HomeMy WebLinkAbout0009 TOPSAIL CIRCLE (ram�-Tn�S�L� G�c,��,�� ,
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�p Application Number.......�.........�"..r.. �� ...........
BUILDING
D E PT.
sAMSTASLE,
9 MASS. g Permit Fee......../.. ...................OtherFee.....................f..
`b 1639. A SEP.2 4 2020
RFD MA'S
` Total Fee Paid............................................................... ......
TOWN OF BARNSTABLE
TOWN OF BARNSTABLE Permit Approval by.. . :..............on.lp/g.. .......
BUILDING PERMIT
SED Map..... /. ....................Parcel.06....0.61...............
APPLICATION o?�
Section 1 — Owner's Information and Project Location
Project Address L (�l Village )
Owners Name
Owners Legal Address
City State Zip
Owners Cell # 5 V; E-mail
Section 2 — Use of Structure
Use Group ❑ Commercial Structure over 35,000 cubic feet
❑ Commercial Structure under 35,000 cubic feet
❑ Single /Two Family Dwelling
Section 3 — Type of Permit
❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use
❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm
Rebuild ❑ Deck Apartment Sprinkler System
❑ Addition ❑ Retaining wall ❑ Solar
❑ Renovation Pool ❑ Insulation
Other—Specify
Section 4 - Work Description
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Last updated: 9/21/2020
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Application Number....................................................
Section 5 —Detail
Cost of Proposed Construction 0, Square Footage of Project
Age of Structure 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
❑ Wiring ❑ 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: Dr S M. 2 I am using a crane ❑ Yes D No
Section 7 —Flood Zone
Flood Zone Designation
Within or adjacent to a wetland, coastal bank? - Yes ❑ No Z
Section 8 — Zoning Information
Zoning District Proposed Use Lot Area Sq. Ft.
Total Frontage 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
Last updated: 9/21/2020
d
Application Number...........................................
Section 9 — Construction Supervisor
Name Telephone Number
Address City State Zip
License Number License Type Expiration Date
Contractors Email Cell#
I understand myresponsibilities under the rules and regulationsforLicensed Construction Supervisor in accordancewith 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license.
Signature Date
Section 10 —Home Improvement Contractor
Namekgg' U 1 Ufa Telephone Number 5 og - O('
Address 1q) W IMI) 0)1 City 1,�4kV Nf S State Zip Q
I-
Registration Number J S 2.�D Expiration Date 11 - 21 - Z O-10
I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780
CMR the Massa husetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation v ired by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C...
Signature Date -Z 1 -
tj
Section I I — Home Owners License Exemption
Home Owners Name:
Telephone Number Cell or Work Number
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation required by 780 CMR and the Town of Barnstable.
Signature Date
APPLICANT SIGNATURE
Signature Date 09- L
Print Name (ks I U�
�M'A � Telephone Number 5pk -
E-mail permit to: IV w( yS 2, . (,0�►'1
Last updated: 9/21/2020
r Section 12.—Department Sign-Offs
1 I.
Health Department C ?oniq Bowl gifffegU*I t
Historic.District :Site Plan:Rev
oleic trf i�xyauencel)
Fire.Department ❑.
conservation
For coniinerchd)vork,please take►'our plans,dlrgcW'M the fire rlcpr rfn:ent for approval.
Section 13=Owner's Authorization'
as Owner of;the subject grope ty hereby
authorize t jet o ��5� VA to act on my behalf; in all
v` wo.rk;authorized b 'th(s.buildin : _ennit.applicat on for,
.
matters relate e to _ ) g P �
ID P
(Address of job)
S fur ofbwner date
ig
Print Name
Eoilst(IOUWdA: 3".2020
The Commonwealth ofMassaehusetts
_ Department of Industrial Accidents
Office of Investigations
' 600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): f,VNt S SII��
Address:
City/State/Zip: k1JAW01 S , 040 Phone #: D 6��
Are you an employer?Ch ck the appropriate box: Type of project(required):
1. I am a employer with 4. I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. New construction
I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling
2. g
ship and have no employees These sub-contractors have g. Demolition
working for me in any capacity, employees and have workers'
9. Building addition
[No workers' comp. insurance comp. insurance.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:
Policy#or Self-ins.Lic.#: Expiration.Date:
Job Site Address: City/State/Zip:
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 c t
t' under the pains and penalties of perjury that the information provided above is true and correct.
Signature: 2 Date: [ — 1
Phone#: Sot - 2-L,b LA-7k
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 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Office of Consumer Affairs and Business Regulation
1000 Washington Street- Suite 710
Boston, Mass�chusetts 02118
Home Improveme468Mractor Registration
Type: Individual
R / $ Registration: 186520
MARCOS DASILVA i yi twi
Expiration: 11/27/2020
141 WAYLAND RD ;
HYANNIS MA 02601 g"" I'A
Y.
Y
tier '.Y...'k'.>✓. ".'°�J J`" '
Update Address and Return Card.
SCA 1 u 2r0MM-05//1177
.J a� (�o�rzinofzruB�r,��c�./G"vaJ�¢��uJet�1
Office of Consumer Affairs&Business Regulation
HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only
TYPjr:Individual before the expiration date. n found return to:
i Expiration Office of Consumer Affairs and Business Regulation
q •11/27/2020 1000 Washington Street-Suite 710
MARCOS DASILVC tf-IYI
Boston,MA 02118
s�
MARCOS DASILVA
141 WAYLAND RDA`'
HYANNIS,MA 02601 Undersecretary of valid without signature
t
oF�► , Town of Barnstable *Permitdv
��.. Expires 6 months from issue date
B,MSrABE- : Regulatory Services Fee `�®
MAS& Thomas F. Geiler, Director Lj
�A'FD^'AY06. Building Division l/
Tom Perry, CBO, Building.Commissioner
200.Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us .
Office: 508-862-4038 Fax: 508-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY
,,((�� l Not Valid without Red X-Press Imprint
Map/parcel Number(J
Property Address l � `� CA 0► �.
Residential Value of Work Q' b Minimum fee of$25.00 fo..r worlc under$6000.00
Owner's Name&Address
Contractor's Name AA-AU Telephone Number 1��7
Home Improvement Contractor License#(if applicable)
Construction Supervisor's License#(if applicable) rtK�.
W R ES PERMIT
❑'Workman's Compensation Insurance
Check one: SEP -� 8 2009
❑ I am a sole proprietor
❑ I.am the Homeowner TOWN OF BAFZNST/ BLE
D'Ihave Worker's Compensation Insurance
Insurance Company Name \
�—
Workman's Comp. Policy 6
Copy of Insurance Compliance Certificate must be on file.
Permit Request(check box)
Re-roof(stripping old shingles) All construction debris will be taken to (� rl,��( _
❑ Re-roof(not stripping"._Going over existing layers of roof)
❑ Re-side
❑ Replacement Windows. U-Value (maximum .44)
p
*Where required: Issuance of this permit do s not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
'Note: r per e. must g roperty Owner Letter of Permission.
Q pro t ac(ors License& Construct Supervisors License is required.
SIGNATURE:
Q:\W PFILES\FORMS\Express\EXPRESSPERMIT.DOC
Rtvise06O4O9
The Commonwealth of Massachusetts
Department of Industrial Accidents
' Office of Investigations
600 Washington Street
Boston, MA 02111
` www.mass.gov/dia
.Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
n C
Name (Business/Organization/Individual):
Address: R,,:-
City/State/Zip: CGJ' n� Phone #:
Are you an employer?Check the appropriate box: Type of project(required):
1.[alfam a employer with 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g, ❑ Demolition
workingfor me in an capacity. employees and have workers'
Y9. ❑ Building addition
[No workers' comp. insurance comp, insurance.$
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.Q Roof repairs
insurance required.]t c. 152, §1(4),and we have no.
employees. [No workers' 1.3.0 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.
tContractors 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:
Policy#or Self-ins. Lic..#: g e> l ch Expiration Date:
Job Site Address: � � I City/State/Zip: C121A M
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 insi4ce c erag ve 'fication.
I do hereby certify un r th a' an pena ie of perjury that the information provided above is true and correct.
Si nature: Date:
Phone#: '
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 5. Plumbing-Inspector
6. Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied, oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the
receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,'construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if
necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP)with no employees other than the
members or partners, are not required to carry workers' compensation insurance. if an LLC or LLP does have .
employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line,
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for firture permits or licenses. A new affidavit must be filled out each
year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial.venture
(i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address, telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE
Fax # 617-727-7749
Revised 4-24-07
www.mass.gov/dia
ti
,yam License or registration valid for individul use only
Board of Building Regulations.and Standa�d�
HOME IMPROVEMENT CONTRACTOR I before the expiration date. If found return to:
Board of Building Regulations and Standards
Registration 126480 One Ashburton Place Rm 1301
Expiration 6i812010 Tr# 267766 Boston,Ma.02108
i`` - TYP? In`d vidual !
MARK HERBST
MARK HERBST
r -
35 PEEP TOAD RD, E r� �'""� Not valid without signature
CENTERVILLE,MA 02(i32" Administrator r
! p � A,
i 1 i B $ �Cs� rY6�ra�
Constructjon.$uperviso`rLieense ? a
Licenser•CS 48546 a:�
Expiration 'I'Wi2010 TO 143fi2 ,
Restnct!on-=00:
n�- r
MARK D HERBST
35 PL T TOAD
r
i -CENTERVILLE,MA 02632°j Commissioner;
y ii
,+i. � ,.. t d F S.4 ; s.�+ °,.�tr sri� r t t � tn� ,'it Y A4 ,Y��t her ^P�+• f�i"f�¢` t �,s� ,+i �y t. r d <.:a .� G�5':�{ ,�A } '`t w �.: 5 �-���
,�'� t , t y r x •"�'r !�a �F t ?��-h�i�i�. �`tf'�n5i.'��s���2 i � ,x � � � 1�� � "."�" ) t t x
' �::_ d`v i4,N Y �-4�<�Fn� a:S }7 n� K�:>�� rNi? 1; � f '�'Vr � j 'HYk S y'%•k:lam* t� , � y i � t' t � , ,
:• ..k•'"a.7 �4.. � r r..4'�i:i-t - a, �-r: ��'R:°;w r.'Fn"¢' a����k ti��'s;n,1C5"� },r,'x;1 k'�•-�tiR '...r`r r�li;,�x��€r y� r r?'a.a1 -.�'4 n { ,
'� i�:.=x,;..i" fi '%isA-.�v. ;�,t1'E�.���� .�•h,t. ;'�'•t +'�'- � j�-'� °mow kaLS� -;r a�+.a��v^re;>r x ��iib� ,"..a.:�k,� x-t"a` -ct ,� r ., x y
CENTERVILLE MA 03632 ri£ s
�fi r
508-420-6216/774-238-2938
www.markherbst.com
Vi
y 4
PROPOSAL SUBMITTED T0:" WORK PERFORMED AT:
Robert Whalen z `
r=N 9 Topsail Circle F `SAME ;;
Cotuit MA
r" 508-420-7885
3
�. We herby propose to furnish the materials and perform,the labor necessary for he completion of.
ka, t New Roof. ` r
Remove 1 laver of existing shingles
y. Install ice&water shield at"edge valley areas&chimney
fi
Install 8"drip edge k '
Install 151b.feltpaper
Install CerfainTeed Landmark 30 r.'al ae resistanteshingles
Color( Gu `� i j'Please fill in thank You `
F�
r Install cobra vent to all ridges
P AZ
°4 t Replace all plumbing boots '
Storm nail all shingles
' All debris cleaned daily s
Price includes material labor&dump fees '$10 800.00( 1 k ,#1
Repairmortar on chimney&water proof all areas 350.00
y *Please check&initial choice(s)above,Thank you
� -
k
f
All material is guaranteed to be as specified. The above work will be performed in accordance with the specifications submiitedT*tit;
Lkr and completed in a substantial workman-like manner for the sum of:as specified above&verified with your initiats s' t
t xw t r Dollars( )with payments as follows: full aindunfdua up on'completion
} *Any alterations from above proposal involving extra costs"will be added under a separate written agreement and become an extra
charge over and above said proposal.;.: `
KY�
" RESPECTFU SUB str
Mark Herbsttr
ACCEPTANCE'OF PROPOSAL' ��¢
- and conproposal.
k a
ditions are satisfacto I herb accept this ro osal 'You are authorized to do-the5work an�c
t , The above price,specifications rY• Y P P
payments will be as d a,ove. N
4 rr }
SIGNATURE t �,t5 {w',n° r`. -Fug°Jh•t' 1 f4 +
��;�[ 1 E4
'�y� 'itliU'Yfaih b�saidscxo:l'71 an`z;i>tmot apte tdd wethin30 days
f k*This proposatsmay,be , r
,'1 � , Fp r} '�• -..t p
u..
i �;,,s ..ir . '' La+A "-:E `Y€�F": .ys s3� &�c'�F' R"C+; .5't` �t4.,,' � :t f glrx� a"�: �:.4 „ w.•1'.'�C ,� j. � 'i..rs a. < �r Py%.+ '� �b-. Y ` � Opp,.,'- A--
��; � nPJ;'r � t � Y tfis''r x,�P i�•,Lt�ta-'�s'�„,yr�'�,�s� -� l` .v���a kt4'g-w�,ie�? ra x•;4 n ti�'vk K � ,t e to r �
d N,,7 i r, ➢ t
NOTICE . .
. NOTICE
TO TO
EMPLOYEES . . EMPLOYEES
The Commonwealth of Massachusetts
DEPARTMENT OF INDUSTRIAL ACCIDENTS
600 Washington Street, Boston, Massachusetts 02111
617-7274900
As required by Massachusetts General Law, Chapter 152, Sections 21, 22& 30,this will give you
notice that I(we)have provided for payment to our injured employees under the above mentioned
chapter by insuring with:
ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY
NAME OF INSURANCE COMPANY
54 THIRD AVENUE, P.O.BOX 4070, BURLINGTON, MA 01803-0970
ADDRESS OF INSURANCE COMPANY
AWC 7016215012009 01/10/2009 - 0111042010
POLICY NUMBER EFFECTIVE DATES
P O Box 494
Leonard Insurance Agency Inc Osterville, MA 02655 (508)428-6921
NAME OF INSURANCE AGENT ADDRESS PHONE
F x
Mark Herbst 35 Peep Toad Road Centerville, MA 02632
EMPLOYER ADDRESS
12/23/2008
EMPJ,OYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE
MEDICAL TREATMENT
The above wed insurer is required in cases of personal injuries arising out of and in the course of employment to furnish
adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act.
A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician.
The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary
and reasonably connected to She work related injury. In cases requiring hospital attention,employees are hereby notified that
the insurer has arranged for such attention at the
NEAREST AND $EST MEDICAL FACILITY
NAME OF HOSPITAL -� ADDRESS
TO BE POSTED BY EMPLOYER
ti
CFTHE) TOWN OF BARNSTABLE Permit No. ...2.94. 7......
BUILDING DEPARTMENT
TOWN OFFICE BUILDING Cash
p'tE•�� HYANNIS,MASS.02601 Bond .......
CERTIFICATE OF USE AND OCCUPANCY
Issued to JOHN Mc SHANE
Address
1 nt 41 9 Tnn-,nil ri-rnl e., Irot7nif
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.
December 10 86
...................... 19................. .. �.'....
Building Inspector
Assessors office (1st floor): t / 91p o 0
Assgssors map and lot number ......... ✓t /....�` .............
Board of Health (3rd floor):
' Sewage Permit number .....................I:: ......�a. ... �'
Z EAUSTADLE, •
Engineering Department (3rd floor): MA°`
944 t639 e00
House number
APPLICATIONS PROCESSED 8:30-9:30 A.M. an7d 1:00--2:00 P.M. only
TOWN OF BARNSTABLE
BUILDING INSPECTOR }
APPLICATION FOR PERMIT TO �/.�' � . .5,,,,,,,,,,,,,,,,,,
TYPE OF CONSTRUCTION .......,, i ..:........ .......... e............................
m .......... ...........................................
................................................19........
TO THE INSPECTOR OF BUILDINGS:
The undersigned
/hereby ap-paliies for a permit according to the following information:
Location ..... /.
,
aC?S! .L.... ........./,�..........V.6..�...................................................................... ....;
ProposedUse /L /4 ..It�3l.........Yx .4.1 ...........................................................................................................
Zoning District
. Fire District ...�...f'�, ✓/
Nameof Owner ..........Address ....................................................................................
Name of Builder ��'v.. .....11�. ..✓../A.47....Address ....................................................................................
Nameof Architect .....................`y............................................Address ....................................................................................
Number of Rooms ...................f............................................FoundationG ..... 6
............................
Exterior ... ..., !/.�..!f/f... � ...........Roofing .. <SC9L� ..
Floors ..... ,f�/.r.!>....�e....�s;�.�?..�....................................Interior ... ......................................... .............................................
HeatingGl E L._ ........Plumbing / } !(.:...................................................
.......r.....�............................ ....... ............
Fireplace ......... � s!?�� :...........Approximate Cos ............ ®w..............-.......i........ ;,.o.....................................................
Definitive Plan Approved by Planning Board_-----_____,-__________________19________ . Area
Diagram of Lot and Building with Dimensions Fee ::.........
SUBJECT TO APPROVAL OF BOARD OF HEALTH
R
0
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
t
I hereby agree to conform to all the;.Rules and Regulation's of the Town of Barnstable regarding the above _'
construction.
r. Name �..�G.�. ......... °!c.e c... .......
Construction Supervisor's License �o../l ��.
1 le
MCSHANE, JOHN
A=018-096.0 a
V
42 9 ... Permit for ....One Story
No •....... m ..............................
••••••.Single Family Dwelling..................................
Location ...L'R ........9 T2psail Circle
................
Cotuit
.................................................................................
Owner ......John...M....c-..S..h..a.ne...................................
........ ....
Type of Construction ..••Frame............................
..................................................................................
Plot ............................ Lot ........................ .......
Permit Granted .......... June 2., 86
..............................19.
•
ti
Date of Inspection ....................................19,
Date Completed ......................................19.
Ass�Vor's office (1st floor): j A �i THE
Assessor's map and lot number ...�,'.,� ...... .::.:.........• �y$TEM MUST BE
4 Board of Health (3rd floor): " SEPTIC
MPLIANC
Sewage Permit number .. .6 INSTALLED IN CO . .
WITH TITLE 5 Z SAUSTASLE,
Engineering Department (3rd floor): TAL CODE AN 900,0,,"6&
House number ..........:..:........................ C/......................
ENVIRONMENTAL 'EpYPY0r�9
�j'r� 11'�7►WN REGULATION
APPLICATIONS PROCESSED 8:30-9:30 A.M. and" 1�00 2:00."P.M. only
TOWN OF --• BARNSTABLE
RUILDING.f INSPECTOR
00'
APPLICATION FOR PERMIT TO .. :..... .......... ..................
TYPE OF CONSTRUCTION ....... ,. a.0,0........... ..
�` . . 19--------
TO THE INSPECTOR OF BUILDINGS:
The undersigned
hereby applies for a permit according to the following information:
Location .��1.... . ....... ?S/ 1.. , ` ........ ....................................................................................
Proposed Use .. ! /.> 1"/ �� �/J........................................................
t
Zoning District ...............�T
Name .......................................Fire District' ...�K .01 ...............................................
ofOwner�.. ...... ..........Address ..........:.........................................................................
Name of Builder �,r°! .....//1.. s .' ....Address .....................
Nameof Architect ..................................................................Address .................................................................
Number of Rooms .......... ...................Foundation Q-&.A:r,�.....0 .�"!�� ................
Exierior ...........Roofing .. 4-.
Floors ..... ............................:.......Interior ...' ..... .
Xrieating � ... ... ..�...........................Plumbing ............. ....�.....................................................
Firepace ........../ ' .. /! rl
l ..........................:...Approximate Cost ..... E? ...............................
l
V
Definitive Plan Approved by Planning Board _ _ ---__---19____!'�_. Area ........-.................
..........,....
Diagram of Lot and Building with Dimensions Fee ......... .........................
SUBJECT TO APPROVAL OF BOARD OF HEALTH ,
IV
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 F
construction.
ell
Name .. . zz,...: 2oiK..�................
_.•_ _. .. ____._______�.�.___._...__._.��. 'Construct'ibn.,Supervisor's License ......... .........:.. - ••
MCSHANE, JOHN
a r Y
err No``..2944...... Permit for ...Qne...Szoxy.............. �.
a
Siri le...Family-Th7R.IU19...................... t
Location ..I,apt...Al.;:....9..,'op•sa1J...Cl-•c.ie. .....
................................................. ,f <� ( : �✓ r' 't+ ''=
Owner John
................McShane.............................................
Type-of Construction ............ZiRame...................
4 ........ is.............................. �
Pot .........:._................ Lot ..............:.................
` y
Permit Gra_n'ed .. .June. .2,•••..•..• .19) 86 •n'` '' '`�
Date of In pection . ............... 9 T �
i.
Date Compl�gte
-- //
' w
t _
8 00
� N 1270,56 J7t __T O
lu
o m 4► 73 S %
k o
=' m
3 LOT 1
� S . F .
43, S61
a
S 17•22 '
PLOT PLAN OF LAND
TO THE BEST OF MY KNOWLEDGE, THE FOUNDA TION o L OCA TED IN
SHOWN ON THIS PLAN IS AS IT ACTUALLY EXISTS A j„ of BA PNS TABLE MA S5.
THAT IT CONFORMS TO THE TOWN OF BARNSTABL E Z M4,p
REGULATIONS. REGARDING YARD SETBACKS" DAVID 9ny PREPARED FOR
CHARGES
sArvlcKl 4Mc 5HA NE CONS TRUC TION
DA T :APR,22, .1986 28085
C/SrE�.{D� DA TE:APR.22 , 19B6 SCALE.' !"! 40 FT.
SURE CAPE 6 ISLANDS SURVEYING
FL 000 ZONE C TEA TICKET - MASS.
2
a'fy��•. TOWN OF BARNSTABLE
BUILDING DEPARTMENT
S aseaarAU TOWN OFFICE BUILDING
� rua
1a79' �� HYANNIS, MASS. 02601
'�o rnr�•
MEMO TO: Town Clerk
FROM: Building Department
DATE:
t�
An Occupancy•Permit-has `been issued 'for the building authorized by
BuildingPermit #.. ........................................................................................................ .... ...... ........._ . .........
v),
............
issued to ...... . ,•1.,,;l;x '.... ':A..:C'C�►i .. ........................................................... . ... ............................_..........»..._.._
If
Please release the performance bond.
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I m /\C(�� IL
DATA
• � i
BUILDING
TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT
JOB WEATHER CARD
DATE 19 PERMIT NO.
APPLICANT ADDRESS
IN0.) (STREET) - (CONTR'S LICENSE)
NUMBER OF _
PERMIT TO (_) STORY DWELLING UNITS
(TYPE OF IMPROVEMENT) NO. (PROPOSED-USE)
ZONING
AT (LOCATION) DISTRICT
(NO.) (STREET)
BETWEEN AND
(CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION.
. (TYPE)
REMARKS:
AREA OR i 1„ - PERMIT
VOLUME ESTIMATED COST $ FEE
(CUBIC/SQUARE FEET)
OWNER
,... .. .- .. ,. , -• BUILDING DEPT. _
ADDRESS BY
THIS PERMIT CONVEYS NO RIGHT. TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR
PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP-
PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED
FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS
OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINEDON JOB AND THIS WHERE APPLICABLE SEPARATE
INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR
ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND
1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS.
2. PRIOR TO COVERING`STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL
MEMBERS(READY TO LATH).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 k.
Ke
z 2 z ,
fa,!-s� x
3 HEATING N PEC ING APPROVALS R ALS
I
-HER Iz BOARD OF H ALTH
oe )o
NCRK S„ALL NCT °POCEE^ UNT;L THE PERMIT WILL BECOME NULL.AND VOID IF CONSTRUCTION OR WRITTEN NOTIFICATION.
iNSFECTIONS iNOICATED ON THIS CARD
'NSPECTOR HAS APFRCV 7HE ='Cos WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN 3E ARRANGED FOR BY TELEPHONE'
STAGEs OF CDNS?RUCT.^N. PE RMIT IS ISSUED S NOT ABOVE. ,
29.8
BUILDING DEPI
ALBI N A (25 WIDE) AVENUE PLAN BK• LOT > SEP 2 4 2020 S nrN o
. CB/DH TOWN OF BARNSTABLE y
CATCH CATCH FOUND NIF
29:2 BASIN BASIN 14» �lA1N ST IRT LL0
0 .. '' 27.8
299.95' , CB/DH
/ FOUND
S17'22'11"W /
29.1
o 28.9- /
29.0 I / 29.3
FOUND - 2 9. 29.3 /
30.1 ;a29.1 r 29.3 /
IuiI w /
n W U /
i
29.o DR)VE PAVED 6R�G� LL
Li
o G
I 1.
BENCHMARK: EASEMENT,
RP
NAIL & CAP 2a.8 ._ .- r GRAIL 29.2 a LAWN
EL. 28.83' I 28.6
__4 6
I O BRICK � 29.1
29.2 U x 28.8
29
T a i�
V .0 /
C3 GARAGE
SB �.p9 29.5 SLAB 29.95 AfEII'
W
\ Mar
FLAG AE P,4;V
FOUND AEW
30.4 I 2�.7 POLE I� /^ ��-'�' LOT 1
r 43,56>f S.F. 2s.7
�°�i4YJ',/ / 3
29.2 w N� j
rn 0
m o LAWN PAVERSZ10 _
= PA 27 7 �, Q 2
j 29.3 to (fj
c`1
O N 28.5 I�/0 w
U
EXISTING DECK
HOUSE
F.F. 31.44 1
m m U GI1F x 28.2 LLJ
Z 28.1, 0
29.3 L FF
141/ Ar i
ST"IFT, LLC
-/28.4 - LAWN
' C.E.
28.8 APPROXIMATE f
X 28.3 OCATION OF
75.4'' _ ----- 28. Q / EXISTING SEPTIC ti6
/ - w C GQ SYSTEM.
L_ CONFIRM IN FIELD
28.4 270.56' � 25.1
l
LE CT.- N18'28'00"E � -
�,. , AL. x 26.9
4 27.8
CABLE i
27.4
x 26.2
LOT 2
NIF
LEGEND SCOTT A � fLLgN N -fOWrS, TRs
---- 28---- EXlS77NG 2' CONTOUR
CB 30 EXIS77NG 10' CONTOUR
Sl TE PLAN
FOUND
X 28.5 EXIS77NG SPOT ELEVA77ON FOR
FOCUS MAP JONA THON & JULIE CHENARD
FOUNDo CONCRETE BOUND Wl7H DRILL HOLE
FOUND NOT TO SCALE
scH i r #9 TOPSAIL CIRCLE
GENERAL NO TES: CO TUI T, MA
20 0 10 20 40 -
1. HOUSE NUMBER: s` `...�` Scale: 1 "_20' Date: AUGUST 12, 2020
2. ASSESSOR'S INFORMATION.• MAP 18, PARCEL 96, LOT 1
sCA-1E I iivCH = 20 FEET J. FLOOD ZONE- X (PANEL NO. 250001 0752 J, DATED JULY 16, 2014)
4.` ZONING DISTRICT RF D,
5. LOT COVERAGE BY- //� �`�A f� arwick �G Associates Inc.1
_ 6
A. EXlS1ING STRUCTURES 2• ,944 SF./ 43,561 S.F. . � �....
DRAWN BY.• L.M., R.✓.W. DA7F 8112120 8X PROJECT COTU/T �`� �- 68 County Road Box 801
B. EXISTING & PROPOSED STRUCTURES.• 3,892 S F./ 43,561 S.F. = 8.9x LOCA77ON j 6Ar
TOPSAIL
6. TOPOGRAPHIC INFORMA 77ON COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY CIRCLE Arortfa Falmouth, MASS O.e556
CHECKED BY GSt SHEET 1 OF 1 ,
7. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DA7UM 1988. �SOBJ 563 - 9'TT9'
P. �Lond Projects 2004�SS20040�dwg�SS2006,3SP.dwg & SI7E' IS WITHIN AQUIFER PR07EC77ON DIS7RICT v'-r%("�
PER NOTE TABLE NO. 1 GENERAL NOTES OWNER
SLOPE EARTH SURFACE 1/4'
BENCH AND STEP OPTIONS: BOND BEAM HORIZONTAL BARS MAY BE 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING LKEEP SHOTCRETE(GUNITE)DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS. NON-EXPANSIVE EXPANSIVE NO DECK/HIIG H DIP. BULD'G SURCHARGE
POOL Nt OR SPA SHAPE,DEPTH AND DISTANCE TO PROPERTY LINE,SLOPES AND STRUCTURES, 2.DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
.SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4' PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAILS. 2 REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE do ARE RELYING ON 3.DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL(IT MARKS THE PLASTER).
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN A B C D INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY of THIS
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS 1S OPTIONAL 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS
FRAME BUILDING VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY
DETAIL #B). REQUIRED W/ EXPANSIVE SOIL OF THE CONTACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC.AND OBTAIN AP
GLAZING SHALL COMPLY WITH 2O18/2015/2012 IBC SECTION 2406.4.5 INCLUDING LOCALLY
BASIC GRID #3 1500 #/Poor MAX. ADOPTED AMENDMENTS.
TABLE 1 TABLE 5 COPING SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VENT ONLY
BARS 0 12" O.C. BOND BEAM `� `� `� '� FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC, RECOMMENDS THAT THE L GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS,HOT TUBS
DRAIN SEE DETAIL #1 & #12. OWNER OR CONTACTOR OBTAIN A SOILS REPORT AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT-
A TABLE TABLE TABLE WATER SURFACE - 1 iNS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN A THE BOTTOM EDGE OF THE(LAZING ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHES
DECKING. MINIMUM APPROX. 3" BELOW - BELOW IN FIGURE 18 APPLY(PER 2012/2015/2018 IBC SEC. 180&7.3). ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND
WIDTH PER LOCAL B E F G BOND BEAM. N wruwnnu ° :: � (3)#3 BARS. (4)#3 BARS' (4)#3 BARS (4)#3 BARS 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- STRUCTURAL B. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING
' t 17M INCLUDING POOL OR SPA.
BUILDING CODE. �� �� o ;,� a E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. POOL GEOMEIRICS T NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND
Ci ���rrr y 3'-0' MIN. z ENCLOSURES AND SAFETY DEVICES
I <Z 0� '�fi 3 a D R C VERTICAL C VERTICAL C VERTICAL C VERTICAL 5. DI:CIONG CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT
DEMONSTRATE A SYSTEM THAT WILL RESIST'HEAVING DUE TO SOIL EXPANSION.
H na. �` STEEL STEEL STEEL STEEL 1.PRIOR TO FILLING. THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4'MIN. HIGH
i 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL
} '.. c m NG rQi w N 3. a N P 3'D" 1'-0' 3" #3 O 12' 3" i� O 12" 3' #3 O 12" 3" #3 O 12'
BUILDING CODE AND LOCAL ORDINANCES FENCING ek GATES WITH NO OPENINGS GREATER THAN 4 GATES TO BE SELF-CLOSING d<
NO R.B.B. '- �--�;- N I �' it ( CUR. m o ---- " -_--- -- 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC SHALL PREVAIL MIN. HIGH. WHERE THIS VARIES FROM LOCAL CODES THE
�- _-�-
SELF LATCHING N N OF 4'
a v v1 w y, 1 N x a 3'6" 1'-0" 3 3 3" 3" LOCAL CODES SHA
- COMPLY NTH 1 C 3
m �i a /� 2WWHEN REQUIRED BY THE BUILDING OFFICIAL. BARRIERS SHALL COMP BC SE TON 109
I m __.__I,� �- I a. o BENCH STEPS ' Y, & SIGNS SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
/ �- - -- m INCLUDING LOCALLY ADOPTED AMENDMENTS.
r '_r1 I _N o i- 1 / & = w 4W 1'-0' 3" 3" 4" 4' 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE 3.ENTRAPMENT AVOIDANCE SHALL COMPLY WITH THE INTERNATIONAL SWIMMING POOL AND SPA
r n SEE OPTIONS J 1 i-/ UNDISTURBED SOIL `I in v~i - - - - - DEVICES FOR THE DISABLED.
0 0 I 1 ABOVE 4'6' 1'-0' 3" 3ut' 5" 5" CODE AND ANSI/APSP-7.
- "_ _ - -__ _ _ ._ OUTLETS inH I ; r _. I_ N F 1500 PSF MIN. m IO.CONTACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS do DIMENSIONS AT JOB SITE.
! ; 1 SUCTION W SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR
r I rt - I I J I / BEARING VALUE 5'0" 1'-6` 3" #13 0 6' 4" #3 O 6' 5" #3 O 6" 5' #3 O 6" 11.POOL LENGTH,GRADE BREAK LOCATIONS&DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL SPA SINGLE-OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM CLEANER SYST M OR OTHER
a ___.. B r , (" q- --- --- - - COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPUCABLE STATE SUCH MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE
-- ---
v~i --- ° I I a ' I INFLUENCE LINE ', i, ` 5.6" 2•-0• 3• 4" 5• 5%- AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS PROTECTED AGAINST USER ENTRAPMENT. ALL POOL AND SPA SUCTION OUTLETS SHALL BE
UNDER- ( I I � 1 I7-1II' a! -- SFOR URCHARGED 'C' SHOTCRETE TO BE CHANGED OVER { •Ci J�,`Q" 6,0" 2,-6" 3' -- -- 4' - - 6" - - 5�/t' - 12LOCATED IN SEISMIC DESIN ACCORDANCE NTH IGN CATEGORIES OOR A SITE SPECIFIC SOILS IFVESTIGATON MAY BE REWIRED FOR PROJECTS PROVIDED WITH A COVER THAT CONFORMS TO ASME A11219.8M.
WATER I �m� ._i �' 1 �! _ - - - I&WMERE FREEZING TEMPERATURES OCCUR,THE POOL SHALL BE W1141ERIZED To PREVENT DAMAGE M DI��•ALL POOL AND SPA CIRCLUTION SYSTEMS SHALL BE EQUIPPED WITH AN
r_a UNIFORMLY, i Q` ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR
LIGHT PER I I I I j I ! ;� I °', „. ..� SEE TABLE 1 I `�' 6'6" 3'-0" 3' - Out -- 7" -- _- 6J¢" _- _- THE POOL STRUCTURE,PLUMBING,AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR BROKEN.SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE APPROVED OR
DETAIL #10. -4- i r;! - ADD O 12" O.C. PROPER WINTERIZATION PROCEDURES. ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOWS: 1. SAFETY VACUUM
I 5'O LONGITUDINAL O TRANSITION ACTUAL DIG LINE MAYS; T0' 3'-6" 3' S" 8" 7)�t`
• Ttr -_. _- - _� -._ __ -_ �._ RELEASE SYSTEMS CONFORMING TO ASME A11219.17S; OR 2 APPROVED GRAVITY DRAINAGE
• • FOR EXP. SOILS VARY. LOCATE STEEL , T6' 4'-0' 3 5ui" But" g • ELECTRICAL AND PLUMBING SYSTEM.
• • ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC).
3' CLR FROM EARTH -4 io - - --- --- - -- - IN ADDITION, SINGLE-OR MULTIPLE-PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A
TYP. FLOOR -- - -_.: _ 8'0" 4'-6" 3" 6" 9" 8%' 1. IN ACCORDANCE PITH NEC SECTION 680.26. ALL METAL WITHIN 5 HORIZ OF INSIDE WALL OF POOL
STEEL BASKET IS NOT REQUIRED r �� VERTICAL STEP- / MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE A MINIMUM HORIZONTAL OR
'r 6" THICK MIN. SHOTCRETE (GUNITE) 24' MIN. -° ---- ---- --- -- - AND 12'VERT. ABOVE WATER LINE MUST BE BONDED VIA EQIMP0 ENTIAL BONDING GRID. BONDING VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS
USE TABLE 1 SCHEDULE V. SEE TABLE 1 C P 8'6" 5'-0' 3" 6' 9' - 01 0. GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3'HORIZ BEYOND INSIDE WALL OF POOL
DRAIN PIPE SHALL NOT W/#3 BARS 0 12' O.C. (BUILDING SURCHARGE) MEN _ � EXTEND WALL SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH TEEM SIMULTANEOUSLY THROUGH A
ENCROACH INTO GUNITE SHELL EACH DIRECTION CONCRETE REINFORCING TIE WIRES SHALL BE MADE TIGHT FOR BONDING PURPOSES VACUUM-RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS.
SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REIN INTO FLOOR. 2 OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT IN ADDITION,WHERE PROVIDED, VACUUM OR PRESSURE CLEANER FITTING(S)SHALL BE LOCATED
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 1M' IS LESS THAN POOL DEPTH. #3 BARS O 12" O.C. 31f MINI• FOR TABLE 5G INDICATES TYPICAL RADIUS ACTUAL RADIUS 3 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE IN AN ACCESSIBLE POSTON(S)AT LEAST 6 INCHES AND NOT GREATER THAN 12 INCHES
{ ) ( NO DECK OR HIGH WITH LOCAL REGULATIONS.
PROVIDE(2)ANTI-VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE #12) EXPANSIVE SOIL 4. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM- BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S).
COVERED WITH APPROVED A.S.M.E STANDARD A11219.8 PACK AT LOW POINT. (6'HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL 5. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
ANTI-ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). 'D' IS DISTANCE DOWN BUILDING FOOTING 6. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE IBC.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'I" WALL DOES NOT REQUIRE *IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL FROM TOP OF P� WALL. SURCHARGE 7. CONTRACTOR IS ADVISE)TO REFER TO THE INTERNATIONAL POOL AND SPA CODE AND ANSI/APSP-7 GEOTECHNICAL NOTES:
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL FOR PROPER INSTALLATION OF THE POOL CIRCULATION SYSTEM SUCTION OUTLETS.
POOL ENGINEERING INC.'(PEI) STRONGLY SUGGESTS THAT THE PROPERTY OWNER AND/OR
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 6. BARS ARE REQUIRED. (DOES NOT APPLY TO Sl1PPLFiENT DETALS) & WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS SHALL POOL CONTRACTOR CONSULT WiTH A GEOTECHNICAL ENGINEER ENGINEERING GEOLOGIST TO
BE MADE FOR AN ALTERNATIVE MEANS TD EIWYNATE VOLTAGE GRADIENTS THAT WOULD OTHERWISE /
TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION N.T.S. 1 BE PRovDED BY BONDED REINFORCING s1m OBTAIN A Soles AND/OR GEOTECHNICAL ENGINEERING REPORT F� THE PROPERTY ON
STRUCTURAL NOTES WHICH THE POOL IS TO BE CONSTRUCTED. IF A GEOIECHNICAL ENGINEERING REPORT WAS
PROVIDED TO PEI. THE DETAIL SHEETS PROVIDED BY PEI ARE BASED ON THE REPORT. IF
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE PLACED AGAINST A SOIL REPORT HAS NOT BEEN PROVIDED TO PET. THE PLANS AND DETAILS PROVIDED BY
UNDISTURBED SOIL OR SOILS ENGINEER APPROVED 90%COMPACT FILL THIS PLAN IS NOT SUITABLE PEI ARE � ON INFORMATION PROVIDED BY THE OWNER/CONTRACTOR AS WELL AS THE
SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE , c WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER ALLOWABLE PRESUMPTIVE SOIL PARAMETERS PROVIDED IN THE REFERENCED BUILDING CODE.
WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL 97E CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM POOL, SUCH AS CUT-FILL TRANSITIONS.
THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WAIL 2 ALL REINFORCNO STEEL SHALL BE DEFORMED BARS do CONFORM TO AS1M A615 GRADE 40 FOR#3 R S THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO CAUSE
(SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER NpN-pfpVE EXPANSIVE NO DEx1C/N#GH E7�. BARS AND#4 BARS 9PIJCES TO BE LAPPED A MINIMUM OF 24=. MINIINIM CLEARANCE BETWEEN THE GEOTECHNICAL ENGINEER ENGINEERING GEOLOGIST TO CONFIRM THAT THE PLANS AND
PLAN ARE PRESENT,ADDITIONAL DETAILS #1 dt #12 ;,P 1/4" PER PARALLEL BARS IS 2 1/2% THE DETAILS PROVIDED BY PEI MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE
SURCHARGE DETAILS ARE REQUIRED. F� E F G 3. (1)#4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF(2)#3 BARS,WITH THE EXCEPTION GEOTECHNICAL ENGINEERING REPORT.
THAT IF#4 BARS ARE USED FOR THE BASIC GRID,THE MAXIMUM SPACING IS#4 BARS AT 18'D.C.
SPECIAL DETAIL REQUIRED r "'� E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE
WHEN LESS THAN POOL DEPTH OR H/4 �fr > X m O < (1) f3 O TOP INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL
its 4 a E m VERTICAL VERTICAL VERTICAL STRUCTURE
(7.5' MAX. H/4) _ c <-WATERPROOFING RECOMMENDED. D C . C C
SPECIAL DETAIL REQUIRED 6 o STEEL STEEL STEEL 5. GROUNDING/BONDING(PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE)OF ((''�� I`t
WHEN LESS THAN H 6 HORIZ. STEEL co m 6' C.M.U. W/ THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE L L 1 PT.
/ I m S6" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 7 m
BARS 0 12" O.C. N #3 VERT. BAR 0 24" O.C. - --. __ & SHOTCRETE(GUNITE)TO BE IN CONFORMANCE PITH 2O18 IBC SECTION 1908(2015 IBC SECTION 1908,
(10`MIN., 20' MAX.) w 20121BC SECTION 1910,20091BC SECTION 191E &SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
SOLID GROUT. 4'0' 3" 3' _ 4" )
-. -.-- - -- OF Z500 PS AT 28 DAYS.
ALTERNATIVE BONDS _ - $ O A '�:.W,19
o �- �A �. 1T 4'6` 3' _ 3ut' - 5" - 7. WHERE APPLICABLE,SHOTCREiE(GUNITE)TO BE IN CONFORMANCE WITH ACI 318 CHAPTER 4, E P t
PER I.B.C. SECTION 1808.7.E BEAM LOCATION t BOND BEAM DURABILITY REQURDNENTS, CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING. DEICING
WA1LR t 6 5'0' 3" #3 0 6" 3% #3 0 6' 5" #3 0 6' CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.21 AND 4.3.1.
LINE 5'g' 3' 4" - 6" - - CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED IN TOWN
1 /y �t
z VERT. STEEL VERTICAL STEEL W/ ACCORDANCE WITH ACI 318 TABLE 4.4.1. CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING TOWN OF �i-v-,A,-
g ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24 MIN. EMBED. - - -
SURCHARGE CONDITIONS N.T.S. 3 SEE TABEx - F aR G 6'0" 3ut' 5" - 7• - EXPOSURES SHALL CONFORM To THE CORRESPONDING MAXIMUM WATER-CELNLTITnouS MATERIALS
REQUIRED FOR CONDITIONS ABOVE TYP. HORIZ. STEEL RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318,
- -' - ---- SECTION 4.21; CONCRETE INTENDED TO HAVE LOW PERMEABILITY TY WHERE EXPOSED TO WATER,
3• 4-C! � 6'6` 4" 6- 8" CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS.OR
r CLR. C 3' _- - CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBLISHED BY - 7'0" 5" -_;_ 6` 0 4 8" #3 0 3
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSP) CLR. ._-- -- -__ CHEMICALS,SALT,SALT WATER,BRACKISH WATER.SEAWATER TI SPRAY FROM THESE SOURCES. POOL/SPA ��
F. T6' STD` 6 8"
& CEMENT SHALL CONFORM 10 DC SECTION 7903.1,Aq 318 SECTION 3.2 Ac ASTM C 150.
_-__- 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH Aa 318 SECTION 4.21
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 8'0" 6%' 7" 8ut" FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL BE LOCATED !�
GUNITE THICKNESS PER - 10.KEEP CONCRETE DAMP CONTINUOUSLY FiXR 14 DAYS. i
�- -- _- __ rl
a (GUNITE) 1. CONCRETE BLOCK SHALL BE GRADE N(EXPOSED TO WEATHER). TYPE II(NON-MOISTURE 8'6' 7ui" 8" gut' 11.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER-PROOF SURFACE
APPROPRIATE WALL CONTROLLED),NORMAL WEIGHT UNITS(135 PCO.CONFORMING TO NC SEC.2103,AND - -- ---- -- - 12 FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR 0*0 DESIGN ! 7 7 (� �/ SLOPE
SCCHEDULE. "" "'" "'"" "`"" " - 9'0" 8" 9" 10)¢" INTENT.RADIUS SHALL NOT BE LESS THAN t-FOOT AND SHALL NOT EXCEED 5-FEEL 1® -® O ■
Q ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm=1500 p$ _ - - -
o _ - `- 1&IN AREAS NTH SOIL CONDITIONS SUBJECT TO FROST-HEAVIE THE FOLLOWING REQUIREMENTS APPLY:
z _,: h f 2 GROUT SHALL CONFORM TO IBC SEC. 2103&ASTMI C 476 WITH fc-2,000 PSI. SEE IBC 9'6" 9• 10" i1 ui"
z i`-, POOL FLOOR THICKNESS � �� aIN ACCORDANCE WITH IBC SECTION 1809.5, THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR SCANNED
F TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS - PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY.
%o d a MAY VARY TO ACHIEVE a �. 'bo 10'O" 9" -- 11" -- --- 72"
Q a.. DESIRED WATER DEPTH. -- --_-__ 3 MORTAR SHALL TYPE M WITH fc=1800 psi AND SHALL CONFORM 10 IBC SEC 210E AND SURFACE IMPROVEMENTS IS A CONCERN.SITE-DRAINING GRANULAR BACKFit1 MAY BE
b.AL117RNATVEIY,WHERE DAMAGE TO THE POOL S1RUCIURES,PLUMBING, ADJACENT STRUCTURES /')
n &ASTM C 270. SEE IBC TABLES 2103.8(i).(2)FOR PROPORTION AND PROPERTY 11'0" 9" - 11- 12%' EXTENDED BELOW THE FROST--LINE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER. 2`�
SPEgFICAnQN$.
SEE STRUCTURAL NOTE 11 71
MAINTAIN 18` MIN. EMBEDMENT INTO BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
SHALLOW FEATURES UNDISTURBED OR 90% COMPACTED SOIL N.T.S. N4 RAISED BOND BEAM N.T.S. 5 NOTES HAS READ do UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6
9" k LARGER PROPERTY RIGHTS TO ALL DRAWINGS,REPRESENTATIONS,
NOTE: BOND BEAM PER TABLE 6•-B• BRICK OR PRECAST IDEAS, DETAILS, NOTES&SPECIFICATIONS EITHER COPIES
SPA AIR-LINE N0. 1 & DETAIL#12 �`-+� 2' 2 CONCRETE COPING. 9 1/2' 3RD AND/OR 4TH OR -ORIGIINALS Meg DESIGN 1�1REff THAT MAY BE iFIE PROPERTY INCORPORATED
OF POOL TO
MAY BE LOOPED !__..._, SOLEY
INTO SPA BOND c� , y aMn r rw .fin rt, r, nMu'vtiv� n - -°--
- 4'-0" MIN. EXPANSION JOINT do SEALANT to 12" � -BAR LOCATION T?IGINEERING, INC.PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN x Z I 2 LEVEL TOP OF GUNITE MAY VARY TO COPYRIGHTED MATERIALS,DRAWINGS,REPRESENTATIONS,
-cco , , L P ) #3 (4) #3 BARS W GROUT do PLACE REQ'D. FOR EXPANSIVE SOILS I �, IDEAS, DETAILS AND SPECIFICATIONS OTHER ORIGINAL OR
1' CUR. TO RELINF. I 6' BARS. / DECKING ELECTRICAL V BOX.
c Pn _ 1" MAIN. CUR. #15 FELT OR 4 MIL _ PER DETAIL#8 1 CLRPROV'BETWEEDE 2 N2• ANY PERSON. BUSINESS,OR CORPORATION MAY ONLY BE
.o COPIES THEREOF TO BE MADE. COPED OR ALTERED BY
LU I THICK X #3 BARS co VISQUEEN ON TOP. 8 MIN. ABOVE DECK. WATER /( ) #3 PARALLEL BARS.
" L.P 3' < J AROUND ALL # COPING FIN BOND BEAM W 4 BARS _
vn;r AUTHORIZED xWnH THE EXPRESSED WRITTEN PERMISSION
SPA LIGHT 12' O.C. PP PIPES. #3 BARS 127 'o�LINE OR FLOOD LINE WHICH
LGRA'!� PER DETAIL#1 & #12. DECKING. 1 OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN,
o . EA. WAY. O.C. EA. WAY. EVER IS GREATER. TILE THE USER ACKNOWLEDGES THAT HE HAS READ &
so Tkrl
SKIMMER UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. t-WATER WATER � - ,, COVER. p -^ , m <: PLUMBING MAY BE LOCATED BOND BEAM PER TABLE N0. 1.
��.. -3 , �._, ar^,.,n,7n, �__ .�_ .;m,wwn.�2n,u : °,rtarnnr'trvnnr•vw,:. .
LINE 24' LINE. \\ IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
CALCS BY: A.J.C.
REINFORCING PER DETAIL #10. 6' LpP (2)#3 BARS \\ '- �; 2 1/2" a
�" MIN. \\ �� 4 ` cs ZCOMPACTED c' MAINTAIN 1' CUR. TO RELIT 3. BARS MAY BE OVER OR
NOT REQUIRED IF 6' MIN. 1 z W CLR. a o-�
CLEAR PROVIDED. 5' MIN. BENDEND �\�� Z FILL XX �= 41 CLR. UNDER VERTICAL BARS.
24' MIN. LAP z �' \ .� w o- DRAWN BY: T.L.L.
a AROUND ALL BEAM : , _
CIRCULATION DRAINS: • INTO SPA FLOOR #3 BARS 1. 5 ` UNDER ��� -J X \ �'�� e 3:n cai PRECAST COPING OR BRICK 8"
PROVIDE (2) ANTI-VORTEX CIRCULATION DRAINS PER PUMP, � OR POOL WALL 0 12 O.0 (2) #3 ,Z' BARS -S� SKIMMER-it . COPPER �� < \�O , 6.�►\N• v �m 'I`'_,�` CHECKED BY: R.L.L.
- - \'P a �`' a - (2) #3 BARS
COVERED WITH APPROVED A.S.M.E. ANTI-ENTRAPMENT GRATES, EA. WAY. GROUND WIRE �� �Lp is FOR U S E ONLY AT
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY L
PLUMBED THROUGH "T" FITTINGS DRAINS SHALL BE DAM WALL 6" DAM _LAP INTO SPA RETNF. SECTION AT SKIMMER L I m w ��•
N.E.C. APPROVED q� _- o BEND 9 Topsail Ci r
SEPARATED BY THREE FEET IN ANY DIMENSION. SEE HORIZ. BAR 12' DAM - LAP INSIDE BARS INTO SPA REIN CONDUIT "' FIXTURE F,o --_ m VERT. STEEL
ELECTRICAL AND PLUMBING NOTE 7. LAP SPLICE LENS ---- Cotu it MA 02635
- LAP OUTSIDE BARS INTO POOL REIN � .� 45'OR 90' �
1. 24" 6' RECESSED ` i E-TILE
POOL MIN. (2) #3 BARS MI . LIGHT. 1 �Py�jio . Ji 2� BOND BEAM PER l�yV
SPA DETAILS MAY BE USED L LAP EACH WAY •. S `� TABLE NO. 1. PLASTER
N.T.S. AROUND NICHE. 3' LAP MIN. S cy
SPA DETAILS - FOR spas wlTHouT Pools. 7
- - CLR PI`'�` 1 ROCK OR BRICK NOTCH
4'-0" MIN. IMPERVIOUS DECK " WOOD POST FROM TODD L.
6' MIN. DEPTH - APPROVED SEALANT - VERT. STEEL ATTACHED PATIO COVER LAC HE N
REQUIRED SLOPE 1/8'-1/4' INSTALL PER MANUFACTURER L t a
#3 O 6' O.C. MAX. DEAD + LIVE LOAD = 2000 Ib. No.a93sa
PER FOOT � NOTES 5'-0' DEEP A: BELOW. ��" OR
DRAIN 0 (2) #3 BARS , - ROCK ON BOND BEAM. I i LEVEL TOP OF BOND BEAM FGtSTE��
0 1. INSTALL NO.$COPPER GROtNO WN1E FROM LIGHT NICHE TO 1 I WITH GROUT& PLACE 15#
_ HORIZONTAL STEEL C P F \
6 a r .7 NOTE: 1 " I; MISS CON OW TO POOL REBAR, OR NON-METALLIC I FELT OR 4 MIL VISQUEEN ON / ESP
'P a `� SATURATION11_ PROVIDE CONTROL JOINTS 3' CLR. M 5" MIN. #3 ONAL
-- o z Pn I TYPICAL TYPICAL CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WiRE BARS O 12' O.C. TYP. :o BOND PER
ELECTRICAL
POST BASE. I TOP OF BOND BEAM.
�' RECOMMENDED WHERE APPROPRIATE BOND PER ELECTRICAL do 1�1
N W o iv- _ N111ERDR W APPROVED POTTING COMPOLND PER THE N.E.0
PRIOR TO II / EXIRJI REBFORgNG 1>D EXTB PLUMBING NOTE 2NOTE- . MASTIC Date:9/14/2020
L J T� y 2 SWYiIG POOL LN>'FIIMNG FIXTURES SHALL COMPLY.WITH
POURING DECK. -, PLAN AT SKIMMER APPLICABLE LNEEINVERS"LABOMMIES FlUM ElEi1TS 3 1 2' MIN. CONC. DECKINGi tt1. 6" REMAINDER OF JOINT IN STYROFOAM ORJ FOR LIGHiMNG FIMRFS U.L STANDARD 67& 24 MIN. EACH SIDE OF RAMP. / r V TILL PLAN VAUD ONLY WITH WET
If % IT FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL STAMP & ENGINEER'S SIGNATURE
NOT TOUCH COPING, BOND BEAM OR CANTILEyER CONCRETE IN RED INK ON PLAN.
FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.
AUTHORIZED SIGNATURES:
EXPANSIVE SOIL DETAILS � 'A"RE No�Mie�r us iAWeLE 1,►�I �REalrs N.T.S. $ SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 FREESTANDING POOL WALL 11 BOND BEAM DETAILS N.T.s. 12 CHRIS BIED EACH, P.E.
SHEET:
pool 1201 N.Tustin Ave.
STANDARD POOL PREPARED IN ACCORDANCE WITH engineering Anaheim,California 92807
s Tp g 9 Fax:(714)630-6114
STRUCTURAL RUCTURAL PLAN 2018 INTERNATIONAL BUILDING CODE
inc. Phone:(714)630-6100 100
www.pooleng.com
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'�� COPYRIGHT 2019, POOL ENGINEERING INC.