET
. ON A SEP OF SAND I _
C
Q U a
W COIGRETE POUNDATION WALL
Wlni 6'x 16,FOOnw TYPICAL
CUT lDP aF FQRmAT-WALL I 6'-T T-0 Irz° .. -
AS TO ALIGN WITH i0P OF E%ISnNS I E—
------------
.. EXTEMJ FaWATIM WALL AS RF1iJIR® C ..
TO CENTER NEW 6ARA6E DOOR
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FOUNDATION PLAN FIR57 FLOOR PLAN
"'4'"'-0' FOUNDATION NOTES:
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I. ALL WORK SHALL COMPLY WITH THE MAT-ONE-"I STATE El w.moa�w M.mg
BUILDING CODE-ALL
UNC,CHAPTER D-ONE.AN TWO FAMILY c c I� w� 6i1: �I µ�
ONELLIN6 CODE,ALL MUNICIPALITY ORDINANCCS AND BY-LAWS. - rj ENERAL REQUIRE-ML-NT5: `
2. CONCRETE SHALL DE MINIMUM 3,000 P51 AT 28 PAYS OR AS 5HOWN OTHERWI5C.
'B. STEEL REINFORCING SHALL DE ROLLED BILLET I. ALL DIMENSIONS ARE TO PAGE OF STUD UN"BSS INDICATED OTHERWISE, REVISIONS
:STEEL CCNFORMIN6 TO A57M A615,GRADE 60. 2. ALL EXTERIOR WALL FRAMMG SHALL BE 2 X 4 GON5TRLCTION
AND ALL INTERIOR WALL PRAMING SHALL BC]x 4 GOtLiTRUCTION UNLB55
4. CONCRETE SHALL BEAR ON SUITABLE UNMSNREED - OTQRWISE NOTED. -
EARTH, DO NOT PLACE CONCRETE IN WATER OR
ON FROZEN 6ROUND, 5. ALL WORK SHALL COMPLY WITH THE MAESACHUSETTS STATE BIALDIN6 GODS,T60 GMR
CHAPTER B6-ONE AND T FAMILY OWELLINS CODE,ALL MUNICIPALTTY ORDINANCES AND BY-LAWS,
TO B BE
5. O E VERIFIED BY CONTRACTOR BEFORE OPENING SIZES FOR BASEMENT DOORS.WINDO/`L a VENTS ALL WORKMANSHIP AHD BWO UILDING MAYEALS SHALL MEET ON'CXCffD REC06NIZEO INDUSTRY
T PCUPIN6 4.
ANY CONCRETE,TYP. STANDARDS FOR EACH APPLICABLE TRADE.
5.REST ALL FOOTINGS ON FIRM NATURAL 6RANULAR MATERIAL 5. REFER TO OTHBR DRAWINGS AS PART OF THIS SET FOR MORE DETAILED RCOUIREI•>-
FREE PROM TOPSOIL.,ORSANIG5 OR CLAY HAVING A MINIMUM! REGARDING SUILDINS MATERIALS,FOUNDATION5 AND STRULM2nl-PE5ION CRITERIA, - N,mvc 05061.00
SOIL BV',LNG CAP ITT
OF 11/2 TONS HER 5WARE FOOT, 8. SMOKE DETECTOR LOCATIONS HAVE BEEN SHOW:J11-iE PLANS T'O COMPLY WITH THE MEGHANIGALLY COMPACT SUB6RADE DEFORE PORMIN6 FOCT;NGS. KE"OUIREMENT5 OF 160 CMR 5605.16-FIRE PROTECTION SYSTEMS. HOWEVER THE-APCHITECT "
BOARS NO R—ONSIBILITY POR THE DESIGN,FINAL 1'rCB W,—RATION OR MAINTC=NANCB
T. SLABS.':;ALL BE CONSTRLIGT E:;WITN CANiROI JOIN v HAVINb A OJ-ZS-OS
f'FOGEMIn6 OF THE HOUSEHOLD FIRE WARNIN6 SYNCH.
DEPni OF AT LEAST I/4 THE SLAB THICKNESS BUT NOT LESS THAN I�!i NEW WALL
ONE CH,AND JOINTS SHALL BE SPA
IN CED AT INTERVALS NOT MORE
CEILING HEIGHT
,30 FEET.IN EACH DIRECTION AND SLABS NOT RECTANGULAR EWR=EXISTING WINDOW RELOCATED
IN SHAPE SHALL HAVE CONTROL JOINTS ACR055 THE SLAB AT 5MDI2'DETECTOR
POINTS OF OFFSET,IF OFFSET EXCEEDS TEN FEET,AND IN FDR-EXISTING DOOR RELOCATED 1
AOCORDANCE WITH TBO CMR 3605.5. . Si]F-2 r MULLED WINDOW ® f
w HEAT DETECTOR
(NNLLED)c TRANSOM MULLED TO WINDOWJDOOR
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RIGHT SIDE ELEVATION REAR ELEVATION
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SCALE,I/4'•�'-0"
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STRUGTURAL DE51GN CRITERIA
' I.0 DESIGN CRITERIA
THE FOLLOWIN6 OUTLINES MINIMUM PERFORMANCE STANDARDS OR I j
THE PRO.MOT AND THE BA515 UPON W 41CH SHOP DRAWIN55(IF ANY)WILI,BE REVIEVBD. \J
1.1 TYPICAL ALTERNATE STANDARDS(FOR REOUIRML-"NT5 NOT OTQrJ-45E INDICATED
114 THI5 SPECIFICATION OR RELATED DRAAIN65), APPLICA,I3LE OUILDIN&CVDI'.IINGIAVIN& OI'
INDii6'1I[Y 9T'ANUARU5 RL'FERENCED THERE-IN)Ot2 PRODUCT MANUI--*NRERS
III RTY.OMMC-NDED STANDARD,WHICHEVER IS THE MORE'Ti FOR A PARTICULAI::TrM
OR CONDITION.
" 2.0 DEAD LOADS:
2.1 5TRUGTVRAL SHEATHING: _ m
2.1.1 FLOOR'S: 3/4"MIN.THICK,T a 6,GDX PLY f -
2.I.2 EXTERIOR WALL5, 1/2'MIN.THICK GOX PLY. _
. 2.1.5 ROOFS. 5/6'MIN.THICK,GDX PLY.
„ 7.7 FINISHES.(THE FOLLOWING REPRESENTS STRUGTURAL DESIGN CRITERIA,NOT FINISH 5REGIrICATIONS)
7.2.I FLOOR FINISHE5 AT ENTRIE5,BATHROOMS AND KITCHEN AREA5: ASSUME THIN-5ET Q
i CERAMIC TILE OVER I/2"CEMENT FIBER BOARD UNDERLAYMENT N
22.2 FLOOR PINISHE5 AT OTHER HABITABLE AREAS. ASSUME 5/4'HARDW(�D FLOORS E- cn m
RIDGE VENT 7,.9 WALL FINISHES: A'�;%IH1E CERAMIC TILE WITH 1/1"CEMENT FIBER BOARD BACKERq-
AT TUB AND SHOHNER5;1/2"BLUEBOARD AND PLASTER ALL OTHER LOCATIONS ::D
°12
224 GEILIN6 FINISHES: ASBIME I/2'BLLE'HOARD AND PLASTER
223 ROOF FINISHES: ASSUME HEAVY DVIY,ARCHITECTURAL GRAPE ASPHALT SHIN&LE5. [-4
MATCH E%ISTINS TYPICAL ROOF FRAMINb 23 MAXIMUM DEAD LOAD OP IO P,S.P. (V
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1-:1 X"ROOF RAFTERS 0 IVOL. 9.0 LIVE LOADS, W L1J mJ Q m^
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„ -I/1'LDX PLYWppD ROOF SHEATHINS 9.1 FLOO C R LOADS � � Z --uT
. -IS LB..FELT UN12ERLAYNENT 9.1.1 LIVIN&AREAS.40 P.S.P. 0 -J Q LL.I
-ASPHALT ROOF 5HIN5LE5 9.1.2 SLEEPING AREAS:SO P.S.F. U H g J
L 9.1.5 BALCONIES AND DECKS:60 P.S.F. ILL
Z _LIJ
5.1.4 UNINHABITABLE ATTIC SPACES:2O P,S.F.. y W u U
92 SNOW LOADS. MA BUILDING CODE FOR JOB SITE LOCATION
93 WIND LOADS: MA BUILDING CODE FOR JOB SITE LOCATION AND EXPOSJRE. V
•. 2 111 COLLAR TIES \\ NETAL DRIP EDGE ..
. AT 92"O.C. � 4.0 ALLOWABLE DEFLECTION +"
4.1 FLOOR/CEILIN&� ASSEMBLIES(INOLUDIN&SUPPORTING BEAMS)-MOTE, WINDOWS EKNEMJ ALL COLLAR TIES 12 ALh9NUM HITTER a REOMMENDPD HEADGLEAIRAI.OES OF A XIMATELY
LAMBS
PPROADS,WITH MANLF. _
JOI5T5,RAPIERS Aim RIDGE DOWNSPOUT SYSTEM
AS RSWIRED TO EEL'AR6E �5 OVER I X B PINE. 4.1.1 LIVE LOAD DEFLECTION: L/460 UP TO 1/2"MAX.
GARAGE. - FASCIA BOARD 4.1.2 TOTAL LOAD DEFLECTION: L1240 UP TO 9/4'MAX.
• SO MATERIALS: Q G
I X PINE SOFFIT WITH 511 FRAMING DIMENSION LUMBER
2 X b COLLAR TIES WATH GONTINOUS VENT AT LOAD BEARING DIMENSION LUMBER FOR JOISTS,STUDS,PLATES,RAFTERS,HEADERS,BEAMS AND BIRDERS,ETC.SHALL U j�2 O.G. CONFORM TO DOG P5 20,AS LISTED IN 160 CMR,APPENDIX A.AND TO OTHER APPLICABLE STANDARDS OR �' U
I%BUILT-i/P FRIEZE bRADIN6 RULES AND SHALL BE 50 IDENTIFIED BY A bRADE(NARK GR CERTIFICATE OF INSF'EGTON
INFOR BY M APPROVED Ab BI TH THE GRADE MARK GR CERTIFICATE SHALL PROVIDE ADEQUATE (� U
TOP OF PLATE INFORMATION TO DETERMINE FBI THE ALLOWABLE STRESS IN BENDING,AND E,THE MIODUWS OF ELASTICITY.
IF AT EACH JOIST,WIRRI AYE CLIPS F
DIM.=MATCH EXISTINS AT EACH JOISi,'IYPICA! ALLOWABLE J015T SPAN5. THE CLEAR SPAN FLOOR J:J15T5 SHALL NOT EXCEED THE VALUES SET FORTH Z'
DODRh'iINDOW HEAD IN TABLES T60 GMR 6G5.23.IA 960529.I5
AND
6G523.IC: THESTRESS EXCEED MODULV5 OF ELASTICITY,E.AND THE ACTUAL N V
DIM=MATCH EXISTING 2 X B CEILIN6 JOIST 6 16"OL. - 56092311D AND 6052.9.1E L15ITEP AT TN THE AME END ES SMALL
ISO LMR 609 VALUES SPECIFIED IN TABLES w
A S REGLI BRIDbINb t 51DGKIN6 TYPICAL EXTERIOR WALL ASSEMBLY _ 5.13 ALLOWABLE SPANS: THE VNEVPFORTED SPANS FOR OEILING,JOISTS SHALL NOT EXCEED THE VALUES SET• PROV P rRAPATI/a.WITP. A5 ND AALL BY CODE) 2 X 4 STUDS B 16"O.G. FORTH IN TABLES 150 GNAT.605.24AA THROU6H 36052.4DD. THE UN%*F-DRTED SPANS FOR RAFTERS E-
PXJVIGE 5/6'TYPE"X'DRYWALL LX1ENb WALL TO RAFTERS 3 1/1"BAIT INSULATION(R-13) SHALL NOT EXCEED THE VALUES SET FORTH IN TABLES 760 CMR,60624A THROIASH 56052AX.
TYPICAL FOR WALL5 Alm CEILINS5. FOR BF.ARIN6 � _ 1/2"GDX WALL NEATFiING
EXTERIOR ALL 5 OVER 5,13 PLYNLOOD SHEATHING: AND WOOD STRU.TLIRAL PANELS USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO
R-30 BATT INBLLATON £ AIR BARRIER DOG P5 I,DOG P5 2 AND HIPHA(AN5U HP,AS LISTED IN 160 CMR,APPENDIX A. ALL PANELS SHALL BE
NOTE: PL- W I OD AND WOOD STRLC7LRAL PANELS SHALLTIFCA OOMPLYCW TTH THEE�&RADCS SPECIFIED INTABLE 700 CMR,560552.I.IA.
VERIFY TOP OF FOUNDATION I i 3 B I6'O.G.STRAPEILINr FINISH
B - 5.1.9A WHERE V5ED AS 5UBFLOCJRING OR COMBINATION 5U6FLOOR UNDERLAYMENT,WOOD STRUCTURAL PANELS Z,
A5 REQUIRED FOR NEW WITH INTERIOR GEILIN6 FINISH � '
2 X B JOISTS.ALI&N EXISTING - SHALL BE OF ONE OF THE&RAPES 51-ECIIFIED IN TABLE-150 CMR,56053.2.I.IA. WHEN SANDED PLYWOOD O
FIRST F WITH R•IP BATT INSULATION NOTE: PROVIDE 5A5ENENT WINDOWS - IS USED AS A COMBINATION BJBFLOOR LAIDERLATNENT,THE GRADE SHALT.BE AS SPECIFIED IN
AND CRAWL5PALE VENTS AS SHIM TABLE T60 CMR,605.9.2.1.15.
5/4'PLYWOOD SUBFLOOR ON THE PLANS.PROVIDE AREAWAYS E+
TOP Or 51.15FLOOR-IST FLOOR AS REGMIIRED AFTER FINISH GRADINS 52 ENSINEERED WOOD Qi
0'-0' 15 COMPLETED. J
ALL 8EAM9.HEADERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS,ORD EQUAL. SITE(BUILT-UP)LVL BEAMS, ( W
TOP OF FOUNDATION WALL SHALL EAR(OE AS M GONDITIONS AND FASTENING 5p JOIST
HEDULES SHALL BE AS REQU/IRRED 13Y THE MANUUrAOMRER ANS,LOAD CAPACITIES, H..]
2 X B FLOOR M15T 0 12"O.L. 6.0 INSTALLATION STANDARDS: > w
(PROVIDE BRID6IN6 I m CKIN6 _ [
TTP BOLT AT 4 PNW.HOR G'OL, - ASREOUIRED BY COCL (])2 X 6 P.T.SILL.PLATE NTH I/2'PIA, 11.1 FRAMING 9Y57EM� WESTERN PLATFORM Q f ANGH(R SOLT AT 46'0.0,TYP W
6.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMINS -
+ -PROVIDE A51PH4TIC DAMP-PROOFING, 62.1 WITHIN 2 X 4 WALL FRAMING, 4 X 4 MIN "
(2) 1 BOTTOM - z b TYPICAL 622 WITHIN 2.X&WALL FRAMINb, 4 X 6,OR 6 X 6(REFER TO PLANS)TOP
- '-'----6"CONCRETE FOUNDATION WALL b2.5 ALL WOOD FO5T5 SHALL BE CINNECTED TO THE WOD FRAHNN6 AT
WITH 6"X 16'FOOTING,TYPICAL TOP WITH METAL POST GAP A.G.OR A.G.E.BY SIMIP'EOK
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" 6.3 COLVMN5(BA5EHENT OR EXTERIOR LOCATIONS):3 1/2"LALLY COLUMNS Wvv N
6.51 BASE PLATES: 6FRIN5FIELD OC-ARIN6 PLATES WELDED TO COLUMN. �1. H+I
6.5.7 CAPS(CONNECTIN6 COLUMNS TO WOOD FRAMING), 5PRIN'&FIF1D BEARING
PLATES OR 51Mf.TON-CC'TYPE COLUMN GAP5
4'CONCRETE SLAB 64 ANCHORS,CONNECTORS AND HAN&ERS t
" OVER 6 MIL.
BU LD I N� SECTION ION A POLY VAPOR BARRIER 6.4,1 SIZE,ONFISURATION,LOCATION AND QUANTITIES TO MEET WINO,EARTHQUAKE
AND 6RAVITY LOADS.
6.42 J015T HAWSERS, TOP FLANGE TYPE(UNLESS,NOT FEASIBLE)SHALL.BE USED AT ALL
CONNECTIONS AS REQUIRED. HANGERS SHALL BE I6&A.MIN,WITH ALL HOLES FILLED
WITH REQUIRED FASTENERS.
5GALE:5/8"= V-0" 6.5 %ALL rRAMIN6 _
(1.5.1 ALL EXTERIOR WALL5 SHALL BE 2: 4 OR 2 X 6(AS INm1CA TED ON PLANS) g'ee'��"m,oe`no•"�a10n k� ==ee
EXTERIOR WALL 5HEATHIN6 SHALL BE FASTENED WITH IOD NAILS AT 10"O.G.AT
INTERIOR i;)PORTS,AND IOD NAIL5 AT G"O.G.AT PANEL EDGES,UNLE55 OTHERWISE
NOTED ON PLANS N.O.N.)
• ` 6.5.2 2 X 4 INTERIOR STUD BC-ARIW6 WALLS liµ.l.9E 2 X 4 STh 5 AT 16"O,C.WI'-1 BLOc. NG
AT MID HEIGHT FOR WALLS OVER�r-ri-T HI&H.ANP METAL X-BRACiN&(51MPS6N 51RCN6 TIE REVISIONS
" TYPE AS)U.O.N.
6.6 FLOOR AND CEILING PRAMINS(UNLESS NOTED OTHERWISE ON ATTACHED '
DRAWIN&5): DIMENSION LUMBER.
6.6.1. PROVIDE DOUBLE JOISTS BENEATH ALL BEARINS PARTITIONS AND AT ALL ROUGH OFENIN65.
• 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALL5 RVNWN6 FERPENDIUILAR
TO WALL AND BETWEEN J0I5T6 TO EITHER SIDE 1=0 PARTITIONS RUNNING PARALLEL TO FRAMIWS.
6.6.9 PROVIDE 50LIP BRIP61N6 AT 5 FT MAX.0.0,
6.6.4 PLYWOOD SUBFLOOR SHALL BE 6LUEO AND NAILED WITH 6D NAILS AT 10"IC.TO INTERMEDIATE
SUFFORT5 AND 6D I:AIL5 AT C"O.O.TO PANEL.EDGE 5U'PORT5. , 05061.00
6.1 RAFTERS NNLE55 I.OTED OTHC-RWISE CN A'1'TAGHEp DRAWINGS), DIMENC-!ON LvvBIm '
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ROOF FRAMING PLAN
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• REVISIONS
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