HomeMy WebLinkAbout46911-Z 1
0190 Town of Southold 1/8/2022
a Gym P.O.Box 1179
0
C' x 53095 Main Rd
G4,jolap� i Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42664 Date: 1/8/2022
THIS CERTIFIES that the building ACCESSORY
Location of Property: 2055 Albertson Ln., Greenport
SCTM#: 473889 Sec/Block/Lot: 52.-5-55
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/26/2019 pursuant to which Building Permit No. 46911 dated 10/1/2021
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:
accessory non-habitable, non-sleeping garage/poolhouse as applied for.
The certificate is issued to Manos,Arlene
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46911 3/17/2021
PLUMBERS CERTIFICATION DATED
0
ze Si nature
sUFFotx TOWN OF SOUTHOLD
BUILDING DEPARTMENT
52, TOWN CLERIC'S OFFICE
wo • ;S
SOUTHOLD, NY
0
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#: 43941 Date: 7/9/201.9
Permission is hereby granted to:
Manos, Arlene
200 Central Park S
New York, NY 10019
To: construct a non-habitable garage/poolhouse as applied for per SCHD approval.
At premises located at:
2055 Albertson Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 52.-5-55
Pursuant to application dated 6/26/2019 and approved by the Building Inspector.
To expire on 177/2021.
Fees:
ACCESSORY $484.00
CO -ACCESSORY BUILDING $50.00
Total: $534.00
Building Inspector
roSUFFoc c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o� 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 #: 46911 Date: 10/1/2021
Permission is hereby granted to:
Manos, Arlene
200 Central Park S
New York, NY 10019
To: Construct a non-habitable garage/poolhouse as applied for per SCHD approval.
Replaces BP#43941
At premises located at:
2055 Albertson Ln., Greenport
SCTM #473889
Sec/Block/Lot# 52.-5-55
Pursuant to application dated 10/1/2021 and approved by the Building Inspector.
To expire on 4/2/2023.
Fees:
PERMIT RENEWAL $267.00
Total: $267.00
B di ng Inspector
O�*rif SOUry�l
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us
Southold,NY 11971-0959 �O
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Arlene Manos
Address: 2055 Albertson Ln city.Greenport st: NY zip: 11944
Building Permit#: i fog 1) 4,941 Section: 52 Block: 5 Lot: 55
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 4 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 90A 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
Other Equipment: LED Strip Lights- (16'), (2) Garage Door Motors
Notes: Garage w/ Finished Room
Inspector Signature:
Date: March 17, 2021
S.Devlin-Cert Electrical Compliance Form.xls
Town Hall Annex ` �� Telephone(631)765-1802
1. m.• l -_1_r i.
54375 Main Road � a` _ _ `� Fax(631)765-9502
P. O. Box 1179 tt
Southold, NY 11971-0959
._ IX.4�.
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 2e, I 12
Owner: 4g le- H4N 4,S
Location of Property: 20 jA'a--gxeJ L 1Je
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
---� Roof framing (R) F.100
Floor and roof framing (FR)
Signature: '/
Name (person submitting this form): H 4� K
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
Form No-6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: gs,property lines,streets,and unusual natural or
1. Final survey of property with accurate location of all buildin ro rty
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
Old or Pre-existing Building: (check one)
New Construction:
Location of Property: Street Hamlet�
House No. ,/�Owner or Owners of Property: K.t ���� HarAo�-5�
Suffolk County Tax Map No 1000,Section 5
Block_ �� Lot _
Subdivision
Filed Map. Lot:
%
Date of Permit. Applicant:
Permit No.
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate
Final Certificate: _ (che k one)
Fee Submitted:$ C
Applicant Signature
nova
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BUILDING DEP,4RTMENT- Electrical Inspector
TOWN OF SOUTHOLD
tIG} ( ` Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
ny. �_sea nd�aLsoutholdtownny.gov
inti.
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date-
Company Name: g S 6 L�'c�-I fq C=
Name: C 2 rLi C t-Lo
License No.: 6-7 '--1 email: Co S 16 ,Y1 C0 40(- Grp
Address: (gyp S o U-r-tt o Lp
Phone No.: :5-1 C,, &VS S-&1C.
JOS SITE INFORMATION (All Information Required)
Name: /'171A n/D S
Address: o SS rq-L-�3�2Ts flnJ G4��' c.J pd
Cross Street:
Phone No.:
Bldg.Permit qql email:
G
Tax Map District: 1000 Section: Block: 5 Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs `
o�a�F SOUI'f'o Wct Ll 575 A-'^J119-e—f-:,S�OAI l k
# * TOWN OF SOUTHOLD BUILDING DEPT.
`�courmeF'' 765-1802
IN PECT10H
[ ] FOUNDATION 1ST [ ] -ROUGH PL13G.
[ ] FOUNDATION 2ND ' ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE INSPECTOR .
oF souryolo
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
x. INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND w •[ ] SULATION/CAULKING Q
[ ] FRAMING /STRAPPING [ FINAL,4la . GfW Q4fi
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:. t tAkno
1
,o✓
DATER W . INSPECTOR IV F LZ .007A
q` rjf SO(/TyO
ti� �o
Y „ = # TOWN OF SOUTHOLD BUILDING DEPT.
couto, 765-1802
INSPECTION ,
. [ FOUNDATION 1ST • [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [-"] FIRE SAFETY INSPECTION
[ -] "FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
l%)
o
DATE INSPECTOR
{
.amu
32
JG 1
Repaired Door Space
adjacent to Garage
Repaired Door
Space adjacent to
Garage
FIELD INSPECTION REPORT 'AT COMMENTS
FOUNDATION (1ST)
'FOUNDATION (2ND) i
� � rn
ROUGH FRAMING&
PLUMBING y
• i y Y
INSULATION PER N.Y H
STATE ENERGY CODE
uhhf
FINAL
ADDl'I'IONAL COMMENTS
�.
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-��- o � s• ffc� � i re bS \;
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 L&I l 4 sets of Building Plans
TEL: 631 765-1802
TEL: (631) Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined '20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
C � Contact: �J'/
Approved 20 Mail to:--r-1 4r V�— ,�CHwv rz—
Disapproved a/c
Phone: .7 T2f
Expira o 120 }�
JUN 2 6 2019
Building Inspector
UILDd D E PT:
' APPLICATION FOR BUILDING PERMIT
TOWN OF SOUTHOutL.� F�
Date C/ �4 , 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agen archite , engineer, general contractor, electrician,plumber or builder
Name of owner of premises � cu
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Loc tion of land on which ro osed work will be done:
`�o S5- A L -1�TSa� L�t�I� � i2�'��I Pa f2 �
House Number Street Hamlet
County Tax Map No. 1000 Section57" Block 0 , Lot 155
ti
Subdivision Filed Map No. Lot
2. State existing use and occupancy of pre ' e and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy POOL,
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, coom�meercialloor�miixe/dd occu ancy, specify nature and extent of each type of use.
7. Dimensions gexis mg"str ctures, i any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number oflSt ies
((�� N
9. Size of lot: ^ront re- Rel U pth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated K YO
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO_K
14.Names of Owner of premises HA P405Address Phone No.11 76 95 U&5.5
Name of Architect 14 4JA f2 T y Address Phone No /,313 7 9' Z
Name of Contractor J01M 1194A 05 Address Phone No. 0,413>L /a
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE�.EQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO—/K
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF S&"Pvty K
C J�14 l��o le � being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the 1
(Contractor,Age A t,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tp before me this
day of 20_n_
TRACEY L. DWYER
STATE OF NEW YORK
Notary PublicoNO.01 DW6306900 Signature of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30.2
Scot A. Russell ,��° � STD IRIWWATE]E,
SUPERVISOR ',
l��A\I�AtG�IEI��I[1E1�'7�
SOUT HOLD TOWN HALL-P.O.Box 1179 p
Z
53095 Main Road-SOUT HOLD,NEW YORK 11972 '1 r WYl o Sou th o ll.L
CHAPTER 236 - STORMWATER GEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
. DOES THIS PROJECr INVOLVE ANY OF THE F)LLOWING
(CHECK ALL.THAT APPLY)
YeS O -
A. Clearing, grubbing, grading or-stripping of Iand which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material :
within any parcel or any contiguous area.
QrC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑['D. Site preparationwithin100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
- on-FIRM-Map -of'any-wa-t-ercourrse:- _ .
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 238 does not apply to your project
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Pian
and a completed Cheek List Form to the Building Department with your Building Permit neApplication.
'_
APPLICANT. (Property Owr Design ccfessionaf Agent,Contractor,OtterS.C.T.M- 1000 Daces
) t6,rri
NAME 14 5& v✓ .G� or, Z� I /
Section Block Lot
FOR—BUILD;NG DEPART`TENT USE E O-INLY
Contact Informatiolr
_ Reviewed By.
Date-
Property
ate_Pro rtAddress/Location of Construction Work= — — — -=- — — — — — —
h Approved-for processing Budding Permit.
v 110 �`7 Stormwater Management Control Plan Not Required.
EJStormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
APPLICANT: S.C.T.M. * 1000 �j,�
(Property Owner,resign Professional,Adept,Contractor,other) �••�.�. — O Q,t• CHAPTER 236
5?- 05 5,5Stormwater Management Control Plan CHECK LIST
NAME: Lk/ ZSectlon Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
rte=v�s
(� Date: 3 �k The applicant must provide a Complete Explanation and/or Reason for not providing
�3 � �6✓ 0 �j ' I � all information that has been Required by the following Checklist!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYE NO if You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper.
a. Location& Description of Property Boundaries
b. Total Site Acreage. F7
c Existing -Natural & Man Made Features within 500 L.F.
-of the Site Boundary as required by §236-17(C){2). FROSION &SEDIMENT CONTROLS
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Sball include bLA not be limited to:
e. Limits of Clearing& Area of Proposed Land Disturbance. C.4. ,Axeiimnintnineonstruction Entrance,
f. Existing & Proposed Contours of the Site (Minimum z Intervals) stabilizationqirp Backed silt Fenring- &
g. Location of all existing& proposed structures, roads, Seeding of expocgd and�nr inactive soils.
driveways,sidewalks, drainage improvements & utilities.
h. Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
1. Location of proposed Swimming Pool and discharge ring.
j. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging'Area(s).
1. Location of proposed concrete washout area(s). TOS EAgincierin a,
M. Location of all proposed erosion&sediment control measures. ,
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate that the dmimage has bem, installed to eudw.
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls,
b. Construction Entrance& Site Access. _711JuL 2 20119
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0716
d: Leaching Structures (e. .infiltration basins,swales,etc.) -76
FOR ENGINEERING ARTMENT USE ONLY
Additional Information is Required.
Reviewed & 1 Stormwater Management Control Plan is'Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — —
I ,01 '4.� Stormwater Management Control Plan is Complete.
Date: Z7 r ! M
SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
REVISIONS:
N/O/F
DEAN AND LOUISE YAXA
1 IG
HAY BALE OR SILT FENCING
LIMITS OF CLEARING TO W 11 1
NO MORE THAN 20'FROM
PROPOSED WORK AS III
INDICATED ON SITE PUN
5 5
1 \ N 88 004 100 11 NO WELL/SANITARY SYSTEM W/I 150' OF PROPERTY
\
� 6
\ \
71
8 228.0'
\ 931 .40'
\ \ \ EL. EL:' LL_ -ELl 1 O \ \
II n.ol TOP OF WALL: EL. 12.0' ..... .. i,.EL.
\ \ p� \ \ \ \ \8.\0 9.0 IO.Ct 12.a
4% 112.0 \11 0
L \\ \ ��0� \` \ \ \ \ \ i i \N \ �O\O
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Do \ 150 1 ol�
EL i 1 TOP SOIL 1
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DRYWELL/, 1 DRYWELL \ { 1 �� _�L
v`Q \ \ O 5 i I / _ n i , EL. \ 1 I BETTY&CURT MEYHOEFFER
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,"____1.._... _... \ 152.2 1
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..... ........... ..... .....�... .............................. ......\.... I •D' N. \
CAO o T \ Ilt w
\ OV`�� QUO 'CONCRETL\I \ \ P ^ \ iL.
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^, /n , \ Q C I I I I / ( PATIO 2 STY.FRAMED C \ 1 0 10
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16 1 L
\ \ \ \ 1 I _ . 1 I \1 i /� \\ 232 5 GE'SQOO ►�•+ w
s I COPING: \ FF:EL 12.5
\ \ I \ \ I �. , CONCR 0
EL 12.s a I I \ F� E i--�
/ SHOUT/ 150 12A /11, 1 w
......i.................. . ..... !.. .......•••-.....•••• =• / o \ �\ / \
•'SCJ40CMAItIBER(FLOODWATERFLO""THRUI -y
\ II ,.... �.; ..... .....1...........................A....................... �LS. 1� _ \ \ I 00 V1
NO WELL/SANITA.RY SYSTEM \ \ \ I \ \ ?0 1 I B'diaYWELep f \ /
W/I 150' OF PROPERTY I 1 T BACKWASH f 14.5X24
\ �\ I ; DRYWELL T •
\ \ \ \ I i s OA J POOL HOUSE 1 \ O �N
/ FF:E�2. ; 45.0 1 B'dla"a'd
ELL 1 O/
\ I \ \ \ \I J \ \ l�CI / ./ /EL. 'J, 25.5X24
!_- � I ` GARAGE
12.0 ` FF:EL 12.3 1'. ,.' I \ 10'X4'DW:•® ' UTI
�- - I I \ •Q. ,♦ 1 PATCH W - w/CRTC(=BAST- ` DRIVEIX/AY
•\�l'p�/' \ \ I \ \ \ i I 1 \1O , ` i/CATCH BA / bL..' 1 O PO � `-
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1 S I i i i w/CqT Opk.' O
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!�-• \ I I '�' I/ o N 1 1 1 o TOP SOIL 1 i
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LOCATION _ << 1 Lu • ' J
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ol
/ /
EL. fEL. O NO WELL/SANITARY SYSTEM
1 I I I 1 TOP OF WALL;El 12.0 -11 WEL _ ' O W/I 150' OF PROPERTY
15 / 5 51 / 16 17 / 8
S 90°00'00" E 61 50.0'
965 . 79'
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' V W MJ-1
O
N/O/F N L� ��•.1
CHRISTIAN BALZ& SITE E11 _ ® JOHN &THALIA DINIZIO
THE TOWN OF SOUTHOLD SCALE. 1 - 40'1 o
PROPOSED NON-TURF AS INDICATED
STONE NATURAL AREA TO REMAIN AS CONSISTING OF NATURAL STONE
IIIIIIIIIIIIIIHIIIIIIIII CAP NON-DISTURBANCE AREA WALL INTERPERSED WITH PLANTINGS
#4 REBAR WATERPROOF BACKFILL
@2RIC ST IP
agnu
.. r.... r". -
CONCRETE:3500 PSI
STEEL:60 KSI 4• 501 1811
O
STON FACE PREMOULDED COATED 04, CULTURED
R-80 m " Co o
H A B C D No.4 REBAR • STONE BERM m Co
EXTERIOR FILLER DOWEL RT
VERTICAL EXPANSION JOINT GRANULAR
No.4 REBAR o INE THE EDGE DELINEATING NATIVE PLANTINGS EL. 12.5 +/- STORM WATER RUNOFF CALCULATIONS X
3 o-s 3'-9 2-s" 0'-8' HOR.ez'OC = PROPOSED SITE DATA SCTM # 1000-52-5-55 -- v
I BACKFILL i P,.
?' •
#4 REBAR
WA 4' 2 °• a OF EXISTING CLEARING AND (SEE LIST BELOW) n, + _ LOCATION AREA 100%RUNOFF REQUIRED TOTAL
F �Ilnn_---....... OF .IB_ I;„ „ ',,', _D� ' - ;, - ,•- , EL. 12.0 +/- @2"RAIN/HR. DRYWELLS CAPACITY X p
..�K 4 o'-s 4 z" 2 6 1 0 ANPIIPE FINISHED GRADE �- - - I lll DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL:a oMWALL THE LANDWARD LIMIT OF 8 ( x0IT li: 5 1 C' 4'-8" 2'-8" 1'-0' 8 nPE AWAi , LL _ - _ ooLHousE/cARn 3z o s zoe cu FT e d 3 d z PROPERTY 8 736 SQ 6 6055 acres4 NON-DISTURBANCE AREA CH 26 SQ.FT. (3, d'a eep 50 CU FT0 SLO Y FR_.. ...,.. - • -- f_ - _ - - __ -. HOUSE/PORCH
1273.3 Q.FT. (2)B'1a..4deep 257 CU.FT.
4"dia.DRAIN PIPE �'� --�I� ''1- -- - - - 5E O '•"
_ - ' i - I,i --`mss, � - ."` � -,- -._�' --�I'i- 7'I'�- -I HOU /P 480 CU FT
i p 2 7 .FT
AS NOTED ON SITE PLAN TO DRYWELL
" 1-5 --' DRIVEWAY 4515 SQ,FT, 754 CU.FT. (3)IOdia..4'deep 619 CU.FT.
r6l' 1'-0" 5'-2" 3'•2" 1'•0 3'-0 min.' ( I1� :. PROPERTY WETLANDS: 48.628 SQ.FT.
STONE FACE K 4"1 N " (TYPICAL)
EXTERIOR --' n cp m {
12" ' a a ,o ='''? == 6 dta. PERORATED SINGLE BEAD HALF ROUND GUTTER BUILDABLE PROPERTY: 239,108 SQ.FT. 5.49 acres a"•
VERTICAL CONTROL JOINT o 4'e „ DRAINAGE PIPE W/ STANDARD Y'
PILL ' � � � E �
No.4 REBAR 41 \\� III 1) U
6'"7n @roc Q.W. \\�I��� 1),IX.DO
3/4" GRAVEL A).DO NOT BEAN INSTAWnON UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. - -
.� z).A)OLEATIDN N
A):PREP RE SURFACES
USING METHODS
TO RECOMMENDED
ECOM ENEDB ESTIMATED AREA OF Y-I f1 2
'1�'IISfSf{{ff'' B).PREPAREGTHE FS RESM SMRTRENBSTRAE UNDER HE PRCUENREFORNDI 130,000 SQ.FT.ACHIE
' '+� � • APROXIMATLY PRINT CNOEMUED METAL
SURFAORT„ESSUkf TE INCONTACP ITHDECt CSIMILA ONS. GROUND DISTURBANCE: r•ti
' -r '' . METALS WITH PRO MTECTTVE BAODNG PAINT. S
IN CONTACT WITH DISSIMILAR 1�
EXIST. EL. 7.0 +/- , • '� '
-' 401bs STONES '.A).EERFORM°
AJ.PERFORM WORKINACHED TOW WITH MA HANDBOOK AND CAER 40'OF RU
1).QITTER TO BE OIN LEN TOWARDS LEADER I"TO r FOR EVERY/D'OF RUN.
2).SHEET METAL%lIN LENGTH WITH WATERTIGHT]DINTS.
1,MASON AND GENERAL CONTRACTOR TO FLAG OUT RETAINING WALL IN 8.CONCRETE WALLS TO MEET OR EXCEED NYS BLDG.CODE FOR .).COPPER ESD:VSMANDSOIDEAGU iEA5T000WN5 O SAND PROPOSED HOUSE: 2202.7 SQ.FT. 0.9°/D 300 CU.YD. 50 CU.YD.
B).ALUMINUM:RIVET AND CAULK WITH A BIRYL SEALINT SLIP JOINT
FIELD AND REVIEW WITH ARCHITECT PRIOR TO BUILDING FORMS. CONCRETE MASONRY STRUCTURES.CONCRETE:3500 psi CONNECTORS
JI.[ONNECT DOWNSPOUTS TD STORM SEWER SYBTEM AS INDBATED.SEAL NORTH PORCH: 94.1 SQ.FT. 0.04°/D - - �
PROPOSED NON-TURF AREA FINISHED GRADE CONNECTION WAIERTGM w
2.VERIFY HEIGHTS OF GRADE IN FIELD.RETAINING WALL AND FOOTING TO 9.TOP OF MASONRY WALLS TO BE CAPPED. DRY WELLS To BE 10'l q.PRDTxrtoN: E„)
BE BASED ON HIGHEST REQUIRE[)WALL HEIGHT. AWAY FROM HOUSE ei:TTO000Q1�UP,RREEPA ORPRODUCTS PDAMAGEDPRODUCTSBEFORLOOMPLETION E UBSTANTIAL EAST PORCH: 24.0 SQ.FT. 0.010/0 u
QI
10.ALLOW 24 HOURS FOR MASORY TO SET UP BEFORE GROUTING. SCALE: NOT TO SCALE EOMPE IDN. FH
3.PROVIDE CONTROL JOINTS IN CONCRETE RETAINING WALLS AT 25'OC+/ POUR GROUT IN 4'LAYERS,WITH ONE HOUR BETWEEN EACH OUT • •e ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 75 CU.YD. 25 CU.YD. O
EVERY FOURTH CONTROL JOINT TO BE AN EXPANSION JOINT. POUR.ALLOW SEVEN DAYS FOR FINISHED WALLS TO SET BEFORE CA
BACKFILLING.PREVENT WATER FROM ACCUMULATING BEHIND PROPOSED POOL: 800.0 SQ.FT. 0.3% 100 CU.YD, 20 CU.YD.
4.ALL CONTROL JOINTS TO HAVE KEYS. WALLS BY MEANS OF WEEP HOLES AND DRAIN PIPE AS SHOWN. Q'
5.EXPANSION JOINTS TO HAVE 12"LONG,#4 DOWELS @ ITOC. 11.BACK FILL SOIL TO BE COMPACTED TO 90%DENSITY W/12"LIFTS. 4"dia. PVC 4"CAST IRON PIPING TO
@ t/a"PITCH EXTEND 2 FT.N MIN,INTO PROPOSED NEW GRADE: 50,000 CU.YD, N
6.CONCRETE KEYS TO BE USED AS INDICATED ON DETAIL. 12.HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT WITHIN FOUNDATION WALL BROWN LOAM
EIGHT FEET OF WALL OR EQUAL TO TOTAL HEIGHT(FROM FOOTING) - - - 0 5' OL PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD.
7.ALL DOWELS AND REBAR TO BE COATED.STEEL REINFORCEMENT OF WALL.
BARS TO BE COMPLIANT WITH ASTM STANDARDS,ALL BARS TO HOUSE SEPTIC SYSTEM: 100 CU.YD. 20 CU.YD.
BE SECURED IN PLACE AFTER ALL MASONRY WORK HAS BEEN 13,FOOTINGS TO BE INSTALLED ON UNDISTURBED SOIL WITH A MINIMUM TYPICAL CLEAN OUT DETAIL
COMPLETED AND BEFORE GROUTING.STEEL:60ksi BEARING CAPACITY OF 3000psi POOL HOUSE SEPTIC SYSTEM: 50 CU.YD. 20 CU.YD.
NTS BROWN SILT
ML
CLEAN
RETAINING WALL HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST - - - TOTAL: 4023.8 SQ.FT. 1.65% 575 CU.YD. 50,135 CU.YD.
FF=EL,17.5 IRON COVER IRON COVER IRON COVER IRON COVER 31
FIN.GRADE=EL.12.0 FIN.GRADE=EL 72.0 FIN.GRADE=EL 12.0
1. INV. BROWN CLAYEY SANS
INV. 1' EL 8.4 I INV, m�1 I SC MEETS&BOUNDS BY: JOHN CHEERS LAND SURVEYOR SURVEY DATE: 09-17-2018
EL.10,1 10.0' I EL.9.0
4"APPROVED PIPE,PRCH 1/4":I' )5,0�
4"APPROVED PIPE.PITCH 1/8':1' I I WATER _ _ _ 5.8'
INV. INV. .. -
EL.9.1 EL.8.9 INV.
INV. I A.tw4Y��
1500ga1.SEPTIC TANK EL 8.4 I EL 8.2 (6)B'dia.,Xdeep WATER IN BROWN
LEACHING POOLS I CLAYEY SAND '
3'CLEAN I 13'CLEAN 6.0'
SAND NV SAND Y �,. t'r '':My,•1R.
COLLAR I I COLLAR 35 e'+dcy.
EL 65 min. I w ` -.�`�•* +.a /r-=c` } DRAWN: MH/MS
2 I WATER IN BROWN FINE �( �• �, �" r �� SCALE:
WATER EL.2.7 tA!
i TO COURSE SAND
..' K I I JOB#:
SW r ` -" �` 6/21/2019
13' SHEET f�` SHEET NUMBER:
SEPTIC DESIGN TEST HOLE DATA � °�t'� ,.
SCALE: NOT TO SCALE S-1
McDONALD GEOSCIENCE
DATE:08-31-2018
REVISIONS:
N /O/F
DEAN AND LOUISE YAXA
1 �I
HAY BALE OR SILT FENCING
LIMITS OF CLEARING AS
NO MORE THAN 20'FROM y
PROPOSED WORK AS
8800410011
PUN5 5 \ "/ ) NO WELL/SANITARY SYSTEM W/1 150'OF PROPERTY
7 \
" B _
931 -40'
OL
POOL FENCE_ _ lO \ \
EL. \ \
\.., Z � \ \ 1s \ OL0
1
WELL
O
VJ 1 �/� 2 01
06
15
\ \ \`r`5
II i J
1 / ,
-
\ i18'd' 4'dee .,.•...'S° ' f�I+s�_
i�° i
\ t) �, \ \ p s \ 1 I \ DRYWELL/. 14RY wEu . . n N/O/F
LO \ Q t I I \ . 1 T ° EL. \ BETTY&CURT MEYHOEFFER Awmft
\ \ 1` V I i i i• ' ` 12.0 \
( \ \ A EL"l0 II i
\ \ A5 � �n`� 1. .s... ..a..... 1 Q Imo. \ 52.2'
\ I 1 . ' .....CHAMBER(FLOOD WATER FLOW THRU) 1 M
O� \ \ \ I • 1I BWL,IUNC el tY I \ -\;1
\ �• / \ 1 1 i COPING -r!.• 14 �..._,
OV�� c<�' 5,. .,11 4. P^ 1 \ CP T°
O✓
1 2 STY.FRAM to 0 ' i \1
\ ''0 ��Q \ \ Q C I 1 1 I 'jI DECK HOUSE R I \ EL.10 10
/ Q' Q' \ \ I11 \ I i I 20X40 I 1 C
11 { PRO VIDE[[RREENCH.DRAIN.X6'd DPIPINC, POOL
O i ` 1 (FOR POOL)�FO B'dia.X 6'deep D0.YWELL ,� � ii'f'_[-'! H
i \ \ 1 ! PATIO \ 1 \ 232. 1 4
M1?71ff
�-�' \ L \ E COPING: :.,,fr. \ 1 FF:EL 12.1 \�� 5 / GE PO
4y I \ \ \ \ ( , a•_ oRdPosEd'11 0 ON. V-'
PECONIC LAND TRUST \ Q- I A
/ \ \ 1 \ 2 POOL FENCING L� yJ O 01•�` i-
' CODE REQUIREMENT EL 10.5... 1' \
\ w -
\ III TO MQUlTj.N - 0
\ I I , 150
...................JRC9TlRN.9A iJ: 1 ,`.-J..... W
J IA" • i
I I..........................
...40.HAId1BE (FLOOD ROWtHRU).
WATER, �+ '1
\ \ ♦.i , 8'dia..4'd I t, .,
NO WELL/SANITARY SYSTEM t / I \ \ \ \ , I , , DRYWELL �� /I V1 \\Y / •
T II ,\ ; BACKWASH " 14.5X24 I Z \
W/I 150 OF PROPERTY \ \ \ t I
FF: HOUSE
ELS-(0.� - 45� FENCE LL'dia..4' p -
1 I \
AND MEET TOW,N�CO CODE EMEN 1 I� 1 , O
\ \ ' ELL EL.10
'� i 25.5X24 I \
FOR SPACING.LOSIN AND etc. / EL.10 E
O 6. (LOCALL SELF CLOSING AND SELF-LATCHING \Yt " �� , GARAGE 1;®•• •, E"-�--t.-�� 1 3
(LOCKING)GATES. I a �� FF:EL.10.3 1�, I ---�'
\ DOORS TO HOUSE TO BE SELF-CLOSING AND / 10'X4'DW i ®' 1
Lrn
SELF-LOCKING WITH ALARMS PER CODE �F :_ \a, POOL FENCE 1 IO'X4'DW W/CATCH BASIK•".' DRIVE V.4y I POL
\ \ \ 1 '� _ �/CATCH BA
� \.�� - � I \ \ I \". \ Y \ `>, ,-. 1 a, � \ w.'0�4'ow,•-• 1, O
- _ : } O
\ 6 -- S \ `. �.
DRVWELL
B'la.. P 8'dia:.3'de Q
O i-:4.r
DRYWELLI 1 �Ws'"�•' S\
�IE�� ' \.., \ i ,. / 1 I �/ ~`` •.,,,.,,,� ..._,.,_ ._.... i-• _�__-r.F_..._...__._..........
04
o
00 00
J O NO WELL/SANITARY SYSTEM
O W/I 150' OF PROPERTY W W
6 16 17 �'_' 1 5 / 5 15 16 17 B 9 - - - Z 0
S 90°00'00" E I �' o z �
TID.A3_WETLA' T) EC"UNDM V TIt)^:�.�v,'TTL.AND COU;�cD//�,v�r.�r� � 965 - 79' � � V) z
/.S I'Li'I L.J F'1� ii"; Il OPEi?-! FOX \.�F AS FI../^.GC,SEO �' R.C1PI•fZT FOX 4.i C.
SEAL.LVEL MAPPING 07-05-04 SPI A�.LEVit 1_ MAPPING 07-05-0 1 AND
DETERMI,:'ED 1-0 PE NYS FRESH%VA'TER O pa pO.
WETLAND DOUi'IDARY PT P; MAA I C)?J
09-23-0`>. WETL"I"D FLAGGING VE1?1`]ED
BY S�. RVE` 0 09-117-2C)I7
WELL Co \' O tTY•l,
F/1 N v
N/O/F SITE N/O/F -�
CHRISTIAN BALZ& JOHN &THALIA DINIZIO
THE TOWN OF SOUTHOLD SCALE: 1" = 40'-0"
CD
R-80 M o
STORM WATER RUNOFF CALCULATIONS SITE DATA: SCTM # 1000-52-5-55 X v
o
1n
LOCATION AREA 100%RUNOFF REQUIRED TOTAL M O
@2"RAIN/HR. DRYWELLS CAPACITY DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: O N u
HOUSE/PORCH 2873.3 SQ.FT. 480 CU.FT. (3)8'dS,4'deep 507 CU.FT. w
PROPERTY: 287,736 SQ.FT. 6.6055 acres v
POOLHOUSE/GARAGE 1232.0 SQ.fT. 206 CU.FT. (2)8'd)a.,3'deep 252 CV.FT. � y
DRIVEWAY 4515 SQ.FT, 754 CU.FT. (3)101dia..4'deep 819 CU.FT. C) 41 I
PROPERTY WETLANDS: 48,628 SQ.FT. c�� IT u
a 40 "t cC R"
qj SIN BAD HALF ROUND GUTTER BUILDABLE PROPERTY: 239,108 SQ.FT. 5.49 acres
F IIIA%/IIj////IIJI STANDARD 5" O ^ v
FINISHED GRADE V �� _ u (�0
1).EXECUTION: I�
A).DO NOT BEGIN INSTALUnON IINRL SUBSTRATES NAVE BEEN PROPERLY PREPARED.
2).PREPARATION: C14 v OJ
A).LEAN SURFACF TIIO0.IX"tY PRIOR TO INSTALLATION. ESTIMATED AREA OF f 1
CLEAN B).PREPARESURFACESUS[NG METHOOSREMMMENDEDBYTHEMANUFACNIREFOR 130.000 SQ.FT. - O W 1+
OUT ADiIEVING ME BEST RESULTS FOR THE SUBSTAM UNDER THE PRORE CONDITIONS, GROUND DISTURBANCE: 4
O.PAINTCONCF DMETALSIIRFACFS AND SURFACES IN CONTACT WRN DISS1M1Wt 11
METALS WRH PROTECTIVE BACKING PAINT. /�•i
3.INSTALLATION:
A).PERFORM WORK 1N ACCORDANCE WITH CDA HANDBOOK MID THE DRAYANGS.
i).GUTTER TO BE PUCHED TOWARDS LEADER 1'TO 2'FOR EVERY 4a'OF RUN.
z).a).COMETUXAD FLASH ANOSOIDFRGUT ERS TO DO PROPOSED HOUSE: 2202.7 SQ.FT. 0.9 /D 200 CU.YD. 50 CU.YD.
t).ACCES J LEAD TUSH AND SOLDER GUTTERS 10 DOWNSPOUTS AND 0
•o-FLOV '�50 -
B).ALUMINUM.RNETAND CAULK WITH A PA)TYL SEALANT AIP]DINT
CONNECTORS. Emol
4"dta. PVC 4"CAST IRON PIPING TO \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYS"AS INDICATED.SEAL NORTH PORCH: 94.1 SQ.FT. 0.04%
a 1/4"PITCH CONNECTION WATERTIGHT. -
EXTEND 2 FT.MIN.INTO W
FOUNDATION WALL DRY WELLS TO BE 19 MIN. 4)PROTECTION:
A).PROTECT DRE [P 0 PRODUCTS LMT1L COMPLETION E PROSECT, C"
AWAY FROM HOUSE B).TRUTH-UMrALLEDPRDUCTEUAMAGEDPRODUCTSBEPROESUBSTM/nAL EAST PORCH: 24.0 SQ.FT. 0.01% -
COMPLETION.
' e• DECK: 280.0 SQ.FT. 0.10/0 6 CU.YD. 3 CU.FT. O
DKCAL CLEAN OUT DETAIL ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 50 CU.YD. 25 CU.YD.
NTS PROPOSED POOL: 800.0 SQ.FT, 0.3% 100 CU.YD. 20 CU.YD,
N
BROWN LOAM H
0.5' OL ESTIMATED NEW GRADE: 25,000 CU.YD,
PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD.
HOUSE SEPTIC SYSTEM: 100 CU.YD. 20 CU.YD. u `
BROWN SILT
ML IY
CLEAN
HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST TOTAL: 4303.8 SQ.FT. 1.75% 506 CU.YD. 25,138 CU.YD. L�
FF=EL 11.5 IRON COVER IRON COVER IRON COVER IRON COVER - - 3' Ar
FIN.GRADE EL.12.0 FIV.;RADE=EL 12.0 FIN.GRADE=EL.12.0
TnIR. INV. I BROWN CLAYEY SAND
INV.
1' EL 8.4 INV. min I SC MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 09-17-2018
EL.10.1 10.0' I EL.9.0 I WATER - - 5.8'
4"APPROVED PIPE PITCH 1 4":1' a 15.0'
4"APPROVED PIPE,PITCH 1/8":1' 1
INV. INV.
EL.9.1 EL 8.9 "'
INV. INV. I WATER IN BROWN '�• ...�"'•,�
1500ga1.SEPTIC TANK EL 8.4 EL 8.2 (6)8'dia..2'deep CLAYEY SAND
LEACHING POOLS I
3'CLEAN( 1 3'CLEAN ,
SAND EL.V SAND _ _ _ 6.0' � `►'°lYYc
COLLAR I INV. I COLLAR Aa�A
I 2' I '. � ,11 DRAWN: MH/MS
I I WATER IN BROWN FINE , .. N SCALE:
WATER EL.2.7 A{t' ;,.4y `W,"
-y_ TO COURSE SAND i12 S} fe
JOB#:
- - - - - - � � 3 021
A P r.� -, 3/a�/zo21
13' `" �- SHEET NUMBER:
SEPTIC DESIGN TEST HOLE DATA F rz
SCALE: NOT TO SCALE ''�----- S-1
McDONALD GEOSCIENCE
DATE:08-31.2018
`0
40'-0"
w
p
x
JUN — 8 2020
23t-1 0. p 15'-61/2 010 Z, 0, 0
� zw
0
oWo
GARAGE POOL HOUSE ¢w
N N N C�
---------------------------+ •___------------------------
U
O
m
N
r
POOL HOUSE FLOOR PLANa�� ;'
SCALE: 1/4" = 1'-0" .z� , s�
ry
DRAWN:MH tMS
SCALE
7UB a
Sill I I'NUMRI R
6
1-3/4X14 ML RIDGE
rW
V
(2)2X8 DF#2 (2)2X8 DF#2
@48"OC(TYP) @48-OC(TYP)
O
O
16"TJ1560 @16"OC
O
^O^
GARAGE
L
5/8"TYPE-X ON
POOL HOUSE F.R.SHEEfROCK INN
—� ON WALLS/CEILING
EL.10.3 W
EL.10.0 e e A .° , e e e e - - - -
t b
,° 4"CONC.SLAB,REINFORCED w/6X6 10/10 WMM A'L e 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC ;° Z C)
a OVER 2"(MIN)SAND ON 6"GRAVEL b e OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO6;6 a >.
b o ; OVERHEADDOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" Q
DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE
o. INSTALLED 4T WALL @ 16-OC,INTO SLAB AND DOOR APRON. 8"PC WALL Z
c f
a; a a; (�1
a A 4 O W 04
•�
- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ° - - - - - - - - - Z z
EL.5.5+/-(NATURAL GRADE) - _ :' -
- - -=8ENEATH
— 16"X8"FTG. t W
RETE SLABS TO BE (2)#5 REBAR
LATIVE DENSITYTEtT AS NECESSARY.
CROSS SECTION A
SCALE: 1/4" = 11-0"
CD
-.I
Cm o
n
1-3/4X11-1/4 ML RIDGE 1-3/4X11-1/4 ML RIDGE o
i-3/4X14 a)
POG ML RIDGE P"
I I . ON m ..
1 I l 5 ! S I { - -
�x4 JJ J00 cu
J `1 J 1 I I I I ,fie�• ° (2)2X8 DF#2 @48"OC `° ; �. N 0
I�i I f I I 1 f Jf JI -- o
W
(4)THRU BOLTS21 E
! n r
x�
m� I I I @ EACH END(TYP) i\` \ Auc 2010
( (2)2X10
2)2X10 (n
-
41
DF#2 DF#2
W
0 - - H
I m %� Qv) u
O
TYPICAL WINDOW OPENING
PANEL SPAN EQUAL OR SMALLER
THAN 4FEET POOL HOUSE ,
x« 1 N
PATMNEPLSaan GRREOATTER THAENNIN� _"`; ; ,� �♦ '� '
AND EQUAL OR SMALLER Turrrx[x wm•Harass srta
THAN 6FEET
"x wvlxm"xoTs wl�wnsxea �0C ` r_W aY'' * �,/
v� �� 1 'vs � F�••1
TYPICAL MULTIPLEOPENINGS
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER
THAN 8 FEET
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 2X6 ACQ PLATE /� x
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" TERMITE SHIELD
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SILL SEAL EL.10.3
CONSTRUCTION CODE).THIS 15 NOT A SUBSTTTLMON FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. °
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. -• . e e. e e. -• . A. -• e a -• e e. e e.
�c 4"CONa SLAB,REINFORCED wk&6 10/10 WMM
b; O ER 2"(MIN)SA,NDIIIN 6"GRAVEL b, �
8"PC
WALL 4=
b,
ALL FILL BENEATH CONCRETE SLABS TO BE d%
COMPACTED TO 95%RELATIVE DENSITY
4 ASTM D-689.COMPACTION TEST AS NECESSARY.
Eo 9 EL.5.5+/-(NATURAL GRADE) DRAWN.
- - - - - - - - - - - -16X8 FTG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE:
(2)#5 REBAR JOB#:
7/25/2019
SHEET NUMBER:
CROSS SECTION B
SCALE: 1/4" = V-0" A-6
i
40'-0"
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AV'IF i, 4'i-D ASN' TLED
DAT ._IqL B.P.# � 1'I_(1.`.FL !s i- 7"IFICATION w
N i- CONTENT BEFORE
ou r,i 1 -- 0- N LE./ C,0
FAT C;-c�i;;-1CATE OF OCCUPANCY
NY BUILDi�1G DEPAR i vIENT AT
765-1802 8 AM TO 4 Piu, FOR THE ;OLDER USED IN WATER
FOLLOwIr!G INSPECTIONS: )U!-)PL YSYSTEM CANNOT
FOUNDATION - TWO REQUIRED EXCEED 2/10 OF 1% LEAD. �
FOR POURED CONCRETE
_— — — 2. ROUGH - FRAN"ING & PLUNIB!NG w
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. PLUMBING
ALL CO"11STRUCTIOi J SHALL MEET THE ALL PLUMBING WASTE O
REQUIREMENTS OF THE CODES OF NEW g��rATER LI;'=-S�!E:D
YORK STATE. NOT RESPONSIBLE FOR TES;;I';^, r.;. i'v'v
COVERING
DESIGN OR CONSTRUCTION ERRORS. O
_ COMPLY WITH ALL CODES OF RETAIN STORM WATER RUNOFF C)
NEW YORK STATE &TOWN CODES PURSUANT TO CHAPTER 236 p..,
AS REQUIRED NDCONDLT QN.S OF OF THE TOWN CODE.
5 � rKEa J ELECTRICAL INSPECTION REQUIRED
EIF]E] 01:11:1 FIDE] FIED !�,STEES
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------------------ - ------------------ --------- -----------41-71/211 ol -- , ----------------------------
41-71/211
2'-71/2" 9'-3" 3'-6" 9'-3" 15'-4'/2"
V
T-3" 40-0" 0
B N
121-9" 1).B"THICK POURED CONCRETE FOUNDATION,3000 psi.PERIMETER TO HAVE
ol 6"+/-STEM WALL ABOVE GRADE(SEE SECTION).
2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. sj
FOUNDATION PLAN FOOTINGS ED HAVE 2I I CONTINUOUS CAPACITY).ALL FOOTINGS TO REST ON Fhy4l
UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). r '
SCALE: 1�4" — 1'-0" 3) ASTM D-689. OMPACTION TEST AS NECESSARY. TO 95%RELATIVE DENSITY r
_ cn
4).VERIFY WITH OWNER IF POOL HOUSE SLAB IS TO HAVE RADIANT HEAT AND
CERAMIC PRIOR TO POURING SLAB.INSULATE UNDER SLAB PER ENERGY
COMPLIANCE CERTIFICATE.
5).SLABS TO BE 4"THICK.3000psi CONCRETE ON COMPACTED FILL.INSTALL 1/2"
EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS.SLABS TO
BE REINFORCED w/6X610/10 WELDED WIRE FABRIC OVER 2"(MIN)SAND ON
6"GRAVEL.GARAGE;SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR
DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS.
#5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR �RE DAR
APRON. \ C
6).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES
TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. S
7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A _ v±
MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO r N DRAWN.
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SCALE:
N,A - JOB#:
022339 0 6/19/2019
0 F N E\ SHEET NUMBER:
A- 3
w
w
0
g �-1
O
40'-0"
1 ,
1 I
7'-311 '
1 1
1 1
1 1
1 ,
ACW4054
(I)9-1/2 ML HIR HALF
_ BATH r - - - - - - -
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GARAGE _
p I I O od nli �Ini J
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Oo O INSTALL 5/8"TYPE-X o J 1111
OIOr^ FIRE RATED SHEETROCK %0V ;;;; xN N N ,,,, NON WALLS CEILING = �N, LL p Z d'
1111
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dill CATHEDRAL CEILING `✓IIII r-1
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011r
i (3)1-3M!9-1/2 ML HE DER ; ; (3) 1-3/4X9-112 ML HEADER ; (3)2X10 HDR
91-011 91.01, AAN 828 W
7'-3" 12'-9" 12'-9" 7'-3"
40'-0" �I
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1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED.
EIIIIIIIIII4 N
FLOOR PLAN
2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.
SCALE: 1/4" 1'-0"
3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.
=
4).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED
WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min.
3 11/2 11/4 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER r ,
W.C. LAV.
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com
v
3"1 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS W
F.A.I. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH
SIDE FOR MICROLAM HEADERS.
3 11/4
C.O. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
3 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ,'
PER CODE.
7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
--.ejSLOPE"1/4"PER FOOT ,Stili /4R
4 PITCH TO DRAIN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING rr C1
TO APROVED HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ��`5 `I Vr\J I N SC�
SEPTIC SYSTEM 4"C.I. `�
TRAP HOUSE 8).INSULATION TO BE INSTALLED PER ENERGY COMPLIANCE CERTIFICATE.
9).INSTALL 5/8"SHEETROCK ON ALL WALLS AND CEILING.GARAGE TO BE q��
TYPE-X. At DRAWN:
PLUMBING SCHEMATIC SCALE:
�� sA'' —� �. JOB#:
SCALE: NOT TO SCALE
X22339 �Q` 6/19/2019
T�OF NE SHEET NUMBER:
A-4
1
W
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ACW3234 ACW3234
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ROOF PLAN � 0
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1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. \
POOLHOUSE TO HAVE DOUBLE 2X8 @ 48"OC. \
2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS u V
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, O
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. [n
PER CODE. \ (n
3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME.
4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND `\
DIRECTLY TO THE DECK ALONG EAVES. \
5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. �✓
�� 1/2 RND. GUTTER �
6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,
INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND
4'PERMITER. \
FASCIA 1X8
7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII
SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING `\ FRIEZE BD. (f)
UNDERLAYMENT. UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO 1X4&1X8 x
ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY
TARP UNTIL ALL ROOFING IS COMPLETE. VENT
8).ROOFING TO BE INSTALLED PER MANUFACTURE'S RECOMENDATIONS. SOFFIT
9).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED.
16"OH r•
RED
ARc
��,�Ev
IN
SOFFIT DETAIL
�� � DRAWN:
i R N SCALE:
N r
JOB#:
} 6/19/2019
�2233g Q-
F O O SHEET NUMBER:
F N E�
A-5
1-3/4X14 ML RIDGE
r=
r�
V
(2)2X8 DF#2 (2)2X8 DF#2
@48-OC UYP) @48"OC(TYP)
O
-1 16"TJ1560 @16"OC
Olt
O
^O
F+1
GARAGE
O�
5/8"TYPE-X
POOL HOUSE F.R.SHEETROCK
ON WALLS/CEILING
EL.12.3
EL.12.0 - -
°° 4"CONC.SLAB,REINFORCED w/6X6 10/10 WMM °aL 4"CONC.SAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC a ,° Z O
L OVER 2"(MIN)SAND ON 6"GRAVEL b> OVER 2";MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO a �+
- b OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" b> O O
DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE
INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. C/]
a;
Ln 8"PC WALL F
0. o, '
° 'A 4 O
A .L
.L b °•L O
EL.5.5+/ (NATURAL GRADE) - - - - - - - - - - - - - - - - - - - - - - - - - - a - - - - - - - - - -
- - - -=TO
16"X8"FTG.
RETE SLABS TO BE (2)#5 REBAR N
LATIVE DENSITY U
ASTEST AS NECESSARY.
CROSS SECT ION A
SCALE: 1/4" = F-0"
CD
N v E
rn m c o
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0p O
— - - - - — - — - — - — - — - — - - � �.2
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1-3/4X11-1/4 ML RIDGE 1-3/4X11-1/4 ML RIDGE x o
P-4 It 4 4
1-3/4X14 v luol
POG ML RIDGE 0 9� u
m
1 ( 1 �/ • 1 1 15 i t I I • 1 I I I 1 8
00
I I I I f I I I I I I v
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o N
,,o_, (2)2X8 DF#2 @48"oc e o w 3
,' -- •,, .�
,'
f I I ( 11 (4)THRU BOLTS
I III I I I I I I @EACH END(TYP)
(2)2X10 (2)2xlo CA
I r a.� :~w.« I ' �, I �, I �N DF#2 DF#2 W
��a.� I I � I
H
i 1 a axmme A,e•osa7 I I I•
V
pW
` 9LL TYPICAL WINDOW OPENING ( I
�� I ( J ' r I ( ' t ,'
PANEL SPAN EQUAL OR SMALLER pie I I y I I j I�y,I I I Ilj
THAN 4 FEET ,M® " M \
I POOL HOUSE
TYPICAL DOOR OPENING \ N
PANEL SPAN GREATER THAN 4 FEET weno�pLY1"pp°'�
z-v,"esx nuns mxxe'w"errn� \\
AND EQUAL OR SMALLER Tarrxea wm,nux�nEE� ��,,//
THAN FEETvo-
ac.v pa nw,wws,�u \ Y•�1
TYPICAL MULTIPLE OPENINGSwmm`"'" ''0C \
PANEL SPAN GREATER THAN 6 FEET "' �'�
AND EQUAL OR SMALLER
THAN 8 FEET +
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL U
AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 2X6 ACQ PLATE ♦/ V)x
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PREM TO TERMITE SHIELD
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SILL SEAL
CONSTRUCTION CODE)THIS IS NOT A SUBSTITUTION FOR DESIGWPRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. EL.12.3
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 4
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
�c 4"CONC.SLAB,REINFORCED w/6X6 10/10 WMM
b OVER 2"(MIN)SAND ON 6"GRAVEL b
8„PC
WALL
ALL FILL BENEATH CONCRETE SLABS TO BE
COMPACTED TO 95%RELATIVE DENSITY ,SERE D q,4
4 ASTM D-689.COMPACTION TEST AS NECESSARY. -5 C
0EV I N S j
" > EL.5.5+/+/=(NA �D '5 C/S,,
16"X8"FTG �� DRAWN:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � • '9 SCALE:
� , JOB#:
�l
(2)#5 REBAR 6/19/2019 N
4, SHEET NUMBER:
CROSS SECTION 6 ���. 0 2339 �oQ�
SCALE: 1/4" = V-0" OF N E\,N A~6
I
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
V
KING STUDS
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD T�
0 V1
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST O
SIDEWALL
JACK STUDS RAFTER l
1�
FLOOR USP NUMBER DESCRIPTION APPLICATION O
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Ll O
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 61N,
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ONLOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN �T/�� W
` VENTILATION V1
SIDEWALL FLASHING WOOD JOIST `z
FOUNDATION ' ' ' TOP PLATE BLOCKING 0
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST r�
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC F
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
�, THE SPACE VENTILATED. ALL OPENINGS W000 GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH W
,'~ ONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF +/4 INCH IN DIMENSION.
FLASHING TO FORM CHANNEL O
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO F-1 fF-i
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
,~NSTALL 4'0" O.C. ROOF VENTILATION OVER BEARING WALLS AND HEADERS
C:> W
/
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOJJN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL CV
ON ALL OPENINGS ,',' KEEP ROOFING NAILS OUT c7
OF FLASHING
2ND. FLOOR WALL
-�� ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
O
WOOD JOIST
TOP PLATE m O
F FT F N
GIRDER/HEADER U
SIDE WALL FLASHING O m t� 4+
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST CA p\ m O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0- V
AND RAKES -- PROVIDE HEMMED EDGES SO X O m
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS \'
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION C( u+ U
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED CZ 41 Lf') 4+
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O 00
CONNECT EACH FROM PEAK TO ALLOW FREE �+
RAFTER/PLATE RT75 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. �' V
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS O 4 �
CONFORM TO SLOPE / ice.
16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS cd V (h
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR '0 L\ •�
PL4TES TO EACH STUD �+
Lo m V
c 1
DBL. SILL PLATE I 00 v � v
cz 10
TERMITE SHIELD �—SUBFLOOR >~ i
SILL GASKET WOOD JOISTS .0 W J
♦ ' NEOPRENE
TYP. CONC. FOUNDATION A CONC. SLAB GASKET � r 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY • Vy I BOLTED TO STEEL BEAM WITH
\, GRANULAR FILL ,.
6MIL POLY ON EXTERIOR \•Q e �� 1/2 " DIA. BOLTS ® 48" o.c. STAG.
• V STEEL COLUMN
\ I r
A
• 4 • 4 e b, ° C ROOF JACK �� �� W
0 4 S ` CONC. SLAB ' '4 • 1\ . STEEL BEAM Ey
e•° n \.Q ANCHOR BOLT EMBEDMENT: I �.,
p V COMPACT FILL e =e r
IBIOCKWALLP(URE :
1
CONCRETE:
, • TOP AND BOTBTOMPLATE STEEL u
_ _ ROOFING LAPS � V
KEYWAY FOOTING e V FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
/ • 11.a a • 4 •
Lt O
a CONC. FTG. •4 Q•p L o' USE VITH 3x3 SQUARE WASHERS SIDES AND TOP ,�. 1/2" GROUT
± ;O ANCHOR BOLT CONNECTION (LISP LBPS58 OR BP583)
� � REINFORCING BAR w ' 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT I
DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS
( )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N
�
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL "j
TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION)_ 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING F~
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
SLAB-ON-GRADE
I r SUBFLOOR CA
CONC. SLABI DOOR FRAME
6X6 10/10 WWM
COMPACT FILL , GARAGE � o--JOIST
DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
, W/ 6X6 WMM n
P.T. PLATE I SLOPE
� 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR SPACE < 1 • ° 7 1 2" (WITH A NAILING PLATE IF NEEDED)
AT END AND �• ," O •' s• ;. •' • TO BE APROX. 1/2" OR HIGHER THAN
MES
SHRINKAGE
GRADE • Q ,'z--a--"""""aT""'""' BEAMS F WOOD o� sp °p • .• • �rD (PROVIDE STRAPPINSTEEL BEAM OG TO EEPALLOW RJOISTS ALIGNED)
�!' 4 4 4 n . 4 • .. G /SRC
12' 6X6 W.W.M. •- -Q - 4 �•- 4A-,
r•a =rri o' O '� —
e 'G o D C C O ° y \� N L' SUBFLOOR
MIN. a ,e a ° ° �'p �'p A•� ° NOTCH BEAM FOR MUDSILL 1 REQUIRED -- MAXIMUM y • ° „ o v S
•j 4 REINFORCING BAR O REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' O e O,s•e °• + I I—I I �(/ 'S!2 (� 01ST
• � e�. ° • s
DRAIN TILE �� ►►►I • 4 O O•° — ¢ I J DRAWN:
12" ° :• SHEET METAL / 30# FELT UNDER BEAM AT POINT 6'n • I �� STEEL BEAM
OF CONTACT WITH CONCREIE OR CONC. BLOCK
s•� 3' } °�'i N PLATE (BOLTED TO BEAM) SCALE:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °. SHIMS TO LEVEL BEAM �I f JOB#;
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ` -�/
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT N6/19/2019�_�``-°
22339 0 SHEET NUMBER:
BEAM POCKET
v
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rw
V
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING r_l
JOINT DESCRIPTION NOTES w
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d P• RAFTER TO 8'WALL:3-8d COMMON EACH
nails in the strap. BUILDING HEIGHT
TOP PLATE 10'WAL_:4-8d COMMON RAFTER TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH O
y g g P P TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WAL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS P-R TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER \Y'FCM-SBC LAP NAIL AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS P=R TABLE 3.7 EACH FACE FRAMING ELEMENTS 1
OVER PARTITION V6'FCM-SBC LAP NAIL EXT.BALCONIES 60 O
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER \XFCM-SBC END NAIL O
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-;d COMMON EACH TOE ATTICS w/STORAGE 20 p,
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-15d COMMON END NAIL ( )
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL ON 200
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES
GAURDRAILS ANY DIRECTION)
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
W
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE W
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON STUD O.C. NAIL Sym.:
• attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION HEADER TO 16"O.C. FACE SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. � Q' 0
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. O r-a
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION M�
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC ►�-1 C
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FLOOR JOIST,BAND JOIST, 2-16d COMMONH
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD O w
O
FLOOD 7
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMIN(i: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES W
QTY. SPACING MODERATE SLIGHT TO Ln
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - W)
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE N
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE O: GIRDER 4-8d COMMON JOIST NAIL
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2-8d COMMON
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.L.Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. Sd COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. (BOTH FIELDS
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). P P g
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL CD
8x16 cast iron foundation vent for every 150 sq.ft.of area. c-a
JOIST ONLEDGER 3-BdCOMMO PER TOE NOTES N
DECK AND COVERED PORCH NOTES:
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL CO ' rl O
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. c* m � u
PP BAND JOIST PER END � n �j --'
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON
TO JOIST JOIST NAIL X LO ^ v
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O M
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2_16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
SILL OR TOP PLATE FOOT SEE NOTE:1 p r1 f.
Girders on concrete piers shall be anchored with proper steel connectors anchored �C O co
FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. p; cd
into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. F SHEA 11 W .
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. v
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL CZ v M
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For t 4 00 4 �
below rade.Porches with covered roofs shall have 12"dia.concrete lets for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O 04 �s ;
g P S STRUCTURAL PANEL sd WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC 5
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE +;
SHEATHING LOCATION NOTES
3e Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Cr Cn
otherwise. JOINT DESCRIPTION 00
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) oQ y
4'EDGE ZONE Sd COMMON @ 6"O.C. d COMMON @ 12"O.C. N I~ O
where needed. NOTE:2 FOR PANEL FIELD 0 W
GYPSUM 7" O.C.EDGE
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 .4
6).Concrete piers shall be a minimum 6"above grade. P-4
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAZI NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTESONLY.
and blocking where applicable. QTY. SPACING Uj
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W
8d COMMON g g q
5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE be used. U
1-�6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with (,
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS
O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0
on plans. WALLBOARD 10"O.C.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r FLOOR SHEATHING
2).Verify septic system with the Engineer for Suffolk County Health Department approval. : 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). I�
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, I NAIL NAIL
1. 5
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION PROVIDE 8"TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.Q1Y. SPACING ) � LV
where applicable unless otherwise2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES l"OR LESS 8d CCMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
Elm<
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. ), P g pp y NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED
1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safes Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. V
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor v
equipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as freblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers.
1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs.
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL NOTES:
over subfloor as per manufacture's instructions. members shall be doubled,or aternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
P such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACTTHE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is conthuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number>f nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Rest a Gg l
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per'oot. INCLUDING SUBFLOOR,IS COMPLETE. ,� 1�L-D qR
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or \� C
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ��V INSCy y�J.
torch down type material over. and R315 of IRC. e SII �n
v DRAWN:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SCALE:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 1 I N
AND BASES.USE WITH FLASHING CAPS TO sV -:r-r_ .TOB#:
COVER TOP 6/19/2019
022339 0 SHEET NUMBER:
OF I\!E\N�l
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