HomeMy WebLinkAbout43435-Z gU@FOL Town of Southold 11/13/2019
0
P.O.Box 1179
o • S 53095 Main Rd
'�®1 gzp-�t Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40851 Date: 11/13/2019
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2900 Beebe Dr, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-3-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/16/2019 pursuant to which Building Permit No. 43435 dated 2/1/2019
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 GARAGE AS APPLIED FOR
The certificate is issued to Mironov,Matthew&or
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43435 08-05-2019
PLUMBERS CERTIFICATION DATED
ut o el i Signature
SOFFnI�- y TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 43435 Date: 2/1/2019
Permission is hereby granted to:
Mironov, Matthew
10 Pond Rd
Great Neck, NY 11023
To: construct accessory garage as applied for.
At premises located at:
2900 Beebe Dr, Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-3-15
Pursuant to application dated 1/16/2019 and approved by the Building Inspector.
To expire on 8/2/2020.
Fees:
--------- -- _ _ - ACC-ES SOR-Y— _ ._v . -
--$330.40_.—_ -
CO -ACCESSORY BUILDING $50.00
Total: $380.40
Buil c or
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:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
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 I% 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$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 'Z'?06 191Z C(/ C �f d 6 u jam'
House No. Street Hamlet
Owner or Owners of Property: lz 0 N p V
Suffolk County Tax Map No 1000,Section Block ?j Lot J
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Tempora Certificate Final Certificate: (check one)
Fee Submitted:$
*–mr -7-71ure
OF SOUjy®�
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • COQ Sean.devlin(c�town.Southold.ny.us
lyCOUNTI,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Matthew Mironov
Address: 2900 Beebe Dr city:Cutchogue st: NY zip: 11935
Building Permit#: 43435 section: 103 Block: 3 Lot: 15
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Dan Wilcenski License No: 4723-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Athc Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 5 Ceding Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment*
Notes:
Inspector Signature: Date: August 5, 2019
S.Devlin-Cert Electrical Compliance Form.xls
� "pF SOUIyo
�1A•y * TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
4phl , n
o �J .
�A61 ���UOA
DATE--3M?M INSPECTOR ��
SOF so
# TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST. [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAC NG /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: \
DAT YO INSPECTOR
ho��OE SOUIyOIo Ll"4q 36
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
500",
'Of SOUTyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
courm��'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ I)PSULATION
[ ] FRAMING /STRAPPING [ FINAL ACC, 6Ae47e
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION'
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
tzi
FOUNDATION (1ST) 1A a.-
'FOUNDATION (2ND)
A62t
ROUGH FRAMING&
PLUMBING y
INSULATION PER N.Y. y
STATE ENERGY CODE
1 � �
FINAL
ADDITIONAL CO NTS
py, N ' ® L a
3 D D
z
d
b
H
TOWN OF SOUTHOLD - r j BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT m" i Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 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
Contact:
Approved
Approved -,204 Mail to: 4tr !2 Z
Disapproved a/c
Phone:
7 (/
Expiration ,20
Dd g ns ctor
JAN 16
2019 APPLICATION FOR BUILDING PERMIT
Datef 1�0 20
i�.al�i�li1 r ._.'fix 3.e
TOWN 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.
ermit: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 inspectionthroughout 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 ,�arch�iteQengineer, general contractor, electrician, plumber or builder
Name of owner of premises -4 d
(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. Loca or ,o00 d on which roposed workwil be done: l G
House Number - Street Hamlet
County Tax Map No. 1000 Section 0 Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy i � C
b. Intended use and occupancy LAW
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
(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, co mercial or mixed1c upan , specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front '" 1 " " Rear'
Depth Height Numberlof Stories
8. Dimensions of entire new construction: Front Rear ` Depth
Height Number o Stories
9. Size of lot: Fron Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 14_0
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 D NO
14. Names of Owner of premises 1 l ✓OI'/ Address Phone No. 570 �� Z Z� Z-
Name of Architect Address Phone No &X 0 G [�
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO�_IZ
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT NAY BE REQUIRED.
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--L<-/—
IF
OTIF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
A 4- being duly sworn, de os i � hl the applicant
(Name of individual signing contract)above named, N any u ic, a do I
No.01 BU6185050
Qualified in Suffolk County
(S)He is the Commission Expires Aprii 14,2_o
(Contractor,AgenV Corp d rate 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 to before me thi
fid" day of,,J bV4 20A
�1�a—`p L
Notary Public Signature of Applicant
Scott A. Russell ��,�� �. STORMWATEk
SUIRMVIiORi
��.A.�.N.A�EENT
sovMoa.DTawavxAU-F.o. "" �Mm
SM Town of i'11dt�2®ld
oss ztd-SOUMO n,bMVYo
0KI0L) - e wLf sit_gLf
236 - SITO A WORK SHEET
(.TO BE COMPLETED BY THE APPLICANT)
DOES TMS FROJECT INVOLVE ANY of THE F(3LW o:
Yes 'o it rUX AM MIAT nWLID
A. Clearing, grubbing, grading or-stripping of land which affects more _
than 5,000 square feet of grourid surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
E3/C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
06 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard. area.
E. Site preparation within the one-hundred-year floodplain as depicted
on-FIRM-Map of any watercotu-se-
810
. . . .
F. Installation of new or resurfaced impervious surfaces of 1,000 square
f feet or more, unless prior approval of a Storrnwater Management
Control Plan was received by the "Town and the proposal includes
in-kind replacement of impervious surfaces.
�c IfYM"SwacdNRtoa!efthe quesum abaa,=14 C=Aft RM AMftSkSt SeCUM W&W With y=N"1%
SLMRUM CORUd hbrMatIM BAC& CMV Tax Map Nmba! U€wW 236 d=na t0 your piQ,ML
If M WSWMa M_to one or mm of the abov,okm stmt Two eog es of n Swmww r MunemaA COBW Pian
and a complacd Check l An rfflm to alu suledft DePsrftaA W ate=BuUdft ParmA Appucatim.
s.C.T.M. 1000 l
NANW_ S� tiv ,Z�Z: d3 T S ®l (
l;l0a lot
FOR BUILDING DEPARTMENT USE ONLY ':
comad laen=i= IN q I J 5-
Reviewed By:
Property Address l Location of Construction'Yordc: — — — -_ — _ _.. —Date _ — _ _ — — _
200 7nchc !/0��rL Approved for proce&ft Building Permit.
Stormwater Management Control Pbn Not Required.
Storm-water Mwftement Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
�gUfFOI�cD BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
10-y • Southold, New York 11971-0959
�a1 Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(a)-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:`�� w I,uti 1 c cam.s ►C Date: L, j
Company Name: r I ' n
Name: -�a-t it e-' s K-L*
License No.: �3_1" 'IG- email: t , S ll I e w,c.4-
Address: A b 13o t 31
Phone No.: 3
JOB SITE INFORMATION: (All Information Required)
Name: r D n t7 V
Address:141,9 oZ 9 0 a I b--e- 1>nv4- el
Cross Street
Phone No.:
Bldg.Permit#: 3 3 email:
Tax Map District: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) (A Arill a
Circle All That Apply:
Is job ready for inspection?: CYOES NO ough In Final
Do you need a Temp Certificate?: &�/ NO Issued On
Temp Information: (All information required) r
Service Size 1 P 3 Ph Size: '2-0 0 A #Meters 1 Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnecte -Undergroun Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
194
PAYMENT DUE WITH APPLICATION
,
2-Request for Ins 'on Form. S
��4�UFFOL,��Pe
Town Hail Annex Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O.Box 1179
Southold, NY 11971-0959 Q �+
BUILDING DOPAftT FiEf�t�
NOTICE OF UTILIZATION.M.-TRUSS."'-• ',1�'�E C- ASTR[fdT- li`3N PRE-EhtGWEERE®
i1 OO()-CMSTRjUjaTl(JN} 12 TqBER COMTRUCT ION
®ate: '
Owner._
t Location of Property: CA `-
,.~ Please tak notice that the(cheritt aM
New ;
Addition to eAstisic -re ld ial
Rehabilitation t an--w isting.residpntiaI + � -y�'•���
to be constructed or performed at fiie' t3te above will Utilize
(check applicable line):
Truss type construort"
Pre-engineered waQc fisltra,
Timber construction ZfC�
in the following location(s)(check applicable line):
- Floor framing,indiIdI094MdbF]S.: dOlkff.00(F)_
Roof fi 4 h pq(R)'
Floor an roof _ `ing (FIS
Signature:
Marne (petrson.submnittinge thlp folrnb:
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
q'� Vey
S . C.T.M. # DISTRICT: 1000 SECTION: 103 BLOCK: 3 LOT: 15
CP�w
NORTH
2�5 RPMP dafi n
V�
FVOP( 1 D Ca-�fa n �� i
EMORY ROAD
LOT COVERAGE
0
BASED ON UPLAND LOT AREA 21 ,400 S.F. I o
EXISTING HOUSE: 1561.3 S.F. I m Nw o
EXISTING POOL: 512 S.F. I I o TIDAL WETLAND BOUNDARY CD f o
EXISTING WEST DECK: 159 S.F. z AS DELINEATED BY
EX. SUNROOM: 171.6 S.F. ) NAVD�38 EL 10 DWELLINGS
o EN-CONSULTANTS � PROPOSED SILT FENCE W/PUBLIC WATER
EX. EAST PORCH: 59.4 S.F. 1 m C: NGVD 1 929 EL 10 NEW PROPOSED ALONG PROPOSED LIMITS 150'
EXISTING PATIO ON GRADE: 534 S.F. / I Oz / / 24AT2" WI E x11 DORMER OF DISTURBANCE 16,000 S.F. f LOT 7
EXISTING LOT COVERAGE: 2997.3 S.F. or 14.0% � ) Q N 79013'50" E 4 BEDROOMS TOTAL 245.00' MON.
Ld - - _ - CL 13.0
PROPOSED DETACHED GARAGE: 576 S.F. o Q , � HL ,,C 1 SILT FENCE 14
PROPOSED ADDITIONS: 170.4 S.F. o SILT FENCE TO BE x N DRY 1
PROPOSED SUNROOM: 209.8 S.F. o � INSTALLED ALONG TOP ;'� N� WELL/ I
.-. EX TING SEPTIC
OF BANK. % � AO 8'DIAx4'DEEP
PROPOSED EAST PORCH: 54.4 S.F. o y = TRELLIS _ To B ABANDONED Iz
PROPOSED 13.7'x15.3 SUNROOM w z o
PROPOSED SOUTH STOOP: 17 S.F. IN PLACE OF EXISTING SUNROOM I Q AND ACKFILLED
o o I WITH CLEAN C SE SAN
PROPOSED OUTDOOR SHOWER: 32 S.F. OVER AND WITHIN FOOTPRINT OF
o o ! 36.9' - - - - - - 122.6- - - - - - - - - - - w.M. _ ��
EXISTING DECK TO REMAIN w o a m
PROPOSED PATIO ON GRADE: 360 S.F. o z o WOOD BILco z EXISTING WATER SERVICE �- Q
EXISTING SUNROOM TO REMOVE: -171.6 S.F. �- Q -� DECK -- EXISTING ROOF
EX. DECK DEDUCT FOR NEW SUNROOM: -49.6 S.F. APPROX. 84 S.F. PORTION o o ^ / 38, _ o TO BE REBUILT
8'DIAx5'DEE �-
EAST PORCH TO REMOVE: -59.4 S.F. OF EXISTING DECK(TO REMAIN) z CO ,, 709 S.F. LOT 8 o
TO BE RE-DECKED: 4'x2.8' STEPS TO BE - ' o N o k 13.2' EXISTING M. N 1 8'MIN o 4? Q
\Y
o I m EXISTING. L.P. E P F� a
REMOVED AND REPLACED. I NG / EW
.-� <,- h �, W j �� � �i SUN � � `�V �.. w I
PROPOSED COVERAGE: 4136.3 S.F. or 19.3% ROO,U #290 CLEANOUT w_ � � o o
d- o oX FFL 12.6 �%
PROPOSED ASPHALT DRIVEWAY; 2700 S.F. or 12.6% o 1 0 a a co I Tap EL 13.1 PROP. o tTl Q
' ONk F
o
a zEXISTING 413.611 ANEW P OPOSED L.P. PROPOSED
4'x1 6' COVEREDPORCH REPLACED T
3 \ 1 STY. ADDITION o PORCH S g'MIN 4 BEDROOM50 GAS.T.TEM I rT, W �n
16.0' • o a (2)8'DIAx6'DEEP L.P. d
I � �� i
EXISTING 8.0' �
a GARAGE TO PROPOSED 8'x14.5' 24.0'
o • o
w 0 2 BE CONVER D `1 STORY ADDITION I r,
zo TO LIVING SP `* PROPOSED !�
�8'DIAxS' EEP ' a FOUNDATION I
FL�,
FLOAT RAMP CATWALK EL 6.8 I i I M o Xz o 35.0' POOL EOP,X �l LOCATION
�, - w� 00 l ® b 03/11/19 8'DIAx3'DEEP
I 1.\ o I o ' \ ROPOSED oVERNE4D WAR PROPOSED N TOP FND 13.4 `WE L O
LU i X ISTOOP DRY TDOOR� o
PROPOSES WER ESI UNDERGROUND i
� 40.0'
W
BOO'± 1 �•� 15'x3.4' WELL,,LLx8' • PROPANE TANK
o PROP. ASPHALT DRIVEWAY
d'
m I I 8'DIAx4' E, jp o _ OVERHEAD WIRES _ U.P.
L'im \ I L U.P. -
_ _ ___ _ CL 12.7
1.0'S 0.6'S 4' TOC F NC MO FENCE 1
� L- WOOD RAIL FENCE ALONG LINE
Q 1 S 79013'50" W DWELLINGS PROPOSED 245.00' 3.7'E
c9 � GENERATOR
I 1 PROPOSED ON GRADE W/PUBLIC WATER
NOTE: ELEVATIONS SEAWARD OF THE I 1 ��� (18'x20' PATIO EXPANSION PROPOSED 150 DRAINAGE CALCULATIONS: LOT 9
TIDAL WETLAND BOUNDARY ARE IN FIRM ZONE BOUNDARY------I y
MLLW 0.00 DATUM. (INCLUDING CATWALK) EXISTING 534 SF ON-GRADE MASONRY POOL DRYWELL 1
PROPOS D 5' WIDE PORTION OF NON-TURF EXISTING FENCE POOL PA'-10 TO BE REMOVED AND A) PROPOSED FOOTPRINT W/SUNROOM=2,015 SQ.FT.
BU�ER TO BE PLANTED WITH NATIVE TO BE REMOVED REPLACED (IN-PLACE) WITH NEW 2,015 x 0.166=335cf REQUIRED
VEGETATION, INCLUDING BUT NOT LIMITED TO BEARBERRY, ON-GRADE MASORY PATIO (2) 8'DIA x 4' DEEP DRYWELLS=353cf PROVIDED
LITTLE BLUESTEM, �WITCHGRASS AND NORTHERN BAYBERRY. -
(OUTDOOR SHOWER TO BE PLUMBED TO DRYWELL)
ELEV. 13. 1 B) PROPOSED DETACHED GARAGE=576 SQ.FT.
576 x 0.166=96cf REQUIRED
LIMIT OF PROPOSED 10' WIDE NON-TURF BUFFER OL I TOPSOIL 0.4' (1) B'DIA x 3' DEEP DRYWELL=133cf PROVIDED
NO FILL TO BE PLACED IN 10' WIDE NON-TURF BUFFER C) PROPOSED ASPHALT DRIVEWAY=2,700 SQ.FT.
2,700 x 0.166=440cf
(2) 8'DIA x 5' DEEP DRYWELL= 440cf PROVIDED UNDER CONSTRUCTION UPDATE 03-11-19
IOL LOAMY SAND 1 1 REVISED 10-31-18
Q BROWN FEMA PANEL #36103C0164H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
I SM LOAMY SAND 2.9' LOCA PONS SHOWN ARE FROM FIELD OBSERVATIONS
UPLAND AREA: 21 ,400 S.F. o r 0.49 ACRES AND OR DATA OBTAINED FROM OTHERS.
FLOAT RAMP
AREA: 24,500.00 SQ.FT. or 0.56 ACRES ELEVATION DATUM: NAVDBB ----------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
CATWALK PALE MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
I
BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SP ' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
MEDIUM 7'6 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
C
SAND NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
(��� LEGEND AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
' \� D I EL 1 . 1 SURVEY OF: LOT 8 CERTIFIED TO: MATTHEW MIRONOV;
PROPOSED SILT FENCE HIGHEST GROUNDWATER WATER MAP OF: SUNNY SHORES
MAR 1 3 2019 0 � � � SW FIN ALE 5.0' FILED: AUGUST 30, 1960 No.3231
PROPOSED 4' HIGH POOLX
XENCLOSURE FENCE MEDIUM SITUATED AT: CUTCHOGUE
TOWY OF WOESOU'Trc a� SAND TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING PLLC
:a: 17.0'
FEB. 28, 2018 SUFFOLK COUNTY, NEW YORK � Professional Land Surveying and Design' f P.O. Box 153 Aquebogue, New York 11931
K. WO"CHUK LS PHONE (831)298-1588 FAX (631) 298-1588
FILE # 18-21 SCALE: 1 "=20' DATE: FEB. 28, 2018
N.Y.S. LISC. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
REVISIONS
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JOB M
Monday,October 21,201
SHEET NUMBER:
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00
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0�`t� �o / REVISIONS
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APPROVED AS NOTED tt Stade- Yard, Se-{r-�- E M O R Y ROAD D F((�I Q�[
DATE:� B.P.# D
TIDAL WETLAND BOUNDARY
FEE: - BY: AS DELINEATED BY
EN-CONSULTANTS OJlliV 1 A 1,1 3 1 201 n
NOTIFY BUILDING DEPARTMENT AT FIRM ZONE O i IJ
LIMIT OF MODERATE WAVE BOUNDARY
765-1802 8 AM TO 4 PM FOR THE G
ACTON BOUNDARY / / / � PROPOSED 4'HIGH FENCE DWELLINGS
FOLLOWING INSPECTIONS: o ' „ w/SELF-CLOSING,LOCKING W/PUBLICWATER 245.0, N I Y®� � s�'fl�3'TiLv,'�
1. FOUNDATION - TWO REQUIRED N 7901 5 A Cb GATES ALONG EL.9 150, 1
FOR POURED CONCRETE _ 14/ 1
2. ROUGH - FRAMING & PLUMBING MpIN.8'diaX3'deep I 066004��
3. INSULATION I •IRM ZONE X _ / `R WELL. 26 CFN I I u'
4. FINAL - CONSTRUCTION MUST _ / N - - - - i I 0 1 0
BE COMPLETE FOR C.O. O 1� N N
I
ALL CONSTRUCTION SHALL MEET THE O ,� T�ELuS -� a -___ _____ __ _ _ _ _ _ _ _ _ _ _ _ O I
z O
REQUIREMENTS OF THE CODES OF NEW 0 ` ° / // , L �,
YORK STATE. NOT RESPONSIBLE FOR r-- i / 122. ' _ _ _ _
DESIGN OR CONSTRUCTION ERRORS. =' I / � � e i �,
\ \\' \\\ - - - - - - - - - - - - - - - - - - - -WATERS RVI- - - - - - - - - - -
\ Z _
/ 15.3' \ \\\0.00F AREA 660 SF O m
\ 100%RUNOFF.2/HR:IIO CF
p1 z
FIRM ZONE a X3.0' ([�ECK/SUNR \� \ PROPOSED ASPHAL M
AE(EL 7) 00, \\ \ 60 O - m
13.5' g (EXIST.13 N DRIVEWAY N
3 '0 l TO O %`( / \ TOA EA:4500 SQ.FT. Z 01 tM
EUGENE S \��\\\\\ EXISTING O< „I M
PROPOSED 13.7'X15.3' ENCE ie m 100%RUNO "/HR:752 CF / \ ee U 1�
SUNROOM uV, Z 1 1/2 STY HOUSE i Z . '0 N
o N - ♦ / I I z- a.e y I F-�i M
CREEK w � , \ _ \ o mI w � M � tt
11 ^6 ( 0 13.6' I I 0 M V
LO - .....
MI .10'dia X 6'deep
b.5' - \ - FLAGPOLE - DRYW LLw/CATCH IN 171 .°o'a r"
TO EX.DECK N A' S� \ Z I i7 •Y" U Z Ef')
/ N PRCI\POS D IS / ♦ OLE 41 CF CAP Z
/ -N 10.3' j �'� co `' PORC 2 MIN.8'dia X eeP O EL 13.1 :v oN s c-r
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EXISTING 25.8 SF ON-GRADE / \ DRYWELL,12 F m o
MASONRY POOL PATIO TO a -`,- 1=I,_�1�=--I„'1= -`nO,f. ; .°o,; A• I CAPACITY "
BEREMOVED _ -}0 --------- -------------------------------G -------------------------------------------------- ---------L ---------------------- - I n"1 � n
8'-6 x2'-0"x 4'0) I / \ r I U m
O EXISTING 4'X13.6' RCH i /,-• i/
40.0' O
REPLACED WITH I .AD(a11TION /i,;�� / /% \ / z
\��• 1 M ( '¢ 'a- •`/ I I � ��/����i;///., EXISTING
�✓ m I .w d i%/i PROPOSED 24'X2 T BE REM YED
p w
0.5' PROPOSED 8'X 14.5'� \ / /
CA G 4.0'TO FENCE ONE STORY ADDTIO"_ - -------- - ----�
0 5. - _ fi�T�l. GA R _ _ _ _
v .10'diaXrUdeeep L- - T-
I N .Z 1- �'� DR LLw/CATCH BASIN / I\ I j//; �!j/ \ T / MIN.rdk rdM OV
I O 4 O 8xFOUTDoo EQU P I SOIL 1L�
e.. e . w,` 412 CF CAP CITY , I �': ROOF AREA:784 (� DRYWE 169 OF
�uf EXISTING V_ SHOWER LO A 1 LOCATIOIII I / / CARACIFY
X 100%RUNOFF.2•/HR:31 CF I
IG POOL W X16"STEPS�' ! o / t/ I V /
Z
ZmrZ Py FP I1 1\1\ �I�� � -I•'YIR-,:\d.'if.esLC,4✓�+d\I -'_ ' F i / clV
DI\
�°V`5
O L, 69�
APAfY
800'+/- / ONCR
- - - X-
I
S ----- ----------------- G?
PO e _ _ _ _ __ _ - ILITYASH10.0'
IN.B'dPOLE HEDIE - POLE I z
.L7. RYWErr- - UO O
- CAPACITY
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1
� � PROPOSED 16'X20' lo0%RROF AREA:7.9 SF
urtoFF.2v HRa3t cF �
S 79013 5 6) 8 ON GRADE POOL 245.0
1 \ \ \ PATIO ADDITION
DWELLINGS
FIRM ZONE 1929 NGVD 10' W/PUBLIC WATER
BOUNDARY 150'
EXISTING 534 SF ON-GRADE MASONRY I
POOL PATIO TO BE REMOVED AND i ` '\I
REPLACED(IN-PLACE)WITH NEW e
ON-GRADE MASORY PATIO
Z W
H
COMPLY WITH ALL CODES OFHAY BALE OR�SILT FENCING
NEW YORK STATE & TOWN CODES OCCUPANCY 0�, LIMITS OF CLEARING TO BE O
USE I S UNI- A'� 1 I NO MORE THAN 20'FROM
AS REQUIRED AND CONDITIONS OF I DATA: SCTM # 1000-103-3-15 0
PROPOSED WORK AS
INDICATED ON SITE PLAN DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: 1--4
WITHOUT CERT(F����� �� Q
PROPERTY: 24,500 SQ.FT. .48 ACRES
�u v OARD OF OCCUPANCY
sow IIY I MffFC PROPERTY WETLANDS: 3,100 SQ.FT.
LLQ BUILDABLE LAND: 21,400 SQ.FT.
ESTIMATED AREA OF 16200 SQ.FT.
GROUND DISTURBANCE:
CATWALK r T,
SITE PLAN Q EXISTING HOUSE: 1,561.3 SQ,FT. 7.3% W
SCALE. 1" - 20'-0
F EXISTING WEST DECK: 122.0 SQ.FT. 0.6%
DRAINAGE INSPECTIONS ARE R71QUIRED EX.DECK DEDUCT FOR SUNROOM: -49.6 SQ.FL -0.2%
Contact TOS Engineering at 765-1560 before O
EX.SUNROOM TO REMOVE: (17/6SQ.FT) O
Backfill,OR Provide Engineer's Certification EL 13.1 W
that the been has drainage ^n installed to Code. 0.4' TOP SOIL EX.EAST PORCH TO REMOVE: (59.4 SQ.FT) -
� >
OL EXISTING POOL: 512.0 SQ.FT. 2.4% Q W
LOAMY SAND EXISTING PATIO ON GRADE: 130.OSQ.Fl: - -
W L
OL O W
�J W U'
DO NOT PROCEED WITH 2.9 BROWN LOAMY SAND PROPOSED ADDITIONS: 170.4 SQ.FT. 0.8% 25 CU.YD. 6 CU.YD. / m O
FRAMING UNTIL SURVEY - - - SM PROPOSED SUNROOM: 209.8 SQ.FT. 1.0% 2CU.YD. 1CU.YD. O-' C) U
All exterior lighting OF FOUNDATION LOCATION � I--
PROPOSED EAST PORCH: 54.4 SQ.FT. 0.3% 2 CU.YD. 1 CU.YD. N
installed,replaced or HAS Bcci'l APPROVED. �
PROPOSED SOUTH STOOP: 17.0 SQ.FT. 0.1% 1 CU.YD. 0.5 CU.YD.
repaired Shall conformmPALE BROWN MED.SAND
to Chapter 172
2 7 6SP PROPOSED OUTDOOR SHOWER: 32.0 SQ.FT. 0.1% 1 CU.YD. 0.5 CU.YD.
of the Town Code �c:fit PROPOSED PATIO ON GRADE: 130.OSQ.FT 1 CU.YD. 0.5 CU.YD.
�f..>.. '-
EL.1.1 �
PROPOSED ACCESSORY BUILDING: 576 SQ.FT. 2.7% 50 CU.YD. 10 CU.YD.
f i.~ DRAWN: MH/MS
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WATER IN PALE MED.SANDt�.
TRUSS PLACARDB�lG REQl1lRE® 5.0 SCALE: I/4"=1'-0"
W" ' r'' I f;
SW1" '
PROPOSED DRYWELLS: - 42 CU.YD. IS CU.YD. JOB#:
ELECTRICAL � "�'►'
17.a �.v. J' � ;• January 29,2019
INSPECTION REQUIRED
I'� SHEET e S NUMBER:
TOTAL- 3,986.7 SQ.FT. 15.1% 124 CU.YD. 37.5 CU.YD.
1 TEST HOLE DATA '` 'e�'a`� "w�
K.WOYCHUCK MEETS&BOUNDS BY: KENNETH WOYCHUCK LAND SURVEYING SURVEY DATE: 02/28/2018 _
DATE:02/28/2018
REVISIONS
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WEST ELEVATION NORTH ELEVATION ` , ' n � DRAWN: MH/MS
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SCALE: 1/4"=1'-0"
— — 1 JOB#'
_ SCALE: 1/411 - 1, SCALE: 1/4" - 1 January 15,2019
SHEET NUMBER:
A� I
REVISIONS
A A
23'-9" 23'-9"
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PROJECT NORTH FLOOR PLANE PROJECT NORTH FLOOR PLAN _ , w
S SCALE: 1/4" = 1' SCALE. 1/411 - 1
1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES
TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS
1. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. SILL GASKET. W
2. PLATE HEIGHT AT 9'-0"OVER 2X6 ACQ SILL PLATE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON >
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT G-0"O.C.AND WA 1'-0"OF CORNERS,
3. SILL PLATE TO BE INSTALLED OVER TERMITE SHIELD,SILL SEAL PER CODE. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A Z
3).4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC OVER 2"(MIN) MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SAND ON 6"GRAVEL SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. W W
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE O M Z)
5. PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. REBARTO BE INSTALLED AT WALL 8 16-OC,INTO SLAB AND DOOR APRON. W O
UNLESS OTHERWISE NOTED.OPENINGS TO HAVE 2 JACK STUDS ON Co
EACH SIDE OF OPENING. 8. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH11��—�� O =
OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE,
250#CAPACITY. N
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DRAWN: MH/MS
SCALE: 1/4"=1'-0"
JOB#:
January 15,2019
SHEET NUMBER:
y`M ay7 M•
�'�0�.
REVISIONS
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Tym
FASnM SPACING:
1 I � I) I . 11 � � ! ' ! ; • T i l I i , i t
ANCHCft WrM ,r«BASED ANCHOR W"H woc
I I I I I ( ff S
WANQ' wI1N 66-«
s.tRem6leTrta6GTN
1 7/r AM PLYWOOD
SE"THM
I I 1 I I I I ' GRADE PLYWOOD TIS 1 I I
(AETERNATIVlvE:7,1BDs.8) .-------------------------
--------- ----------------------------------
Lit)
wlrmow SRLyr APARATED%"THINGLENM
GRADE RY
(ALTERNkTT�VE:7116-O5a) 1 i I I 1 I f ; ;
mlIj
, I � ) ► I ► f I
FASTENER TYPE: SPAf: 7%6sF02
DFn ( ' ( I I I ' ( I ; 1 I ; �/ Ln '^y
I I l I N� t�
2h.E 6m« I I �, 1 •I I I •� I \ r I ' I ; I 1 ; M
TYPICAL WINDOW OPENING Mw ITT
SASMWO0o- ► ( ' ( /� ► '
PANEL SPAN EQUAL OR SMALLER ^i ANCHOR WTTHtr« ' 1 ( ► Ti
BASIDANCHORWITH 16*OC ci d Ln
THAN 4 FEET I I` 12
TYPICAL DOOR OPENING MRTIRFPLYWOOD A4EN8JES FASTENER TYPE. swan:
PANEL SPAN GREATER THAN 4 FEET 2-2VA DFtz snus mrRBT® No.B W000sOAEW
AND EQUAL OR SMALLER OR�vmn WITH W1W,� BASED ANCHOR WnH roc
M
THAN 6 FEET AND Ears o r-v O.C. a,E e®"Brr Mam t , 1 , b
Nw 10 WO0b5ORY5 i ' ' 1 p6
TYPICAL MULTIPLE OPENINGS "'�ArvQ1O1 URO 40C
m EfeE06B6i IHK'fN
PANEL SPAN GREATER THAN 6 FEET 114h,,,dkL tAGSOIEW
AND EQUAL OR SMALLER RASED ANORTR WRH 16•DC
THAN 8 FEETQ�'�r 'N
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL '
t ' ' t
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" t ; 2X10 DF#2 RIDGE
AND MA)OMUM PANEL SPAN OF 8 FEET SHALL BE PERM}T1ED 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 1609AA OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SU% MION 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.SHLIf7ERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
' I 1
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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2X6 COLLAR TIE "OC r
•---------- ---------------- -----------------------------------------�
48 _ - --_
2X4 HANGER 2X4 HANGER
@16"OC @16-OC
2X4 2X4 A
STRONGBACKXj
STRONGBACK _
I 2X10 DF#2 CJ @16-OC I I -
- - -— N
16"OH 00 E PROJECT NORTH ROOF .PLAN �
S SCALE: 1/4" = 1 t
0 0
W > w
I 1/24SHEADTHING 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 6. USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.WALL Q Z
0) SIDING PER OWNER 2. 2X4 HANGERS TO BE INSTALLED AT EACH JOIST(6'IN FROM EXT.WALLS). 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING w
w/UNDERLAYMENT0 m
2X6 ACQ SILL PLATE REINFORCE CEILING w/2X4 STRONGBACK MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
TERMITE SHIELD UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THELu 0
SILL SEAL (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS m 0
O V
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. O
PER CODE. 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. CA
USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT CV
, , 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. �� V
4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC • 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT
OVER 2"(MIN)SAND ON 6"GRAVEL SLOPE TOP OF SLAB TODIRECTLY TO THE DECK ALONG EAVES. CUTTING INTO SHINGLE SURFACE.
O OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" > 8"PC WALL
'~ DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE '~ 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
—- -— , s INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON.
16"X8"FTG.
(2)#5REBAR
¢� mq, ;rte Cog` DRAWN: MH/MS
SECTION A-A , :��' SCALE 1/4"=1'-0"
. G JOB#..
SCALE: 1/4" = 1' v ; January
SHEET S�2NUMBER:
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
• ENDWALL RAFTER
• WALL STUD
. CRIPPLE STUD
BOTTOM PLATE
RIDGE LEDGER BATHTUB v
' HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
o
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON EALLOPENINGS
TION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 PENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER e-i
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N
THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC 7
V
WALL STUD
THROUGH-ROOF EXHAUST +N+\ a
VENTS SELECTED AND
LOCATED BY CONTRACTOR w
METAL STRAP U Z
RIM BOARD VENTILATION CHANNEL V c
RAFTER AS REQUIRED \� CZt
.1 O
SILL PLATE(S) RAFTERS MAINTAIN w n
. . . . . . . ` VENTILATION U •��
WOOD JOIST � M
BLOCKING
s
FOUNDATION TOP PLATE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA Q
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ri
INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS i OPENINGS OF V4 INCH IN DIMENSION.
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPUCATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS CONNECT TO
ON ALL OPENINGS ^: 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER
ON ALL OPENINGS
i
2ND. FL R WALL
W �
RAFTER ` v
WOOD JOIST Z,
TOP PLATE
GIRDER/HEADER W U
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O
INSTALL 4'0" O.C.
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q
ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. V
INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD
SILL GASKET r r—
' I
TYP. CONC. FOUNDATION ^ CONC. SLAB
1
DAMPPROOF EXTERIOR 6 MIL. POLY • V31
GRANULAR FILL
6MIL POLY ON EXTERIOR V
• V STEEL COLUMN '
1
O d•• 1� T^
t v ANCHOR BOLT EMBEDMENT:
CONC. SLAB
e•° ( � �•A POURED CONCRETE: 7"
COMPACT FILL �► • BLOCK WALL:* 15" %% (�
V • d 0 .• , •rJ N
KEYWAYFOOTING e ° A p CONC. FTG. p Q p ►' LL
• e USE WITH 3x3 SQUARE WASHERS
ANCHOR BOLT CONNECTION �`, O W 0
(USP 8OR BP583)
� REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5//8"" DI DIA. ANCHOR BOLT I I 1�
DRAIN TILE i p SUPPORTING MAXIMUM SPACING , W
SILL PLATE TO FOUNDATION 1 STORY 72" OC Z
CRAWL SPACE OR OUNDATION W
SILL PLATE TO FOUNDATION W W
TYPICAL CONC.NEEDED
FOUNDATION, APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAWL PA E f NDATI N 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. m
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC W 0
B- N-GRAD
O =
SUBFLOOR O 0
CONC. SLAB DOOR FRAME N
6X616/10 FILL
1 DOORGARAGE -A G JOIST V
COMPACT LL
1 I USE 2X8 STEEL BEAM
, 1"N
FOR BLOC KOUT
4" SLAB :f _ '
. bs
h� W/ 6X6 WMM \ SLOPE
P.T. PLATE
�" `�, < 1 : 4"DRIVEWAY (WITH A NAILING NPLATEUIFTNEED D) ,/� y 9 A
'� /fes f ark
• per. a ,� 7 1 2" •••: • .• :� •�• '• TO BE APROX. 1/2" OR HIGHER THAN ,�:7 ' ��"" �! •,
, n4 p 10 STEEL BEAM TO ALLOW FOR SHRINKAGElY
AD s as4 A-a�s--v-'' • e • a •' d e O t •°O e••O-'• • ' (PROVIDE STRAPPING TO KEEP JOISTS ALIG?JEO) DRAWN: MH/MS
i 6X6 W.W.M. _ _ _ „
12" 1 • d ' C • d '�. ►' °O •0 — f.,i a' l r
a . o o eL r'. �;.
a. s • • �� 1 + • „ ► �,, ,e �i _ SCALE: 1/4 1-0
MIN. ( ii•e .4•a A• I`
4M d REINFORCING BAR i :. O ►. ► • II—II t. ' ST !•<A aLi•'f y JOB#:
DRAIN TLE I*� O REINFORCING BAR A • : e.°O••'e�° — Q E r Tib
I 4
1z -• 11 � u ) January 15,2019
fn
(BOLT y 9.1 SHEET NUMBER:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °• + � x>^" �;
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �-� C'" n'I;, ✓
GARAGE DOOR BLOCKOUT
- -4
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL•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 framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH 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'WALL 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 PER 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 WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
� . ..
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 WFCM SBC END NAIL
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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40
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
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 200 N
QTY. SPACING m
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
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 (,
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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
FOUNDATION D
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE ROOF- DETAIL PAGE&GENERAL NOTE PAGE
!r
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 '� ova „ LO
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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 SPUD 2-16d COMMON 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 y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 5--
7).
'y
" HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
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 � �' � •� r`"'.
HEADER ALONG EDGES NAIL
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
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION Ci e
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL r7 ENERGY CALCULATIONS 2015 IECC
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type requirements appropriate BOTTOM PLATE TO:
T II exterior shearwalls shall meet there urrements of table 3.15a-b times the ro nate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a
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
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
P
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES -
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER {-8d COMMON JOIST NAIL 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 to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 rebar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 3000 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
8 P• TO END NAIL @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS w
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 COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. )
" anchored on to of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6 maximum lifts(layers). P P 8 W
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.0 8d COMMON @ 470.C. SEE NOTES:
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL C)
JOIST ON LEDGER PER TOE NOTES Z
TO BEAM
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: 3-8d COMMON
JOIST NAIL 0
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. `./
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinlzed or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL1-1 U
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST LAT 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
SILL OR TOP PLAT
Girders on concrete piers shall be anchored with proper steel connectors anchored E FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
• For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Q•1
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O O
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Fit U
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d ASPER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. QI
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 'OVFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
NAiL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING " SEE NOTES:1,3(BOTH FIELDS)
4 EDGE ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12"O.C.
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade.
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 NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams headers to be installed with heavy duty galvanized hangers and
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMNON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMNO 3"O.C.EDGE V 1
P j P j g g P PLYWOOD 6"O.C.FIELD 2 Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
6.Double u floor oasts under walls that run parallel to the floor oast and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential )• P g g g Y
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 10"O.0.FIELD O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. j >_other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION W
8).Dormer running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Z
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W Z
8d COMMO "
1"OR LESS 12 O.C.FIELD
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED O m D
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W 0
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. m O
requirements. Fireblockin shall be r O C:)
U
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g provided in wood-frame construction in the following locations.need
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 0
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor N
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be frreblocked at intervals not exceeding 10 �( V
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel e.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed
3).HVAC subcontractor to provide final system layout drawing and submit it to the General P �g g g g ..
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. _
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished Floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
over subFloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings.
1).All electrical to be installed as per N.Y.S.Residential Construction Code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathingis continuous over connected 3).In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces k ,
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.
members,the tabulated number of nails shall be permitted under stairs shall comply with Section 11314.8,N.Y.S.Residential Code. i _, i DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. t ;;g;r,;c i'14
3).All electrical work to comply with 2014 NEC. ,w .r ? a SCALE: 1/4"=1'-0"
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or . 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage ofu
`�='
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detector SOiL COMPACTION: flame and products of combustion. JOB#:throughout as per section 11314 P � �
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR t, �, � ?' January 15,2019
5).For the fireblockin of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. z1
EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL ) g P SHEET NUMBER:
16).All sill plates and wood in contact with concrete to be pressure treated.Sita plates to OR APPROVED EQUAL INSTALL WITH CAP 5.7 SQ.FT.2ND.FLOOR REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ( )
AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2),COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR
COVER TOP DDISITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE NOTE:
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�S
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.