HomeMy WebLinkAbout0121 DUNN'S POND ROAD (2) T-D
i
i
I
I
i
i
i
I
Town of Barnstable . Building 4$ x: r+ fi yu* " s' '."n'. q` .�' +,.vary :+r
"x„
P ,
This Card So That it.if 1✓isible F,ro.m_the-Street Acpproved,Plans Must be<Retamed'orr7ob and this Card Mu,stpbe`Kept
s BAHlVSTAHtds: ' .�....
ntw&s Posted Until Finai Inspection°Has Been:Made: r n �-;' . ,': a '� =,;w u i
w _ �3 " t3?.•' k
a = f Permit
Where:a.Cert�fieate of,Occupancy',isRequirsd;;such{Budding hall Not be`Occupie°d untu°a Final�lnspection has Reen;made '
Permit No B-17-1996 Applicant Name: ALEXANDER M RANNFY Approvals
Date Issued: 07/12/2017 Current Use:.. Structure
Permit Type: :Building-Addition/Alteration-Residential Expiration Dater 01/12/2018 Foundation:
Location: 121 DUNN'S POND ROAD,HYANNIS Map/Lot: 270 001 Zoning District: RB Sheathing:
177 -
Owner on Record: ROCKWELL,TRAVIS S _ = Contractor Name: ALEXANDER M RANNFY framing: 1
Address: 121 DUNN'S POND ROAD Contractor-License�CS-088595 2
HYANNIS, MA 02601 Est P60je�ct Cost`. $20,000.00 Chimney:
# v
Description: TURN'2ND FLOOR STORAGE INTO NEW GAME ROOM AND --Permit'Fee: b /
BATHROOM _ $152.00 Insulation: )le
Fee"Paid: $152.00
Project ReviewReq: TURN 2ND FLOOR STORAGE INTO NEW GAME ROOM AND Date: 7/12/2017 Final:
BATHROOM -.
Plumbing/Gas
1
r '74 Rough Plumbing:
`Building Official
i Final Plumbing:
this permit shall be deemed abandoned and invalid unless the work authored bythis permit is commenced within sixmonths after'issuance.
All work authorized by this permit shall conform to the approved applicatigi and thes approved construction documen+ts for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by-laws and codes. Final Gas:
� `nis permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
work until the completion of the �same. `- _ ---- r Electrical
3Kie Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
Service:
Minimum of Five Call.Inspections Required for All Construction Work
1.Foundation or Footing - Rough:
2.Sheathing Inspection m ..•- .� ', �-
3.All Fireplaces must be inspected atthe 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,procee.d until the Inspector has approved the various stages of construction.".
Final: -
":Persons contracting with,unregistered contractors:do.nof.have access to the guaranty fund"°(as set forth in MG'L c.142A). n
Fire Departme t
Building plans are to be available on.site Final:
All Permit Cards are the property of the APPLICANT=ISSUED RECIPIENT
TOWN OF BARNSTt0LE BUILDING PERMIT APPLICATION
l
Map 2°7� Parcel . 001 TOWN 0" BAR STABLE. Application
Health Division 'Ji 4', ;� 12: G-a Date Issued
Conservation Division Application Fe l
'Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
Project Street Address Dugu l�
Village
Owner Address
Telephone
Permit Request JUM ld F-Lwf- SWAGr. WM NC6 PVC (1Q3M 6 p
Square feet: 1 st floor: existing proposed E:2nd floor: existing proposed Total new 1�
Zoning District Flood Plain Groundwater Overlay
Project Valuation ?t?006 Construction Type
Lot Size 1 X7 AC Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure B46 Historic House: ❑Yes a410 On Old King's Highway: ❑Yes
Basement Type: mull Ll Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) ISd® Basement Unfinished Area (sq.ft) f 5-4
Number of Baths: Full: existing le new / Half: existing L. new 6
Number of Bedrooms: 3 existing 6 new
Total Room Count (not,inccll ding baths): existing new First Floor Room Count
Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other
Central Air: ❑Yes Lg No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: 9'existing U new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes &40 If yes, site plan review#
.Current Use Proposed Use 11
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name �,'�" 2 Telephone Number ` 73 3
Address z3q .56q9 9Q(2 A-Vk _ License# t)e8,5q.5—
Home Improvement Contractor# 1 � Z
Email Worker's Compensation # Uk3 "q e 95 776q _ J L
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l`�AAft(K4Z
SIGNATURE __ DATE 2
FOR OFFICIAL USE ONLY
APPLICATION #
DATE ISSUED
MAP/ PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL f
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
I
I -
J The ►mmonw."th of Massachusetts
Department of Industrial Accidents
I Congress S ree4 S l00
Boston,MA 02114-2011
1Vorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
EFILEsDWITH=`tI UPEt2M ,INTGAUTH MTV.
Applicant Information Please Print Le,ribly
Name (Business/Organization/Individual):,
Address. Box 816
City/StatelZp:Marstons Mills, MA 02648 phone#: (508) 428-7147
Are you an employer?Check the appropriate box: Type of project(required):
1.a I am a employer with 4 employees(full and/or part-time).* 7. F1 New construction
2 01 am m scdc pfMietm or peonersdhip,wd have mir ernpby w od mig..ffec me in
emnd�Fmg:..
my capacity..fN6workers comp,iimsarmce cegmared]
Iml am a homeowner doing alt work myself.[No workers comp.insurance requiied.l't
10 Q Building addition
4.C]I am a homeowner and will be hiring contractors to conduct all work on my property. I will
ensure that all contractors either have workers'compensation insurance or are sole 11.E]Electrical repairs Or additions
proprietors with no employees. 12.E]Plumbing repairs Or additions
5. I am ageneral n r contractor and I have hired the sub-contractors listed on the attached sheet.
These sub-contractors have employees and have workers'comp.insurance? 13.�ROof repairs
6.❑We me a coppora>rrion and its o f"mceus1ave exercised Aheoratgla of exemption pealMlCL c. I4; �'
152,1§-l 4,and-,weil we ae(e slpllcyaes.[ ei�uarlc y Ansurance)rpgum
*Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information.
t llorneowners who submit this affidavit indica4ing they are doing all•wok and then hire outside contractors rnast submit anew
w affi�lavi4 indieati�tg suck:
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have ,
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
informaadolL
Insurance Compmy lName.
fault K.dt U erwrikers Vnsuurarvice Company
UB-9F857789-16 �10�42D77
Policy#or Self-ins.Lic.#: Expiration Date:
DIVA R'D
Job Site Address:
(1 Z �u� � 6 l City%StateIZip: � �',0 `
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
y agaimtthe violator.A copy of this statement maysbej'forwandeid-to&e Office of lnve'sitagafion�,of fite DIA lfua instuwce
coverage verifica(ion. r
t Xe kereby certify under4ke� s end p k s-of perjr y apt the in formar on provided above is true and correct.
Signature: Date: �P�Zth 7
Phone#: '(508)428-7147
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permii/License#;
Issuing Authority(circle one)
1.Board of Health 2 B6ildin De artiiicut 3.Cit /Town Clerk 4.Electrical'Inspector-5. iumbing'Inspecifo"r
6.Other
Contact Person: Phone#:
, assume tDap�: etrt mf i?:�t�ito��F�t�r
8��fid xzf B�a�idtia�laia$a�ra�;�v�ci. ndaisds
Lirense:��S-08�5�6
ALEXANDER M RANNEY
299 SCUDDER AVENUE.
e
Ex A4 ranto a,:
Com•rn+SFSjoner o4Git Ylo1
s
Restricted to:
uWist feted-Buildings of anyF use group which contain
less than 35r4 q.cubtq-feet(991:;.cuhic meters)
enciosed;space:
Tallure to poss"s a cw44nt edition of-the;Aassid eetis
.State Building Code is cause ipr;revocation of this IlGense. '
OPS Licensitag intoii a iohvisit.:.4NWW,MASS lGE)]7ID
r
r
r
r _
5
.__.,...,T. .,__._._ .,.�� ....,... .n�:�. _.,.. _-w_. __�,. ,..._-....._ems_.,.......,,-....�.,.-..., .o..-.s..•.�..«..,..�.-_.,..._. .�:�.,'a;,..,�...«�.,.�.,«... y
iirHar��rrr�slt/r �aavcrc�Ge�F�edaF:t
`Ofhceof'Gonsumer::Adtairs ausiaassMalwoties'
HOMEiMPRQVEMENT Otd7RAGT,..f R Re�istrationvaUd-for -Useoniy
Free. LLC beforethg expiration date fPtound retum:tP:
�tt�ric w vVPiasar+4vr a-at rS aiPA i'aid3'e�'ia53 FriBlkltfittis4i
752 11101/2018 10 Park Plaza-Suite 5170
Boston,MA 02116
eKp���R��lrrr-:���� 1�
Su [n jT^ LLC; F � Y
Ate er�'sMr 2 R
is `TI'rar'ikful.L2�e
it,tVIA 02635 Undersecretary Not valid without alpature
r _
r
a
'A WC Guide to Wood'Construction in High Wind Areas:110 mph grid Zone
Massachusetts Checklist for Compliance(780 CnIR 5301.2.1.1)t
Check
1.1 SCOPE , Compliance
Wind Speed(3-sec.gust)................................. ............ ...................................,.............110 mph s/
....................
WindExposure Category.................................................................. ...............................................:.............B t<�
1..2..APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories _<2 stories ✓
RoofPitch ......................................... ................. ......(Fig 2).................... ............... ( 512:12
Mean Roof Height ..............................................................(Fig 2)..............................................L ft 5 33' r/
Building Width,W............................... ...........................(Fig 3).............................................. �ft 580,
Building Length,L ..............................................................(Fig 3). ............................................. .�ft 5 80' .
Building Aspect Ratio(LAN) ...............................................(Fig 4). ............................................. .IX 5 3:1 _!G
Nominal Height of Tallest Opening2 ...................................(Fig 4). ............................................ .6•S' s 6'8" v
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................
2.1 FOUNDATION '
Foundation Walls meeting requirements of 780 CMR 5404.1 CIA
Concrete.................................................................. ........................................................ l
ConcreteMasonry................................................................... ................................................................
2.2 ANCHORAGE TO FOUNDATION"
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general.........................................(fable 4)............................................... in.
Bolt Spacing from endrjoint of plate ............................(Fig 5)..................................... in.5 6"—12"
Bolt Embedment—concrete........................................(Fig 5).................................................: . in.a 7"
Bolt Embedment—masonry.........................................(Fig 5):........................................... in.z 15"
Plate Washer.......................... ...... ............ . ....(Fig 5). ............................ ............z 3"x 3"x Y4"
3.1 FLOORS
,
Floor framing member spans checked ...............................(per 780 CMR Chapter 55)............................ ✓
Maximum Floor Opening Dimension....................................(Fig 6)........:.........................................!o ft 512' ,
Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6 7
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall.:...............(Fig 7).................................................... D ft 5 d
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8).............,.........:.:.........................._ft 5 d
Floor Bracing at Endwalls....................................................(Fig 9). ....:........................................................ —�
Floor Sheathing Type ......... . ...........:.... .....................(per 780 CMR Chapter 55).........I........... fink
Floor Sheathing Thickness ............I. ` ..I...........................(per 780 CMR Chapter 55). .........:.... �in.
Floor Sheathing Fastening..................................................(Table 2)...,Id nails at I�in edge/ in field
4.1 .WALLS
Wall Height
Loadbearing walls.........................................:..............(Fig 10 and Table 5)........................... ft 510' L/
Non-Loadbearing walls..............:.;............I...................(Fig 10 and Table 5)....................... .: ft 5 20'
Wall Stud Spacing ...................................(Fig10 and Table 5 ti in.5 2� o.c.
Wall Story Offsets ........................................................(Figs 7&8)............................................ 5 d /
4.2 :EXTERIOR WALLS
Wood Studs
Loadbearing walls..........................................................(Table 5). ............................2x G - ft�in.
Non-Loadbearing walls................:...............................(Table 5)..............................2x�- ft in.
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10)..............:............................
....... ..
WSP Attic Floor Length............:..................................(Fig 11)...........................................::. ft zW/3 r�
Gypsum Ceiling Length(if WSP not used)..................(Fig 11)........................................... ft z 0.9W 17,
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................. ..........................
..... -�
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays
Double Top Plate
Splice Length .........: :.........:...............................(Fig 13 and Table 6)......................................i ft
Splice Connection(no.of 16d common nails).............(fable 6)..........................................................-3
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)`
Loadbearing Wall Connections /
Lateral(no.of 16d common nails)...............................(rabies 7)...................................................... Z y
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)..............................(fable 8)................................ .................... Z
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ...................................... . .............(Table 9). ............................ _3-_ft 0 in.511' ✓
Sill Plate Spans ........................................................(Table 9)........................ . .. Win.511' r/
Full Height Studs (no.of studs)...................................(Table 9)........................................................ I--
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans............................................................. able 9 ft 0 in.512' ✓
9 Ft�in.5
Sill Plate Spans.......................................................... (Table ).................................. 12" ✓_
Full Height Studs(no.of studs)....................................(Table 9)........................................I................ v
Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV
Minimum Building Dimension,W i e 2
Nominal Height of Tallest Openingz ......................................................................... A-5 6'8" 1/
SheathingType.............................................(note 4).................................................. � -
Edge Nail Spacing................................;......(Table 10 or note 4 if less) .................... . I_in.
Field Nail Spacing ........................................(Table 10).................................................�_ in.
Shear Connection(no.of 16d common nails)(Table 10)..................................................... . 7— V
Percent Full-Height Sheathing.......................(Table 10).....................................................�
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Maximum Building Dimension,L .
Nominal Height of Tallest OpeningZ.. ........................ .............................................!"oV5 6'8"
SheathingType.............................................(note 4).....................................................
Edge Nail Spacing............:........................... (Table 11 or note 4 if less).......................
Field Nail Spacing ........................................(Table 11).............................................. (o in.
Shear Connection(no.of 16d common nails)(Table 11)........................................................ 7--
Percent Full-Height Sheathing.......................(table 11).....................................................�//°
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Wall Cladding � �
Ratedfor Wind Speed?...................................................................................
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) /
Roof Overhang.....................................................(Figure 19) ............1,ft 5 smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift. .............................................(fable 12). .................................... ..U=70 pif 1/
Lateral.............................................(Table 12).............................................L=:ffE plf
Shear..............................................(Table 12)..............................................S= Of
Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf
Gable Rake Outlooker.........................................(Figure 20).............. b ft 5 smaller of 2'or U2
Truss or Rafter Connections of Non-Loadbearing Walls
Proprietary Connectors
Uplift. .(Table 14)....... . ...............................U= 41 b. (/
........................nail ).. ..
Lateral(no.of 16d common nails)...(fable 14).......................................L Ib.
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ..........
Roof Sheathing Thickness........................................... ............................................ _in.;-*7/16"WSP C�
Roof Sheathing Fastening...........................................(Table 2).........................................I............. .
Notes: ___9t
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps-per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17 .
e: Comer Stud Hold Downs per Figure 18a and Figure 18b-
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
AWC Guide to Wood Construction in High WindAreas:110 mph Wind Zone'
Massachusetts Checklist for Compliance(780 CMRssoi:2.1.i)t
A
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction,panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction,upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment .
-Zffi
EN THIS EDGE RESTS ON
hI NG WE&NAV-S
,G
.-:-- --
n n
11 a Ir 1
-
' it 11 11 1
'-
q H
1 I 11 1 1
1 11 1I 1 -
11 11
N
-
•
11 m
11 Ip 11 Ir 1 �
1 r 11] �1 l l .
Ir C 11 II 1
W r u 11 W
li 11 � 1
II 11 Ir Y1 1 •.
II .4 li 11°C 1
2 11 l l FW„
r n �.. --�---11 y
r •-li.� _�111� 11 u
DOUSMEDGE
~ NAILSPAcM
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
AWC Guide to Wood Construction: in High end Areas:110 mph FrindZme
Massachusetts Checklist for Compliance(7so Cmx53o1.2.l.l)i
I I Q 1•J 1
= as
1 1 1 yl
1 t 1
COD
I I Ir It
1 1 d t
1 w, E1 Ij
12d iI II
I I FRAMING MElaSBERS t 1
I I E (:E[MU DIATE 11 4 t'
1
=4 2 1
1
1 1
ZIAft
� j 1
1 j 1 1
STAGGERED 3'MK
NAIL PATTERN PANEL
PAWL EDGE DOUBLE NAIL EDGE SPAMG DETAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
AWC Guide to Wood Construction in High Wind Areas:110 fnph Wind Zone
,x
Massachusetts Checklist for Compliance(780 CAIRs3oi.a.1.i)1
FAQ*: WFCM Checklist
Question: I understand if a new home is built in a town in a'110 mph wind zone
then the American Forest and Paper Association (AF&PA) Wood Frame
Construction Manual can be used to prescriptively design it. I also understand
that in some cases the home can be framed per the WFCM1oo mph Guide, if it
meets certain requirements including but not limited to aspect ratio, roof height,
number of stories, and exposure category (B). I have heard that Massachusetts
has a "modified" checklist that can be used instead of the checklist at the end of
the Guide. Is this true and what can you tell me about this "modified" checklist?
Answer: You are correct on the items that you have noted. MA has modified the
checklist in several important ways. The MA version allows a roof with a pitch up
to and including 8 in 12 to not be "counted" as a story. Further it does not require
steel hold downs and straps in many locations if full height sheathing is used.as
defined in the MA checklist. Further, if the building will have furring strips
installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the
ceiling joists are not required. There are other changes as well that were not
noted here.
The MA version of the checklist was formulated in recognition of the highly
regarded framing methods used in MA for many years and wood framing that has,
been used in North Carolina over the past io to 15 years which has performed
well in severe hurricane weather in that state.
*Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of .
the BBRS.
DATE IMM/DDNYYYI
CERTIFICATE OF LIABILITY INSURANCE
ASZERTICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS (
CERTIFICA DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY,THE POLICIES BELOW.
THIS CERT16CATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE
OR PRODUgER.AND THE CERTIFICATE HOLDER.
IMPORTANY If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WANED,subject to
the terms arld conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to
the certificate holder in lieu of such endorsemen s.
PRODUCER, CONTACT
i NAME: `
ROGER&GRAY INS AGCY PHONE FAX '
434 RTE;134 (A/C,No,Ext): (A/C,No):
! E-MAIL
SOUTH DENNIS,MA 02660 ADDRESS: i
2342X I INSURER(S)AFFORDING COVERAGE NAIC#
INSURED INSURER A HARTFORD UNDERWRITERS INSURANCE COMPANY
PANNEY&RIM INGTON CUSTOM BUILDING LLC INSURER B:
i INSURER C:
j INSURER D:
PO BOX{816 INSURER E:
MARST?NS MILLS,MA 02648 INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE'18SUED OR MAY PERTAIN.THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY
PAID CLAIMS.{
INSR ADD SUB - POLICY EFF GATE POLICY EXP DATE :
LTR I TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $
CLAIMS MADE ❑OCCUR. PREMISES(Ea occurrence)
l ED EXP(Any one person) $
ERSONAL&ADV INJURY $
GEN'L A GGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE ` $
POLICY
[:]PROJECT❑LOC
RODUCTS-COMP/OP AGG $
AUTOMbBILE LIABILITY, COMBINED SINGLE $
MY AUTO LIMIT(Ea accident)
ALL OWNED AUTOS BODILY INJURY $ .,
S8HEDULE AUTOS (Per person)
HI�ED AUTOS BODILY INJURY $
NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $r
(Per accident)
71
UMW 9RELLA LIAB OCCUR EACH OCCURRENCE $'
EXCESS LIAB CLAIMS-MADE AGGREGATE $
D50UCTIBLE $
RETENTION $ $
A WO WS COMPENSATION AND X WC STATUTORY OTHER
EMPLO1. ITS LIABILITY YIN UB-9F857789-16 08/06/2016 OaMS12017 LIMITS
ANY PRgPERITORIPARTNERIEXECUTNE a NIA E.L EACH ACCIDENT $ 100,000
OFFIC MBER EXCLUDED7
(Mandatdry in NH) EL DISEASE-EA EMPLOYEE $ 100,000
If yes,deWbe under E.L.DISEASE-POLICY LIMIT $ 500,000
DESCRIPTION OF OPERATIONS below
DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIRESTRICTIONS/SPECIAL ITEMS
THIS REPLACIES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE.
THE INSURE[�'St&WORKERS COMPENSATION POLICY AND ITS U IITED OTHER STATES ENDORSEMENT AUTHORIZES THE PAYMENT OP BENEFITS FOR CLAIMS
MADE BY THE INSUREDS MA EMPLOYEES IN STATES OTHER THAN MA.NO AUTHORIZATION IS GIVEN TO PAY CLAIMS FOR BENEFITS IN STATES OTHER
THAN MA IF THE INSURED HIRES,OR HAS HIRED EMPLOYEES OUTSIDE OF MA THIS POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OTHER THAN MA.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED
BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DFLIVERED
i IN ACCORDANCE WITH THE POLICY PROVISIONS:
a AUTHORIZED REPRESENTATIVE
1 �
ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORP fthts reserved.
s -
i
� 1
l
Town of Barnstable _ f.
Regulatory Services
KAMRichard V.Scali,Director. "
9.16 Building Division.
Paul Roma,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 568-790-6230
Property Owner Must
Complete and Sign This Section .
If Using A Builder
I, VV� ( ,as Owner of the subject property
hereby,authorize PtAWW D.Pt 94twl to act on,my behal f
in all matters relative to work authorized by this building permit application for. ,
(Address of Job)
**Pool fences and alarms are the responsibility of the applicant. Pools
are not to be filled or utilized before fence is installed and all final
inspections are performed and accepted. - l
ignature of er _ Signature of Applicant
dp
Print Name _ Print Name
Date
QTORMS:OWNERPERMISSIONPWLS
Town of Barnstable
Regulatory Services
�trte t Richard V.Scali,Director
Building Division
BATUMABLF- t Paul Roma,Building Commissioner
1639. 200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION:
number street village
"HOMEOWNER":
name home phone# work phone#
CURRENT MAILING ADDRESS:
city/town state zip code
The current exemption for"homeowners"was extend �to include owner-occupied dwellings six units or less and to allow
homeowners to engage an individual for hire who does qt possess a license,provided that th owner acts as su ervisor.
DEFI?"ON OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides, r intends to reside,on which ere is,or is intended to be,a one or two-
family dwelling,attached or detached structures accessory to such use and/or farm strut es. A person who constructs more than one
home in a two-year period shall not be considered a homeownerZ\Such"homeowner"shall submit to the Building Official on a form
acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section
109.1.1) ��
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection
procedures and requirements and that he/she will comply with said procedures and requirements.
Signature of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code
Section 127.0 Construction Control. \
HOMEOWNER'S EXEMPTION
The Code states that: " homeowner performing work for which a building per 't is required shall be exempt
from the provisions of this se 'on(Section 109.1.1-Licensing of construction Supervisors);pr vided that if the homeowner
engages a person(s)for ' e to do such work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor
(see Appendix,,Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often
results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot
proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is
ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the
permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On`the last page
this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in
your community.
Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc
06/20/16
A�
^V 1
MBLU 270-001 h
121 DUNN'S POND ROAD Lp p
HYANNIS, MA
0
TANK
DWEWN s,9
EX.
DECK '
00
.0 , hh
SEPTIC FROM ASBUILT
ON FILE AT THE TOWN \
HEALTH DEPARTMENT
BUILDER TO CONFIRM -7
CERTIFIED PLO T PLAN
ROCKWELL RESIDENCE
121 DUNN'S -POND ROAD
I CERTIFY THAT THE IMPROVEMENTS`SHOWN � OF 11.4s, HYANNIS, MA
HAVE BEEN LOCATED BY A FIELD SURVEY. ,���' 90
9 DATE: MAY 22, 2017 DRAWN: Res
ROBB �, JOB #: S320
o SYKES � SCALE: .1 =.50 DWG. CPR
N 35418 y EASTBOUND
*LAND SURVEYING, INC.
P.O. _BOX 442
ROBE SYKES, P.LS. DATE
° ^ FORESTDALE, MA 02644
508-477-4511
Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559
CLOSED-CELL FOAM INSULATION SPEC SKEET
CONTRACTOR: � ocv,Vu
JOB SITE AD iss'.. V
DATE: a �'
AREA THICKNESS R-VALUE.
Ceiling
Cathedral Ceiling
Garage Ceiling
B asem ent C eiling
Slopes.
Exterior'W all
Garage Hse. W all
Walkout W all
Cathedral W all
B lockers
Overhang
S taiOR isers
t
i
All R-values and thickness measurement eemed to be accurate by the following installers.:
TECHNICAL DATA FOR MATERIAL, TS A.''"3 " (TTED TO THIS FORM
Arnthane ThermaOGuard CC2
N, TECHNICAL DATA SHEET
j
i
PRODUCT NAME PHYSICAL CHARACTERISTICS
Pro e Value Test Method
��� Density(nominal): 2.0lb/ft3 :�'ASTMD-1622 �
R-value: 7/inch ASTM C-518
ThermatGUard CC2 P ASTM D1621-94
Compressive Strength: 35 PSI
Tensile Strength: 70 PSI ASTM D 1623-78 "
PRODUCT DESCRIPTION I Dimensional Stability: <4%4 ASTM D 2126
Closed Cell Content: 96%' ASTM D 2856 I
ThermalGuard CC2 is a fast set,closed Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283
celled,245fa-blown spray polyurethane Vapor Permeability: 8 Perms @ 2 ASTM E96
foam(SPF)insulation designed for use Fungus Growth: None ASTM G21
in residential&commercial structures, Service Temperature: 250 OF(120°C)*
i
exterior foundation or perimeter
insulation,below grade *Service
- 'Service temperatures will vary depending on application. Contact yourAbilitne Technical Representative for
recommendations and limitations. Always testThermalGuard CC2 jor suitabilityfor yourpar6cular application in
exterior tank/pipe insulation and etc. a safe manner.
ThermalGuard CC2 is applied as a LIQUID PROPERTIES
liquid and expands 25x in seconds to fill Property Value Test Method
and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D 2196
1100-1300`CPS ASTM D-2196
and size. It exhibits superior thermal Viscosity(B) f
insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475.
attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 j
conventional insulation materials.
REACTIVITY PROFILE
Once full cured ThermalGuard CC2 Value
y Property
remains rigid maintaining significant 2-3 seconds 25°C(77°F)
g g gni j Cream Time: @ ,
structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F):
insulation properties in adverse
conditions across a wide variety of COMBUSTION PROPERTIES
applications.` Pro e Value -I S Method
Flame Spread Index: <-25 ASTM E-84
MANUFACTURER ( Smoke Development:
5450 ASTM E-84
ThermalGuard CC2 is manufactured I PACKAGING&STORAGE
exclusively by Drum Weight(A) 551 lbs j
Drum Weight(B) 500 lbs
Arnthane Inc. Total Set Weight 1051 lbs
1002 West Main Street Storage Temperature Range(STR) 60—80 OF
Richmond,MO 64085 Shelf Life at STR 6 months
P.816.776.3015
F.816.776.3215 *Do not allow material to freeze. Do not pre-heat or recirculate(B)material as it will cause frothing mid'loss of ;
www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of
blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump
cavitation and poor mixture of(A)and(B)components. For best processing performance truing application(A)
CORROSION and(B)drum temperatures should be between 60 F-807.
!
i
ThennalGuard CC2 is chemically& PROCESSING PARAMETERS
physically compatible with all common Processing Pressure Range: 900-1400 PSI*
building materials including electrical Processing Temperature Range: 115—145°F*
wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35-105 OF
(PVC),copper,vinyl,and glass. j Ambient Temperature: 35—105 OF
Substrate Moisture Content: < 19%
INSTALLATION Yield: 3800-5060 Board Feet Per Set* I
Maximum Lift Thickness: 4 inches**
ThermalGuard CC2 must be spray
applied U$I 'Processingparameters&yields can vary widely depending on substrate temperature,type&condition,ambient
ng approved equipment.Use
temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the
1:1 proportioning ro
p p g system that can qualify and characteristics ojlhe foam and adjust equipment temperature&press+.%'e settings as needed toachieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and j
pres sure.requirements.
performance of the foam.
—ALWAYS test ThernwlGuurd CC2 at desired thickness in a safe manner prior to insulating structure to ensure
that it can be safely iltstalled at the desired lift thickness without risk of charring or combustion. It is the ecclusive
responsibility of the applicator to achieve proper liftthickness for safe application. Safe lift thickness may vary i
from application to application.
I
fi
Arnthane ThermalGuard CC2
TECHNICAL DATA SHEET
appropriate PPE as required by OSHA, intended for use by nonprofessional.
ThermalGuard CC2 demonstrates NIOSH,and state/local safety. applicators,or those who do not
excellent adhesion to various substrates regulatory agencies. purchase or utilize this product in the
when installed according to normal course of their business. The
manufacturer specifications. It is the applicator's responsibility to potential user must perform any
comply with all job site safety pertinent tests in order to determine the
ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in
require agitation. Do not pre-heat or NIOSH,and state/local safety the intended application,since final
recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product
result in the"boiling off'of the 245fa for any particular use is the
blowing agent which will result in poor LINHATATIONS responsibility of the buyer.
yield and poor foam performance.
ThermalGuard CCf should not be left All guarantees and warranties as to the
ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall
at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and
pass with a minimum of 30 minutes high heat or open flame:. warranties expressed the
between passes,. It is the applicator's manufacturer. The buyy er's sole remedy
responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against
particular application prior to with an approved 15-minute thermal the manufacturer of the product. The
commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is
the product can be installed safely at the residential or commercial buildings. to be used as a guide and is subject to
desired thickness. Installation must comply with all change without notice. The information
applicable building.codes. herein is believed to be reliable,but
SAFETY&ENVIRONMENT unlrnown risks may be present.
Do not install ThermalGuard CC2 at a
ThermalGuard CC2 is installed by . thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR
independent SPF contractors. It is and do not apply subsequent passes IMPLIED,INCLUDING PATENT
recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES
verify that the SPF insulation contractor In rare cases doing so may cause OF MERCHANTABILITY OR.
maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY
and licenses and is properly trained to ARNTHANE INC.WITH RESPECT
safely.install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR INFORMATION
test lift thickness for a particular SET FORTH HEREIN.
ThermalGuard CC2 achieves a Class I application prior to commencing
Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall
constitute a permit or recommendation.
exceeds minimum building code can be installed safely at the desired
requirements for fire safety. thickness. to practice any invention covered by a
patent without a license form the owner
ThermalGuard CC2 has low odor during Please contact your technical sales of the patent. Accordingly,buyer
application and produces no toxic representative for recommended assumes all risks whatsoever as,to the
vapors after application. equipment configurations and for use of these materials,and buyer's
recommendations for your particular exclusive remedy as to any breach of
Always read and follow all Material application. warranty,negligence,or other claim
shall be limited to the purchase price of
Safety Data Sheets provided with all
the materials. Failure to adhere to
shipments.Additional copies are DISPOSAL&CLEAN UP any
available upon request from Amthane recommended procedures shall relieve
sed Arnthane Inc.,and the manufacturer of
Inc.or your technical sales Cured/reacted product may be dispo
representative. of without restriction.Excess liquid W all liability with respect to the materials
and'B'material should be mixed and their use thereof.
Basic PPE safety equipment is required together and allowed to cure,then
for personal protection including,but disposed of in the normal manner.
not limited to:long-sleeve chemically Product containers that are"drip free"
resistant overalls,rubber,nitrile,or may be disposed of according to local,
latex gloves,splash shield or safety state and federal laws
glasses with splash guards,rubber or
leather boots w/covers,full-face air-. WARRANTY&DISCLAIMER A
purifying respiratory(APR)with ® Arnthane
appropriate cartridges or full-face The data presented herein is subject to
supplied-air-respirator(SAR),and other change without notice and is not Amt n Main street
Richmond,MO 64085
P 816.776.3015
F 816.776.3215
wwarrithane.com
w.
V�j/0 P, 6
rs r
-------------
-----------------
Pi
Imo%
f j� 7 �� Dall
c�
o
l� �
4
(MITI OF 8ARNMABLE
'WoosDIVISIN
P � -
.
}
�+owl,
a� R� �-
• -� r 5 . }
...'� i . tn.
I{ I �
"-_�-3- .-� "' 3lg,-o' r g y 3 #: .. - .+' ,p r + -.;ens'^-.:'.t•s.4a ., aY -- 5•fir•-s�-r
� r --�.. �# -yxr 'ob..
/ / =.,•.,,,� .'�v�,•-. -_..,. 4r •t- -.r- .. .-,--,--•--> ,-
�
. ... -- -- u-,r,-�,.F,. d.... ..;.;a ev�a.:y^� .�." �',f°5.^,, '-R�.`,P--.F:' "s -�..?.4 ..€�R. �.r-. -���..,+y�s �"'�'.�..�.'si�.�?.•ro ��x.,2��*... ,c?' t� ��{..r.-.�'�' � yu'�'�£?�.
' : i -.. � - ..,;*K ^'�.�. s .•3. ct ,xi,sK.. .�'#�,... �:-.ram'--t a �""" x .sty"-^� �, ;'•
- / - '� t ,..,y z�'x:.._-v;2,: .:..'�.- r..>•. ',.: _:- '�.� n.�:•,� :•. .'C °.� .,�,.:--. .'vn-. sx. �a"',.�; -`�i� ''f �i.��..;..r....c,:�sd
r 4
�.�.-
.. ..� .� ��.. ,.Q. -s` .,...�-„'�• '�..•� �5xfi.�' ;..�&t- .F:.a Tn �y,� .}.'�_�.k.� .�;��,�t.,�'. s�2..:.,�,o�i.FX '��e4^"i-fir,•,.,.;�*..�c :a-u }a"fl �?
(l I. I �i
,
-- pRS REVIEWED e
4
-�! TEC
E DE
ARNSTABLE BUiLDIN DEPT.
FlRE DEPARTMENT
DATE
IGNATURES ARE REQUIRED FOR PERM'
BOTH S
,
A
M a
a .
+r
id x
,r z
,lz
�� RA
�Y (�
r,0. *
P
<
_ -, y we '- 'tom `�*. i J: � ✓l � k T� H - , i .e +
c`Y
t:
ram''
a:
Y 1
n
E I
. f
,
:
r -F
P
i
4
_ � � ,'F,,,'�b-,'��L'�.,T.t:- �rf'`..€��s�A,.,,,�,,��.`z'{S �.�'$ w"���`�r` `�,, z`;�� c 'n�",•3"'�m_z: '"*!
- - �-,5•,au`�s^S�^yYn J?..�ti+.?� ....V.x.Z L.�� _ #'� _.- ...�' ,. '�..-i�. .x�'a� - u ra..� ��
i
� I ,
J f
RAW
G-L==. �i
V"m
INS
.........kikkkk
UJI
s
w
, Jt
i
ji pwp
New 240 Rafters at 16"0,C,in Roof and Floor
I �
I !
i
I (
. I I ii ) I , � ► , I i ► �
i I I ! i
POOR
N e ,
2nd Floor Proposed Floor Plan
Proposed came Room/Office
If
} ! Proposed o, Xq
` Bathroom
s
� - _
��J�S ��
� Zr .
Ji ,.
.. y�� � ,.. !r�
_____ I��,i i .........�i..___� �� ,
�� � i� i
�.._._ I �� — ice._ .1 _ � _
{,�
1,
� Z( pwp
ZAO
I-- — New 240 Rafters at 16"O.C.In Roof and Floor
I
ZK.
ji
Li
Dus 'b �
2nd Floor Proposed Floor Plan
t t qa6
i SPrcpowd Game Room/Office
-
If
Pro
2
Bath om .. __... (0 ,
y
f
2 �
-DUMPY
2nd Floor Proposed Floor Plan
to
. t oe �
'W Propgsed Game Room/Office
IV am4K
Pro -� 0, x"1 r � ►�
Ba om _:�v
. L
�-----__.___---- .._._ �� �'.ram_-i i i � r i--_=I� f �"•---_��. �' _ i- ,. r-"'l i l`".�' �' �...� - i I
�i �_�=-�! I;�-_� , ;� �; li- _._ii ►j ; �) �� �_� i! ,r_�II ���-- i it I �� '
6
lt)L)NDJS PO"
9981 fia ? `�-' �^ Y - i1v'T,.� ^i`-`� ' '�---r' - ' LvF '^,. _ Y-'a.: y&'�� �•$r$ 4 '<-0.3w? ••
F��
�` �"'y�ma's. Wit, u...��� �����r �yr gar". `',�r�x�'•,���s�- ' Y. -'."^S�i,K+`%�
-
xF..�
i I I I i
j I
J
1 r ,y BLE
l
s Woos P -
i
M.
IF]
- _
'I
E,DETEC ORS REVIEWED
i
DATE i
ARNSTABLE BUIIDIN DEPT.
FIRE DEPARTMENT
DATE -
ARE REOUIRED FOR pERMITINO
BOTH SIGNATURES
o
laftvente
747.
et`;lenglh 1 "
3t� r arch tochirW aapttatt,
vviti ate�,and wator t#060
Nsl-
1w llu a H 115
laf .
, $$*( >
As�ntir�uous<rertt+ d 1R"atv�Yl ;8 oe�9eng
t. kA§bil6-rr in insulation in
New,-2x6 walls ot2.4 P.C.
C•
Fntig<taat ansulatdgr►,' �` '`'' ua#�'� tta;plagtPtf
Newsheattiin wiUbe 'tsl-aand
end�lt�rs tD -th*,,r.-down-to r
ly3/ "'Q+ pwhtrthe exlgiplet aa glued,to:joist :,.
bolted to e�foundafin
v411�window; nd dooc herders: ----
r +er to l M. t `
pAeni ngs Head r m i �d t •2 1a;"Jo,s sus r'tra"strng
:Bear!ng li hallsi p9rI qow-
r r ,
R� :batt_insulcafion atvhd of joist to
pid,aubfioor' :
r
- �` ° �z� .;�:. . . ' GQisfi�t�;2ic�laists,.•
Ex� ting Sfl pundabon
J
t
CROSS,,"SEICTI O .
12T D1JNN'.�Sr PQND,R,QAD
EMI NN1S:
r
6112 Pik roots - ��-
Rafterleng0t.1IN
`.�.plymml-sheathing. '
ntedI.r'd,
with ire and ureter ba ffii r]30#4e1t
2xl O ra fters:at.l 0'-O.C..-ied to-top
pf r ,Ffi? fiumc e.-p[rpw.
.ix6��sdiat'1�cS�ctffit
�cc�ntin�a� en#ed;;s k . : ejling jols%.0 1
R-49 blown insulation in
1 d into:at46spac 316
N .wr•.2x6 watts at Z4"O:C. _
--:w-'R- D ba .ins u ftt ion 1 ; Cirni.waj oa with-. laster .
Neu sheathinwvwllt'e,l-st-and
n4-,IIo stogotherriApwn:.tw. �1
the.e gsting:sitl ply a that ara 31 " piywaod,,glued tmjo.ists,
bolted to,exjsting foundation:
AlFawindaw.and door header;
refer to,W. FCM:.Table.�
Openings Headers,in Lb
od
Neva JQissistet~t+ esling:-1 "
B.eanng 11l/411% pet W."hdovu
hed l •si +�s..
R-39.bait:insulation:at•end-of joists to
awl, nn
a►m -;subflnor
f
_ Existing 2*joists,
" 14ew.-R-30 t •insulatiarv.,, "
i
E�xisting'8"'foundation
v
CROSSSEM.M.
121.DUNNrS'PO?QD`R-0AD.
`HANTIS.'
1