HomeMy WebLinkAbout0116 SETTLERS LANE //6 �'cTlt�s �^'�
� �� _ �— --
- _ �
�t"Eti Town of Barnstable
Building Department - 200 Main Street
BARNS MLE,
9 MASS. Hyannis, MA 02601
i639- s. (508) 862-4038
RFD MA'S
Certificate of Occupancy
Application Number: 201304428 CO Number: 20150009 L
Parcel ID: - 273122022 CO Issue Date: 01/22/15
Location: 116 SETTLERS.LANE Zoning Classification: RESIDENCE C-1 DISTRICT
Proposed Use: DEVELOPABLE LAND
Village: HYANNIS
Gen Contractor: MORIN, JACQUES N. Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
2
Building Department Signature Date Signed
•� TOWN OF BARNSTABLE BU- 11dirig
2013"44280
* BA>NUABLE, + Issue Date: 08/07/13 Per I t
MASS
prFG 39• A�� Applicant: MORIN,JACQUES N. Permit Number: B 20131870
Proposed Use: DEVELOPABLE LAND Expiration Date: 02/04/14
o
Location 116 SETTLERS LANE Zoning District RC-I Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 273122022 Permit Fee$ 943.50 Contractor MORIN,JACQUES N.
Village HYANNIS App Fee$ 100.00 License Num 057770
Est Construction Cost$ 185,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
CONSTRUCT A NEW 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL
INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 1597 FALMOUTH RD.,SUITE 4 INSPECTION HAS BEEN MADE.
CENTERVILLE,MA 02632
Application Entered by: PF Building Permit Issued By:
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY;;ENCROACHIvff? ON PUBLIC PROPERTY,NO.
SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION- STREET"O&ALLEY GRADES AS WELL As DEPTH AND LOCATIO OF PUBLIC SEWERS MAY BE'
OBTAINED FROM THE:DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMITDOES NOT.RELEASE THE APPLICANT FROM THE CONDITIONS'OF ANY APPLICABLE SUBDIVISION'„
RESTRICTIONS:-
MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS. 1 '
2.SHEATHING INSPECTION
3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION).
6.INSULATION.
7.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
.BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
S-2 -_/
14-cS Q- 1
2 2 1hal 2 *tK,
f7
3 1 Heating Inspection Approvals Engineering Dept
Pkkl
Fire Dept 2 t� � L ��� Board ofUealth
L=18.1 1- SET / LEFTS LANE
R=230.00
T44'
Lot r
Area= 10,
000± Sq. Ft.Or
0.23f Acres
'
N
_ N
10.8' EXISTING
FOUNDATION
TOP FOUND.
ELEV. = 68.7'
90
L4
U'- Lil
w
Z r `J 3 row
69.60, DCE #00-018
FOUNDATION PLOT PLAN
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING,A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION ;�#116 TTLE =I.ANE NIS;�MA
SCALE 1" = 20' DATE : NOVEMBER 12, 2013 PREPARED FOR:
REFERENCE ASSESSOR'S MAP 273 PARCEL 122-18
LOT 14 PE 610 PG 94 BAYBE : WILDING
I HEREBY CERTIFY THAT THE STRUCTURE ASH OF
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON. �° DANIEL
fox 508 362-98801 n.. u ^'—Q A.LA �
down cape engineering, Inc. \^IZ ^ I j ' ,Q
CIIAL ENGINEERS ———————————— ----- E -CjQ� --------
LAND SURVEYORS DATE RE os _ r URVEYOR
939 Moin Street — YARMOUTHPORT, MASS.
s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Oz Parcel 1 � � aa Application / 1
Health Division Date Issued
Conservation Division Application Fee !d2�
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board iP,
Historic - OKH _ Preservation / Hyannis
Project Street ddress rt lzt o�
Village C�nlwl -- �LL
;u ddress k
VJ
Owner
Telephoned
Permit Request �-
Square feet: 1 st floor: existing—proposedInd floor: existing proposed ??!Total newer
OS
Zoning DistrictV"�' Flood Plain h A- Groundwater Overlay
Project Valuation 1� ;O�� Construction Type
Lot Size `� Grandfathered: ❑Yes ❑'No} If yes, attach supporting documentation.
U � --+
Dwelling Type: Single Family � Two Family ❑ Multi-Family (# units) _ = w _
Age of Existing Structure ft Historic House: ❑Yes 4 o On Old Kingrs�gHighway+-�]Ye �'l�lo
UJ
Basement Type: ❑'dull ❑ Crawl ❑Walkout ❑ Other --
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft,
Number of Baths: Full: existing new c� _ Half: existing new
co
Number of Bedrooms: existing Aew
L
Total Room Count (not including bath ): existing new First Floor Room Count 1
Heat Type and Fuel: ClrGas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New _� Existing wood/coal stove: ❑Yes 3No
Detached garage: ❑ existing ❑ nnew size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑.existing 3/new size _Shed: ❑existing ❑ new size _ Other:
9C31+� -4�tz
Zoning Board of Appeals Authorization ❑ A�aT# F�eC� ���— QC�3
Commercial ❑Yes i9'No If yes, site plan review# P 3�
Current Use Y3_0_1 0_A ` Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Div-
Nam .e r ( Telephone Number 6 `
Address License # �� 7
Home Improvement Contractor# -1)C 3 3
Worker's Compensationk'.,,�' seoq-ci 1 to Z0�3
ALL CONSTRUCTION DEBRI&RESULTING FROM THIS PR JECT WILL BE TAKEN TO
v Z F
SIGNATURE DATE
FOR OFFICIAL USE ONLY
APPLICATION#
DATE ISSUED r "`
MAP/PARCEL NO.
ir.
ADDRESS VILLAGE
OWNER = �:
DATE OF INSPECTION: `
FOUNDATION
FRAME
INSULATION
FIREPLACE Y -
t ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING f
F
DATE CLOSED OUT
' ASSOCIATION PLAN NO.
r
The Commonwealth of Massachusetts
Depardnent of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111 '
www.mass.gov/dia'
Workers?Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers
A licant Information Please Print bl
Name(Buduess/organbdon/Individoel)-. 36 YZIF
•Address:
City/State/Zip: .� . " Phone.#;
Are y4 an employer?Ch�k a appropriate bom -Type of pr ect(required):.
1. I am a employer with 4• [] I am a general contractor and I
. employees(fuIl and/or part�).
• have hired the sub-contractors 6. �'lQew construction
2.❑ I am tole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have 8. ❑Demolition
w for me in an a employees and have workers'
Y 9. []Building addition G
[No workers'comp.insurance �• .�
rid] 5. [] We are a corporation and its 10.C]-Electrical repairs or additions
3.❑ I am a homeowner doing all work - officers have exercised their 11.0 Plumbing repairs or additions
myself [No workers'comp- right of exemption per MGL 12.[:]Roof repairs ,
irmumce required.]t c.,152, §1(4),and we have no
employees. [No workers' 13.0 Omer _
comp.nasurance required] , Jk
-An y applimat Oat eheclm box#1 meat also f�out_the section bedaw showiog their waders' �b�inf�ati®
tt�Iion=o es who submit this affidavit indicefing 6cy are doiu g all work and then hire outside cis must subroit a new affidavit indicating'such. .
:N.Cdn 'BetLTB @cat ebeek this box must attached an additional sheet showing Om nam of the sub•raurcturs and static whether at not Lose entities have --
employees. If the sub-contractors bane employees,they rmat provide their worldre gyp.policy number.
I am an employer that!s provldlteg workers'compensation insurance for my employees Below islhe policy and job site
inforntadon.
Insuurance Company Name
Policy#or Self-ins.Lic.#: ,. �� (�j Expiration Date: / l
Job Site Address: C- --� City/State/Zip: f ic
'
Attach a copy of the workers' compensation policy declaration page(showing the policy number d expiration
Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crt minal penalties of a
line rip to$1,500.00 and/or one-year impriscoment as well as civil penalties in the form of a STOP WORK ORDER and a fine
otup to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of
' bvesti bIA for' e comagR verification.
I do hereby, under the pains and penalties ofperjury that the lnforntadon provided abovg&true and correct:
immaturre: s Date:
f lc use only. Do not write in this area,tb be conpletedby city or town offrciai
City or Town: Permit/License# "
Issuing Authority(circle one):.
1.Board of Health 2.Bidding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
y�riro�. Town of Barnstable
ReguIafory Services
r
i
9 A= LP-AB ; Thomas F. Geller,Director
Building Division -
Tom Perry,Building Commissioner` '
200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 y
Fax; 508-790-62:
Property Owner Must
G6mplete and.Sign This Section
If Using A Builder
,as Dwnei of the subject property
here by authorize f to act on my behalf,
m all matters relative.to irk authorized by this building permit application for.
. r ! (Address ofJob) ` /�i^V'1/_V,�.JQ``i . . • y - , , '
Signature of Owner D
Print-Name
If Propegty Owner is'applying for pernih please complete'the
Homeowners.License Exemption Form on the reverse side.
Q:FORMS:O WNERPERMISSION
'
Massachusetts Department of Public Safety ,
Board of Building,Regulations and Standards
Construction Supervisor_I &2 Fami.lv '
r
License: CSFA-057770-
JACQUES N MORN.�.,
1597 FALMOUTH'RD
CENTERVIiLLE MA �026�2. `
• rs ,
- +�� '� •` Expiration
Commissioner 02//612014
y4 + • _
Officeo Co
i HOME IMP nsumer Affairs mousiness Itegfon
��
Registration: ENT 0336 CONTRACTOR
W�' Expiration 10/11/2013 Type'
BAYBERRY BUILDING Cp Corporation
-INC.
INC.
JACQUES MORIN _ q
1597 FALMOUT
H ROAD
MA, 02
CENTERVILLE
"Undersecretary
f
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WORKERS COMPENSATION AND EMPLOYERS.LIABILITY INSURANCE POLICY
INFORMATION PAGE
Associated Employers Insurance Company
54 Third Avenue,Burlington,Massachusetts 01803
(800)876-2765 NCCI NO 40959 ;
POLICY N0. WCC 5004911012013
PRIOR NO. WCC 5004911012012 ,t
ITEM ( ,
/
1. The insured Bayberry Building Co IncM17<a'€
•Ira
Mail Address: 1597 Falmouth Road,Suite 4 Centerville MA 02632
3�a
Street No. Town or City County State Zip Code
FEIN xxxxz0420 i
❑Individual ❑Partnership ®Corporation []Joint Venture ❑Association ❑Other
Other workplaces not shown above: u
I
2. The policy period is from 02/02/2013 to'02/02/2014 12:01 a.m.standard time at the insured's mailing address.
3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; `
MA Y6
B. Employers Liability Insurance:Part Two,of the policy applies to work in each state listed in item 3.A.
The limits of our liability under Part Two'are: Bodily Injury by Accident$ 500,000 each accident k
Bodily Injury by Disease $ 500,000 Dolicy limit
Bodily Injury by Disease $ 500,000 each employee
C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A .
D. This policy includes these endorsements and schedules:SEE SCHEDULE .
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans.
All information required below is subject to verification and change b audit. �i'
Y
Classifications Premium Basis Rates
code. Estimated Per$100., Estimated
No. Total Annual Of Annual L
Remuneration Remuneration Premium
INTRA 266545
,.SEE E TENSION OF INFORMATIC N PAGE
Minimum premium$. 274.00 , Total Estimated Annual Premium $ 2,358.00
As indicated interim adjustments of premium shall be made: Deposit Premium $ .610.00
❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly
MA Assessment Chg.
$1,942.75 x 4.2000% $82.00
This policy,includiiig�all eridor'semehts,is hereby countersigned by 12/12/2012
Authorized Signature Date ,
GOV I GOV KIND PLACING CLAIM, .NAME SAFETY Miller McCartin . `
STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy
MA 9015 14 504 973 Iyannough Road
Hyannis,MA 02601
WC 00 00 01.A(7-11)
Includes copyrighted material of the National Council on Compensation Insurance,
used with its permission.
`tir
02-2-3016274
FARM FAMILY CASUALTY INSURANCE COMPANY
ISSUING OFFICE: P.O. BOX 656 • ALBANY, N.Y. 12201
®
COMMERCIAL GENERAL.LIABILITY DECLARATIONS
AGENT NO.: 302 "
POLICY NUMBER: 2001 L6274 AGENT NAME AND _MAILING 'ADDRESS:
NAMED INSURED AND MAILING ADDRESS: MARK SYLVIA INSURANCE AGENCY LLC
BAYBERRY BUILDING CO. INC 404 MAIN ST,
1597 FALMOUTH RD STE 4 •CENTERVILLE MA 02632-2916
CENTERVILLE MA 02632-2955
`AGENT PHONE#: 508-428-0440
n.
ll
POLICY PERIOD: 11/03/12 TO 11 ONE, AT YOUR MAILING ADDRESS
TRANSACTION TYPE: RENEWAL � `TR�►NSACT10N FFE IVE: 11/03/12
BUSINESS DESCRIPTION: RESIDENTIAL. RK TR
FORM OF BUSINESS:
CORPORATION }t
In return for the payment of the premium, and subject t a terms of this policy, we agree with
i you to provide the insurance as stated mkt�s bac, 5
g
s
COMMERCIAL GENERAL LIABILITY LIMITS OF INSURANCE
General Aggregate (except Products Comtedt0peratios xirnit $ 2,000,000
� L ,r = >
1 000 000 •
Products-Completed Operations Aggrol -t Imlt X h $ -•
Personal-and Advertising.Injury Limit iz 1,y one person�orf ,,,,, tion) $ 11000,000
Each Occurrence Limit
$ 1,0009000
Damage to Premises Rented to You Limit (Any one}
100,000
Medical Expense Limit (any one person) $ 59000
COMMERCIAL GENERAL ' COVERAGE/S SUBJECT
TO A GENER/�L�. GGREGATE LIMIT
;.,, �
TOTAL ADVANCE,PREMF111h [S16JECT TO AUDIT): $ 3,989:00
AUDIT PERIOD:,AN
3. FORMS AND ENDORSEMENTS APPLYING TO THIS COVERAGE PART: _
CG00011207 IL00030907 FG00121106 FG00140507 FG00150507 11_00171198 IL00210702
-FG00281111 FG00301210 CG21460798 CG21510989 CG21671204 CG21960305 F199020108
THESE DECLARATIONS AND THE COMMON POLICY DECLARATIONS; IF.APPLICABLE, TOGETHER WITH
THE COMMON POLICY CONDITIONS, COVERAGE FORM (S) AND FORMS AND ENDORSEMENTS, IF ANY,
.ISSUED TO FORM-A PART THEREOF, COMPLETE THE ABOVE NUMBERED POLICY.
j Countersigned By
• Authorized Representative
Includes copyrighted material of Insurance Services Office,Inc. with its permission Copyright IS.O., Inc. 1982, 1984
X-1092 (6/04)E-1 -INSURED COPY PROCESS DATE: 10/02/2012
[TOWNOF BARNSTABLE]
My File Edit ToMs Help
YearjTypeJB1 No, - - -- -- - Customer Account Information
...His....... ......s 2014 ' -R 19705 i
- _3 361804 s ... ,
Detail Property Information MORIN, MARTHA M TR
} SETTLERS LANDING REALTY TRUST
Orig Bill
t Parcel ID 273-122-022 1597 FALMOUTH RD,,SUITE 4
Alt Parc _ CENTERVILLE, MA 02632
Effective Date j Prop Loc 116 SETTLERS LANE
— -— [0 Special ConditionsJNotes
LienjSale .® _....�
i
Scan Bill i
Installment Information
Int Dt Billed Abt jAdj Pmt jCrd Interest Unpaid bal
Quick Entry " 08 j02 j 13 ! 278.05 00 .00 i 0 278.05 j-
"" 11 j02j13 278,05 I 00 00 00 278 05
( i
Utility Acct _ , _.__ _. 3 _ . .. _. _ ._ _.
___ 02 j04 j 14 00 j 00 _ ,00 00 ` .... 00
Customer ( 05j02j14 _ _ ,00 00 j 00 ' 00 � r00
[ .00
Name ! Fees/Pen 00 00 .00 00 00
Totals 556 10 ..00 1 00 00 i 556 10
Parcel _..; _.. . .... ._.. ....__ . ...... ... _... _ -
Prop Code -Notes jAlerts _.. -__ ___ _ Due 07 iO3J2013 278,05 i;
Per Diem .00
Bill Dates j ]AN 1 Owner; MORIN, MARTHA M TR ----- ----
_ Int Paid 00
Bill Audits Total Paid 00?
E12�View prior unpaid bills,
Bill Events I
Reprint
Preferences
Diagnostics
__..1 of 1_..._. Attachments(0)
Display transaction history For the current bill
Bill Inquiry - Munis [TOWN OF i
My File Edit Tools Help
-Year/Type/ 'I N - Customer Account Information
FRI�Z
!.......History .2013 i _._.s 19767 ..-..361804 `(
i
Detail `Zte-peifIDI
nfor n MORIN, MARTHA M TR
SETTLERS LANDING REALTY TRUST
- Parce 273-122-022
Orig Bill - - - ---- - --- 1597 FALMOUTH RD.,SUITE 4
Alt Parc CENTERVILLE, MA 02632
Effective Date Prop Loc 116 SETTLERS LANE - -- -
3 Special Conditions(Notes
LienjSale
Scan Bill Installment Information
Int Dt Billed Abt jAdj Pmt jCrd Interest Unpaid bal -�
Quick Entry 08 j02 j12� 275.28 W P 00 I�- 275.28 � LL.00 � .00 h
11 102112 275.27 _, ,_..,... 00 _ ._.....275.27 _.__._..,00, _ _00
Utility Acct _ _ ,. ,_
_ 12 j02 j 13 280.83 _.0011 280.83 .00 1
TM Customer 05j02j13 22 00 �mmv00
Name y j! Fees(Pen �.; �. . . - 00(.__.._.... 00 _..._.__. ___..._. � .(( ._. _..___ -�
Totals 1,112,20 .00 1,112 20 1 00 I 00
Parcel
I
....... ..,. .._.-....i
Prop Code Notes/Alerts Due 07103/2013 00
-- ----
JAN 1 Owner; MORIN MARTHA M TR Per Diem ,00 1
Bill Dates
Int Paid i r 4795 1
Bill Audits Total Paid 1,160 15
Iv View prier unpaid bills,
Bill Events
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�I 1 of 1 LE Attachments(0)
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- I
L.
C
ASSESSOR'S MAP 273 PARCEL 122-18
NOT LEGEND ARE ALL
ILIZED.BOLS
ZONING SUMMARY
I
Q SEWER MANHOLE ZONING DISTRICT: PI — AHD I
A
FIRE HYDRANT MIN. LOT SIZE 10,000 S.F.
MIN. LOT FRONTAGE 50 20 CUL DE SAC`
So WATER GATE VALVE , ;;; ( J
.��.. ,
�: •J 65
�3 �.�;,� , MIN. LOT WIDTH
CATCH BASIN f MIN. FRONT SETBACK 15' j
O
MIN. SIDE SETBACK 10
_
[55] PROPOSED CONTOUR 45 60, 8 i MIN. REAR SETBACK 20
_, 35 2 i
SIGN
- -_ ,� SITE IS LOCATED WITHIN THE GROUNDWATER
_ I
_ _
W tea- PROTECTION OVERLAY DISTRICT
c� .3
�o
TEST HOLE (,y
, r
__ FLOOD ZONE: C i
0 ;� ; `, PROPOSED HOUSE r
CLEANOUT #116 (FEMA FIRM PANEL# 250001 0005C) 9-19-85
\
_ <-T. FND. ss.o ;� REFERENCE:
26a C:)
STING CONTOUR c',::>
ss EXISTING S—S Lot ` PB 610. PG 94 c�
� {
BENCHMARK S SEWER
66.5 PROPOSED SPOT GRADELu / WATER GATE INVERT: Area=10,000f $F
,
ELEV.: 66.86 65.45 0r' Ir
APPROX. TREE LINE ASBUILI
� 0.23f ,Acres!
SEWER STUB of �
I
, -'�
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50.12 EXIST. SPOT GRADE INVERT.64.45
..•x G _ i I
LEACHING PIT _`--G - e�
6'X14' EFF. DIA. PITS
r
S g SEWER LINE o ! - ____ 1,34.0, PLAN
�jj
w w WATER LINE �3g•35'
c c GAS LINE
PREPARED FOR: #
E-- E U.G. ELECTRIC
ANTIQUE STYE POST LIGHT i BA E Y BUILDING
LOCATION : LOT 26 #116 SETTLERS LANE I
SCALE 1" = 20' DATE 7-8-2013
SHEET 1 OF 2
ay 9�,ti
DANIEL `;'• ° DANIELA. as
t t sn -t
/fl A. o OJA -+ off 508-362-4541
I� OJALA Im o CIVIL fax 508 362-9880
�No.40980� �No.46502Q
down cape engineering, inc.
qNo su v1r�o . A 1� ON L EN CI1/IL ENGINEERS
Scale:1"— 20• LAND SURVEYORS
DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street _ YARMOUTHPORT, MASS.
0 10 20 30 40 50 FEET _00-018 DEFIN & SEWER 40A + 40B.DWG
JOB 00-018
{
i
GENERAL NOTES: I
PLASTIC COVER
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE G LAWN/MULCH
GRADE
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 69.0
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FINSHED GROUND SURFACE HOUSE TYP.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS I
PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS z
z �
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER �" O
ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, o 0
BARNSTABLE HEALTH REGULATIONS, AND z
BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS.
8"X6" WYE INTO MAIN 65.45 I
3. VERTICAL DATUM IS NGVD29 ASSUMED FROM, G.I.S. DATA 0 CONTRACTOR TO V.I.F.
4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW q-2.0%
2% TO STUB AVAILABLEPRIOR TO ANY PLUMBING WORK.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. RAISE IF REQUIRED.6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. I
CI
7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC
8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT LO T STUB
SEE TRENCH AT LOT LI NE (TYP.)
9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO 4"SCH40 PVC AT 2.5% MIN.
LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40.PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE i
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CL W OUTSIDE
FOUNDATION ON WALL (TYP.) I
DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. SEE CLEANOUT DETAIL
(24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) � SEWER SERVICE LINES.
11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS.
12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC.
SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE:
13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS.
14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. j
15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES.
16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
PLAN17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. REm ARM
18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED
OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS.
f
SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY
TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE
ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: 1
OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16)
WRY
LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION �`�` ������ I
H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG }
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT LOCATION LOT 26 #116 SETTLERS LANE
GRADE AT EA. END. '
POURED CONCRETE DONUT ,> >
1.5 cu.Fr.f SCALE 1 = 20 DATE 7-8-2013
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�a QFAiq Zt10F/�q,s SHEET 2 OF 2
4.0"OSCH40 PVC QANIEL qcy ` � DANIEL A, yGr
o OJA� �; off 508-362-4541
c A �+ CIVIL -4 11' fox 508 362-9880
OJALA in
No.46502
.� No.403Fi0 4 4
4"PVC AT 2% MIN. SERVICES r aF aP �o��F ,s �RF ,4 down cope en qin eerie g, Inc.
CLEANOU T DETAIL �'° ss��� '� s' h` �N`� /�--�r3 clVlL ENGINEERS` LAND SURVEYORS
H-20 FOR USE IN PAVED AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS.
UTILIZE PLASTIC COVER IN LAWN AREAS
JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG
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ARNSTABLO BUILDING DEPT. DATE
IErc� lv_r�Ti.dkci rtET E� unc�o.N:
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FIRE DEPARTMENT DATE
80tM SIG TLIRES ARE REQUIRED fOR'PERMLT/NG '
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. .. AWC Guide to Wood Cansbucdon in Zf(gh WfiidAreas:110 mph WbtdZoAe AWC Guide 6 Wood ConslYucdon In Sigh WhtdArear:110 mpfi iPmdZone
APPLICANT TO COMPLB'rE_S SUBMIT WITH PERMIT APPLICATION AWC'Guldd to Wood Conrtruetlotrl,lflgh Wind Areas:!!0 srrpl tf end Zone' .Massachusetts Checklist for Compliance M C1IIt 330111.1)1 -
Awc G�irre rn wunrr c�"t'c"i rn`n High H`ndArea.1-:r to r ph ts.ndzana Massachusetts usetCs Checl(list for Conlnlianee(Tao cmR smia.m)' Massachusetts Checklist for Compliance(T�cAaxs3o111.1)1
gvlassachosetts CfieLlil st for C()m.eliancepxo(.rns)atzi.:t}' g ate• 4 g d Rego. PeRaMFwuwgm.Loadbeare,(,,o coon ebles T)...____:4S10J 1`.sS1kYR�_.-L- From Tables 10 and 11 and rogation ofwae dealhbg an Bullft Aspect- detenaine
.. .. OoaWtwwe dpap g tellC.....6-
Lateralu)._..._...__ ._..r_..(T ! I'kurbbeiteNl Pm role eheB�M�itllmat .
Q 9 leteraispob"c f NOMaa ( nBRe).._.__:. .-_. 8}-._._..� .__.-__. :-... / W as follows.
re. 160 eorxnon (Table �1/ .
1.1 SCOPE ...................:_....-.......................__..110.mph Load Baling WeeOPeMngs(recordtargeatoP�'+In96utdr BOPeningabr�mPaan6mTa M) - - .
a .-_-._...__....__.......__..__.. _(tables) ._ 4. .stl' �I. ���ry tlmBamaoser she bdefied eedn��Installed
Wind Speed(3-cac.Husq_....................._.. .. .. ..........._......e.__..._....:,s Ha Plata pars - - .....((rraNs 9t. �_....-_•__'- 8.In.s tr p. On ab mnatrutlitn,vmlels and be attached to botbm Welea and top meltlberoltlie double
;- .wind Fxpoaure Category..........................._........._.. .. able s).__,_.�...:_.._.._..._-...__. .. g � 'top pate.
..` Z.. put"eight Stud an gof d(record largest opening
....
1.2 APPUCABILIN, {yJ_�-atoHea 52cbdac Non-Load gearing rgest openin9b aN opsntrea toicorimdlb-:01 In..Y ... -t .� story mnstrcetlon,roper parade anon be eCaded b the top member AMe upper doubts top
Number of Stones(a roof which agreed.8 in 12 slopashnll be ebnsldgbd a cb 12 s IM12 � �cn' Maas«Span...,..._------.__-..__..__.....-....._..._ 9- � •• ,M.S 1 .
.....-..•-..•-..._;:;_,;,...(Flg2)._L........... �t R ). - and to dtobend Jdat made
lowest
Plat UPPe<eda5hmadngWw:r panel made bard
('. RoolPitlii'.:..._.:.......................... .. : R533' BIB Plate Spells...-,...`......_.-_._.._._.......___.._(tads 9}__...._.__.__._._ '3.1.0_In.57Y Bl Post eCM flaming.
...... ............
Hosmntel nalat�tlmaM et double plates,baMjoists,and groom shall be a double row of8d
1' INasn Floor Height...........-.. 281('Sg0" FWIdleiphtSWda(no:a/enrda_-.._......._......».__.. ebb 9}-._...._.__..,-..-...._ __._._... -= on peraguRa 6elay. end rig_ .
Bulldog Wfam.w..............:........_....�:,.._....:,:.,__._....(Rg 3).....:...__..-..........._-_...._.: .
..._...._..-
): Building Lerl9tRl...... .........__.:..,_.,._.........{Fi93j.....................: ..� 2A'ftS31 � F�aertar Wa115heatNng do RaNst UPRft end Shear SlmrdbneouelV•
. ,. .-......„(Fld 4)L_.._-- 2.r4 sad MlNmum BW(ding Dlmenslon.w -
_......_. 4 •. 0+' Nominal Hdgllt..or Teaeat OpeNrpr .................__..._......
Building Aspact Ratio(LAV)..._..........._._ ....(Fig )......- 6i '.'•S Ce' _� 1
4
staggered at 3 hidreag 'renter 'Vertical Harbor NaPo for Panel Attachment
r:. Nominal Note o!Tallest Opardnfla.•.....•_..._............. (Note 4}.
•
Nag Spwhi ..
i 1.3 FRAMING CONNECTIONS :.. ade2...._.....:..._..;....___..__..._..-.._.._..-:.
FTNdN`p>'eadne_.-_. .� ._.. ..�(iaMe 10).._ y/
. . ecdond�'....,_.., R ) Shear canrreceen(rm.weed oonuccacn j(Tfarla 10}
General wmpllanas with framing aeon at, - ' �!I�
21 FOUN(fAT1PN 18A:1 Pamanl5 Wight Shea _ Wall e p )-._...- _ 1 .
Found Ion
We is meeting requirement'o1480-CN. .....-...- .._................... -_s(/-• xl"t"'ttaml Bi Nl'm f'Mnal Snee __..-..- .................. - - '
a�a roc- w,us>''8'ma:lm'tmwa m.�..., .% '
ate................._..........-...... -- _ _ -
ConaetaMeaenry•:.,.........r..........__..-..,.._ Edge T4P.au..a --.Psrdr'gs•..-._..... �_n . G
.. thing tab roil
). F�pe NaO Sparing_...._......__..__..-r_.(i§rob rrote4gbae)-__. t� R6 _ .a �
Ey
2.2 ANCHORAGE TO FOUNDATION` rsas'6nal[ema[NeImm�ctataon RadNapSpaWlg_.---..-.____...-._.(rode 11)_...__..�_.__....�..__„�in. _ _ _
nwM_o rs_ou
ATPoa
Sta'Anchor BOlN lmbadded or 5/8'ProPd:ibry Meotronim(Toobi.4)......._............._.,. yil7.In.' .1
n 1--..........:...:._........:_........ led able rre
' Shmr Corals bon(re-oils able/7)._ If .
Bolt SPa 6 ir.S 6'-1Y' _-1l Pemant Fld4Neigitt Sh6a8+ing :._._ (remit).-....__ '~...�Bi`•1
aom endr t of Plata�....:_.:.._:.:._. 6)-^._.-_. 6%Addigana!ShsathMg far Wag wldl np>sw(Oasign corn pro}--_.__. '� .
I: eclt Sped., /oin. 1n x r �,!-
(�F1lgfl $iA xis wall cbmnna
BoltEmbadment-eorlCale._..._......_ --:(FIgSI-.-_._ .....-_.._...__� - .. -
SoftEmbadment-mason •._:.(Fip B)-^..^-_.._.._,. I ryry -
11q !I
;. ry......:....:. ....Fl 5 ..---_.-------7.3x3'x7.'. �t RaIW(arWbd SPadd7.__._._.._.-._.^._..._._.._..-..__....._.,..__._.._._�....._.....___..._.r.__
__ arm
!)
PlateWasher............................_............___...._. ( 8 )•-.._...._.-_-.-
_
?:n 8.1 ROOFB - e
. ) lb oaaeagtaxaewaio
Dtadl
,].1 FLOORS `r Roof bra gnlambar spars dMpiedT.._.._._,:.--.-.(Far Rafters we AWC Rnwn Took BSRS Wep6Qe) n V .
T. beta ...-_.(Par 780 CMR Ctlepter 58)...__^... _. _ ' A -
...(Figure l9)._..___ .aamaler oP7 ar L/!
Floorr2mingm�m Pan :. .FI .._....._.-.......:_:_. fl512' Tus.-ergen- -_-..-.---_--__-_,,,...,-_.._-._--.y. ) _ etdlgf Pmral tladmeM -
'eraiiEea6 0av1L
f: Maximum'Ftoor OPemn901mansbn._...__. ( $�....Nii-ii-' Trwaar Rafter Cannxgone at Loadbeannp watts ..
Full Ha)9nt Well Eaters el Fbor OPenirlflc Iry tl1e 2 fro ExlMor Weil(R9 6)................_.... ProPdetarY(brinxtOB
U
t
Mardmum Floor Joist Satbadrs /ft sd' pplt�,_,,,..- __..__....___.-(Table 12}..._..._.�._._......._-.__U� pif
.SuPporNngLoedtwaM8WelsorShearWall. v (FlflTl............._.................._......_.. , Latasl-.-._...._._-„-..._..�._._._._.(reblel2}......-.:..�...._.._-__....:Ca pg �
Maximum Cantilevered Ftoo jaw. Fl a /e ^^ _ _ able 72
,.;. SuppoMng LeadbeaerqWaib or Sneniweil' ( 9 }...._._...._........_..........._..... _ a.0/ Shear....-._......__� ._.---(r )
Floor Bracing at Endwalls......_
.90)--•-__._......:.......__..:........_.......--.. Fudge StMp Connedions.Ifconar des not used Par Pees 21.-.(retie
1
rr. (perteocr.)Rchaµw5�__...---...-....__.. -AL '. Gat(efiake0uttooker-...._._...- -. _(Iagiae2o).,_._.•_.:(tsamafbror2'«In _
r. Roar snea ring Typa.:__._...-........_... S�j 1 _s! g a�
er 790.CMR Chapter eb7............._..-.-P1d n, .Ttcrse ar Rafter ri po tins at NaM.oaebea4n W -
FloorSheathingThlekneas._.........: ..:._ 2 'dnalbat inad9e/�In IQ Ty propdaOxy Fom,eoWra - ..
I �_
Fbof Shea14
thing Fastenln9...:..............._,._ (Table.).-8- ,,,i - - r
4.1 WALLS
`✓ RoWSheadeg TWO— Lear
lBd commort naas): t4R ......_...bg).�?(1,Q� - Sea DelBg on Next
. Wall t(eihd ..._. It"0. -_ Roof ShaeUbtg Tnkiamss:_ - ._.Ba`Y>J.Xt in.zvirwSP
9 (Fig to and Tada 5)_......._. -'_--�_-._-..,r_•-„_.-,;•- .
lD and Table S).-_.._-..__ .R 520' �:L 1. :
Nonl�dEraiogv�is-_.._......._._ Fl 710 an TaM95}.r_......._....bbf s1A'.o:a _)( I Rool.Shoe"c6r9 Fosterling, for
(ra 2}.. .._-.-...,_- Perot Aboll -
.. .Udall Stud Spacing _ Hot -
: ....____,-....__.......:'_(I�a _. -.. - 1. TMs gnepdratslsee be metro ie aMirety,Blocs me the an8rob noted in 2,m dorWly and holddo rarrema of ..
e
not
VedlaN and idontrtmlel Nal&Ig
�x�eon br mend
Wall St.y�Ntett .- _-' Tao WR 53U721.171am'1_if the oheeldlect mat m Be anti ap p e ins camas 9 meta ar spa and hots etyma ma
•. 0.2 EXTERIOR WALLS' - /. requltad perilWFCJd 11P0 igure fi
. Woad slyd'a- bla5 .. 8. .2 in: -Vi+� b. 20Cuge»aapsper Rgua.it- -
(r ...._...,.
Non-Loadbendng wafts......•._._.-.._. - .lT d r) 9A+9LG (e} 6 .1" a upml snava parFlgare 7A
Gable end Wall Bradcg 1 Fl 1 - -. G AR�S H�.Doent? are tee and F8 g18t -
` Full Height Endwall Scads._,.._.,-:.. -( 8 q) ._.._.....-..._..-._..0
Carver Perm en B%t9 added.to th per nN W4ceight ah-U*V
MP AMc Floor length- (Rg11)._.___-.-_..._.....___-.. ftzWf3 L E>�cn'OPeMngheights of up a e ft snot beparmitmd - -
r
Gypsum GelBrg l.dngm(tt Wb7 tout used) --R _ - ropdremenls shown fit Tables 10 and 11- -
and 2 x 4 Continuous Lateral Grace a 61E A¢-.(Fig 11),.._:.-.-....:..-4Rspacing•_ In and!loisibr tru
Double Top Pl ssb6ym I. Trle.coRor'sl9 plate in eRtedorWeOs afla4 bee mblimdtn2 he rrombrer$1tCknaSa press-U8atad R-grade. .
or 1.x3 eeWng tuningsWps(a 1GaPadng miq with 2x4biockbg� e
ate - (Rg 13 End Table M----__-- ro NL
Splice Length __-.__.. d : ...
spit connegben(no.at lea oomrmn n n) _(Table 6)....._.._.._....._____._
TOP PLATE\
j. 110 i4PH EXPOSURE B VIIiND ZONE
Table 2.Genera)NeDing Schedule i -
.1DINT DESCRIPTION Number of :Number of Nall'Spacfmi ..
Comm6R NWIS BOX Nalle
. ROOT fiattlhlg DOUBLE HEADER _
. gbcMngto'ftel0er(Toeala0ad) '2-Bd 2- each and
. Rtm Board(o RePoar f(fid reBed) 246d. 1d each and
. .. .. - op pFl ashytes at lsections(Fata*rmilsrn .4-16d 6-16d ..aljo)nb RILL; - - R11=REMEN7H AT EACH @tp OF.HEADER
S T HEAD9¢.SPAN'. !'1 NUI!7laB2 OP' UPLIFT LATERAL
Stud to S ud(FaWneile(l) 2-it3d 2,16d 2. ns IFT.I FULL-MEIGNT 1&r 18d 16'oc.abRR.edgea STUDB lLJ3J (LB,J
- HeaderbHeader(Fece:neBed)'.. SRE
. ,Picot FretNlts OµB1.E JACK STUD -
wall - TO
STUDHEAD Joist tb Sill,Top Plate or GWor(Toe•gUed)(Rg414) 4•Bd- `'4-1tk1 ..P�) t 21 2-2X4 ..I 211. L32'
shmihing - io KING eTilD - - 2-8d 2-10d 'e8r11 end WINDOW SRL PLATE
must extend Slodmtg to Sill o(TopPlate)-. .
'_ Bklddrtg.to Su)or ibp Ptah fPoe•traned) _ &16d' 4-16d• each btacic" 9' 2.2X4 2 4)Ga 198
heodm .. '`: `.'/. �rSMptoDeamnr(AMW(Fal--Ued) � i' �Btl 4-18d � per Inc�t.� � ''4' 2.2X4� 2 554 � 264
-'' ' t��\` on Ledger to Basin(Tee-Nalso) foci
per
. - � •t�`I Bend Joist to Jule((Endaltt8ed)(F1g.14) 8.18d 4ABtl. P.er')h>et ____ ___ ___ _ _ _ _ ___ �6' 2,2X4 3� 693 � 330'
:Bond Joist to SIII or Top Plate(Toatlelled)(Fig.14) - 2-16i1. MBd _ per foot •;
b' 2-.D(b 3 Sal 396 -
. - 'Roolsneaultn¢ - �' 2-2Xb 3 910 462
MAIL TOP PLATE ` Wood Refte�I Panels up to etl9B/ lief 2Xi2 3 1,108 628
HAu. 1 OF RRaafteisortuseassie�o4erI O-r- Bd tUd a• a•Bam - -- 9' 3.2X10 3 1241�
lid COMMON. j-•::' relwa�r re�ice truss w/o mrefhang 6' -
TWO, Gable,andwall -8d. 10d (r geld ��-- ! -•
AT S.GO. �' MA RA AT 3°O.G Gales entlwall Take of Take Bltae W/B61Mtllal 011f lookers )dd loci 6'ed B'Reid ', e •'a • 4' .• o • ''a a 10' 3-2X)2. 4 1r38$ 660'
x•:.° - ,GatdeBndveatireke'orlaketnresw/bokout4brJw Btl .. 10d 4':edgPJ4'field 'a } .Ad•a'. Da .•dx Da d� oD•4 d•a :;d'4 d4 D•�; It 42X10 .q 1,524 126
. OR Nee sdxcdule Calling sheathing <�1 a'�• ca•a •a ie t o e^�\\ 4 c ce o. ..
5d000iers 7"edgef lo°neut 4•°'a. . d•A•�6% ,°'1.. °d•• 4A ` °Da P g TABLE,e- WALL OPENINGS - HEADERS
common �BOLTS Wrm Gypsum Wallboard TYP.ANCHOR BOLTB AND e .
.. EMEWOR at.3'o.c 3�''PLA WABfiFRB - 'a.�e 'a. e e a:as 9"XaaXVd• PLATE WASHER,! .
VGIIEWO wo a&W�0 Ppfla)6 4 °•°,a' - IN LDADBErARINCs WALLS -
OPENING Studs Spooled
Fiberboard a B' tY flel0 P D: •o Ca •e CQ a •o D'. _ ....
Wall '` a W a Panels Od rti _ - ed el li , de• >. o• d%. a oe
%.' %,• um Wallboard
> .ado. 464'.46•a•.bdn•. Dw•,ad•a A.A An•.bdn•oA, a/,.
101
.eheodlirg
lid
mull mdend �6d t. _
wooer - .': . Floor Sheathing tie
coolers �et�al p
e
bd•n ode _e 1m a'd•a Da 4Dro �On .4D•a .able .11ead"r - a•.°p:�.•e:�.'ey�'e:�.'e•. '1NQOd.&�frvcpi' tB(Panala. .. � gtl 1EM ('edgeJ lY 6ak1: -
Create,than l• 1Od '16d 6-edgef8'fteld .. - .
joint of .. I
No schedule .. ('1}Corrosion resistant 11 gage nails and 16 gee steplas are Permitted;rJteok IBC for additional retrybamarrk. _ .. .
midMight lid mldmon -
' � Nair.Unless othelw4ee stated,ekes gbsn for rafts are commpn wire sJzee.Box and phauma6enails of equNEtent
_ diameter and equal or gar""the specleed dmmon nags maybe substituted unless Otherwise ..
'J
�i Pam' _
e;datviegw .r -
Z 4234?73 -... 6 .6
I
V:
L`yp tON_:�= -
- � .r� - �� • (Nora: .. ... �..._,. ` ��� -_
�RGENT,wVt NST Sty�TlnVei'tiEV3`.11R6f'> (a9D:"
-
- /
'�1,2�<17
" '' _ •F120wT t.C-EV/�'TION _.._._..-- -..... ...--. .�. -...._. ..._-_ P.��'L�T'ECLC/J�T'LD:N, ....
]Bruce Devlin 4 :
Design®
774 23-"773
sue.