HomeMy WebLinkAbout47377-Z ��o�OS�ffUL�y Town of Southold 2/14/2022
a P.O.Box 1179
0
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42791 Date: 2/14/2022
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 755 Lupton Pt Rd., Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.-11-4.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/1/2021 pursuant to which Building Permit No. 47377 dated 1/25/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as-built"accessory in-ground swimming pool fenced to code as applied for
The certificate is issued to Doka,Frank&Paula
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47377 1/31/2022
PLUMBERS CERTIFICATION DATED
Aut r zed i nature
�o�SufflkjtcD ` TOWN OF SOUTHOLD
Gy BUILDING DEPARTMENT
N z TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47377 Date: 1/25/2022
Permission is hereby granted to:
Doka, Frank
755 Luptons Point Rd
Mattituck, NY 11952
To: Legalize as-built in-ground swimming pool at existing single family dwelling as applied
for. Additional certification may be required.
At premises located at:
755 Lupton Pt Rd., Mattituck
SCTM #473889
Sec/Block/Lot# 115.-11-4.1
Pursuant to application dated 11/1/2021 and approved by the Building Inspector.
To expire on 7/27/2023.
Fees:
CO- SWIMMING POOL $50.00
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
Total: $300.00
Building Inspector
OF SO!/T�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 ., aQ sean.deviin(-)town.southold.ny.us
Southold,NY 11971-0959 COU�'�,��\
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Frank Doka
Address: 755 Lupton Pt Rd City:Mattituck St: NY zip: 11952
Building Permit#: 47377 section: 11 Block: 4 Lot: 1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st Floor Pool X
New Renovation 2nd Floor Spa X
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures Pump 2
Other Equipment: Pentair Intellitouch Pool/Spa Panel 10 Circuit/ 10 Used, Heater 215GF1,
(2) Pumps 220GFI, Hayward Aqua Solar, Lights 115GF1, Blower Motor
Notes: Pool and Spa
Inspector Signature: �--` Date: January 31, 2022
S.Devlin-Cert Electrical Compliance Form
OLD
SOF so
TOWN OF SOUTHOLD BUILDING DEPT.
coua v 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
9,C4
DATE lit INSPECTOR
SOUTyo� 97 -377 75
# # -.TOWN OF SOUTHOLD BUILDING EPT..
couto 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ` ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
f ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
ti ✓ 1 �
REMARKS.. -s T
i
. DATE INSPECTOR
FIELD.INSPI; I'IQ Y:`REP RT. DATE Cb NTS
FOUNDATION`.(iSTCOD
y
.FOUNDATION(2ND)'
ROUGH FRAiYIING& .
PLUMBW..G
• 1
INSULATIQN p R INX. y.
'STATE ENTRGY`CODE '
FINAL
' ADD T."I,ONAL C( 21VI NTS Qv
(17,11
G
z
:
H.
OguFFOlK �K TOWN OF SOUTHOLD—BUILDING DEPARTMENT
W Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone (631)765-1802 Fax(631)765-9502 https://www.southoldigwnny.gov
Date Received
APPLICATION FOR BI IT
For Office Use Only D E Vu(C
PERMIT NO. Building Inspector:
NOV 0 12021
Appl cations`and forms mu",Vfie fili6d out 4n their entirety'incomplete} tip, BUILDING DEPT
applications wilhnot be accepted plica
Where the Apnt�s not the owner,an i TOWN OF SOUTHOLD
Owner's AuthOrl L01.10 form(Page 2)shall be completed r
Date: lop So- 21
OWNER(S)vOF PROPERTkY ;,s> K 3 t s z= �t
Name. � .._..._..., SCTM#
Project Address: Z
Phone# ,..✓�-,. .m-.t�, 3:_...1.J Email n.
D VA#2, AVULU..Co,./k---
Mailing Address:
CONTACT.PERSON
Name:
Mailing Address:
Phone#: ` Li Email:
DESIGN PROFESSIONAL INFORMATION
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION
Name: 4., 4. RzoIwrS'
Mailing Address: .
Phone#• Email
_ .,.......Cv3 �$ ...... ._ .�5:t. ....., . am p.x-t.er_it a
DESCRIPTION OF°PROPOSEDCONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition ~Estimated Cost of Project:
❑Other pd0 — $ 15'Q7z>
Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? BYes 0 N
�isting use of property: _ Intended use of property2 .61 19ewn
done or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
�heClg:��➢{'Aff$eY EBeadQQ�g ;7he owner/contractor/design profb"i6ilai is responsible for'all:dramage and storm water isaues as provided by
apter 236of the Town Lode.;APPLICATION IS HEREBY MADE to the euddmg Department far the rssuarice of a Bwldmg Penmt pursuantto the Building Zone
rrlinance of the Town of Southold Suffolk,County,New York and,other applicable Laws,Orduarices or Regulations for tfie coristruition of bu►Idmgs,'
RdM94;alteratwns'or for removal or demolition as herein described The applicantagrees to omply with all applicable laws,ordinances"b '[dii
ode,
using code and regulatwns and to admit authoaed inspectors oo:'premises,and m bwldmgls)'for necessary inspections False statements made herein are '
un1shafile"as a Class A misdemeanor pursuant to;Sechon 21045 of°the New;Yor''State Penal Laver
i
1pplication Submitted By t e): f fW JV, I)cV.Pt ❑Authorized Agent Mwner
jignature of Applicant: Date
ITE OF NEW YORK)
SS_ II//
UNTY OF SCS 1
RZAtilx- Do W41- ` being duly sworn,deposes and says that(s)he is the applicant
Ime of individual signing contract)above named,
he is the lite(�
(Contractor,Agent,Corporate Officer, etc.)
said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
blication;that all statements contained in this application are true to the best of his/her knowledge and belief;and
It the work will be performed in the manner set forth in the application file therewith.
�orn before me this
5�'
day of !V oy' e bcr .202-1 aw o-( Zm_kA_
tary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
PROPEVY OWNER AU7MOROZAMON NO.01DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2AaP,
residing at
do hereby authorize to apply on
behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
` 2
I
�pF SOAP
John M.Bredemeyer III,President O� /y®l Town Hall Annex
Michael J.Domino,Vice-President 54375 Route 25
Glenn Goldsmith P.O.Box 1179
A.Nicholas Krupski ® Q Southold,New York 11971
Telephone(631)765-1892
Charles J.Sanders ��`,OU Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
July 20, 2016
Carolyn Ameen
Deneal Forbes
.755 Lupton Point Road
Mattituck, NY 11952
RE: 755 LUPTON POINT ROAD, MATTITUCK
'SCTM#: 1'000-115-11-4.1
Dear Ms. Ameen and Mr. Forbes:
The Southold Town Board of Trustees reviewed the survey prepared by Peconic
Surveyors, P.C. last dated February 25, 2014, and determined that the proposed
swimming pool and garage are out of the Wetland jurisdiction,under Chapter 275 of the
Town Wetland Code and Chapter 111 of the Town.Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no construction, sedimentation, or disturbance of any
kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional
boundary or seaward of the coastal erosion hazard area as indicated above, or within
100' landward from the top of the bluff, without further authorization from the Southold
Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town
Code. It is your responsibility to ensure that all necessary precautions are taken to
prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which
may result from your project. Such precautions may include maintaining adequate work
area between the tidal wetland jurisdictional boundary and .the coastal erosion hazard
area and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
In
erely,
M. B demeyer, III, President
Board of Trustees
JMB:dd
-1U 1 L V
40,6Ll�
-46hn M.Bredemeyer III,President ��a SoUjyo Town Hall Annex
Michael J.Domino,Vice-President �O 1p 54375 Route 25
P.O.. Box 1179
Glenn Goldsmith Southold, New York 11971
A.Nicholas Krupski G Q
Telephone(631) 765-1892
Charles J.Sanders 'O Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
J
CERTIFICATE OF COMPLIANCE
# 1301C Date: November 14, 2016
TRIS CERTIFIES that the construction of an 8'x38' second-story deck above an existing
first floor deck; construct a 10'x12' first floor addition,5'x7' steps,and a 6'k44' two-story addition onto
existing dwelling; construct an 18'x35'pool with pool equipment area on landward side of dwelling;
consttuct,a 25-'x28'.g-�.rage; and install Mutters to leaders to.drywells to contain roof runoff, with-the
- . condition to establish and subsequently maintain a 20' wide landscaped buffer landward:of wetland
boundsr�+; and the addition of a drywell on seaward side of house connected to gutters Anel leaders;
At 755 Lupton Point Road,Mattituck
Suffolk County Tax Map#1000415-11-4.1
Conforms_ to the application for it Trustees Permit heretofore filed in this
office Dated August 23,2013'pursuant to..which Trustees Wetland Permit#8372
Dated February 19,20.16,was issued and conforms to all of the
requirements and conditions of the.applicable provisions of law. The project
for which this certificate is being issued is for the construction of an 8'x38' second-story deck above an
existing first floor deck;construct a 10'x12' first floor addition 5'x7' steps,and a 6'x44' two-story
addition onto existing dwelling, construct an 18'x35' pool with pool equipment area on landward side of
dwelling,• construct a 25'x28' garage; and'install gutters to leaders to drvwells to contain roof runoff;with
the condition to establish and subsequently maintain a 20' wide landscaped buffer landward of wetland
boundary and the addition of a drywell on seaward side of house connected to go—utters and leaders.
The certificate is issued to CAROLYN R.AIYIEEN owner of the
aforesaid property.
Authorized Signature
DD
JAN 19 2017
BUILDING DEPT.
TOWN-6F SO OLD
/f
r - -
.y
Town Hall Annex ] Telephone(631)765-1802 {:-
54375 Main Road paxG rouP.O.Box 1179 rogerrichertWoU
nV.us
Southold,NY 11971-0959_
QUNi`I,��
BUILDING DEFARIIENT i
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
I
Company Name: -- '
IName-
LI cens
No.:
,
Address: O C� Gtrn1R Zct• 50cmg d
i
Phone No:: _ Z E
JOBSITE'(NFORMATION: .(*Indicates required information)
*Name:
*Address: 7 S-6 ..1_V. `1 o . 117-Tl l t N HsL
*Cross Street..
IYl ig V-01-1
*Phone Na_: k-
Permit No;:: i.
TaxMai•District: 1000 SGmlon: Block:_ Lot: r
*BRIEF TION OF WORK(Please Print Clearly)
®alpZa — I
(Please Circle All That Apply)
1s job ready for inspection: YE Rough In Final
*Do•you need a Temp Certificate: YES! NO
Temp Information(if needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other � 0I -
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
C
Additional Information: PAYMENT DUE WITH APPLICATION \0Q
Al
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PERMIT# Address:- !�
Switches
f�Outlets
GFI's
Surface
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UC Lts
Fans Fridge
Exhaust Oven W/D
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CarboniMicroeiierator
Codkto. Transfer'°
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ps' Have': Used
Special: . .
Comments:
1
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PREPAREDBY LICENSED LAND SURVEYOR
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yy, , AREA; 22,5T0 SQ.FT. 1230 TRAVELER STREET SOUTHOLD!NY 11971
!
LOTAREA COVERED.' 3,646 SQ.FT TEL:01)765 020,FAX.•(631)765.179T
LOT AREA %COVERED.• 16.1% DATED.'NOV-21,2013
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4 43,5' 530:. .
I' owELunacoNTVEdt¢o PALS BROWN FINE TO COARSE SAND(SP)
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RIGHT OF WAY N� \ \..` (7�fQ Q,s REFN0.:R70419-0721
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LOWPROFRECHAMLEUMOSYSTEM + \o ,' io---- -.0ryz` ASINGLEFAMILY RESIDENCE AND
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S:C.T.M.:DIST.1006,SEC.115 ELK.11 LOT.4.1
5,Ptars are prepared by Condon Engineering; Sao:"1•-.
Ro' Condon Engineering P.C. DOKARESIDEN.CE
Law.Article 145,Section 7209,for Day person unless acting under the.diredion Ola kensed /y) mEiarAVOarr �._ 0 T
ProfessbnalEngmeer,Archheu,orLandSurveyor,toaheranitemIn w If an `�78•SO �_— R0� - 755 LUPTONS POINT ROAD
Y any •!6 FO WAY Drawn JJC 1755 Sigs6ee Road,
theSealolenEnginee?,Archited,OrLirdSurvey"altered.OwaltedngEngineer,Archilkor ^-��s ��LUpTONERtGNTOF �' Maldtuck,NewYork47957 MATTITUCK,NY
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9114102DM r-- www.condonanginiedng.com SANITARY AS-BUILT
OCCUPANCY OR
APPROVED AS NOTED USE IS UNLAWFUL
DATE: B.P WITHOUT CERTIFICATE
FEE: 5BYc` OF OCCUPANCY
NOTIFY °BUILDING IDEPARVE AT
765-1802'..%.8 AM TO 4 PM FOR=TWE
.FOLLOWING IN.SpECTIONS,:' ;
1. FOUNDATION�0 RIRED
FOR POURED.;CONCRET�
2. ROUGH FRAMING' & PLUMBING COf�PLY WITH ALL CODES OF,
3. INSULATIONMEW YORKSTATE & TOWN CODES,
4. FINAL' - 'CONSTRUCTION MUST AS REQUFRE® 1ND CONDITIONS OF'
BE COMPLETE FOR C.q-
ALL CONSTRUCTION SHALL MEET THE SOUTHOIb TOWN Z9A
REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNINGSOARD
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR ,CONSTRUCTION ERR05S. D'� SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC
Additional
Certification RETAIN STORM WATER RUNOFF
May Be Required. PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
"IMMEDIATELY" �„�,
..`.�EN�LOSE POOL TO CODE , uw.
OJPON COMPLETION
`BEFORE"WATER
BUILDBLOCK IN-GROUND SWIMMING POOL ENGINEERING
OPTIONAL POOL CAP WITH DEC 1 5 2021
ALTERNATING #3 ROM, (IF
USED, 3" 90' BEND ON ° o TAPER—TOP BLOCK W/
VERTICAL REBAR MAY BE 2—#5 CONI. OR CUi OUT
ELIMINATED) p►; TOP BLOCK FOR TAPER TOWN OF SOLIT}iOL®
3" 90' BEND ON VERTICAL �.-
REBAR IS OPTIONAL IF POOL
CAP WITH REBAR IS USED
SEE TABLE #1 OR #3 ON y : ' " CORE BUILDBLOCK WALL
SHEET PE1 OR PE3 FOR
REQUIRED VERTICAL WALL
REINFORCING
FOOTING DOWEL—SAME p ►
SIZE & SPACING AS
VERTICAL WALL REBAR WATERPROOF MEMBRANE
4"0 DRAIN TILE SLOPED
HORIZONTAL REINFORCEMENT TO SUMP PIT IN 12"
#4 ® 16" O.C. (TYP) OF GRAVEL COVERED
• > WITH FILTER PAPER
6x6x1.4/1.4 WWM 2" p °
BELOW SURFACE OR $ p,
#3 0 12" EACH WAY ► ►' NOTE:
AT MIDDLE OF SLAB WHERE HIGH GROUND WATER
► e m °- IS POSSIBLE, APPLY THIS
6"THICK POOL S O 6 a DETAIL TO ALL POOL WALLS
N.
01.
TYPICAL WALL DRAINAGE &
o ':. . • ► . ��' a)WATER-PROOFING DETAIL
i .° ► p • - e..: pSCALE: 1" = 1'-0"
EPS INSULATION " p .. p• ' ►-• ► ► /
(IF APPLICABLE)
LEAVE ROUGH & CLEAN TO .
SURFACE OF WALL FOOTING V-g• NGTTUDINAL (LONG.) REBARS
PRIOR TO POURING POOL STEEL HOOK
BOTTOM SLAB TO ENSURE TRANSVERSE (TRANS.) REBARS
EFFECTIVE BOND SEE TABLE #2 OR #4 ON SHEET PE1 OR
#3 STIRRUP AT SAME PE3 FOR FOOTING SIZE & REINFORCING
SPACING AS FOOTING
TRANSVERSE REINFORCING
COMPACTED GRANULAR FILL
(OPTIONAL UNDER FOOTING Err ICF POOL
IF NEEDED TO MOVE GROUND HEIGHT S 4'-0"
WATER UNDER SLAB TO
OUTSIDE FRENCH DRAIN) GALE: 1" = 1r-0"
1
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6"BUILDBLOCK IN GROUND SWIMMING POOL DETAIL 4 FEET
D OR LESS
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B U I L D I N G S Y S T E M S
NOTES
PE4A
CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL
:405-840-3386 1 TOLL FREE 866.222-2575 1 FAX:831-597-0792
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LOCI( NG POOL04GINEERING MANUAL PAGE 8 Revised 09.2017
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{n ` STRIP FOOTING AND REINFORCEMENT AS SPECIFIED SLAB REINFORCEMENT
DRAINAGE TILE WELDED WIRE MESH OR LONGITUDINAL AND TRANSVERSE REBAR
x,
HORIZONTAL&VERTICAL WALL REINFORCEMENT AS SPECIFIED
BUILDBLOCK ABOVE GROUND SWIMMING POOL ENGINEERING
8" ICF WALLS
TABLE 11 MINIMUM VERTICAL WALL REINFORCING FOR ABOVE GROUND
8" ICF FLAT PANEL SWIMMING POOL WALLS'
MAX,WALL EARTHQUAKE ZONE
HEIGHT(Fl:) LOW 4.1G MODERATE>0.IG<0.35G HIGH>0.35G
Vertical Rebar at Center of ICF Wall
31-0" #4@16";#5@24" #4@16";#5@24" Not Recommeded
41-0" #4@16 #5@24" #4@16";#5@24" Not Recommeded
51-0" #4@16";#5@24" #4@12";#5@16" Not Recommeded
6'-0" #4@12";#5@16" #4@8";#5@12" Not Recommeded
7'-011 #4@8";#5@12" #4@6";#5@12" Not Recommeded
8'-0" #5@12";#4@8" #6@9";#7@12" Not Recommeded
91-0" #5@8";#6@12" #6@6";#7@8" Not Recommeded
•I See notes regarding Seismic/Earthquake Value
TABLE 12 MINIMUM FOOTING SIZE & REINFORCEMENT FOR ABOVE GROUND
8" ICF SWIMMING POOL WALLS
30 PCF 45 PCF 60 PCF
MAX.WALL FOOTING WIDTH FOOTING WIDTH FOOTING WIDTH
HEIGHT(FT.) &THICKNESS(INCH) &THICKNESS(INCH) &THICKNESS(INCH)
REINFORCING REINFORCING REINFORCING
(TRANSV&LONGM) (fRANSV&LONGrr.) MMSV&LONGIT.)
3'-0" W=24";T=10"/ W=30";T=10"/ Not Recommeded
#5@24"Transv&3451.ong. #5@244"Transv&445Long.
4'-0" W=30";T=10"/ W=36";T=10"/ Not Recommeded
#5@24"Transv&4-#SLong. #5@24"Transv&4-#5Long.
5'-011 W=36';T=10"/ W=36';T=10"/
#5@24"Transv&445Long. #4@12"Transv&445Long. Not Recommeded
6'-0" W=36";T=10"/ W=42";T=12"/ Not Recommeded
#5@16"Transv&4451.ong. #5@12"Transv&5451.ong.
71-011 W=42";T=10"/ W=48";T=12" / Not Recommeded
#5@12"Transv&5451.ong. #5@12";Transv&5451.ong.
81-01,
W=48';T=12"/ W=54";T=12"/
#5@12";Transv&545Long. #5@9"Transv&645Long. Not Recommeded
9'-0" W=54";T=12"/ W=60";T=12"% Not Recommeded
#5@8"Transv&645Long. #5@6";Transv&7451.ong.
1 See notes regarding Seismic/Earthquake Values
All fooling designs are based upon a Minimum Soil load Bearing Capacity of 2,000 psf.
NOTES FOR ABOVE GRADE SWIMMING POOL VUUS 5. Horizontal reinforcing in the pool wall is to be#4@16'at the center of the wall
1. Determine appropriate above grade wall reinforcement table: 6. Select reinforcing for the footing from Table 12.
•Table 1-In Ground Pool-8'thick walls 7. Using the Seismic Maps from ASGEXI0,Chapter 22 locate the proposed pool site on the map
and read the Ss value on the closest contour line(if near 2 lines,use the highest value).Figure
2. Determine the Ss seismic factor to determine whether this will be"Low',"Moderate"or'High' 2201 Ss Risk-Adjusted Maximum Considered Earthquake(MCEr)Ground Motion Parameter
seismic values.Consult with a Professional Structural Engineer or Seismologist for help in for the Conterminous United States for 0:2s Spectral Response Acceleration(5%of Critical
delerrdni,g these.values Damping),Site Class B.
3. Determinethe Maximum Pool wall height.See Detail PE 12 for Above Ground Pool Layout and 8. For Partial In-Ground Swimming Pools where at least 5'-0"of the pool walls are below grade,
location-of reinforcement an above-grade wall may extend up to 4'-0'above grade using the same vertical wall
A. Vertical reinforcing in ICF wall is assumed to be placed at the center of the wall reinforcing as the below grade wall system.(The vertical wall reinforcing should be at least
#4@16"or#5@24"on center for Low or Moderate Earthquake Zones)
sppttrrlrr,� .
7 R �.,, ® 8"BUILDBLOCK ABOVE GROUND SWIMMING POOL VERTICAL
D WALL&FOOTING MINIMUM REINFORCEMENT
* Ma94 D U!IdM�0 DATE/REV 04-03-17 SCALE NTS DML SHEEP
z BUILDING SYSTEMS
Non:s
CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL
BIALDBLOCK COM
9 r r�r lits OfT 405-840 3386 I TOLL FREE 866.222-2575(FAX 831-597-0792 APPLICABLE LOCAL AND NATIONAL CODES.ALL DRAWINGS PE1 I
`[ ARE SUBJECT TO CHANGE VMOUT NOTICE.
—BUILDBLOQLSWIMMINGPOOLENGINEFRING MANUAL__-.____::-,-__.�._.....__-. pACsE�7___ _..._: _a .r Revised 09-2017-
02017 ALL RIGHTS RESERVED
ABOVE_GRADE--B.UILDBLOCK_ICF-.*$ IM�111ING: F
` POOL-ENGINEERING TABLES
6" ICF WALLS
' TABLE 9 MINIMUM VERTICAL WALL REINFORCING FOR ABOVE GROUND
6" SWIMMING POOL WALLS'
MAIL WALL EARTHQUAKE ZONE
HEIGHT(FL) LOW<0,1G MODERATE>0.1G<0.35G I HIGH>0.35G
Vertical Rebar at Center of ICF Wall
3'-0" #4@16";#5@24" #4@16";#5@24" Not Recommended
4'-0" #4@12";#5024" #4@8";#5@12" Not Recommended
5'-0" #4@8";#5@16" #4@6";#5@12" Not Recommended
6'-0" #4@6";#5@12" 5@6";#6@9" Not Recommended
7'-0" #5@8";#6@12" Not Recommended Not Recommended
81-0" Not Recommended Not Recommended Not Recommended
9'-0" Not Recommended Not Recommended Not Recommended
1 See notes regarding Seismic/Earthquake Values
TABLE 10 MINIMUM FOOTING SIZE & REINFORCEMENT FOR ABOVE GROUND
6" ICF SWIMMING POOL WALLS
30 PCF 45 PCF 60 PCF
FOOTING WIDTH FOOTING WIDTH. FOOTING WIDTH
MAX.WALL HEIGHT(Fr.) FOOTING
THICKNESS(INCH) &THICKNESS(INCH) &THICKNESS(INCH)
REINFORCING REINFORCING REINFORCING
(TRANSV&LONGIT.) MMSV&LONGIT.) (TRANSV&LONGIT.)
3'-0" W=24";T=10"/ W=30";T=10"/ Not Recommeded
#5@24"Transv&3-hong. #5@24"Transv&445Long.
4'-0" W=30";T=10"/ W=36";T=10"/ Not Recommeded
#5@24"Transv&4451.ong. #5@24"Transv&4-#SLong.
5'-0" W=36";T=10"/ W=36";T=10"/ Not Recommeded
#5@24"Transv&4-hong. #4@12"Transv&4451-ong.
6'-0" W=36";T=10"/ W=42";T=12"/ Not Recommeded
#5@16"Transv&4451,ong. #5@12"Transv&5-#SLong.
70" W=42";T=10"/ W=48";T=12"/ Not Recommeded
#5@12"Transv&545Long. #5@12";Transv&5-#5Long.
8'-0" W=48";T=12"/ W=54";T=12"/' Not Recommeded
#5@12";Transv&545Long. #5@9"Transv&6-#5Long.
9'-0 W=54";T=12"/ W=60";T=12"/ Not Recommeded
#5@8"Transv&6-#5Long. #5@6';Transv&7451,ong.
1 See notes regarding Seismic/Earthquake Values
All footing designs are based upon a Minimum Soil Load Bearing Capacity of 2,000 psf.
NOTES FOR ABOVE GRADE SWING POOL TABLES 6. Select reinforcing for the footing from Table 10.
1. Determine appropriate above grade wall reinforcement table: 7., Using the Seismic Maps from ASCE7-10,Chapter 22 locate the proposed pod site on the map
•Table 9-Above Ground Pool-6'thick walls and read the Ss value on the closest contour line(if near 2 lines,use the highest value).Figure
2. Determine the Ss seismic factor to determine whether this will be'Low','Moderate'or"High' 2201 Ss Risk-Adjusted Maximum Considered Earthquake(MCEJ Ground Motion Parameter
seismic values.Consult with a Professional Structural Engineer or Seismologist for help in for the Conterminous United States for 0.2s Spectral Response Acceleration 15%of Critical
determining these values Damping),Site Class B.
3. Determine the Maximum Pool wall height.See Detail PEI for Typical Above Ground Pool 8. For Partial In-Ground Swimming Pools where at least 5'-0"of the pool walls are below grade,an
Layout and location of reinforcement above-grade wall may extend up to 4'-0'above grade using the some vertical wall reinforcing
4. Vertical reinforcing in ICF wall is assumed to be laced at the center of the wall as the below grade wall system.(The vertical wall reinforcing should be at least#4@16'or
g P #5@24'on center for Low or Moderate Earthquake Zones)
5. Horizontal reinforcing in the pod wall is to be#4@16'at the center of the wall
6"BUILDBLOCK ABOVE GROUND SWIMMING POOL VERTICAL
Sj% D BuildflRWALL�( &FOOTING MINIMUM REINFORCEMENT
eda ,� J
T B U I L D I N G S Y S T E M S DATE/REV 04-03-17 SCALE MS DEMSHEET
NOTES
�'••q, ..�1�•••,, CONSI'RUC ION SMALL BE IN ACCORDANCE WITH ALL PE9_
OFFICE 405-8463386 1 TOLL FREE 866-221-2575 1 FAX:831-597-0792 APPLICABLE LOCAL AND NATIONAL CODES.ALL DRAWINGS
BuildBbrk.com ARE SUBJECT TO CHANGE WITHOUT NOTICE
BUILDUM SWIMMWG FOOL ENGINEERING MANUAL PAGE 15 Revised 09.2017
C 2017 ALL RIGHTS RESERVED