HomeMy WebLinkAbout34883-Z Town of Southold Annex 3/28/2012
��a�gtl�rFOd,�� P.O.Box 1179
co 3 54375 Main Road
19i
4,� �a S Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35512 Date: 3/28/2012
THIS CERTIFIES that the building ALTERATION
Location of Property: 65490 MAIN RD GREENPORT,
SCTM#: 473889 Sec/Block/Lot: 53.-5-12.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
7/17/2009 pursuant to which Building Permit No. 34883 dated 7/21/2009
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:
footing repair for existing cottage#24 as applied for.
The certificate is issued to Breezy Shores Comnty Inc
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
r
Autlgrzed Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34883 Z Date JULY 21, 2009
Permission is hereby granted to:
BREEZY SHORES UNIT #24
PO BOX 546
GREENPORT,NY 11944
for
FOOTING REPAIR AS APPLIED FOR
at premises located at 65490 MAIN RD GREENPORT
County Tax Map No. 473889 Section 053 Block 0005 Lot No. 012 . 006
pursuant to application dated JULY 17, 2009 and approved by the
Building Inspector to expire on JANUARY 21, 2011 .
Fee $ 200 . 00
Au orized Signature
ORIGINAL
Rev. 5/8/02
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:
l. 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 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
.1. 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: (05q9a MFlW 9P S*' G)/DJ f 2
House No. Street Harn let
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Cj 5 Block Lot Ol z�eo6
Subdivision Filed Map. Lot:
Permit No. Date of Permit. 7 _ Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
c"
pplicant Signature
pF SO!/lyolo
Comm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
SPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
cJ i c-
DATE - — INSPECTOR
OF SO(/Tyo�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[XFOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE ' ( `�� ( � INSPECTOR
OF SOUTyolo
3c�kr
o�co a
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ION
[ ] FRAMING / STRAPPING [ INAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: �%✓�
DATE p — INSPECTOR— /
FIELD INSPECTION REPORT DATE COMMENTS
-L
FOUNDATION(IST)
- ------------. ------------- -
FOUNDATION(2ND)
z
o.
ROUGH FRAMING& �y
PLUMBING d
s
�y
INSULATION PER N.Y.
STATE ENERGY CODE
L� a
d
FINAL
ADDITIONAL COMMENTS
u
O
z
• rn
?r
r
m
ty"
W
C
tri
TOWN QF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT 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
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
y� Flood Permit
Examined / a/ 20 Storm-Water Assessment Form
Contact:
Approved ` `�/,2007 Mail to: 1
Disapproved a/c 77n �5
Expiration r l,20 // D
p �p Building Inspector JUL 17 2009
�D � 11 V
ICATION FOR BUILDING PE IT BLDG.DEPT.
JU� 2009 TQWN Of SOUTHOLD
' Date _ `U� , 20
INSTRUCTIONS
BLDG.DEPT. LD
a. his F comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signatu e o ap licant or name,if a corporation)
3�, Aorf.n t-. 3 FP , N-Y- V - /,00yV
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises �S S
( n 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. 13 c g N
Plumbers License No. ;nJJ
Electricians License No. Al/Pr
Other Trade's License No. A),4-
1. Location of land on which proposed work will be done-
2 [v N i[I _MAA 5;
House tuber S eet JHamlet
JI
County Tax Map o.�1O �Section �� Block Lot °
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and inte ded use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost o- ��l��`� 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 "0—
6. If business,,commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimens oris'-of'
exist7ngstruetuIN'�01�hberes fs any: Front Rear Depth
Heighti�i i of Storiesju
I
Dimensions of same structul'e with alterations or additions: Front N'
Depth HE fight NumberE of"Stories
8. Dimensions of entire new cons" ruc ion: Front Rear Deptli'''' 't
Height Number of Stories I
9. Size of lot: Front Rear Depth
10. Date of Purchase- L11161 Lq3 f Name of Former Owner S-K
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOA/
13. Will lot be re-graded? YES NO-,/Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 9&C41 � S -19�Tddress�"D"`� 6�M, i qq� Phone No. 24)) -Zy3-d+6 D
Name of Architect WAr Address Phone No
Name of Contractor Jo Da a2.LU ✓-. Address r �• epx 3 q.3 Phone No. 3 f- 5 2-2--3
11 �uv 014 j tj � I Ig41 V 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 NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ?"Ix)
Sq�t �'eq's IMO}\-4 being duly sworn, deposes and says that(s)he is the applicant
(Name of Individual signi g contract) above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
6-r'-� da of 20 Z)
§AORINA GOBIN
�®� �® os1ss5o
1O at re of Applicant
Notary Public � 1��j,grate CNw�� pp
Rol,M Nov.17.20 C 2
OS �
er C�Lvl -+
w
'cad'-e
r co
pp � ,1
C.UAcek �o� post }�o 6 �a-,�ec�
,Y\
s or.aIt
vu
PAO
CVRQ, 6,)r
l
1
Town of Southold
2 g Erosion, Sedimentation & Storm-Water Run-off ASSE$SMENT FOR
M
PROPERTY LOCATION: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section Block Got r CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
------------------------------------------- --___
Will this Project Retain All Storm-Water Run-Off Generated by a Two.(2")Inch Rainfall:on Site? .
(This item will include all run-off created by site clearing and/or construction activities as well as all Site —
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Waterflowl —
3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel?
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)'Square Feet of Ground Surface? V
>rj Is there a Natural Water Course Running through the Site?
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? —
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to
One Hundred(100')of Horizontal Distance? —
FI
7 Will Driveways, Parking Areas or other Impervious Surfaces be.Sloped to Direct Storm-Water Run-Off F
into and/or in the direction of a Town right-of--way? —
$ Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Area? —
(This item will NOT include the Installation.of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse?
NOTE: If Any Answer to Questions One through'Nine is Answered with a Check Mark.in the Box, a Storm-Water,Grading,
——- Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl —--—
EXEMPTION: Ye No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Require —
---------------------
STATEOF NEW YORK, --—————
—————
---
COUNTY OF...... �..<)x .. ' ......SS
That.I; :...�, ...... .. CAS
.0-04-A..........being duly sworn,deposes and says drat he/she,is the applicant for Permit,
(Name f individual signing Do 'ment)
Andthat he/she is the ................................ .............................:...........................
-_.. ...............................
(Owne)Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of the Owner of 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 applicafion filed herewith.
Sworn to before my is; �� =
7 q
j......................... day of........ .....�.......,C........... .20...Q _/
SABRINA GOSIN
Notary Public: ...................................................... ..... otagrPuMrcGb6196505 .......................,8tate'dfNewYork •'•'•"""""
Qualified in Bronx County ( s lure Applicant)
MY Commission Ex ire,
FORM - 06/07
��� � � ��,7�e/��W�_��5C3.`:A�`' '�E��t'�'!r�"" +•.. ���e.�ri�i����i.�'^ • ♦ � K1 fp
t.y �T.. 'G''S .,tity R. ,P•`. �, -- .�M ..�"t�y:�i` ntlr
/r :� •\i! r Girl 0111\ 11,
�� � � _�=C>a�t- =Nam•-.�4 � �.,
a �,�.c:
•• a TOTAL AUTHORIZED ISSUE n 11,
III
200 SHARES WITHOUT PAR VALUE 111 ! s„•e'
See Advise tar
h= COMMON STOCK
,•: �..
[!5 [.5 to (ter* that STACEY TESSEYMAN and FLORENCE PATSY ROTH, as Joint Irg; dJe Otter Of
Tenants with Right of Survivorship
----------------------------One (1)---------------------------- --------
-
- JxagW 0 die a"
��• f��, �,;� ���'��� V, Jam• / �~.A� '
Ae1kPQ�
u 0/, Z- E, p� ewwlo - ,C.y�4btilii
�ittlEg�, die �ea� U a die ,,Q �� t i
October 13, 2001
s.
ME
`,• ••' 'rf,,p` .\,.. µ...L i^•� •7.,.' ', '"ti. .. .;e<..ac
��� i1�� - "LAG• �� `<.• .�.a,.�_ _��i•�� n 4�.cti` ei}a?1 a� �.,.•'� � � ,>.1��1�.`.
t. ��y S11v v�i/�J+; -'� ° ��.r�..: ;1.. S. ��� rr ¢♦:dtj•.. '� ..t.:� 'g'va i"!'C��• •.��'.����'` 4.i 1:
N'- said• a '�+�wP1,- -,rrs; .,, W►rrrr''�.. .`sa�.,.1?;;ii
•
im iag9 CARPFX RANKNOTF rn-. RAV RMORF N.V. -
, a 64 Aef T-
&x
tea,
36 -Ca-v-m �6
fo C� w;-J2. ir, or ,, .- P Dom- 6 u 5
r`
$ji�dil
1
� ( J••� STpR .
�� •Y jar-•-.' j \� - /MS waG/voesl a/rnR�C - .
i '\ St�LS-ltr—_3¢4 �m-�Frwe,�+r+-,xra•
• J � r'3- CARE•frR. Vr?VS6D sdo.,LR•_-
'>./� WC�I i7 25
•1... _ ////'• �Cep-PAGE PVMP$[.{XT� 26 •�,
`_.• `/� _- - -.�+ \OFFICE �� _ ....
l \, 5>lwa� $'w�of..,+r.rc •�^_ \ �:::
l _ SE+GE L'iVd sA��'a
• I � y I' nex.-+- • Irr
� .a,.h.r ♦rr..
'�7, G,.ul�•a.wcrt f'� �.
rf AAAGEJ 'Y •a•"imc ni+.s - +'�j10�rr]� 17 r2 1i3�1 IS rb F7 IB 79 l.�
-L w Lu c . <� 4 lST• F�i•�n+� re-mi.cP✓c ----
� — �1
to •_�
27.
C er•..r 3 F.rva Na-wFi`+-•*n Oome<F i._ .� ��� �y�L1} $�s s _ _ •' .
1
A)4
5
6.2
6.3
6.5
63
5.6
5p 4.8
5.5
5.3
5.0 6.2
6.4
3.q 6.2
5.5
3.8 5.3 4.2
3A
-0.4
3.8 4.8 E 9
-0.5 -
-O I q 2.2 3.� 5. M
r� 0 4.6 L% co �-�
/ -s
2 3.8 3.8 4.6 5.0 5.0 4
e 4
1.3
4.0 4.0 3.
1.5 � 3.q 4.1
3A 4.0 4.'0 4.6 3.7
3.q
top of bulkhead=4.5 top of bulkhead=4.
top of bulkhead=4.3 2.0 5.5
MHW 4•q
_
O inter-tidal lnter--tidal
5 -0.5 .5 marsh :-0.4 -0,5 -0:5
-0
-0. -0.5 MLW
-1.8 -1.8 -I.q -I.q
-Lq -1.8 -2.0 -I.q -IA
Y
U
Y Y
,O 0 OU .
tared bY:
.LeVel
Ong
. Box 538
,rheed, NY
722-3390
;E V=50'
�`'� D�agram
on
To p o g ra p h i s 5urvey rom
Prepared for"Breezy Shores" Pipes
Part of SCT#1000-53-5-12.5
Surveyed June 28, 2005
Situate: Greenport
Town: Southold �00 roQq�ge,
Suffolk County, NY ,� y
Datum: M.S.L. NGVD29Qh
Tide Range: 2.5' +/- Z4'0SITE
Shelter Island Sound
&A 7,0 7.6 6 \
.6 6.2
j ..
m
c>3
�Lmm �m
L� I � _
7.5 CJ 8.5D8.3 7.5L- �L 4.5
7.6 7.1 v m 4.q
6.0 �0 4.7 4.4
4 7.4 7.4
-1.4 8.2 7.5 7.4 4.3
6.7 6.3 4 tH
5.q 5.5 5.0 LO 1.0
4.6
4.5 4.6 -O.
2• T/J T/J 9 top of bulkhead=4.7 .6 -0.7
-2.2
0.5 T/J 0.8 0.5 0.5 4.0 0.5 O.O 3.6 -0.7
i 8 NJ T/i -U.0 3.3 i
i T/J i -22
-2.0>2-2.5 -2.3 -22� -2 0 -2.2 -2.4� 2 4 -2.2 -2.4 Tn :-2.6
-2.6 1
fl S-
E-
4-1 4-1
4-A 4a
2;
ROBERT H.FOX
NYS PLS#50197
1 b/30/2005 q:52:04AM
V CA5LMUxzy.Pro
i
z
O
Q
p
z
0
N
+d-
cotta (55 19 20 * 24
N p
C - O
I_- Z N p
Z �
10-31.
4-9 1/2" '-9 1/2"
Z
4,- I/ „ J lu
I Q �-
EXISTING HOUSE LINE ,� ° p cn p m
EXISTING HOUSE LINE
QI Q
PROVIDE CONNE N POST �F � G�_D
z
z_ EXISTING 6"LOCUST POST ANCHOR CONNECTOR AT L �
`r 9 BURIED IN GROUND TO BE O NEW 4X4 ACQ P05T TO
b ALL SONOTUBES (TYP.) REPLACE ALL EXISTING f /yy
— REMOVED (Tl P.) o A 7- L
LOCUST POST (TYP.)
O _
oz
x - 0 - O w O0
! Q �
PROVIDE SUPPORT TO 0 z
OI REMAINONC. FOOTING z EXISTING STRUCTURE AS
REQUIRED TO REMOVE NEW 8" 50NOTUBE5 3' z 0 0
EXISTING CMU BLOCKS BELOW GRADE MT)
C 1 Luu Lu.� C9 Z
wI
w"p ❑ O
01 ° ❑
� a
EXISTING CONC. FOOTINGS - � V 1L1
TO BE REMOVED I I EXISTING CONC. FOOTING Q
TO REMAIN REPAIR FOOTING I O z
AS REQUIRED ❑
m_ EXISTING CMU BLOCK ON REMOVE EXISTING CMU Q O
I = O I GRADE TO BE REMOVED
m ° I - n I BLOCK REPLACE W/4X4 U
�= ACQ POST AND 8"
` - 50NOTUBE 3 BELOW W O
I v GRADE (TYP.) CV/ Lu
LC
vn PROVIDE I-2"X I'-2"X 8" I I O O PROVIDE SUPPORT TO ° ^ Z
EXISTING STRUCTURE AS I ° POURED CONC. FfG 3' o =
REQUIRED TO REMOVE I N BELOW GRADE (TYP.) I I 0
EXISTING LOCUST POST 0
ILL-
PROVIDE I-2"X I'-2"X 8" N
° O POURED CONC. FTG 3' Il_i a - BELOW GRADE OW.) LU
_ I z �
PROVIDE 5IMP50N P05T
� O
ANCHOR CONNECTOR AT
' ALL 50NOTUBE5 (TYP.)
� ° = O = I � '
X
NcQ
C9 b
Z
°
EXISTING HOUSE LINE
EXISTING HOUSE LINE
° ° � Q -
5'-1 1/2"-- -4'-5 1/2" 10 1/2" - � "� ^ W Z
5'-I I/2" 4'-5 /2" 10 I/2" 1 /� E f/ U
1 O'-31, 1 , Z ��S O U
T_7" 6 I �(� \
I O_3 ��7-- � Q V J r 1
}- Q Lu
z � z �
EX15T1 NG FRAME PLAN NEW FOOTING f RAM E PLAN z o m
�
SCALE: ill I '-O" — � (
SCALE: 4" = I ' O" o
z (n z
W 4—
C) O
(f)
Sr(I!
PAGE:
GENERAL NOTES:
15 eezy 5horC5 c0ttcl Je5 • The Information on this set Of Construction documents is to relate basic design
intent and framing details. They are Intended as a construction aid, not as a d
substitute for generally accepted good building practice and are in compliance with
current New York State building codes. The general contractor Ls responsible for o o IY
providing standard construction details and procedures to ensure a professionally � ()
finished, structurally sound and weatherproof completed product. c�i
w
O N
• These are a general set of plans for the cottages located in Greenport; replace
only the areas where necessary with the proper footings * frame as indicated on
these drawings. z
GIRDERMEADER
•GIRDER/HEADER General contractor to coordinate all subcontractors, Scheduling of work and v Q }
`
GIRDER/HEADER o interaction between trades. o cn o m
POST/COLUMN 0
o • The contractor 15 responsible for ensuring that all work and construction meets
POST/COLUMN tu
or exceeds current federal, state and local codes, ordinances and r ulation5, etc.
POST/COLUMN Q
These codes are to be considered as part of the specifications for this building plan.
0 Q
POST-TO-GIRDEP,/HEADER CONNECTION • If in the course of construction, a condition exists which disagrees with that as 2
LOCATION SIMPSON# DESCRIPTION APPLICATION
indicated on these drawin 5, the contractor shall stop work and note the de5l ner °L
4x4 SOLID COLUMN BC/BCS SERIES POST CAP ANCHOR APPLY TO EACH COLUMN g 1� notify g
GxG SOLID COLUMN PGBCSSERIE5 P05T CAP ANCHOP. APPLY TO EACH COLUMN the engineer immediately. Should he fall to follow this procedure and continue work, O 0
HOLLOW COLUMN 5IMPSONSTRRI/2 H.C. ANCHOR APPLY TO EACHGOLUMN he shall assume all responsibility and liabilityarl51nj therefrom. U 0 (L
POST-TO-GIRDER/HEADERCONNEGTION GIRDER/HEADERTO POST/COLUM CONNECTION a
USE MIN. (2) I/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. O C)
• The designer has not been engaged for construction supervision and assumes no uW� Q =
responsibility for construction coordinating with these plans, nor responsibility for es�
construction means, methods, techniaue5, sequences or proceedures or for 5aftey
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.
WOOD JOIST
WOOD JOIST JOIST BLOCKING I W
FOUNDATION NOTES: �
GIRDER/HEADER
d • Footings shall bear on undistrubed soil within bearing capacity of 1 .5 ton5/56[.ft.
WOOD JOIST GIRDER/HEADER WOOD GIRDER �' O z
• Concrete shall be FC = 3,500 PSI @ 28 days U
FLUSH JOISTS WITH HEADMISIRDER (F) O
SPLICED JOISTS OVER HEADER/GIRDER z
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH • Concrete on 4" sand or gravel fill minimum, with GxG - I O/10 welded wire mesh W uu
STS OV
THE PROPER STEEL CONNECTOR. SPLICED JOIER HEADEP/GIRDER PROVIDE BLOCKING BETWEEN,JOISTS THAT ARE SPICED AND a/ Q/
IF ABLE,SET FIR JOISTS APROX. I/4"HIGHER THAN LVL HEADERS LOCATION 15IMPSON# I DESCRIPTION APPLICATION USE WITH RT I Cf TYDOWN ANCHORS reinforcement. Interior slabs to be placed on G mil. 5tabIlIZed polyethylene vapor O 0
TO ALLOW FOR SHRINKAGE. JOIST TO GI1RDEWHEADE2 H2.5AZ TYDOWN ANCHOR CONNECT TO EACH JOIST ` barrier. Welded wire mesh i5'to be placed in the top third of the slab and Ls to be z -
O
adecivately supported by' precast concrete bar supports to assure that the reinforcement (f) O
15 held in position during concrete placement and finishing. }- 'L
W
UNDIISTURBED SOIL • General contractor to install cop-r-tex ( or copper) sheet metal termite 5heild5 LU
GIRDER '- �� LAY PU\'STIC BASE DIRECTLY ON
UNDISTURBED SOIL(ORGANICS REMOVED) between all wood surfaces that are exposed to concrete Or masonry surfaces. m
POST LEVEL BASE
FIT CONISTRUCTION TUBE AND PLUMB
BRACE TUBE FRAMING NOTES:
A ft
FILL AS IPER MANUFACTURES'INSTRUCTIONS
CONCRETE PIE i
SONOTUBE ____ _ _=__= • Unless otherwise noted, all framing material to be #I ACQ pressure treated lumber
III III III III III
PEIR III-III III-III-,III-III-,III-III-,,III-11 All fasteners, h d h b I ed I I
Q"✓ 1 1 �Q LT& as eners, angers an anG ors t0 e ga vmiz Or stainless 5tee..
' TS?ca c.O�L�T2A�
TO F- 041 SEA �1,�, Girders for J015t5 to be bolted Or anchored to each post Or peir with washers * nuts.
POST FTG. CONNECTION ° HEADER/GIRDER-TO-POST CONNECTIONO2 1 V-7�61L DISTURBED/ POOR SOIL ALL CONST;i ..'. 10N SH%L
LocarloN sIMPSON# DESCRIPTioN APPLICATION LAY 4-6;° LAYER OF CRUSHED STONE OR �/ - r'"� ird�tr2 on concrete peir5 shall be- anchored with proper steel connectors anchored into
LOCATION SIMP50N# DESCRIPTION APPLICATION .�I ^'' n',
4X4 POST PBS44A POST!BEAM ANCHOR APPLY TO EACH FOOTING (2)BEAMS ABE46 P05T/BEAM ANCHOR APPLY TO EACH PIER GRAVEL �"' - '-" z3"P1nrete with a minimum i" dia. x 7" lon anchor bolt with washd nuts.
LEVEL AIND COMPACT BY HAND CU:-1L.4 L6 riI" 2 g Washer an nu z
GXG POST PB546 POST/BEAM ANCHOR APPLY TO EACH FOOTING (3)BEAMS ABA66 POST/BEAM ANCHOR APPLY TO EACH PIER LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE I "' j.` '' • Posts supporting girders shall be- anchored to a 1'-2" x 1 '-2" x 8" thich concrete � (�
DESIGN LOAD CALCULATIONS FIT CONISTRUCTION TUBE AND PLUMB O iCUPAPi6I 'Jd_L
I•` BRACE TUBE 1 footing. Use a minimum -L" dia. x 7" long anchor bolt with washers and nuts. Footings shall LL1 Z
1 FILL AS PER MANUFACTURES'INSTRUCTIONS U x F 10 INI L AWFU L ,-
`' be minimum of 3'-0" below grade. <4
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) NAILING SCHEDULE 4 �.+' �'"' '' r"" �` 'j"
EXTERIOR BALCONIES GO II=_11=III=III=F==III=III=1iL=III= 1, '�� ` I F I CAT F ) > �
JOINT DESCRIPTION NAIL NAIL NOTES =,III=III=,III-III III-III=,III=III III=11 • Jost5 t0 have blocg kin at 8'-0" O.C.
DECKS 40 QTY. SPACING ` " �,* Z
ATTIC5 WITHOUT STORAGE 30 JOIST TO: 4-8d COMMON PER TOE
SILL O
ATTICS WITH STORAGE 40 BRIDGINGG 2-8d COMMON EACH TOE,TOP PLATE GIRDER JOIST NAIL • A minimum of 10" flashing shall be installed between the building and ledger. Ledger U U Z ,
TO JOIST END NAIL CONIC. PIER FOOTING r �. 5tened to building with 2" dia. bolts with washers * nuts at I G" O.C. z Z !� —
ROOMS(OTHER THAN SLEEPING ROOMS) 40 P .'-. O E^^ t : ;
BLOCKING EACH TOE BIGFOOT SYSTEMS FOOTING FORM �{ V R. x }C (�
2-8d COMMON r J
SLEEPING ROOMS 30 TO JOIST END NAIL
IN ACCORDANCE WITH SECTION 104.1 I OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
BLOCKING TO: 3- I Gd COMMON EACH TOE COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED 15 QATE:. ;.;,^ TM+�1;�p Cete peir5 shall be a minimum of G" above grade.
SILL OR TOP PLATE BLOCK NAIL AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT W
CRITERIA FOR CALCULATION OF DEAD LOAD LEDGERSTRP EACH FACE PRESCRIBED IN THE CODE. FkE: �G'a ,r. �� Q
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 3- 16d COMMON NOTIFY oxsts to be supported with han ers and anch rs. Each oast shall be anchored
TO BEAM JOIST NAIL THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT BJILD,.i'.. J ;„, ,,_
JOIST ON LEDGER PER TOE ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT �(\;T pp g J O
ARCHITECTURAL GRAPHIC STANDARDS TO BEAM 3-8d COMMON JOIST NAIL ER-5405 AND SUBJECT TO THE CONDITIONS THEREIN. 7f;5."802 8 AM .'1t.Rtc Art Rff5). y,. ;' '• q;..,.
BAND JOIST PER END
3- I Gd COMMON
TO JOIST JOIST NAIL *, '*
SNOW BAND JOIST TO: PER `
GROUND SNOW LOAD 145 Ib5. SILL OR TOP PLATE 2- I6d COMMON FOOT
2. F,1-,7' -
3. 1' \ .a
SEISMIC 4.
WIND LOAD PATH CONNECTION AND al CLIMATIC GEOGRAPHIC DESIG CRI ERIA `m
DESIGN CATEGORY B
ALL CCNS 1 RLJ'3Tli;N SH/;,'L ME TH GSNNOW SPEED SMIC DEWINDSIGN WEATHERING LINE FROST TERMITE DECAY. DESIG Ni) RLAYMENT FLOOD PAGE:
WIND REQUIREMENTS Ur I 1'-:CCDES Cr NE LOAD (MPH) CATEGORY DEPTH �' .TEMP,_ ;.REQUIRED HAZARDS
WIND SPEED 1 20 mph CONSTRUCTION DETAIL DRAWINGS YORK STATE. NOT RESPONSIBLE FO MODERATE SLIGHT TO
EXPOSURE CATEGORY B
DESIGN OR CONS I RUCTiON ERRORS 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE I I NONE -
FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RETAIN STORM WATER RUNOFF
OF THE TOWN CODE.