HomeMy WebLinkAbout0048 ROSARY LANE �l8 �d✓gJz lJw�
J� _ __ \
Town of Barnstable _ Building
- g
�Post:This Card So That rt isU�siblerFromgth ,Street Approved Plans Must;be Retained on Joband this CardMust be Kept Y
pp 1AAH • ,'; ,.y B en;Ma e ,P: 5 R, _ Permit
�ess� PostedUntil final inspection Has a 3 -� E
° WFi'ere:a Certificate ofrOccu�anc is Re uired such B�utldm shall"Not be Occu red until a'Finatlnspect�on;has been made,
Permit No. B-20-868 Applicant Name: ERNESTJ JAXTIMER Approvals
Date Issued: 03/20/2020 Current Use: Structure
Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/20/2020 Foundation:
Location: 48ROSARY LANE,HYANNIS Map/Lot:_ 344 058 Zoning District: B Sheathing:
Owner on Record: ROSARY LANE LLC ff', Contgaactor Name ERNEST J JAXTIMER Framing: 1
Address: 48 ROSARY LANE g Contractor"l ce CS-003251 2
HYANNIS, MA 02601 Est' Project Cost: $35,000.00 Chimney:
Description: construct two bathrooms at existing structured �Permit Fee: $418.50
i Insulation:
` Fe`ePaid: $418.50
Project Review Req: `. Final:
Date 3/20/2020
" `
x Plumbing/Gas
Rough Plumbing:
Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized,by this permit is commenced within s months after issuance.
All work authorized by this permit shall conform to the approved application and the`approved construction documents,for whlch=this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structureslshall be in compliance with the local zomng;by Iaws,and codes.
This permit shall be displayed in a location clearly visible from access treet'or road nd shall be maintained open for public inspection for the entire duration of the Final Gas:
work until the completion of the same. '
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by Bu Id ng anFire Officls are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work: Service:
1.Foundation or Footingy
2.Sheathing Inspection �, Rough:
..
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
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final
• BAMSTnBIE, •
MASS.
i639. Town of Barnstable
��
A
FD N10� Regulatory Services
Thomas F.Geiler,Director
Building Division
Thomas Perry,CBO
Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
i
If Using A Builder
ck�'��e r
I, � ,as Owner of the subject property
hereby authorize �c,-'<��wXr 31 -d 1�er' /�C• to act on my behalf, .
in all matters relative to work authorized by this building permit application for:
`I t) Ro5c_r L,,,-
(A dress of Job)
(�o `Z0
Signa e Owner Date
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side.
C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc
Revised 072110
EDJJAXTIMER,
BUILDER - LANDSCAPE r MILLWORK
Licensed Designee
Job Location — e"
Property Owner— T
Applicant— E.J. Jaxtimer Builder, Inc.
i
Licensed Designee —Jeffrey Garran
CS L—078442
Cartimartwea9th of Massachusetts
s Division of Pr-Qfes-sional Licensure
Board of Euildcag Regulations and Standards,
Go nstRtaS .risca�
JEFFREY 8 GARRAN I� r
110 SALT IR0 K RL, } I
AiN 'fAKLfvlA:02630 r•
t Commissi.on
61G�
Appli ant - E.J. Jaxtimer License Designee -Jeffrey Garran
48 Rosary Lane,Hyannis,MA 0260.1
508-771-4498.508-778-491.1 •Fax 508-775-4909
www.jaxtimer.com
A�® CERTIFICATE OF LIABILITY INSURANCE FDAT1/0/202�'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER CONTAC
NAME: Erica H.O'Connor
HART INSURANCE AGENCY,INC. PHONE FAX
243 MAIN STREET C o Ex (AI No
PO BOX 700 ADDRESS, eoconnor@hartinsuranceagency.com
BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC If
'INSURERA: ARBELLA PROTECTION INS CO 41360
INSURED EJ Jaxtimer Builder,Inc INSURERB: NORGUARD INSURANCE CO 31470
48 Rosary Lane
Hyannis,MA 02601 INSURER C
INSURER D:
INSURER E:
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 ISSUED 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 ADDTYPE OF INSURANCE JULSUER POLICY NUMBER MM/DD/YYYY MIW POLICYPOLICY EFF
LTRm LIMITS
A COMMERCIAL GENERAL LIABILITY 8500042039 01/01/2020 01/01/2021 EACH OCCURRENCE $ 1,000,000
DAMAGE REED
CLAIMS-MADE V OCCUR PREM SESOEa occu ence $ 300,000
MED EXP(Any one person) $ 5,000
PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000
POLICY PRO- ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000
JECT
OTHER: $
A AUTOMOBILE LIABILITY 1020011547 01/01/2020 01/01/2021 COMBINED SINGLE LIMIT $ 1,000,000
accident
ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
HIRED NON-OWNED PROPERTY DAMAGE $
AUTOS ONLY AUTOS ONLY Per accident
A UMBRELLALIAB OCCUR 4600042040 01/01/2020 01/01/2021 EACH OCCURRENCE $ 5,000,000
EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000
DED RETENTION$ 10,000 $
B WORKERS COMPENSATION EJWC139902 01/01/2020 01/01/2021 SPR TATUTE ERH
AND EMPLOYERS'LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE -YIN
E.L.EACH ACCIDENT $ 500,000
OFFICER/MEMBER EXCLUDED? N/A
(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000
It yes,describe under 500,000
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required)
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
@ 1988-2015 ACORD CORPORATION. All rightsreserved.
ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
' 600 Washington Street
Boston, MA 02111
www.massgov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): E.J. Jaxtimer, Builder, Inc.
Address: 48 Rosary Lane
City/State/Zip: H q 61 n n 1 S . A v Phone#: 508-778-4911
Are you an employer?Check the appropriate box: Type of project(required):
1. ✓ I am a employer with 40 4. I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. New construction
2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling
ship and have no employees These sub-contractors have 8. Demolition
working for me in any capacity. employees and have workers'
9. Building addition
[No workers' comp. insurance comp. msurance.1
required.] 5. We are a corporation and its 10. Electrical repairs or additions
3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12. Roof repairs
insurance required.] t c. 152, §1(4),and we have no
employees. [No workers' 13. Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
: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
information.
Insurance Company Name: Norguard Insurance Co.
Policy#or Self-ins.Lic.#: EJWC139902 Expiration Date: 01/01/21
Job Site Address: LI0 Retc.r, (hit City/State/Zip: IA / v1\11,tl _MA 07601
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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 day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains an enalties of perjury that the information provided above is true and correct.
Signature: Date:
Phone#: 508-778-! 9�1. .
Official use only. Do not write in this area,to be completed by city or town officiaL
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department.3.City/Town Clerk. 4.Electrical Inspector &-Plumbing Inspector -
6.Other
Contact Person: Phone#:
VE
ti Application Number.............
..............
Permit Fee .......Othe'r Fee..........
MAB&
16.59. 16
TotalFee Paid................... ......... . .
. . . .
ARNSTABLE Permit Approval by. .............
TOWN OFB
I-S
BUILDING DING PERMITMET.... ......................Pared..... . .v..........................
APPLICATION
Section IOwner
9s Information and Project Location
"Vill N- —SCANNED
Project Address RC$5 m,
LCI,,c -,LLC MAR.2 0 MO.
Owners Name Rmc-c��,
Owners Legal Address- Ll b
A/\A Zip 07601
city 14 ----------- state
E-mail
owners Cell
Section 2—Use of Structure
Commercial Structure over 35,000 cubic feet
Use Group_-.
Commercial Structure under 35,000 cubic feet
El Single/Two Family Dwelling
Section 3 Type of Permit
E] New Constmotion Fj Move/Relocate E] Accessory Structure El Change of use
Fire Alarm
F� Demo/(entire structure) F] Finish Basement ❑El Family/Amnesty E]
F] Deck Apartment ❑ Sprinkler System
Rebuild
Addition ❑ Re taining wall E] Solar
EIRenovation El Pool ❑ Insulation
Other—Specify
Section 4-Work Description
2/9/2018
Tq.dTmd-qtecL
Application Number.................................................... .
Section 5-:-Detail
Cost of Proposed Construction 3 5,000.0 y Square Footage of Project �511
Age of Structure `�2 yt-s Dig Safe Number
#Of Bedrooms Existing — Total#Of Bedrooms (proposed) --�
110 MPH Wind Zone Compliance Method ❑ MA Checklist❑ WFCM Checklist Design
Section 6—Project Specifics
,•J�y�/����.iWiring,,«6�., ❑ Oil Tank Storage ❑ Smoke Detectors
Plumbing [] Gas ❑ Fire Suppression
Heating System ❑ Masonry Chimney ❑Add/relocate bedroom
Water Supply Public ❑ Private
Sewage Disposal ❑ Municipal On Site
Historic District ❑ Hyannis Historic District ❑ Old Kings Highway
Debris Disposal Facility: ryro,,_ - ,sTcr- �, 'ti I am using a crane ❑ Yes ❑ No
Section 7—Flood Zone
Flood Zone Designation
Within or adjacent to a wetland, coastal bank? Yes ❑ No
Section S—Zoning Information
Zoning District Proposed Use Na c • C' Lot Area Sq.Ft.
Total Frontage N A Percentage of Lot Coverage #of Dwelling Units (on site)
Setbacks Front Yard Required Proposed�—
Rear Yard Required Proposed
Side Yard Required Proposed
Has this property had relief from the Zoning Board in the past? ® Yes ❑ No
I
f
Last undatad.2/9/201 S
i
Application Number...........................................
Section 9—.Construction Supervisor
Name Ci X •Soi&r. (Telephone Number 1� 8`�4?11
Address l�'Q$�(�Laow Cit)r A(-w*5 State_,Y Zip DZ�d J
License Number I License Type CSL Expiration Date � l�4 202,;2
Contractors Email Pi7�c 't��►�'tQ�� (,pwt Gsd' .M¢ -Cell# �60V 7W -�3 �Z3
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts She Building Code. I understand the construction inspection procedures,specific inspections and
documentation re e 8 wn of Barnstable.Attach a copy of your license,
Signature Date
r
F
Section-10—Home Improvement Contractor
Name i"Ir Telephone Number C - 7
Address City State Zip
Registration Number 0 6 Expiration Date- �l 2
I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780
CMR the Massachuse Building Code. I understand the construction inspection procedures,specific inspections and
docimmentrtion re an e le.Attach a copy of your H I.C...
'Signature Date
Section 11 -Home Owners License Exemption
Home Owners Name:
Telephone Number Ce ork Number
I understand my responsibilities under th and iof
gulations for Licensed Contraction Supervisor in accordance with 780
CMR the Massachusetts State g Code. I undstand the construction inspection procedures,specific inspections and
documentation require 80 CMR and the Town Barnstable.
Si Date
r
#PPLICANT SIGNATURE
Signature Date
/S
'� Print Name o1>C�'►rVlPry- Telephone Number C J
E-mail permit to: '����,. > ' d'�'V+ r� • bWl�
i
i�
a
Section 12—Department Sign-Offs
Health Department ❑ Zoning Board(if required) ❑
Historic District ❑ Site Plan Review(if required) ❑
Fire Department
Vi
Conservation ❑
For commercial work,"please,take your plans directly to the,fire department for approval
a.
Section 13—Owner's Authorization
I , as Owner of the-subject property hereby „
to act on my behalf, ii� all
authorize � -
matters relative to work authorized by this building permit application for:
(Address of job)
'weer dateM !
Sig
nature of O
Print Name
a
I
\.c.J. a'f x Ire a • � i ` .
Last updated:2/9/2018
d.
j<g
HHHN777i i _
1 A
J-q
I
r
v
ti�F 4
v
e
CD
INJ
Co
`i
.01�
O
Vim/ n
n r
TOWN OF BARNSTABLE Permit NO. .3.1.768.......
BUILDING DEPARTMENT
TOWN OFFICE BUILDING Cash /
a6�9• '
��rour HYANNIS,MASS.02601 Bond .............J
CERTIFICATE OF USE AND OCCUPANCY
Issued to E. J. Jaxtimer
Address 48 Rosary Lana
Hyannis, Mass.
USE GROUP FIRE GRADING OCCUPANCY LOAD
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.
Jur.. 2.{.., I9.........II...... ................,../1 ��¢ _-•
Building Inspector
TOWN OF BARNSTABLE
BUILDING DEPARTMENT
_ rAR1 ' TOWN OFFICE BUILDING
ru&
i639. HYANNIS, MASS. 02601
�o r�r►•
MEMO TO: Town Clerk
FROM: Building Department
DATE:
An Occupancy Permit has been issued for the building authorized by
BuildingPermit $ .... 1. Q..... ................................................ .............................................._.....................................
issued to .. ......... ...... r.................
Please release the performance bond.
Assessors offioe (Ist floor): THE
Assessor's map and lot number
Board of Health (3rd floor).-,--J)
%r"5ewage Permit--num6-e-r ........................................................ i 33ARESTAILE.
-Department (3rd floor): I-AA 1k
Engineering 4
Housenumber ..................................................v..F..............
APPLICATIONS PROCESSED 8:30-9:30 A.M. 'and 1:00-2:00 P.M. only
TOWN OF BARNSTABLE
BUILDING- INSPECTOR
APPLICATION FOR PERMIT TO .... . .....7nWo...... ;.:.....��.?!�!�; 4l�?�5� '��"y »',,,,,,,,,,,,,,
TYPE OF CONSTRUCTION ... fn .........`�:71- . ................................................................
........... .......................19.0:7..
TO THE INSPECTOR OF BUILDINGS:
The Underhigned hereby applies for a permit according to the following information:
Locdtion ...... to 4 10 q L^..�j �_orArL
I . ...................V*...
ProposedUse .... .............................................................................................................................................
.... ........................................... ...................
Zoning District ....Q)._ . Fire Distric t, ...................................................
Name of Owner .... ............ .............Address ... rvo�.
... .... ....... .... ....
E. Z-�T A->cT V%-,en_
Name of Builder ....................................................................Address ....................................................................................
Name of Architect Pge ?.!!a..... ....................Address ...
....... . ..............................Foundation ....
Number,of Rooms ... ... ...........................
Exl/eijior ..................................Roofing ..... E--r-
....................... ............ .... . ............................ . .
Floor\s, .......................................................Interior
..........
Heating` .. ....... ...... Plumbing ....
Fireplace .... .............................................................Approximate Cost .....
........................................................
Definitive Plan Approved by Planning Board -------------------------------19-------- - Area
. .. .................
Diagram of Lot and Building with Dimensions Fee .............................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
f �� s ,
OCCUPANCY PERMITS REQUIRED:FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
eZ1 -
Name ....... ..................................................................I
Construction Supervisor's License ... .............
JAXTIMER, E. J: A=344-058
No Permit for ....Q.D.Q...$.tQ.K.y.........
Commercial B
.............................. ....
Location JL91s....
48 Rosary Lane, Hyannis
.....................................................................I.........
Owner ....
E. J. Jaxtimer
. ..............................................................
Type of Construction .........Frame....................
Permit Granted ..... .....4.................19 88
Date of Inspection ....................................19
Date Completed ......................................19
o 61—1,pe c
MA A
)V& -ry r,-I Tot-
A
mo/
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINAL (S)
I A, F-
M /�
DATA
TOWN OF BARNSTABLE, MASSACHUSETTS BUIL,®INB ' 4f
, . Aw344-058 ,
r DATE ig uU PER
MI
APPLICANT ' nL=Ow
'ADDRESS - 03251
(NO.) (STREET) - (CONTR S'LICEN
T i a` .NUMBER OF'. �.
BuildC/I!(IReZC:Lc (,r! DWELLING UNITS rf
PERMIT TO
� .� s 7_)' STORY �i4;i:T.l J10L1.`.ir S 0 r
(TYPE OF IMPROVEMENT) _ N O. (PROPOSED USE) -
AT (LOCATION) lots Lt �yi�[�p i« ) it .1_1. (!', .. ITIt:. f'lv:ii nis ZONING B
1N0.1 (STREET) DISTRICT
BETWEEN.
4 (CROSS STREET) AND r
1 (CROSS STREET)
SUBDIVISION LOT
. r LOT BLOCK - SIZE
?t. BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORMINCONSTRUCTION
c
i
tI TO TYP
USE GROUP BASEMENT WALLS OR FOUNDATIONsg
�Z'
(TYPE)
REMARKS: -
err
AREA OR 77
BOND
{ VOLUME 4311. `;O. '-l. ESTIMATED COST $ - 'LSjV00. FEEMIT 431.00
(CUBIC/SQUARE FEETI
1 4 '. r1
OWNER E• J. .t,i>`l.
r ADDRESS - - -140 Longvi(':a �) Vc!� (a';'lU,.. ...Y:1.i .''i.F1 rlj�T.3.i . BUILDING. DEPT., ; / I
BY
n � 7
y..S'Ci '
P L I C A B L:A tTt l V}VISION R S T RESTRICTIONS.
S.T I O l_...f�5 17.A`N_l.t.�.V r I n'I S"I'k F<M.I.I.•:C/.U�.S_N O_f..-FP"EC"E li'Srt"T't5't"�'S F"f�'C'I 1."A"N"1-'Y-K�'NI"-i7i•C"t:�Y/4"Ci•1'Y'I'G'15'Q"�"
OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE.
INSPECTIONS REQUIRED FOR I PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND
- 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICA-FE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS.
2. PRIOR TO COVERING STRUCTURAL
MEMBERSIREADY TO LATH), QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL -
3• FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. - •+
OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
v
3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT
OTHER BO DO 1EALTH r
WORK SHALL NOT PROCEED UNTIL THEINSPEC. PERMi' O U N'
I 'V!LLBECMENL-i. ADVOIDIF'CONSTRUCTION INS?LCTIONS INDICATED ON!THIS CARD CAN BE Y TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE I ARRANGED FOR BY TELEPHONE OR WRITTEN
CONSTRUCTION, I PERMIT IS ISSUED AS NOTED ABOVE. I NOTIFICATION.
-
� 90,
„ ,
r ' 1
ti 1
3 sT/rvG
f ovti 0,9Tio/t/
l �
1 I
N / r o
0 1 +�,
!e o� h
ioo 1} A
a
f oalv0,9770-4/ I r
\\ vo .¢ i
_ 02 o8:r7
i
CERTIFIED PLOT PLAN
LOCATION
SCALE DATES/g2,3�8"8`,
PLAN REFERENCE
o EDWAI'..' ,r
O - LEY III
hNo. 2£100 �®
�
'Es 61STE��� , I CERTIFY THAT THE .YJ.4T.1ral.G-.
L LApq�' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND
AS SHOWN HEREON AND THAT IT CONFORMS TO THE
SETBACK REQUIREMENTS OF THE TOWN OF
WHEN CONSTRUCTED.
�07 Ti9X7—/V) REGISTERED LAND SURVEYXR
3
Assessor's offioe (1st floor) f -�' `---- -/ ds ,� ,/� � AFEjneUST BE
Assessor's map and lot number of THE Tod
bard of"Health (3rd floor): AR, . +�, i1,��® IN COMPUAN ♦�
Sewage Permit number ..... ... ........:..................................... KITH TITLE 5
Engineering Department (3rd floor): a ��iC�ME6dTAL CO Emum
0ARIS39.
LE.
0�
House number .................... .. :............. -°OWN REGUL.a S a�
APPLICATIONS PROCESSED 8:30-9:30 A.M. and6 1 -2:00,P.M. only
TOWN OF BARNSTABLE
BULDIHG INSPECTOR
APPLICATION FOR PERMIT TO .....�V.1t.!4..... 7wo.......'M!!�twL......
LJ.AC1,4�.Hd. ........................
TYPE OF CONSTRUCTION ...(-OM ......ST=-(,,.....................................:......:..........................
3.-.1b.........--.... -------19.OEi�
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following informs ion: f
Location S......la !V N.. 1Q.S... ..�.�........1 SAS?. ..�! �..
�........... �.... �.............. .......................................................
ProposedUse .... ...........................................................................................................................................
Zoning District ..... .. ....................Fire District ....1^}. x4rl..?!✓f
Name of Owner E ! CT2.........................Address ... `':lO...LAI,?C1.�J1. �?....pl�. �r4•,-+,�'C'�h►JS.�.�.Q.
Name of Builder '..��.'... Address #.t
Name of Architect ..rQ.rT'9/1 ....................Address ...Nck.R,•.W.FLL.........................................................
Number of Rooms ... -... ...E' ..............................Foundation ....1:OO df
...C-. c, •4 ............................
Exterior .( -2"C �,,...� ..1. .................................Roofing ..... �4i4ral'l{1.0
Floors ... ,C'iJ.C. .................................. .Interior
Heating ......��ash....................................:.Plumbing ....I..QAISM........E.�t�rbb�..l��tit............................ i
ft� cdz
Fireplace .... .............................................................Approximate Cost ..... �...
9..................... �..
,_
LA
Definitive Plan Approved by Planning Board ---------------------_----------19________ . Area .......... ... ............................
Diagram of Lot and Building with Dimensions Fee /�........ ......................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
l� S
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of arnstable regarding the above
construction.
Name ...... . . ...................................:..................................
Construction Supervisor's License ...a.lizu-(.
JAXTIMER, E. J.
h � '
✓ 31768 One or
'i No ................. Permit for .......................'...........
Commercial Bldg. /Warehouse -
Location ...Lots...l !...l.DA!....1 OB.t....&...1.1 - -T.
48 Rosar.. Lane H...annis
....................................... ..................... .............
Owner ................E. ` ...Jaxtimer _
' Type of-Construction .....Frame
...........................................
` Plot ............................ Lot ...................
Permit Granted .....Apri1...4.r•.... ':;.....'19 88
Date of Inspection .......... 119
Date Completed ...��. 1.11 19
t_ --
..7
CHASV RE 1-800-331-6053
Fax1-605-335-0357
PO Box 5077 Sioux Falls SD 57117-5077 ra-i r { e- + www.cnasurety.com
? 3 AM F: 05
May 15, 2006 Agent Code: 20 01510
Town of Barnstable
Building Inspector }
Town Hall
367 Main Street, 4th Floor
Hyannis, MA 02601
Re: Bond#14546353 -E J Jaxtimer Builder, Inc.
f 8=Rosary L-anew ,
Hyannis, MA 02601
$500 - 255 Eel River Road, Osterville, MA 125' Frontage, Town of Barnstable
Company Code: 601 - Western Surety Company
On May 4, 2006, we sent you a letter of cancellation for this bond.
We now wish to rescind our initial letter. This bond is to remain in full force and effect with no
lapse in coverage. We will continue as surety on this bond.
We are sorry for any inconvenience this may have caused you.
Sincerely, F
Heather Boon
Northeast Service Team
HB:rje
cc: ' Dowling & ONeil Insurance Agency
E J Jaxtimer Builder, Inc.
ri
T,
364'
12
EXIST
MATCH 12 -
m
EXIST.
X
W
_ - TOP OF PLATE
y EXISTING
x
W WORKSHOP
1:11A IJ]
TOP OF SLAB
WEST ELEVATION
VELUX K -
VSC01 J'JASKYLIGHT Ij NEW ASPHALT ROOF SHINGLES
TO MATCH EXISTING
`4
j I WOM� ENTRY AN
ANDERSE
§ L J BATH 8NTHA21 NEW PVC 1 x 8 FASCIA,FRIEZE.
- F t TEMPERE F � /�
8 SOFFIT BOARDS
d w 4"CONC.SLAB STOR: AT GRADE INTOP OF PLATE
A ❑ ❑ ❑ ❑ iN
ao
a a 5� e� 4� a as
FLOOR PLAN LEGEND: TGP OF SLAB
0 EXISTING WALLS -
CONSTRUCTION TO BE REMOVED NORTH ELEVATION NEWFl ORE DO
SOLIDCORE DOROS
GENERAL NOTES: ® NEW CONSTRUCTION
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD 12 MATCH
2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,DETAILS;&FINISHES IN THE FIELD. 4 ExIST. NEW PVC 1 x8RAKE BOARDS
3.) WINDOW/DOOR ROUGH OPENING HEIGHT TO BE 7'0"ABOVE SUBFLOOR W11 x 3 DRIP BOARDS
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION �VkOF sash
AMENDMENTS&IBC2015/IEBC2015 TOP OF PLATE
5.) 120 MPH EXPOSURE B WIND ZONE b o= ERIC J. m
ry f� j CEDERHOLM
6.) ALL NEW SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,OR HORIZONTALLY W/ ❑ ❑ NEW PVC 1x 6 CORNERBOARD.S MAR L 0 S(RUiaDR
BLOCKING AT EDGES,3"EDGE/1Z'FIELD NAILING " N0`' Z
NEW W.C.SHINGLE SIDING
7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD s'TO WEATHER b
8.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS a a F
9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI
10.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION
11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EAST ELEVATION
12.) INSTALL WINDOWS&DOORS PER MANUFACTURER'S INSTALLATION INSTRCUTIONS TOP OFSLAe
13.) ALL EXTERIOR TRIM TO BE PAINTED&ALL JOINTS/NAIL HOLES SEALED.
THEDECRAMNGSPRL .10STIECI IF A4Y NEW EMPLOYEE BATH ADDITION FOR. STRUCTURAL: SCALE : .DRAWING NO.:
L� ERRORS OR OAll5SON5 ARE FCUND ON �I411 �F_011
THESE ORAWIJlGGPRJDR 10 GTART OF
COTUIT BAY DESIGN, LLC MLLSTRUCTI@LMEFOR Th COWENTOR
43 BREWSTER ROAD NTH& SPO! SI FIX4STR CII",T
N ThEEE LYiAWTHO TCOTIFYINCIi-E
Co"
NtT1iCWTFJ0TIF11H4 iF= EJ JAXTIMER BUILDER, INC. DATE :
MASHPEE MA. 02649 THESE EROFAN"=RROR OR OMISSIONS.
I THESE OANF9ORIIHCST5 O OTHER THE UOF S
}� THESE OKM R HOTED.IRE T OTHER N �I3/2020
PH. �+ - THESE DRAWING REQUIRES THE NRITTEN
FAX(50 ) 539-9402 CONSENT OFEC90RANLCQ YP�: -HEHT R TECTIOH 48 ROSARY LANE HYANN IS, MA
EXISTING
WORKSHOP
INSTALL WATER 8 DRAIN LINES
PRIOR TO SLAB INSTALLATION
VERIFY LOCATIONS IN THE FIELD
A
4"CONCRETE SLAB I I I I 1 1 4"CONCR ETE SLAB
o I I I W/10 MIL POLY UNDER I I I 1 1 1 Wl 10 MIL IDLY UNDER I I I b o
ti I II II I I II II I F � � ♦F i
II 11 I I 11 11
--------------J1 1 I L L-----J I I :._
I L———————-—————� I I L -- — —:J I
-- ------------ I---------- 32x6 HDR. 32x6HDR.
- - 3-2x8BEAM
8'CONCRETE FOUNDATK)N A '
WALLS Wl8'x 20"CONC. ANAV
FOOTINGS TO 4V'BELOW
GRADE AZ
d'-6' 6'40' 8'-0' S'-0" 810" 1
ROOF FRAMING PLAN
FOUNDATION PLAN �,AOF/dAS
NOTES:
o ERiC J. 1.) ALL ROOF RAFTERS TO BE 2 x 10's
CEDERHOIM UNLESS OTHERWISE NOTED
STRUCTURAL 38962 2.) USE SIMPSON H2.5A HURRICANE CLIPS
" P1O' AT ALL RAFTERS ENDS
3.)VERIFY GUTTER TYPEILAYOUT
Wi OWNERS
TYP. ROOF CONST.
-2 x 8 ROOF RAFTERS @ 16"o.c.
-518"PLYWOOD ROOF SHEATHING
-ASPHALT ROOF SHINGLES 12
-15LB.FELT PAPER EXIST NAILING SCHEDULE
-R49 SPRAY FOAM INSULATION
SIMPSON H 2.5A HURRICANE CLIPS SIMPSON LSU26 - 110 MPH EXPOSURE B WIND ZONE
AT ALL RAFTER ENDS SKEWED HANGERS
-ICEIWATER SHIELD AT BOTTOM JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING
3'0"OF ROOF
6.12" INSTALL SB"ANCHOR BOLTS AT 24"o.c.MAX. -PROP-A VENT BETWEEN RAFTERS ROOF FRAMING:
FROM END Wl SIMPSON BPS 58-3 BEARING PLATES -WIND WASH BARRIER BETWEEN RAFTERS MATCH 2x 10 LEDG W! BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-100 EACH END
PLACE BOLTS WITHIN 6"-IS'OF EACH -ALUMINUM DRIP EDGE (2)TIMBERL K
OF PLATE CORNER AND TO A 8"MINIMUM DEPTH EXIST. SCREWS RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END
STUD WALL FRAMING:
TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5-16d AT JOINTS
----------
' _- STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c.
F ---- TOP OF PLATE
HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES
El FLOOR FRAMING.
zLu24"o.c. 5W FIRECODE JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST
�5 I TYP WALL CONST TYPE•X'GYPSUM BLOCKING TO JCISTS(TOE NAILED) 2-8d 2-10d EACH END
. .
U BOARD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3160 4-160 EACH BLOCK
LL O I d 1.2 x 6 STUDS Q 16"o.c. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILEDI 316d 4-16d EACH JOIST
I N 2 12"PLYWOOD SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 31 Od PER JOIST
3.S"(R=20)GATT.INSULATION BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST
4.12"GYPSUM BOARD F BATH BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 d 316d PER FOOT
5.W.C.SHINGLE SIDING P.T.2 x 6 SILL "CONIC.SLAB Wl
S.TYPAR VAPOR BARRIER W/SEA 10 MIL POLY UNDER ROOF SHEATHING:
WOOD STRUCTURAL PANELS(PLYWOOD)
TOP OF FOUND. RAFTERS OR TRUSSES SPACED UP TO 19'o.c. 8d 10d 6"EDGERi FIELD
RAFTERS OR TRUSSES SPACEDOVER 16'o.c 8d 10d 4"EDGEW FIE LID
GABLE END WALL RAKE OR RAKE TRUSS W10 OVERHANG 8d 10d W EDGE16"FIELD
GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGElu FIELD
P.T.2x 6 SILL Wl SEALER 7'DEEP 8 4" Rio RIDGID W/STRUCTVRAL OUTLODKER3
5 WIDE NOTCH IN
GABLE END WALL RAKE OR RAKE TRUSS W!LOOKOUT BLOCKS Sd tOd 4"EDGE/4"FIELD
o FOR INSUL. CEILING SHEATHING:
z - GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD
WALL SHEATHING:
RAL PANELS(
8"CONCRETE FOUNDATION STUDS SPACED UP TO 24"O.C. 8d lod J"EDGElIY'FIELD
Rzi WALLS W18"x 20"CONC. 1/2'8 25/32"FIBERBOARD PANELS Bd — 3"EDGE r FIELD
FOOTINGS TO 4'O"BELOW - 1/2'GYPSUM WALLBOARD 5d COOLERS — 7"EDGE11o"FIELD
ANCHOR BOLT DETAIL GRADE
FLOOR SHEATHING:
SECTION BATH
WOOD STRUCTURAL PANELS(PLYWOOD)
SCALE:1IZ"=1 -0n A 1"OR LESS THICKNESS 8d 1od &'EDGEl12'FIELD
GREATER THAN 1'THICKNESS 10d 16d 6"EDGE16'FTELD
THE E!01 RaH?LIBENOTIFAR IF<AY NEW E M P LOYY E BATH ADDITION FOR. STRUCTURAL: SCALE : DRAWING NO.:
COTUIT BAY DESIGN, LLCERRORSOR06955OYSPREFC"VRON
THESE ORAWVlGSPRIOR iD START OF
CO"LBERE PN.TEE FORTGCON-Ef T1/4" _ 1"-0""
43 BREWSTER ROAD NT ESE MS N GS FORTES CTIGH T lv/
N THESE DR;�J.AGS ff CWlSTRUCYION
MASHPEE MA. 02649 THUECcwmD.CESNtiHOUiNOTILVFOit EJ JAXTI M E R BUILDER, INC. DATE : ��
DES"GNER OF JJIY ERRORS OR OMISSIONS.
" THESEO3AwulGSARE S iOTFORTHEUSE
PH. (508 274-1166 THESE
TEE RA ER SREQ REQUIRES
TXERUSEOF
THESE DRAF7HE ESIM R THE IND= JTTEN' 3�3�2020
FAX(50 ) 539-9402 ACONS RCHF CTTL'RN CPQRI M aoTEC71W 48 ROSARY LANE HYANN IS, MA A
3c-a•
• Exlsr.(12�
MATCH 12
EXIST. (�
w
TOP OF PLATE
X EXISTING
W WORKSHOP
EIE] ED
TOP OF SLAB
F
r WEST ELEVATION
VELUX X
VSC01
SKYLIGHT U NEW ASPHALT ROOF SHINGLES
TO MATCH EXISTING
`4
WOME� C40VEENTR � L
EN'S
ANDERSE
L J BATH B NTH A21 — - NEW PVC 1 x 8 FASCIA,FRIEZE,
F. TEMPERE i &SOFFIT BOARDS -
-d 4"GONG SLAB
STOR. " IN. ATGRADE 'P
N 21-
TOP OF PLATE
A ❑ ❑ ❑ ❑ ❑ ❑
as as o0
2'-1". �
R
. 4'-6' 6'-0' B'A' 6-T 8'-0' 4'-0' q .
FLOOR PLAN LEGEND: TOP OF SLAB a a a
O EXISTING WALLS
CONSTRUCTION TO BE REMOVED NORTH ELEVATION NEWFl ORE DO
SOLID CORE DOROS
GENERAL NOTES: NEW CONSTRUCTION
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD 6LMATCH2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD. NEW PVC x8 RAKE BOARDS
3.) WINDOWIDOOR ROUGH OPENING HEIGHT TO BE 7'0"ABOVE SUBFLOOR W 1 x 3 DRIP BOARDS
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION ,AOF A14s�
AMENDMENTS&IBC2015AEBC2015 TOP OF PLATE =0 3.
5.) 120 MPH EXPOSURE B WIND ZONE 0 ERIC .I. 0
CEOERHDLM A
6.) ALL NEW SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,OR HORIZONTALLY W/ ❑ ❑ NEWPVC Ix6CORNERBOARDS 00 sTaucT.� �
BLOCKING AT EDGES,3'EDGE/12'FIELD NAILING o NO. 3eyez
NEW W.C.SHINGLE SIDING
7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 5"TO WEATHER
8.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS a ti
9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI a
10.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W1 OWNERS ON THE SITE DURING FRAMING CONSTRUCTION
11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EAST ELEVATION
12.) INSTALL WINDOWS&.DOORS PER MANUFACTURER'S INSTALLATION INSTRCUTIONS TOP OFSLAs
13.) ALL EXTERIOR TRIM TO BE PAINTED&ALL JOINTS/NAIL HOLES SEALED.
THE DESIGNER SHALL BE NOWIE0 IF AVR STRUCTURAL:S OR SCALE : DRAWING NO.
COTUIT BAY DESIGN, LLCCOISTRUCTKN HE BJOafOCONTRACTOP NEW EMPLOYEE BATH ADDITION FOR:
TF:ESE DPAwtNSSPRpN.TO START OF
43 BREWSTER ROAD WLLHERESPGId56lE FOR THE ON ENT 1/4" = 1'-0'p
ad THESE ORAMOS IF CONSTRUCTION
ING T
MASHPEE MA. 02649 CHESIEHCE:wGSARESOLELYFOR EJ JAXTIMER BUILDER, INC. - DATE : IA1
OESI1 NER OF My ERRORS OR OMISSIOtis.
I ,HESE O OWNER NOTED
ARE SCLELR FOR THE USE
PH. (508 274-1166 OF SE RAWINGOTEDAHV OTHER USE OF
FAX 50 539-9402 THESEDr OF-,HSFEQU�E LINCCA.ITTEN
( ) THE
CGNSEViOF iHECESIGI:RU D F�E 48 ROSARY LANE HYAN N I S MA 3/312020
nRCNITECTUP.AL CCP'dP.IGHT PROTECTION
ACT OF I3W 1
EXISTING
WORKSHOP
INSTALL WATER 8 DRAIN LINES
PRIOR TO SLAB INSTALLATION
VERIFY LOCATMS IN THE FIELD O
O
I II II ( i II II ICE
I I I 4"CONCRETE SLAB I I ( I I (4-CONCF SLAB I I I
c I I I W110 MIL POLY UNDER I I I I I I W110 MIL LY UNDERcl
I I I b o
F I II II I I II II I F
II II I I II II i
L———— -J I I I I L-----J
L——————————---) I I L�w
-- ---CONC--------- L--------- 32x6HDR. 32x8BEAM 32x6HDR.
8" RETE FOUNDATION A
WALLS W/8•x 2('CONC. A AZ
FOOTINGS TO 47 BELOW
GRADE AZ
ROOF FRAMING PLAN
FOUNDATION PLAN OF As
NOTES:
o ERIC J. 1.) ALL ROOF RAFTERS TO BE 2 x 19s
0 CEOEBnoLbA UNLESS OTHERWISE NOTED
STR1k:T�'�L m 2.) USE SIMPSON H2.5A HURRICANE CLIPS
P1O' 38962 AT ALL RAFTERS ENDS
3.)VERIFY GUTTER TYPEILAYOUT
Wl OWNERS
TYP. ROOF CONST.
-2 x 8 ROOF RAFTERS Q i6'o.c.
-5l8"PLYWOOD ROOF SHEATHING
-ASPHALT ROOF SHINGLES
-1SLB.FELT PAPER 12 EXIS NAILING SCHEDULE
-R49 SPRAY FOAM INSULATION T
ATALL AFTER HURRICANE CLIPS SIMPSON LSU26 110 MPH EXPOSURE B WIND ZONE
IC ALL RAFTER ENDS SKEWED HANGERS
-NO"
ICE/WATER SHIELD AT BOTTOM JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING
3'0"OF ROOF
6-12' INSTALL SWANCHOR BOLTS AT 24"o.c.MAX. -PROP-A VENT BETWEEN RAFTERS ROOF FRAMING:
FROM END W/SIMPSON BPS 5.19-3 BEARING PLATES -WIND WASH BARRIER BETWEEN RAFTERS MATCH 2x 10 LEOG W1 BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END
OF PLATE PLACE BOLTS WITHIN 6"-15'OF EACH -ALUMINUM DRIP EDGE EXIST (2)TIMBERL K
CORNER AND TO A 8'MINIMUM DEPTH SCREWS RIM BOARD TO RAFTER(END NAILED). 2-16 d 3.16d EACH END
STUD WALL FRAMING:
TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d - AT JOINTS
• STUD TO STUD(FACE NAILED) 2-16 d- 2-16d 24'o.c.
1'----------- ----' TOP OF PLATE
I HEADER TO HEADER(FACE NAILED) 16d 16d 16•o.e.ALONG EDGES
q .FLOOR FRAMING
w I 2a"o.c. 5/8"FIRECODE JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST
�s I TYP.WALL CONST. TYPE•x•GYPSUM BLOCKING TO JCISTS(TOE NAILED) 2.8d 2-10d EACH END
a I G BOA BLOCKING TO SILL OR TOP PLR7E(70E NAILED) 316tl 4-16d EACH BLOCK
LLO I d 1.2 x 6 STUDS 0 16'o.c. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
I h 2 12'PLYWOOD SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 31 Od PER JOIST
3.S-(R=201 BATT.INSULATION BATH BAND JOIST TO JOIST(END NAILED) 316d 4-16d _ PER JOIST
4.12•GYPSUM BOARD F BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 d 316d PER FOOT
5.W.C.SHINGLE SIDING P.T.2x6SILL •CONC.SLAB W/
6.TYPAR VAPOR BARRIER W/SEALE 10 MIL POLY UNDER ROOF SHEATHING:
WOOD STRUCTURAL PANELS(PLYWOOD)
TOP OF FOUND. RAFTERS OR TRUSSES SPACED UP TO 1S"O.C. 8d 10d 6"EDGEW FIELD
RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4"EDGE/4'FIELD
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGEW FIELD
GABLE END WAU_RAKE OR RAKE TRUSS 8d 10d 5'EDGEf6"FIELD
P.T.2 x 6 SILL W/SEALER I 7'DEEP 6 4° R10 RIDGID W/STRUCTURAL OUTLOOKERS
q� "9DE NOTCH INSULATION GABLE END WALL RAKE OR RAKE TRUSS Wf LOOKOUT BLOCKS 8d lDd 4"EDGF/4'FIELD
FOR INSUL. CEILING SHEATHING:
z GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD -
WALL SHEATHING:
L
W CONCRETE FOUNDATION STUDS SPACED UP TO 24"O.C. 8d 10d 3"EDGEf1Y'FIELD
WALLS Wf 8'x 20"CONC: 1/2'd 2513T FIBERBOARD PANELS 8d — T'EDGEW FIELD
FOOTINGS TO VD"BELOW 1/2"GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD
ANCHOR BOLT DETAIL GRADE
BATH FLOOR SHEATHING:
WOOD STRUCTURAL PANELS(PLYWOOD)
SCALE:1/2"=1�-O�• A SECTION `/(j�J V 1'OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD
AL GREATER THAN I'THICKNESS 10d 16d 6"EDGEW FIELD
T,EEDR--RSHALLOR NOTITO STAG FANY NEW EMPLOYYE BATH ADDITION FOR. STRUCTURAL: SCALE DRAWING NO.
COTUIT BAY DESIGN, LLC ERRORSOT0 TH0ISAREFOCONTR
THEES... ..- TO START OF
ML OERESPO.THE aFOR TN c ON-ETI ioP 1/4" = 1�-0"
43 BREWSTER ROAD NT ESE ORX hSBLE FORTHECON'E�
M.mENl DRnAlTh TCOTIFYlNCTxE
MASHPEE MA. D2649 TH ,.,ASN,,HOUTNOLE,,FOTK EJ JAXTIMER BUILDER, INC. DATE : A2
DESIGNER OF MY ERRORS OR OMISSI0i6.
I THESE 0-1ENVSTE —OTFOR THEUSE
PH. (508 274-1166 TOF.ESE OxNER NOTED4Nv0THER ITTEN _
( RANCHITERAVNlGSREDUP.ESTHEN8ITTEN 48 ROSARY LANE HYANNIS MA 3/3/2020
FAX 50 539-9402 COWZITT OF THE DESIGNER UNDER-HE
.d1NECTURAL CCP'(R14HT PROTECTION
ACT OF IM,