HomeMy WebLinkAbout43294-Z Town of Southold 5/21/2019
P.O.Box 1179
o -
�" 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40396 Date: 5/21/2019
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 275 Alois Ln, Mattituck
SCTM#: 473889 Sec/Block/Lot: 123.-6-4.7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1,1/27/2018 pursuant to which Building Permit No. 43294 dated 12/11/2018
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 Hough,Timothy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
MthoSignature
��o�sUt,rc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
*K£
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#: 43294 Date: 12/11/2018
Permission is hereby granted to:
Hough, Timothy
PO BOX 293
Mattituck, NY 11952
To: construct accessory garage as applied for.
At premises located at:
275 Alois Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 123.-6-4.7
Pursuant to application dated 11/27/2018 and approved by the Building Inspector.
To expire on 6/11/2020.
Fees:
ACCESSORY $412.00
CO -ACCESSORY BUILDING $50.00
Total: $462.00
Building Inspector
�pF SOUL
y��o
# TOWN OF SOUTHOLD BUILDING DEPT.
courme 765-1802
INSPECTION
[ ] F NDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REM�,ARKS:
n, %A �a h lqm 1-1k t;(+,
SVV V
DATE B INSPECTOR
�o,f SO(/l�°�
# TOWN OF SOUTHOLD BUILDING DEPT.
°`�couH►v N�' 765-1802
INSPECTION ' '
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[VI FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
�KMK 4A
DATE INSPECTOR
SOP SOGIyo
# # "TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ SULATION Q�
[ ] FRAMING /STRAPPING [V] FINAL
[ ] Atz-
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
Y
DATE INSPECTOR
FSU
0 GTyolo
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm a�' 765-1802
INSPECTION -
FOUNDATION
1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [)ASULATTII,O/N
FRAMING /STRAPPING [ FINAL n " - &"�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: 6Aju f
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DATE ► INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST)
--------------------------------------
'FOUNDATION
-----------------------------------'FOUNDATION (2ND)
ROUGH FRAMING&
PLUMBING ® y d
INSULATION PER N.Y-. y
STATE ENERGY CODE
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FINAL �� Afi r�)
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ADDMO14AL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying9
TOWN HALL Board of Health
4 SO154-HOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802I !' Planning Board approval
FAX:(631)765-9502 1 ��►�/ Survey
SoutholdTown.NorthFork.net PERMIT NO. { Check
Septic Form
N Y S.D.E C.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact:
Approved 20 Mail to
Disapproved a/c
Phone:
Expiration
#V- in pector
nD R 3
D
NOV 2 7 2018
APPLICATION FOR BUILDING PERMHT
q G
Date I" r I 20 1 U
INSTRUCTIONS
BUILDENG,G, be completely filled in by typewriter or in mk and submitted to the Building Inspector with 4
+s V�� a DEFT-
Pip pan
o scale.Fee according to schedule.
b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or pubhc 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 apphcation,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 pemut 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,Ordmances 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,agent,architect,engineer,general contractor,electrician,plumber or builder
17c51 (I--
Name of owner of premises D'ua, 1
(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 Location odl?hich � od work ill b� tr0S �
House Number Street
n I^ G
i��Hamlet [�—•
County Tax Map No. 1000 Section I a 2> Block 1!'--Lot 7' /
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intendqtpse and occupancy of proposed construction:
Oa. Existing use and occupancy S I rt ( r(e S)J24-C'e'
b. Intended use and occupancy t✓/ / �
3. Nature of work(check which applicable):New Building t/ 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,commercial or mixed occupancy,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 Rear
Depth Height Number of Stories
8. Dimensions of egtie n w,,c n ction:Front a ear a 6D r Depth 30
Height I - —Number of Stories �'Z-
a
9. Size of lot:Front 14
`q, Ream/ Depth O
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated 9 - 40
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
14 Names of Owner of premises �'1 Address 44&9 ' Phone No.
Name of Architect v Address Z-Phone No
Name of Contractor `I-,1:�'•la• Address Phone No.
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 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 NOy
*IF YES,PROVIDE A COPY. CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6155050
COUNTY OFA Qualified in Suifollc county ]
¢ �� commission Expires ApO 14.
(SCA, '.
m� I j�(1WV ey being duly sworn,deposes and says that(s)he is the applicant
(Name of indtvidual signing contr t)above named,
(S)He is the be,' ),%,�
(Contractor,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 m the application filed therewith
tq-to before me 1
day of 20`�
Notary Public gignatuAjdApplicant
Scott A. Russell °5" '� ST01KMWA TIER.
UPERIWOR �T ( �T
s I��1[A\lam A\G�IEA�J[lEl�T
SOUTHOLD TOWN HALL-P.O.Box 1179
g
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
01
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
N O V 2 8 2018 ( TO BE COMPLETED BY THE APPLICANT )
DOES TRIS PROJECT, INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
❑[5 A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑QNB. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[3"C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
[][30'6. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑Lr
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
P❑ 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 i Complete the Applicant section below with your Name,
signature, Contact Information, Date & County Tag Map Number! Chapter 236 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 Plan
and a completed Check List Form to the Building Department witFyour Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. g: 1000 Date
00L �,• ' I 1DistrictNAME V1 `fJW jz `�7
Section Block Lot
--y-""" &�,
��- ��I ****FOR BUILDING DEPARTMENT USE ONLY "
Contact Inforcratioa n—_
Reviewed By: ^`p
— — — — — — — — — — — —
— — — Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
a7 S Al 'o I S L-4 IAA El Stormwater Management Control Plan Not Required.
�T V( Stormwater Management Control Plan is Required
® (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
APPLICANT: S.C.T.M.# 1000
(Property Owner,Design Professional,Agent,Contractor,Other) — D— Oss a CHAPTER 236
� 11 �a 3 to .-7 Stormwater Management Control Plan CHECK LIST
j
AME, I a Vt cm �`'w section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Nim I
Date: * The applicant must provide a Complete Explanation and/or Reason for not providing
' 3R'LI I-f q, �p � all Information that has been Required by the following Checklist!
ignatwt TdapMm
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST O If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: YE NNA If you need additional room for explanations,Please Provide additional Paper.
a. Location& Description of Property Boundaries
b. Total Site Acreage.
c. Existing-Natural &Man Made Features within 500 L.F.
of the Site Boundary as required by§236-i7(C)(21.
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 o:
e. Limits of Clearing & Area of Proposed Land Disturbance. 0Slid! Include u not a invited to:
f. Existing&Proposed Contours of the Site (Minimum z Intervals we maintained Construction Entrance
g. Location of all existing& proposed structures, roads, Wire Backed Silt Fencing, stabilization
driveways,sidewalks, drainage improvements&utilities. Seeding of exposed and/or inactive
h. Spot Grades& Finish Floor Elevations for all existing& 0
proposed structures.
I. Location of proposed Swimming Pool and discharge ring.
j. Location of proposed Soil Stockpile Area(s). DRAINAGF INSPECTIONS ARE RE(JUINLO
k. Location of proposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s). 0 - ti ore
m. Location of all proposed erosion&sediment control measures. OR Provide�hat the di ail n i 5 lied Io Cod
2. Stormwater Management Control Plan must include Calculations showing s been installed to Code.
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
r--1
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.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. .infiltration basins swales etc.) F 111 11r
**** FOR ENGINEERIN PART SE ONLY*°'°� '` °' ;' ' ' j
Additional Information is Required.
Reviewed& - ! Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date: ? 3 /S ! SMCP has been approved by the Engineering Department.
FORM * SWCP CVeck List-TOS MAY 2014
� o
Town Hall AnnexQTelephone(631)765-1802
54375 Main RoadFax(631)765-9502
P.O. Box 1179 W*
Southold, NY 11971-0959 ,
BUILDING DEPARTMENT
NOTICE OF--UTILIZATION OF TRUSS TYPE-;CONSTRUCTION,,PRE-ENGINEERED
- WOOD CONSTRUCTION AN®/OR TIMBER CONSTRUCTION
Date: I 1°!- I
Owner: -40 U4 ---
Location of Property:.__
Please take notice that the (check applicable line):
d✓ 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)
Floor and roof framing (FR)
r,
6
Signature: _ __ --- --
Name (person submitting this form):-- !�-kMU4 -
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
S.C.T.M.NO. DISTRICT.1000 SECTION:l23 BLOCK:6 LOT(S):4.7
a
LAND DN/F LAND NIF
OF
NANCY JEAN REEVE SUSAN NORRIS
S86e34'20"E L 198.03'
ON. YON. X
N
NOEL B3
PROPOSED W
25'eW .IO
ra 2
m SD S
N
W
&e 8.L
119' S7ID m '�57{Ep
WOOD
N
-DECK WOOD �
Za lzw a
O }
00-d
OELK OONC �' =u10:
' pOQ
51-T
WISED
a y
ccN
DWELLM
Q
1275
W2 CAR
C Ip 73.7• 5t3' GkRAW
73.6'
R: LNYC OONC.APRON tY OVLRN=
e
— — OYFI✓t¢Ap tVV�S
V 157.65"
NB5e38'10"W 198.00'
EDGE OF PAVEliWf
ALOIS LANE
7HE WA7FR SUPPLY, WELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM F1ELD OBSERVAROIS
AND OR DATA OBTAINED FROM 07HERS:
AREA:36,076.25 SQ.FT. or 0.83 ACRES ELEVARON DA7UM:
UNAU7HOR17ED ALTERA77ON OR ADOlRON TD THIS SURVEY 1S A WOLA770M OF SEC710N 7209 OF 7H£NEW YORK STA7E fDl/CAT, LAW. COp/ES OF THIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES lNOICAlED HEREON SHALL RUN
ONLY TO 771E PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO 7HE 177LE COMPANY, c0VLFNMENTAL AGENCY AND LENDING INSnn1nON
LISTID HEREON• ANO TO THE ASSIGNEES OF THE LEND/NG/NSn7UR0N, GUARAN7EES ARE NOT IRANSFERABLE.
771£OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 771E EREC770N OF FEAICES; ADD/7EONAL STRUCTURES OR AND O7NER/MPROVI]V1EN75 EASEMENTS
AND/OR SUBSURFACE S7RUCYURES RECORDED OR UNRECORDED ARE NOT GUARAN7EF�UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: TIMOTHY HOUGH;
MAP OR WELLS FARGO BANK, N.A.;
FILED: EAGLE ABSTARCT CORP.;
SITUATED AT: MATTITUCK
TowN OF: SOUTHOLD REMOTH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK Land Surveying and Design
S P.O. Boa S. MatUtuck, New York, 11952
RLE#11-132 SCALE.:1"=30' DATE:DEC. 12, 2011 PHONE(831)298-1688 FAX(891)298-1588
N.Y.S DC NO.50427 —fat�inini the ceeocdn Of Robert L a®n-V
4......... .......7—
...........
HOUGH K- f, 51DENC 750 >'
EROSION &SEDIMENT CONTROLS
Z
Shall include but not be limiteiRcRO F 0 5
ED NEW GARAGE n 0
A well maintained Construction Entrance,
APPROVAL OF STO"'ATER MANAGEMENT Wire Backed Silt Fencing, stabilization & ILI
_W 63
Seeding of exposed and/or inactive soils. CONTROL L I Code t r 36
Date:
DRAINAGE INSPECTIONS ARE REQUIRED Approved y-
Contact TOS Engineering at 765-1560 before
Backfill, OR Provide Engineer's Certification
that t e drainage has been installed'to Code.
L I SITE PLAN
DRYWELL 2 SCALE:61-010 X 2'-0" DEEP 5CTM: 1000-1 23-G-4-7
0
Information taken from survey prepared by
51LT FENCEFTE = — -- Kenneth M. Woyc-huk, L.S. Mattituck, New York
— —21--P—P-O—TF- R'—
TO
5E INSTALLED PRIOR TO (EL 15 1) surveyed December 12, 201 1
THE START Of CONSTRUCTION
AROUND AREA Of NEW GARAGE -----_—I--_----- qpROPERTY AREAS: 3G,075 50[.ft.
Existing Lot area,-
EX15tincj House: 1354
Existing Dec-1<5: 385
Total Area: 1733 5il-ft.
Existing lot coverage: 4,52%
PRJOPOyi9ED NEW o Proposed New Area: 760 5cl,.ft
ARAJGq
501L STOCKPILE DURING
Combined Total Areas: 25 19 5Cl,.ft-
.. . . . . . . . . (SLAB EL�V- 11 G.95%
TOTAL LOT COVERAGE: 3
EXCAVATION � FOUNDATION -------
CONSTRUCTION. TO BE i. 4.3 Z
REDISTRIBUTED AROUND HO
UE f- I Area of Construction Includes: M
UPON APPROVAL,OVAL TO BACKFILL New Gara,5je
5c[-
...... . . . . . . . . . 4-�
Extent of Land Disturb
. . . . . ---------------- 0.
In 2 -0.� C)
C)
2
5, 100-5(51-ft.
TRENCH DRAIN
. . . . . . . . . . . . . . . . . . . . . . .
*TO BE CONTAINED FULLY BEHIND
SILT FENCING
TF-5T HOLE
6-0`0 x 5-0-'MEF
ROBERT KART
tu
TOP
501L
.5'
EXISTING
SANDY D
DECKS I LOAM
2'
U-j
>
SAND
LLJ
NEW GKA55
DIRT DKIVEW
EXISTING RAISED
RANCH TO REMAIN GK WATER 8'
SCTMVACANT
NO DISTRICT 1000 SECTION 123 BLOCK 6 LOT(S) 4 7 AGRICULTURAL
so'+ 511�111
LAND N/F _-km
OF LANOFN /F VACANT
4 - CkD,
NANCY JEAN REEVE 100' �
SUSAN NORRIS
DWELLING
W/PUBLIC WATER8 -10 —11 1
_- 150' 58634'20"E ❑2 9,N — —6 198.03' // / — -14
CX x
MON MSN / MON 0 2 W
/� � / / I �\ 0 3'S
\ �� U
� GENERAiOR , EL(12 5) EL(1 5)��\DRY WELL � /]
/ ENCLOSURE of / CL OUT 26 0' / Q'0x2'DEE Y O�
L100'_j z o
p] / PROPOSED / / o�\a \ z H
SHED
LOCATION (10) I I cIi
�EL(11 5
C) / / ~ rFOUNDATION
CC) / c� 20 (1 1) I MSN LOCATION o I > O
i / $ COVEEyy��E 04-01-19
/ Z ENTRIY GF ELEV 11 6 _
�i EL(12 ) EL(1`10)1
EL 1 ) 21 7' 0 6'W DWELLINGS
/ LO0 1 I W/PUBLIC WATER
DWELLINGS 6 / i / 2� 8 MIN JI TR NCIH DRAIN i \ 150'—
W/PUBLIC WATER — /�
f 150' 4'P
// // OOL FEN E EL(1 1 0) I
CONC � +
RET WALLS \
BRICK PATIO � 1 (/7� 14
z / I Z PROPOSED y
I I o0 0
139' 3 BEDROOM SYSTEM W WELL
0
o �o x N WOOD (3)8'Ox4'DEEP L P �'mx5'DEEP
< I I a d DECK 1000 GAL S T / , �yXP
I 12' / 0 � � 5
w g EL 12 0 p c3
\ w I BRICK PATIO 12 0' /
J_
zw< 'nWOOD pP �P� G�P� zw�
z p.d I DECK PRi O Q
Q z
Q 0
51 3' EL 72 2le
pp\ J¢
-16
Ld
Q I RAISED RANCH w[if1 d FIRM /DWELLING v J#275 3 Q
LOWER FLR EL 103
w2 CART
513' GARAGE
q o 73 1' 73 6'
O FRAME
,i CONC APRON SHEDS
0 1 2' ROOF OVE HANG TO BE RELOCATED
w FRAME ~
F_1 Z Co
O I o} w o SHED
O _ L 3 3 I I 10 0'EXISTING
� O
\`/SANITARY± ¢ O/RTisr
OVERHEAD WIRES ONF EL 121
UP P
y EL 9 5 EL 11 3
15785 I
N85038'10"'W ¢WM 198.00'
- EDGE OF PAVEMENT_
— — — — — — — — —I — — — — — — — — — — — —
WATER MAIN A]LOIS LANE
DWELLINGS
W/PUBLIC WATER
�—
150'—
C I LOCKING
COVER TO GRADE
L.1 ����\�+/ EL(I1 5)� EL(77 0) FINISH GRADE
'� �
DD z z
1'MIN-2'MAX g
ID
{\ 1/4"-FT 20"MI FT.�
U 1 i 6" COVER 1/8
6" COVER (9 5)
MAY 1 4 2019
INVERTS \-E-INVERT N
_ (10 0) (9 66) INVERT INVERT
-,vA�,1i°�r' 1 ,� ELEV. 12.0 (9 16) (9 08)
TOWN OF ®> OL TOP SOIL 0.8' FOUNDATION FLOW 8'0 3' COLLAR
WALL BAFFLE MIDI POOL CLEAN
BROWN COARSE
SM LOAMY SAND 2.8' 3'-7" 4 SAND &
TANK 3'MIN GRA VEL
TYPICAL CLEAN OUT USE 4" DIA APPROVED SEWER PIPE
MEDIUM 1500 GAL PRECAST S T
SLATE OR -� STOPPER END SP SAND 94 z (5 5)
SUITABLE COVER \ OR PLUG GRAVEL
WATER EL 1 0 HIGHEST EXPECTED GROUNDWATER ELEV 2 0
GROUNDWATER ELEV 10
30' ELBOW WATER IN
SW MEDIUM
60' WYE PALE
SAND
FLOW-0- 17' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
JAN s, zo1B 5, 201HUK LS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
K. AND OR DATA OBTAINED FROM OTHERS
AREA: 36,076.25 SQ.FT. or 0.83 ACRES ELEVATION DATUM NA----
-------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF DESCRIBED PROPERTY CERTIFIED TO. TIMOTHY HOUGH;
MAP OF- WELLS FARGO BANK, N.A.;
FILED. EAGLE ABSTARCT CORP.,
SITUATED AT MATTITUCK
TOWN of SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
� + + � P.O. Box 153 Aquebogue, New York 11931
FILEPHONE (631)298-1588 FAX (631) 298-1588
# 11-132 SCALE I"=30' DATE DEC. 12, 2011 NYS LISC NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
D HOUGHRE51DENCE
18-0 MAX. to C. PROP05ED NEW GARAGE y Z
N 4 Q z
rV
GRADE U_ ED
K U Q Y
Z n N ro
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SITE PLAN
DRYWELL 2
6-0"0 x 2'-0"DEEP SCALE- "= V-O"
b ( s'o 5CTM: 1000-123-G-4.7
(`.L s s) -_SILT FENCE SITE PRQTE=B_--P---_—__-- / Information taken from survey prepared by
0 o TO BL INSTALLED PRIOR TO h� Kenneth M.Woychuk,L5.Mattltuck,New York
_ THE START OF COI 15TRUCTION 20-O^ p 0 \(E_ Is 1) surveyed December 12,201
a AROUND AREA OF NEW GARAGE -_-----,- 'ti
P E RS P E CT I V E VIEW t PROPERTY AREAS:
I I I I Exlstmg Lot area: 36,075 sg.ft.
Existing House: 1354
! i I Exlstmg Decks: 385
i I I Total Area: 1739 5q.ft.
I I EX15tmg lot coverage.: 4.82%
:.: i PROPOED NEW I 4 6
' I GARAGH o Proposed New Area: 780 5q.ft
::•••501L 5TOCr,PILE DURING O i
3G" MINIMUM 2 X 2 {: EXCAVATIOII<FOUNDATION MAB ELEV. I Combined Total Areas: 25 19 sq.ft. L = O
1 TOTAL LOT COVERAGE: G.98%
CONSTRUCTION. TO BE I
FENCE POST ::: REDISTRIBUTED AROUND HOUSE I @ Vp
I i i Area of Construction Includes: 21 D 27
:•: UPON APPP,OVAL TO BACKFILL 1New Garage 5q.ft. Z O -, N
...........................
WOVEN WIRE FENCE 20`0" Extent of Land Disturbance:
--. .rReNcn°RnIN ----- 5,100 sq,.ft.
/
(G x G - 10/ 10 WWF) .... ( I 'TO BE CONTAINED FULLY BEHIND ~ N —
z I SILT FENCING
FILTER CLOTH N a'-a'0 x DR0110x 1
s'-O"DEEP TEST HOLE
O ROBERT KART
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TOP
ISOIL 5, Q
EXISTING Q
DECr,5 SANDY
EMBED FILTER CLOTH G�p� / LOAM LU
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MIN. G11 INTO GROUND z // 2
41
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NOTE: r�R EWA; z
MAXIMUM DRAINAGE AREA Ex15TINGRAISED
RANO TO REMREMAIN1/2 ACRE / 100 LINEAR FEET e
(1st FL aEV I5+/-) �� ` ..•r,.� GR.WATER 8'
APPROVED AS NOTED
SECTION DETAIL DATE:
JL� � B-P, 3
RUNOFF NOTE
Gutters continuously around,
FEE: f) Leader locations a5 per
( installer-all leaders drain to
NOTIFY �� 4"0 PVC pipe to new drywelb.
BUILDING DEFAR `E-T AT ROOF RUNOFF CALCULATIONS
SI LT FENCE DETAILS — NTS 76s-�so2
8 AM TO 4 PM 94 I x.167 x ZS= 1178 gallons of runoff
FOR THE @ I I,I'_0^x 8'-D"0 oapar..ty=300 gallons
FOLLOWING INSPECTIONS: I ff 300 n 3.9
t FOUNDATION - TWO 2)2'-0"J
rnmV0'
5 0 0grmgs OR equal N
0 REQUIRED (proNdeS 1200 total eapacitO) - m
FOR POURED CONCRETE GARAGE DA5F RUNOFF CALCULATIONS:
F 633 x.I G7 x 7.5=792 gallons of runoff ((�
ROUGH - FRAMING & PLUMBING
3. INSULATION EXISTING ASPHALT*STONE 7L 1 1 a) (1)I'-0"x 8'-O"0 Dopa ay=300 gallons
m 792 1300=2 G O
Runoff Containment Regmres. 0z
4. FINAL - CONSTRUCTION MUST FL. 5, DRIVEWAY ro REMAIN; 3 (l)3'-0"deep x b'-0"0 ring W y
COI I5TRUCTION TRUCKS, b (prooides 900 total-f—ty) W o
BE COMPLETE FOR C.O. EQUIPMENT,TOOL5, ETC.TO N o
ENTRANCE PROPERTY HERE. Y
ALL CONSTRUCTION SHALL MEET THE
CLEAN SAND SHOULDER REQUIREMENTS OF THE CODES OF NEW
AREA. TYPICAL EXISTING ASPHALT
N85°3B'10"N' 198 O' L1�J 3
DRIVEWAY SURFACE. YORK STATE. NOT RESPONSIBLE FOR � l
GRADE DESIGN OR CONSTRUCTION ERRORS. n�our�� Y c vo
II = -11 - Y
ALOIS LANE
u446,.-f
ROOF GUTTER,
HOUSE
00 0 °o D o � ° ° COMPLY WITH ALL CODES OF ( 'R
D D OgDCOD OOQ 4 o CLEAN GRAVEL FILL. NEW YORK Q �Gt v
0 STATE & TOWN CODES
® o� ° ° D AS REQUIRED AND LEADER
= 0 0 0 o a FILTER CLOTH CONDITIONS OF
DOD°o°a DO f) 0
° p D O O _ UNEXCAVATED SOIL ��7Ctf`gl� v]Rd Uj
d O a o o Q 6 FXTEN51ON Z(nn 0
V 0
D d°° BQARD GRADE
w �
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I�=IIIIIIlli1=_ = ELECTRICAL ®®_ I I LU }
u1uu>�- INSPECTION REQUIRED
®
FRENCH DRAIN DETAIL - NTS ®®®Fri® 10'-0O" MIN o
❑®®®® " I I
U
OCCUPANCY OR /RfCA5TD,ONCRETE ZQ
RING- z
® PTH CALCULATED TYPICAL LEADER ELEVATION/SECTION
Not to Scale
z AlNAGEINSPrcTIC3N.�"i ARE REQUIREQ USE IS UNLAWFUL ❑ RUPIOFF NOTE:
®
Contact TOS Engineering at 765.1560 before Gutters contlnuou5ly aroun ,
Leader locetlons as per
Backfill,OR Provide Engineer's Certification WITHOUT CERT(F(CTr
installer-all leaders drain to �^� NEW 1'O
( {.. CLEAN SAND R GRAVEL 4'0 PVC Alpe to new drywel `i. E
that the drainage has been installed to Code DEET
OF OCCUPANCY �c3V jos
DO NOT PROCEED WITH All exterior lighting TRUSS PLACARD."111G REQUIRED ';I w
FRAkIING UNTIL SURVEY installed,replaced or _,` _�
OF FOUNDATION LOCATION repaired shall conform ��, y o, ? o �, PAGE:
F �
HAS Si cid APPROVED. to Chapter 172 �'°R®FESS\
of the Town Code 5 I t e
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING A14D RELATED DOCUMENTS 15 A VIOLATION OF SEC.7209 OF THE N Y.5.EDUCATION LAW
U
o
, HOUGH RE51DENCE
PROPOSED NEW GARAGE w
onom
HARDIE BEVELED LAP SIDING
COLOR A5 5ELECTED
O �
ARCHITECTURAL ASPHALT =
ROOF SHINGLE N
SEAMLESS GUTTERS +' z
CONTINUOUSLY AROUND; Z Q N
LEADER LOCATIONS AS PER
INSTALLER cL p
1— N O
FASCIA$ VINYL VENTED
BEADED SOFFIT; OVERHANGS
2 2 I 2 I AS SHOWN ON PLAN
I"X 8" RIBBON BOARD; ALIGN Lu
WITH FASCIA U LLJ
HARDIE BOARD * BATTEN Q
SIDING ru
C Q
PROVIDE 4" X 4" CASINGS
WITH DRIP EDGE AROUND ALL
WINDOWS $ DOORS; LLI
WINDOWS TO RECEIVE 4"X 4" z
51LL (TYPICAL ALL)
I"X 10" RIBBON BOARD, w/ DRIP
CAP, RUNNING CONTINUOUSLY
_ •.4` - AROUND STRUCTURE, ABOVE
FOUNDATION LL1
10" POURED CONCRETE
RETAINING WALLS, EITHER SID` 0
OF GARAGE OPENING
LL
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FRONT ELEVATION Q
SCALE: 4" = 1 '-0"
CEI ING/CRO55 TIES
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'APFROX. SLOPE t O
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RIGHT 51DE ELEVATION F NEl1'Yn
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SCALE: = I -0" � o`��"
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�OFFSS\0�
UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7200 Of THE N.Y.S. EDUCATION LAW
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SCALE: 4" = I '-0" F N E W
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PAGE:
F�AV�^72 O �_
RnFESS1 �P
UNAUTHORIZED
ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUM NTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
L
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FOUNDATION LEGEND: o PROVIDE 5IMP50N HDU SERIES F— N 7 —
— — 8" POURED CONCRETE I � HOLDDOWN ANCHORS AT ALL
CORNERS THROUGHOUT
FOUNDATION WALL I)
WITH 1'-4"X 8" FOOTING; W
DIAMETER ANCHOR BOLTS
MIN. 3'-O" BELOW GRADE 8" =
W/ 7" MIN. DEPTH @ 48" O.C. U LLJ
10" POURED CONCRETE A N W/ MIN. 3"X3"A" WASHER @ PLATE Q
RETAINING WALL w/ 12" x 3G" N I Lu
F—
FOOTING 3'-0" BELOW GRADE;
HEIGHT * LENGTH AS DETERMINED 8" POURED CONCRETE
IN FIELD BA5ED ON GRADE 3 L' DIAMETER STRUCTURAL 3,_9 FOUNDATION WALL W/ W
2 1'-4"X 8" d. FTG.; I OV.
STEEL COLUMN BURIED IN 2- #4 REBAR IN FOOTING z
(TYPICAL ALL AREAS)
CONCRETE FOOTMG (TYP.) I
O
DAMP PROOF PERIMETER
POURED CONCRETE ENTRY L OF FOUNDATION WALL
STOOP ! (CONTINUOUS AROUND ALL AREAS)
BRING FILL UP A5 REQUIRED
TO LEVEL GRADE UNDER NEW I I m
STOOP; COMPACT ACCORDINGLY GARAGE N
BEFORE POURING SLAB I I I I 0 m
I 4" POURED CONCRETE SLAB ecrloN 0 —
secTION ON COMPACTED FILL WITH ° A
A 4" POURED CONCRETE SLAB W'W,n; . G X G/ 1 0 X 10
ON COMPACTED FILL WITH GAUGE WIRE (TYP. ALL AREAS Q.
W.W.M. G X G/ lox 10 ° I W
GAUGE WIRE =J
WITH IH GARAGE) 3
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R/51MF5ON HDU SERIES I
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HOLD DOWN ANCHORS AT PROV. EPDXIED #4 STEEL
LOWER FOUNDATION WALL GARAGE DOOR OPENING REBAR HORIZONTAL @ 12" O.C. (�
L — HEIGHT AT DOOR OPENING — — J INTO FOUNDATION WALL ALL
p p, AREAS OF ABUTTING WALLS
WITH FOOTINGS Q m
WALL (v �
5E ION 4'-10 112" --- 6'-3" 4'- 0 I/2' W L
3'-0" POURED CONCRETE
v APRON @ GARAGE DOOR z
1011 10" POURED CONCRETE U o
RETAINING WALL, A5 NEEDED
#5 REBAR @ 12" O.C. L z `n
Q
2" PVC PIPE WEEP 0 Z
HOLE @ ,5' O-C-
#5
8' O.C.#5 REBAR @ 12" O.C.
HIGHER GRADE (VERTICALLY)
I 6"
#5 REBAR @ 12" O.C.
o ,
--y— LOWER GRADE FOOTING FOUNDATION PLAN
51 DE
SCALE: 4 I '
" = -0"
NEW yo
P�� Fk co
cL PAGE:
p
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 72r � UCATION LAW
GENERAL NOTES: `0 L
o �
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N C)
• The information on this set of construction documents 15 to relate basic design N O m
intent and framing details. They are Intended as a construction aid, not as a )
substitute for generally accepted good building practice and are in compliance with FE z
current 201 0 New York State Building Codes and the 201 5 IRC. The general contractor
15 responsible for providing standard construction details and procedures to ensure a z
professionally finished, structurally sound and weatherproof completed product. J
• General contractor to coordinate all subcontractors, scheduling of work and U Q >-
N C) co
interaction between trades.
• The contractor 15 responsible for ensuring that all work and construction meets
or exceeds current federal, state and local codes, ordinances and regulations, etc.
These codes are to be considered as part of the specifications for this building plan.
• If in the course of construction, a condition exists which disagrees with that as
indicated on these drawings, the contractor shall stop work and notify the designer
4.the engineer immediately. Should he fail to follow this procedure and continue work, s
he shall assume all responsibihty and liability arismg therefrom.
O �
• Dimensions take precedent over scale- DO NOT SCALE DRAWINGS.
N J d
• The designer has not been engaged for construction supervision and assumes no
responsibility for construction coordinating with these plans, nor responsibility for z
construction means, methods, techniques, sequences or proceedures or for saftey z O N
precautions and programs in connection with the work indicated. There are no —
warranties for a specific use expressed or implied in the use of these plans. Ln �"—,
• Contractor to provide hardwired smoke detectors, with battery back up, and with j (��j O
no intervening switches, on all floors and in each bedroom. Verify with local code
requirements as per Section R3 17 New York State Residential Con5truclton Code.
Install carbon monoxide detectors as per code. I POST GIRDER WALL LEGEND:
LU
�
FOUNDATION NOTES: NEW CONSTRUCTION o
= w
• General contractor to review plans, elevations and details to determine D I I 2"X 4" STUD FRAME EXTERIOR WALL U
intended heights of finished floor above typical grade. LU L N @ I G" OC w/2" CDX PLYWOOD SHEATHING Q
m TO EXTERIOR$ SIDING AS SELECTED W
O Q
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. o
• Concrete shall be FC = 3,500 PSI @ 28 days
NOTES: W
• Concrete on 4"sand or gravel fill minimum, with 6x6 - I C/10 welded wire mesh I — I I • PROVIDE BRIDGING THROUGHOUT ENTIRE
reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor 4'-i„ nj FLOOR SYSTEM, 8'-0" o.c.
barrier. Welded wire mesh 1s to be placed in the top third of the slab and 1s to be N 3 ' DIAMETER STRUCTURAL 4 3„
• TSG PLYWOOD SHEATHING ABOVE TO
4
adequately supported by precast concrete bar supports to assure that the reinforcement STEEL COLUMNS (TYP.) BE GLUED and SCREWED
15 held 1n position during concrete placement and finishing. • 4" POURED CONCRETE SLAB ON COMPACT
111
• Isolation Joints are to be installed between the slab and the walls. Use preformed 4'-2" 1 18"TJI 230 I FILL Ili
Joint filler that 15 to be cut 1/2" below the slab surface and the resulting Joint is to be filled U 2x4 STUD FRAME PARTITION F.J. @ 16" O.C. w0 Ln
with an ela5tomeric Joint sealant. O s'-io" WALL AROUND ENTRY LANDING; w c9
cwx 2x6 FJ PROVIDE 2" PLYWOOD SHEATHING � o
• General contractor to m5tall cop-r-tex (or copper) sheet metal termite shields I G" OC w ON GARAGE SIDE OF PARITION CD I N Q
N
between all wood surfaces that are exposed to concrete or masonry surfaces. o p o
SECTION 0 x RID E 'n 'n SECTION O
• Dampproof exterior of foundation wall with a bituminous coating; Foundation A 3008 J p I z A (V
excavation upon approval of building department m5pectlon5. I O Wco I
~ o
N GARAGE I z p 3
9'-6" +/- CEILING HEIGHT -
ELECTRICAL NOTES: I ABOVE GARAGE SLAB "-° °
• LL-
All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include3,o-„ m OLU
WW
installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by 2- 2x8" HEADER,
owner and mstalled by contractor. GFI outlets required at bathrooms and exterior areas. Install 7'_4!" +/- ABOVE LANDINGall outlets as per code. All work 15 to be done in strict accordance with the New York State Code FLOOR HEIGHT, WRAP ( O
by a hcen5ed electrician. All new switches*outlets to be Leviton, Toggle, supplied $ installed FINISH
by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and — o--- o s.D.
provide wiring as required for gas fireplace and cooking appliances. STRUCTURAL WALL BRACKET.BRACKETS
BRACKETS TO HAVE 5001b. -71
FRAMING NOTES: WEIGHT CAPACITY I I8"TJI 230 N
F.J. @ 16" O.C.
• All lumber 15 to be Douglas Fir#2 or better at 16"on center
W
• All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACO'designation z _
refers to current arsenic-free treated wood standards and shall take the place of'CCA' I G-0"X 8'-0" DOORS W/ (�
2- 1 18" LVL HEADER ABOVE n m
• All TJI'5 are to be installed In accordance with the manufacturer's specifications and shall include CS20 STRAPPING W
squash blocking web stiffeners at bearing points on girders and other load bearing areas :1L L-J m
• Structural Steel ASTM A36 - FY= 36 KSI NOTE: CLI
PROVIDE WIRING FOR OVERHEAD LJ L
}
• All straps, connectors, plates, bolts, Halls, etc. are to be galvanized. Designated connectors, strapGARAGE DOOR AS PER
s, MANUFACTURER SPECIFICATIONS � 3
etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be
z
nailed/boltedIN ACCORDANCE WITH THE 1n accordance with the manufacturer's specifications. RESIDENTIAL ELECTRICAL CODE 7i
0
• All floor sheathing 1s to be 4"AC type plywood, tongue groove and shall be gOF NEW YORK STATE U
glued and screwed to z o
the floor Joists(6"o.c. edges* 12"o.c. field) Q N
• Solid blocking 1s to be Installed every 8'-0"max. or mid span of all floor Joists with spans exceeding z
8'-0". Blocking 15 to be installed at all point load bearing points. GARAGE PLAN
• Install double Joists under all partitions running parallel SCALE: q" = 1 '-0"
• All exterior wall headers to be as indicated on floor plans$sections and all Interior
headers are to be 2- 2"x 8"unless otherwise noted. All headers exceeding 5-0"shall have a double
Jack stud with a single king stud t.on exterior walls provide double 5111 plate (typical).
• Exterior flashing 1s to be adequately mstalled at all connections between roofs, walls,
chimneys, projections and penetrations as required by approved constrctlon practices.
OF EW yn
P� �.D Rk0��
co �� `��i sl PAGE:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. X) CATION LAW
FESS
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7,_5, 5'_5" �3 Lf) + O
RAIL GUARD AFFIXED TO N O
P, FE
6UILDING FOSATY
FWGGO( l I AXW261 Q
!
W
LEGEND NOTES: 2x I 0 RR @ ! G° oC I U LU
NEW CONSTRUCTION
W
2"X 4" STUD FRAME EXTERIOR WALL I Q
@ I G" OC w/7" CDX PLYWOOD SHEATHING o
TO EXTERIOR� SIDING AS SELECTED N W
! � z
PROVIDE 2- 2"X 8" HEADERS I I =
ABOVE ALL WINDOWS * DOORS PITCH z w
UNLESS OTHERWISE NOTED. i
2x 10 CJ O =
HEADER HEIGHTS AS INDICATED. @ I G" OC U L
ALL WINDOWS TO DE ANDERSEN 400 LU
( g p
SERIES OR APPROVED EQUAL. LU DZ m LIj
zLUp- N
ROOF NOTES: -2" O m
• GAF architectural asphalt roof
Q)
shingle over entire roof area. HAF WALL c (�
AR UND 5TAIP: w u w
15# felt over 8" CDX Plywood ENTr' o WORK SHOP O
sheathing with Ice � weather shield I
LA NG � 8'-O" +/- CEILING HEIGHT _z o' M/ .
at all perimeters and valleys. I S p; > ABOVE SUBFLOOR Q ? W
• All over hang dlmenslon5 are as SEA°N I I PITCH /"CT\",, Q }
Indicated; I x8 fascia and vented, w 3
LU
vinyl beaded soffits. Ln
N Q
RUNOFF NOTE: - X w
Gutters continuously around; Q
Leader locations as per I 2x 10 RR @ I G" OC �0
Installer - all leaders drain to
4" @ PVC pipe to new drywells.
DOWN
RUNOFF CALCULATIONS:
94 I x . I G7 x 7.5 = 1 178 gallons of runoffI o ! , 2x1 O CJ N
@ ( I ) I '-0" x 8'-0" O capacity = 300 gallons o w 0
@ 16" OC
1 175/ 300 = 3.9 I N z
Runoff Containment Requires: + l>_1
(2) 2'-0"deep x 8'-0" 0 ring OR equal PITCHI z -
(provide-5 1200 total capacltyl) cnm
" 2x10 R R@ IG" OC ( LJr
8 iiz°
+4
AXW281 AXW 81 AXW281 W
"
0-10" HEADER HEIGHT
--- z
U �
z �
Q
z
UPPED LEVEL WORKSHOP PLAN
SCALE: 4" = 1 ,-o,,
NEW y0
* PAGE:
Q
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GFO No -7 g P<v
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. p PFFv$ EDUCATION LAW
o�
0
z � �
NAILING SCHEDULE„ . ._ � _ .. ................-_ _._.__. _... .. .. . GENERAL WIND PROTECTION CONNECTION NOTES N 7 O o
_._
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD o o N
2Co5VVCGGFP,A`.t=Gc€,vT:a:w�JransA!tuAL ,`, ., ., nstruction
.fOtNT17Fc3CfZiP7!{ f# NA$L GtUAUTY .. ' �E1UL9FAw[t3G
10-39 and 201 5 SBC High Wind Edition Wood Frame Co � z
Fasteners and Connectors for Wood Frame Construction cn C N z
gam` ERYcrcFPL-E rfMAIL', t`C1`'Au`3"eaPP. . I . A continuous load path between footings, foundations walls, floors, studs and
1 N•-✓'"VILL,3-od __ _ __
_
ceiiuc ris*rO:TcrrLaat._. - So> rias Ep_._.-__....... ....... -.�,AiL, -_-PFas sr_.-.____.____......- -- roof framing shall be provided.
J ..
I Q13°t4AL4:k-8a PER 10EiT LLJ
Ge;L'tdv.ffku-'*CTFA?;,LtYtP,P,FTRP•....----:PACEt-.'h!LCD t•�'-'TA Y...7..__.__..__eACk•i L:J° _ --------'-"--------------------------
JO—.- R:ps�',TP1FARn-101'5',,. FAC!NAILM n1f AftE9,7 FAC"LA.,. .0 2. Approved connectors, anchors and other fastening devices not included in
ONLLAKTit TORAF•tEfZ ;_: -FACIfNAULE' =TAMr5A, ---_.-,rEi7TiE the Standard Building Code, Section 23OG of IBC shall be used in accordance
MOM- 'NG TO R.A"rtER _"TC!NA�LE✓ 2-Sd,....._ EACH E!iD.. ...
I __.....,.._.. ... ._ _-_____._ ___._...__.._.._.._.._..._...._............... ... ....._ with manufacturers recommendations.
tiAd Er1APG',C F.fi.FTEn E-JD NAKED --'F-3 rd EACH L.ND.�
�... - ...
€AfAi,� � � �" � > - - --% ' -- ---�- � -------•-- ------ -- Me s connectors screws bolts and nail ex osed directly to the
'Of PLATE TOTOFTL TE .._ . ._ .::..;FACE NAILED .. . .••. 2-frd• ._.. rER.FC3T .. . 3. tai plate
, s p � Y
7OP PLATE9A-! fm3EC k! rAGt '�� .- _._. _ . 4-f Cd ..,, „ jo!t �-EACH5I6E,,,,,,,,,,,,,_,,,.,,,,,-., ,,,,,,,, ,. ,,,. ,,.,, weather or subJect to salt corrosion in costal areas, shall be stainless steel or
r UG o� LC !TACE i1AUT 2_=€d 2A'C,'c _ of dipped g Ivanized.
- -- ---- ----
H,.ACERTO HEADER �IPACE hr:LED..,.•..... tra.,, .. 'r"C!C ALO•,to EC?CE4 . .... . ..._.. ...
`OFNREtC.^='O.'•.tFCA,TEYNSTL'G TENDtastLEG 2-Frd PER27d3T!'L? ._,...._,____..__.,._...........................
" --" d doors interrupt wood structural panel sheathng and
___.___.___._. _......... . . ........ _. . _.. . . _ Where d
rif 2X8 5 Ub O
-, 4 re win ows an
- --- --- -- - sid!n framn anchors or connectors shall be provided at the to and bottom
,S^,7TVZ,rLArr-0 i•L ..;as�T, i _ .......___..._ .. ..... ..._....... g, g p p
5s1NGX5T,END JCifT.OFr.Cy`Y.+Ft3 FAC rWro2-t rd ?Ea,PNG' ..............._..... of cripple studs, header studs, and at least one stud at each side of openng.
risrrOSiu,TG®raTe,cRctQr�Eerot NAILED - A-Bd 5, Ridge straps shall be attached to each pair of opposing rafters except where
P ;Y',NGTO.lOtST ToErac;LED 2-Rd EACHaD -. collar ties of IxG or 2x4 lumber is located in upper third Of attic space and N
BOCKJtdGTNSNln'
'Tall"LED 2-°d EACH END -_-. ------
3-1
� T E W,LEG ._ _ . ._3-1C� fArH�CC y _..._._ _ _-___ . -_ _ .._.. . .._ attach to each pair of rafters. z
15LOMNG TO 51111 OR TCP^LATA _.. -
LEGGtk5-ZPTLSCEA}.d :FACF=NAtLfD�- -'_ird EACH1015T lift connectors shall b provided at each rafter bears g
_._._ __..._ p p _
G. U e n � � � O
Ya5TCtsLEFY=ERT'JCEAM................. 'TCE.NMIEG 3pdFfZJC'EiT ... ......... ..._.......... ......_. ... L-_ N O
EAND 10fS_TO JO!"'T E':D NAJLE'D ... ...34 ret... ...^... fER wT .... ...
as !4-To u,CSCF rPi? f v�
;ce,r�A1Ea____,__,-,.... 7. Floor to floor hold-downs to be provided every 48, and every within
2-7 ra„-„_---,,,,, PES
f exterior corners.
A'FfR;11ETEcC E� _C:tJE-FG'O/C-G'AT PANELW E..
Q
_. ...._.... __...._ ...._ Sd.... AAG AT ih:'Ea.➢<iED'ATE 9UPPGF” ltd THe PA!iEL F!ELG -
n e�--RZ^tg-_ sr",0r- "ATPAt,eLExesAFaD I2" T 8. Sill Plate to Foundation Anchorage: Sili plate shall be anchored to the W
a ar ED!AT ��rR =�!r-HES�aELPie D foundation with anchor bolts having a min. bolt diameter of 5/8" and 3” x 3" x
_____..._...
PCRF_,om 5HrArHINGW17Hwaw'cFTHePEP+: EKECGECFTHEROD",INCLUD(hr•a.O'��rNEI;H�111OFTHEtz.'FtAC,TMrA-c P:,:ETEo. I/8" washers. A minimum of one anchor bolt shall be provided within G to 12 U W
EDGE ZONIf A?-A HMr%I'RL-Ui;M"1?NT5�•IA!L Ef U5`D. Q
CEtLFNG5t1EaTritf�Gr..;�.�_... -;;,: M•.�,.,.':.,..-....;..r.�.,.,. ....... CZ
of 7 n hes ninches of h ondcrete/ masonry foundatons.of each plate, Anchor Anchor bolts shashall have a m belocated ent LU
:.....
vF9urh vaLLerrxG 5d GCO eC 7 eDGet t F G .,.
within 12 inches of corners and at spacing not exceeding 4 feet on center.
STRUGTLIRAL FANE_S -i Faa»Gals.K—fi,4 ani DECORATIVE u-•I
FI_` EG3f;r"P1ELv
CUPOLA Z
X25132" t Fga Ga'r.RcoF�ngnrt a^EDGE'Ir`FIELD
F4BEPS�•A,RD PA'"`L5 � 17116" rd 3"EGGElG�'EIEL6
G'Fa'UY.74iALLECAI'cG 5dC�•CLERn .... 7^EDGE
_......
. .- _.._-_....__............._,_.___-____.-_------.___.. ____._._,.._._._ ._._______..._.,_._._._..
�°ED�f zJNE-t c•v'c-VAT rANt:EDan AND i 2"AT
HARMMAR,7 8d INTE-1,4t:c"ArEVurfCK75!N"HEP„r(r_t.rr.^ 14" LVL RIDGE;
Ir;*EY;cazcF>P, Fr"Nr-s°ATPAr;ELEGGEf�AND;2 Ai SIMFSON C520
_,__."-.•.._:.rr... ,F. .,,.-:,: :" ;::, ,:,- CONNECTO ( P. ALL)
t}d [FdzEu'+'LC'RTE:7UiCKT_+p1 THE PANEL FEED
PLC>f?fi 5HEAI!41!iG ,-
ARCHITECTURAL ASPHALT
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15 P,UC°'UQ,A.L rANEi_-S"CR LES✓ Cd..,. . ......, rm` Y'`t 2'FPLG
ROOFING WITH 15# FELTLn
Fn
OVER 8" CDX PLYWOOD
• iroa,i,+m.raa,✓..eme•�tro a••e ba. A—wal!rhea`^,«?e�fled r—i,*o N.G.at the panel ess. if wA 0),moti-48 o Waded 3, Ilat O.C.at the paret edge to chbm G
taaher okearo�t,an,ami„ rtremsntsxt Pat+ne�:ba•��hat!be aoRa,ar ro� 1 2 WITH ICE T WEATHER SHIELD
f;7rV'
4ti en�.a;( ext,�r ,t„ ��a•� ea eab��.t t�:uiat�d o - „i; p-�•,�tteatobe»ee,aedto1-,Q,0 f-t �iirr . 7 @ O @PERIMETERS
xVALLEYS
0
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2� 2”X G" ON FLAT 2"X 4"O.C. 15OLT BACK BOLT ALL CJ TO RR w/ 2- 2" CB w
ACROSS C.J. 32" . BOLTED TO
GLU
ROUND 5'101 f LOAD .45 165 C.J. R.R. _ SOLID BLOCKING >°
&A51C WIND 5FEED 9 so mph 2x 10 CT @ I G" OC
2x8 RIDGE t- — — 51MP50N 1-17 CONNECTOR
�x osure Cate ary � � v
2xG PORCH RAFTERS 12
SEESMEC DE5IGN CATEGORY B @ I G" O.C. g I x8 DED FASCIA, CENTER
VdEATIIERING SEVERE 4x4 SET WITHIN � BEADED VENTED VINYL W
PR05T 1114 DEQ E�t 3,-0" FOLLOWS PITCH I N i-4„ SOFFIT; OVERHANG DISTANCE Q
TETTE MODERATE TO tEAVY I xG FASCIA, CENTER BEADED / / / w = AS SHOWN a
ECF nARRIFRREClUEREfJ YES SOFFIT MATERIAL ON UNDER
SIDE OF RAFTERS 8x8 BEAM BETWEEN = o= c z 2- 2x8" HEADERS ABOVE
HEADERS w/8x8 POST WORKSHOP -o °? ° = o WINDOWS w/C520 5TRAFFING
TABLE R30 1 .7 i TO RIDGE, DECORATIVE UNHEATED, UNFINISHED D u -
._� _ .�� _ I
2x4 STUD FRAME KNEE
I 2- 2x8" HEADER, WALL AROUND STAIR Q
STRUCTURAL ANGLE z
ALLOWABLE DEFLECTION OF 5TKUCTURAL MEMEBER5 7'-42" +/- ABOVE LANDING WALL BRACKET OPENING; I x6 CAP ' ° 9 2x4 STUD FRAME EXTERIOR
STRUCTURAL MEMBER ALLOWABLE DEFLECTION FLOOR HEIGHT, WRAP PLYWOOD TO WORKSHOP W
FINISH � WALL @ 16" O.C. w/8" CDX PLYWOOD
Rafters having slopes greater UI 80 " PLYWOOD SUBFLOOP, n SHEATHING, HOUSE WRAP It SIDING
than 3112 with no finished ceilingIIZ fi AS SELECTED LuUs TJI 230 FJ @ 16" OC -I �
attached to rafters
Interior walls partitions ENT-R, PROVIDE SIMPSON CSI 6
Floors t pla5tered ceiIIng5 U3 GO 5�5 3- 118" LVL DROPPED GIRDER b FLOOR TO FLOOR STRAPPING
All other structural memeber5 L/240 U LL_1
"' 2x6 ACQ SILL PLATE Q -
Exferior wally with taster or H/3 G0 }}— x 3 2" DIAMETER STEEL LALLY OVER TERMITE SHIELD m
I cc
stucco finish
COLUMN BURIED IN OVER SILL SEAL; o
Exterior walls-wmd leads with U240 ING 2x6 LEDGER BOLTED 24LLJ
"x24"x 12" POURED =
m TO WALL STUDS CONCRETE FOOTING b U W/ LFT4 CONNECTORS z
brittle fini5he5
Exterior walls- md loads with L/1 20 g
(n WHERE SHOWN ON PLAN
wQ z
flexible finishes w
-m GARAGE " DIAMETER ANCHOR BOLTS
N a LALLY COLUMNS WITHIN N W/7" MIN. DEPTH @ 48" O.C. U °
2x4 STUD FRAME WALL
UNHEATED, UNFINISHED
s W/ MIN. 3"X3"x8"WASHER @PLATE
DESIGN LOAD CALCULATIONS Z
g WHERE SHOWN ON PLAN; Q
2" SHEATHING ON GARAGE Z
MINIMUM UNIFOR.MI_y DISTRIBUTED LIVE LOAD5 ObSf) SIDE OF PARTITION
8" POURED CONCRETE
EXTERIDR BALCONIES 6f3
FOUNDATION WALL W/
DECKS 40 1'-4"X 8" d. FTG.; FROV.
ATTICS WITHOUT STORAGE 10 UNEXCAVATED 2- #4 REBAR IN FOOTING
ATTIG5V,1TH 5TOIt'AGI= 40 (TYPICAL ALL AREAS)
ROOM5(OTHEKTHAN 5LEEPING ROOMS) 40
�LEEPiP•IG ROOMS 3C' `NOTE: CONCRETE SHALL BE
FC = 3,000 PSI @ 28 DAYS
FOOTINGS SHALL BEAR ON
NEW UNDISTURBED SOIL WITHIN
F Y BEARING CAPACITY OF
EcP.-� 0Q� 1 .5 TONS PER SQUARE FOOT
BUILDING SECTION "All / Prg ^t S� k
a
U-1
SCALE: 4" = I '-0" PAGE:
F6
FFSS, 6
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEG. 7205 Or THE N.Y.S. EDUCATION LAW
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