HomeMy WebLinkAbout30661-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-31432 Date: 02/10/06
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 180 KERWIN BLVD GREENPORT
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 53 Block 2 Lot 23
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 23, 2004 pursuant to which
Building Permit No. 30661-Z dated SEPTEMBER 23, 2004
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 ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR & AS PER CONDITIONS OF ZBA #5573 DATED 8/2/04 .
The certificate is issued to GEORGE L PENNY V
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2039645 10/27/05
PLUMBERS CERTIFICATION DATED 02/09/06 G.L.PENNY V
—'14
uth rize Signature
Rev. 1/81
^,I Form No.6
TOWN OF SOUTHOLD
FFB 10 BUILDING DEPARTMENT
TOWN HALL
765-1802
' , I
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 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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. '! �} Q
New Construction: Old or Pre-existing Building: X (check one) / J
Location of Property: — ASO ke( W u,- `y� . 6fee n pa! L
House No. Street H mlet
Owner or Owners of Property: 6'90 SiPf
Suffolk County Tax Map No 1000, Section S 3 Block Lot 3
Subdivision Filed Map. Lot:
Permit No. 3 c�1 n(o Date of Permit. 2 5 Applicant: �,eE�s rip [ , fle�t a y�
Health Dept. Approval: Underwriters Approval: t U�7-t)US; #r a O ZI S foy 5
Planning Board Approval: /U\1''f
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ X5.00
Applicant'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. 30661 Z Date SEPTEMBER 23 , 2004
Permission is hereby granted to:
GEORGE L PENNY
180 KERWIN AVE
GREENPORT,NY 11944
for
CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR PER ZBA DECISION #5573
at premises located at 180 KERWIN BLVD GREENPORT
County Tax Map No. 473889 Section 053 Block 0002 Lot No. 023
pursuant to application dated SEPTEMBER 23 , 2004 and approved by the
Building Inspector to expire on MARCH 23 , 2006 .
Fee $ 195 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
��' J' V. i• 'L.� �o�apFSUbrsolo
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ } ROUGH PLBG.
[ j FOUNDATION 2ND [ } INSULATION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION
R lJ
REMARKS:
DATE INSPECTOR
a0f SDUt
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSU TION
[ ]
FRAMING / STRAPPING [ � INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATEY INSPECTOR
LAWRENCE M. TUTHILL
PROFESSIONAL ENGINEER
P.O. BOX 162
< ! q GREENPORT, N.Y. 11944
-JUL 12 2005 J
(631) 477-1662
lir v�' `'D July 1 2, 2005
Mr. Michael J. Verity, Department Head
Southold Town Building Department
Main Road
Southold, NY 11971
Re: Residence George L. Penny V
180 Kerwin Boulevard
Greenport, NY 11944
Permit NO. 306618
To Whom It May Concern:
I have inspected the rear addition to the above
mentioned residence at various times during the
construction with reference to the footings, foundation
walls, parging, waterproofing, framing, insulation
strapping and plumbing including the observence
of the plumbing tests and found all work to be in
compliance with the New York State Building Code
and the Southold Town Building Code.
Sincerely, /nn
Z
Ali of NEW
Lawrence M. Tuthill, P.E. ClP�1yGE toD�F
W
6371141
FaS1tNu�
�gpFFO�kC
APPEALS BOARD MEMBERS Southold Town [-fall
Ruth D. Oliva, Chairwoman = y� 53095 Main Road
Gerard P. Goehfinger y P.O. Box 1179
Lydia A. Tortora Q • Southold,NY 11971-0959
Vincent Orlando Tel. (631) 765-1809
James Dinizio, Jr. � It �p Fax (631) 765-9064
http://southoldtown.northfork.net
2 3 BOARD OF APPEALS
TOWN OF SOUTHOLD
,FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 2, 2004
Application No. 5573 - GEORGE L. PENNY V
Property Location: 180 Kerwin Boulevard, Greenport; CTM 53-2-23.
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type II category of
the State's List of Actions, without an adverse effect on the environment if the project is implemented
as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's 15,423 sq. ft. parcel has 116.79 feet along the
west side of Kerwin Boulevard, depth of 150 feet along the northwest side line, and 88.85 feet along
the rear line. The property is improved with a two-story frame house as shown on the July 6, 2004
survey prepared by John C. Ehlers, L.S.
BASIS OF APPLICATION: Building Department's June 30, 2004, Notice of Disapproval, amended
August 17, 2004, citing Code Section 100-142 in its denial of a building permit application
concerning a proposed addition to the existing dwelling with a setback at less than 70 feet from the
rear property line. Reference was also noted that a dwelling is not a permitted use in this Light
Industrial (LI) Zone District under Section 100-141.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on August 19, 2004, at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct an addition at the rear of
the existing dwelling with a setback at 48 feet at its closest point to the rear lot line. The addition is
proposed 28' wide by 24' (with variables) as shown on the July 13, 2004 amended survey prepared
by John C. Ehlers, L.S.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the relief requested will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The code requires 70 ft. from the rear line in the
Light Industrial Zone, and requires only 35 feet from the rear line for similar sized parcels in the
residential and agricultural zone districts. The purpose of the addition is to increase the living floor
area of the preexisting, nonconforming dwelling for their family's needs. The addition is proposed
r
Page 2-August 19,2004
ZBA No.5573-George L.Penny V
CTM 53-2-23 -'
behind the dwelling. The rear yard is also occupied by an accessory 24' x 28' building at 5' and 8'
from the closest property lines. Three sides of this lot abut a lumberyard and related industrial
activities. To the east is Kerwin Boulevard, a paved town street.
2. The benefit sought by the applicant cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance. The code requires a minimum of 70 feet from the
rear property line, and the existing dwelling has only 72 feet from the rear line, only 17 feet from the
east side, 18+-feet from the west side, and 44 feet from the front yard line.
3. The variance granted herein is substantial. The reduction is a 31% percent of the code restriction,
reducing the setback by 22 feet, resulting in a 48 ft. rear yard setback.
4. The difficulty has been self-created. Although the dwelling structure has existed for over 40
years in its present location, the new construction, as proposed, will not meet the current Town Code
requirements.
5. No evidence has been submitted to suggest that a setback variance in this community of mixed
single-family residences and industrial uses will have an adverse impact on the physical or
environmental conditions in the neighborhood.
6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to
enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood
and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by
Member Orlando, and duly carried, to
GRANT the variance as applied for, as shown on the July 6, 2004 survey, amended July 13,
2004 by John C. Ehlers, L.S.
This action does not authorize or condone any current or future use, setback or other feature of the subject
property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly
addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Tortora, and Dinizio. (Member
Goehringer was absent.) This Resolwas duly n adopted (4-0).
. X�-0m,
Ruth D. Oliva, Chairwoman 8/20/04
Approved for Filing
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) E3Ca
6
---------------------------
�z
FOUNDATION(2ND) 96
G .
y
ROUGH FRAMING& J
PLUMBING --
z
INSULATION PER N.Y. y
STATE ENERGY CODE
v ,
FINAL.
ADDITIONAL COMMENTS
Z
ro
� O
z
x
x
e
ro
a
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT 2 3 2004 Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey //
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined,20D V Contact;
Approved _. �f��}' , 200 Mail to:
Disapproved a/c 6,1:3alI IV I R6
Phone:-M,S--S/n 0
Expiration ;3�� 3 , 20 O/,
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date cz�,� 120 G�
---_, _ INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 pplicant or name, if a co oration)
�� OA)I4- )a4 � na4
Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises C—)e o �-c ,
(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 of land on which proposed work will be done:
lgcl) ,
House Number Street Hamlet
CountyTax Map No. 1000 Section S-Z� Block 2 Lot Z�
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of propoed•construction:
.
a. Existing use and occupancy .A SN. �p�t, �K � A t �WQI( � t 11
b. Intended use and occupancy v �_ V-_) !;�a "\_ l k-k O A
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee 21 .C)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwellion each floor
If garage, number of cars f w• 4 V�%W
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front y7` Rear Z$ Depth 3`t
Height Number of Stories 1 'IL-
Dimensions
/LDimensions of same structure with alterations or additions: Front 12 Rear Z'ZS
Depth 5g Height Number of Stories 1 Im a
8. Dimensions of entire new construction: Front 2 8 Rear _-)L -C Depth 2`A
Height Number of Stories t yz
9. Size of lot: Front t k (g cr Rear ,S" u Depth (!SZ t rr
10. Date of Purchase 2\ pf> Name of Former Owner %_'< F ACA vca�-2 r-
11. Zone or use district in which premises are situated ( 1
12. Does proposed construction violate any zoning law, ordinance or regulation? YESX NO
13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES NO
14. Names of Owner of premises AddressltQ \ceru.Aun , Phone No, L,�1-4 17-?S (o
Name of Architect Address Phone No
Name of Contractor 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. 41
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF -,�SC_nW
6'oC)E'$ -C (p. PQ ij " l-4� being duly sworn, deposes and says that (s)he is the applicant
(— N�f individual signing 6ntract) 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 tbefore me th'
�}= day of 20 01
No,!KT blic Signature of Applican
CP�u►i 6 UUCARINI
Nowt' j �state 02N"York
nom u
nW
isslon Expires l I I U jp5
ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501
Detached One and Two Family Design Criteria 5750 Degree Days
(For Non-Electric Heat) / Zone 11B
For: Cor Cc �P(nnti Per: Arnnyol' /C. .� ✓ nr� li
) 'I N� _ _ Dated: r /L b
DESIGN CODE . DESIGN CODE
SUBSYSTEM AREA CCU, "U" UA UA
Exterior Walls r 2 D, ld(95 0.14
Ceiling Roof (9 o j 0.031
Floor Over Unheated Space 4185, O , b'�r 0.05 2 s.'7 2 5-. 7
/
Heated Slab On Grade 6.5
Unheated Slab On Grade 4.5
Basement Wall 0.1
Crawl Space Wall 0.06
NOTES: 5' sem,t� 9 3 y6o
Construction shall comply with 502.1.I moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The mechanical systems and equipment including:
HVAC Equipment, HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet
requirements of Section 503
Service Water Heating Systems&Equipment to meet requirements of Section 504 _
Electrical&Lighting Systems&Equipment to meet requirements of Section 505 of NEW Ya
y'���H�
y P
To the best of my knowledge,
belief, &professional judgement, 0 07261-1
these plans are in compliance
with,the code.
SURVEY OF LOT 15q 4 160
MAP OF AMENDED MAS' A, PEGON I G BAY E5TATE5q 5 �
FILED MAY Ig, Ig33 FILE No. 1124
SITUATE: ARSHAMAMAQUF
TOM SOUTHOLD �� r � U J � [� q�lil
SUFFOLK COUNTY, W s
SURVEYED 0-1-06-2004 ��� JR 620
��
PROP05ED ADDITION 01-13-2004 -'
FOUNDATION LOCATION 0:.:.
UNDER GON5TRUGTION 12-14-2004 ( DEPT.
T.
SUFFOLK COUNTY TAX # l_
1000-53-2-23
Certified To:
Geow Penay 1v /
�S
'oo,
e �o
S q HCl
of
�0�
Qo ,
c�ca
0 � l6
/
a Opp 10
0 o F
(f (lJ/fid V' �J`� /
C� e
011 1Y
v \
✓,41
9e
alc:T115
r
0
FF
+5��F 0�
F+ /
eh�\
e 07" �+
'9:c>'-'
r
�y/"2c oF• \+ 03
• F
LVw"tMrized altxotlon a adtllllan to a wrvey
�l mop bearing a I�cenxtl Imd wrveyw'S seal Iz a
vlola['pn of section r1 k ,t,E hwn Z, L tro
d Nen Tork State EtivcaLlOn Lan.'
'Only copies from t origvwl of tole•Hovey
NOTES: � , marked n¢n an orlgMl of u,e Ipitl ewvey«•e
stooped seal snail be conskleretl to be valid Ln.e
wpbs'
MONUMENT FOUNDGerbfaatwne tllaateeroreo eglfywat ne
N ey nm p epo ed M a c-dt nth Ne er-
PIPE FOUND O. Ya etaAe t-Rol e
Lana zN...yare. soa�erll/lcauon,ensu ru,only
__+ to the perwn for nnom the zirv�y le preen-ed.
,`/nNM) and o�nlz tenolr to the title comp y gove...nen-
ta�agency and lenelry Inztit"two iletee Hereon.and
to ero osegeee of tro iebing Inst¢unon. eerdfico-
5EPTIG LOGATION5 PROVIDED BY OTHERS ona`�`trarofxmle addltw nl"„""twe
AREA = 15,423 5.F. or 0.35 ACRE JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
6RAPHIG SGALE 1"= 20' RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\04-232.pro
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: ( /�'0
APPLICANT:. DATE SUBMITTED: 0 -
SCTM#DISTRICT: 1,000, SECTIO ,BLOCK: o? ' LOTS
ADDRESS: j Ala-, Fkd-CITY:� ZONING DISTRICT: Z CONFORM
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,19`83),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83
:
REQ. LOT SIZE , V "z�ACT. LOT SIZE: ! REQ. LOT COV.SACT. LOT COV. f D
REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE
REQ. REAR 7� PROP. REAR 6 REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: a j.'A
ESTIMATED PROJECT COST: ARCHITECT/ENGINEER:
WATERFRONT? DESCRIPTION: "4 PANEL # JZ-FLOOD ZONE:.*C.
APPROVALS REQUIRED
SUFFOLK COUNTY HE'1�EPT:�YES or , (BED#): DTE: _/_/_ PERMIT#:
TOWN SEPTIC RECEIPT: Y or N
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or(NW DTE_ /_/ PERMIT#:
TOWN ZONING BOARD APPROVAL: YDS or NO DTE: /moo/OL? 73
TOWN PLAN. BOARD APPROVAL: YES orNeK DTE: _/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES orONQ'
NEW YORK STATE CODE COMPLIANCE (SPAGE 2): YES or NO
NOTES: -� h" 3, -1'�'
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: qs-0 SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. ( SF)- (SF)= SFX$ =$ +$ +$ _ $
2. ( SF)- ( SF)= SFX$ =$ +$ +$ _ $
3. (J/6_r _SF)- ( 5�50 SF)= / 5a SF X $.3 =$ o� +$ /S�' +$ = $ l 9S
FINAL TOTAL:
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B
Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS:Y/N WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
�naudtaized wadon ormMon
to Mde aurvr)r t a%Waft of
Eek tM Ndw raAt atib
om WMW Nal i M bo oMM/nN
b bs s t+ai/ttir std.
GtawaMssa Mtllsar�Mtwn edtl/ew - �.
o^U'p�»taattle►,NtaattMtttttu.p ,� 'WIN 404 XWZ 46YWEA0
. b Pnpatad,arM M lis�Mlr•t#s
Wnd�kV k%ai tdtut o h;6lw
10 Guwwft"w*
not talM�
b addldond Insdtudons or a dosgwv
owners.
Wows
D v
qj
N .L pApr>61Tnov4o
1
���� w•
LEkq�
�.a
DISAPORNAL
cup%
A' !, a3.®9 0
op Y QP I
t
.9l�.�✓EYf�• �'7-EGJ.KSE L.•�it/NY.�' .4w�xrL'wf' /S/•L�N?4Ni'
.ajtcavrc2 5 orr
o Y1A
hocs+re�w•�9,ea�s.��or�,Q�i,+�.Torvyc�.4x.��t�N�, •
OA-
�a,4,�..�r�,�v�-GEo,�e�EL•�iivrlZ �t/o.PrHF.�-�3,�.,rr �`.o�ccwrc.��r�.�.�yc.
�b.7.�•r.�sgorWroca-o3J.�oz-z ,
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: June 30, 2004
Amended: August 17, 2004
TO: George L Penny V
180 Kerwin Blvd.
Greenport,NY 11944
Please take notice that your application dated June 29, 2004
For permit to construct an addition to an existing single family dwelling at
Location of property: 180 Kerwin Blvd., Greenport,NY
County Tax Map No. 1000 - Section 53 Block 2 Lot 23
Is returned herewith and disapproved on the following grounds:
The proposed construction on a property measuring approximately 14,941 sq ftin a LI
District, is not permitted pursuant to Article XIV Section 100-142 which states
"No building or premises shall be used and no building or part thereof shall be erected or
altered in the LI District unless the same conforms to the Bulk Schedule and Parking and
Loading Schedules incorporated into this chapter by reference with the same force and
effect as if such regulations were set forth herein in full."
The proposed rear yard setback as indicated on the survey is approximately 48' feet. The
required rear yard setback as indicated in the Bulk Schedule for the Light Industrial Zone
is 70'feet. Note: a single family dwelling is not a permitted use per Article XIV Section
100-141.
Total lot coverage, following the proposed construction is less than 30%,which is
allowed in the LI Zone.
Amended for clarification.
Authorized Signature
NOTE: Any change or deviation to the above referenced application, following any ZBA
decision may require further review by the Southold Town Building Department.
J
L
b
J _
1 L
n -
i
z
a m o 0
G
i n ;
0
- -- ----.. . C 33 I;
-- ---- ---- — i d T
Lu
cc x
IcY
>-
__ g
C)
R Wo
,. Z 2 �
< e
f
I �
— —� 1 • — — -- PLUMBING
ALL PLUMBING WASTE
4A SiKc I d WATER LINES NEED
TESTING BEFORE COVERING
PLUMBER CERTIFICA PON
ON LEAD CONTENT BEFORE
¢ CERTIFICATE OF OCCUPANCY
t uta L r 1 SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF 1%LE40.
(�
- _—�
�
- OCG` lPANCY OR
USE IS UNLAWFUL
CERTIFICATION OF OUT
WITHCERTIFICAfE 7=
" NAILINGCONNECTIONS a�
._.._ . •_ _ -, ___.___ r _.�.._._ ,I , ,-i- WiA_y.r3C_.REQUIRED.UIR_-ED.
_- . . F OCCUPANCYY
— - y
- - - -...- - �,LCONSTRUCTION SHAU. APPROVED AS NXT b 2
MEAT THE REQUIREMENTS.OF THE DATE: zs w
�QDES qF NEW YORK STATE. BY,a M22M-,
p
..v-.-,_ - 'LFJd'2 { 3aT_gj. `C.YLFYTto ! �DFESSION�
FEE:
B ,
.,v :�_1' T, _ - ...–<�J`�7 .:7�-t? _ __ - _ . ___-_ __ NOTIFY BNLDNG DE., ',ftNT AT .
1/ T0. 4 P ,FOR." E.C+.'�...-- -- /L d „MiM
�a I s '�yn 5 S P h i 7 °°t S) t. FO{MpA'fgM .JWR1 EOUIP'n
�� 2 l" i 14"
WE
) IN
� a A PLUMBING
C c [ Pr 1. FINAL - CONSTRUCTION MUST
- JJ BE COMPLETE FOP ^O.
ALL CONSTRUCTION 'SHALL MEET THE
REQUIREMENTS OFTHE BODES OF NEN ,
I YC(;I( STATE., NOT ficsF' .n51BlE FOR. LL
DESIGN OR CONSTRUCTION ,ERRORB; O
, - IFEASCEAiEICA RETAIN STORM WATER NO w
CD
! IAED PIMI$UANT TO SECTION 4510C (L
e AEQU "CODE. a
r..-.'t..} . .... . 9v. F7
'rM
31
4d
-iv
axv -
Ae-
It
Jr
IT
FMIK C I�
7, -"i
NO ly
>
V11
IrR
-- n122".1
---------- -
OFESSID
7 1
Tjl
(D
b1L
Ail
.,?,ru
1 14 1
35-M7
4t
5
X
t? f
A C 6 •
1 �1
^ p m 0 0 I
�I
f
I{ -
i
n
i
I -
h ,
mL I
Z
n•.
: 7
r `
-F
0322 -1
� I
1
o-
+
r' ^
r
z �
'� ' � I - _,,,•,. I� c+� +n! naw+,,,,r �, t .,,�______.. ��FESSI, 1 : t,�µ, o � ,
^ � \ If a.y ,. '? ., . � la,W dM ur1.S ;" R�nO Ta h^ .:a i.a +: ,.J •t :.. . I � "
II i ; li ' I
t;I RUCTURAL WOOD PANELS FOR WWND-BORNE DEBRIS PROTECTION-
--
FOR NMLL OPENING PROTECTION OFROMPH 56ECONO WNOOD6I9
(uwwUMMEAN R06FREIGN(u1 IWINQ" tD DOOR rHEOULE - _ _ _ _
MULTIPLE SECTION ASSEMBLY: 1/4"
THICK BOLTS®2'OC
r A,
J
� 1 �, -7"
�,wIH A,n �
I
P'
G o) 1 Awr:we l 0 5 4 a `/r q -3v 1 Df 5
y, y
� P5 f)
Ile $�,I�lan [•^• '-f x � .y DP
, r
F I 1 NIP ,'rll F:r 1 's .5a
r^�
i
TALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL
\ BASIC WIND SPEED URE B � - � MUST HAVE DP UPGRADE KR. ___..__ _
`7
� CALGULATIONS FOR WINDOWS BASED UPON EXPOSURE
COEFFICIENT 1 0 WRH 120 mph_ AS PER E MEETS MI STATE EGRESS REQUIREMENTS-1-
'WALL
EOUIREMENTS
CUSTO
GRILLES-
/ LU ING WINDOWS AND DOORS SHALL BE PROTECTED WITH R_EMOVEABLE 518"IWOOD STRUCTURAL PANELS
TABLE R 301 2(2)NEW YORK STATE BUILDING CODE FOR HABRABLE SPACE
\ � r -"--- - _- bR - -- _ -d" - - - 11 -08 WOOD SCREWS AT I6"OIC FASTENERS ll 'il, --
- - I' I _
I OR SSPAAN4B UP-TO 8-0" SHALNL BE 2 1i2'-#6 ATTR2"O/CS TABLE30 2 HALL BE - - .,- - - -
IALL NAFIROLINE WINDOWS MUST USE. 2 2 .. )
11/2"HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OF A 1/2 X3/4 OP UPGRADE SILL STOP (SILL STOPS TOTAL A
,'HEIGHT AND REO-IRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WDH DF UPGRADE SILLSTOP KR) -
ALL 11NffS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE FtEOl11RED, ANY MULLED UNITS MUST MEET OR EXCEED
'L6 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE R_OUGN OPENING SUBSTRATE ALL EXTERIOR '
_
GLAZING MUST METEASTM_E 1996 TEST REQUIREMEMS AS PER NEW VO_RK STATE RESIDENTIAL CONBTRUCT_K)N CODE.
';REFER TO SECtiON R 1S09.1.41FOR ALTERNATIVE OPENING PROTECTION O
\ -- - - Z o
Z r'
W -T
LU
ix
0 (MD
SHUTTER ASSEMBLY
N.T.S. _._ -
FOR PANEL SPANS:0<W-0"WIDAPAN QO Z a
TABLE 1WILIA
� r
23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') Z
Q C
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION. 4.4MOF'AM
ASSEMBLY
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl#8x3"(w/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW® 16"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.wl#10X 1 YY(W/WASHERS)MACHINE BOLT @ 12' OC ATTIC1
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHEDEXISTING
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. 4-4
SHUTTER ASSEMBLY '.� , LU
N.T.S. (,A.i. Z
FOR PANEL SPANS:4'-0"OR WIDER SPAN r1A 11A ne �,x a �+ l6+ IN w lm w ' qF
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'4"SPAN. O.W
a }�( U
NOTE ADDITIONS: 11 - "-- F--�
FMfT FLOpt Z
2x4 STRONG-BACKS a 24"OC �''" ' "" "" T '" Iw � a:
r
a = O
ASSEMBLY: - O
1) PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL - --"-� ro WtKNr LL
eau OF NGA1TNOtlA1ROb LL
WOOD SCREW @ 12"O.C. " AFB#bvBDaE0M1UNE ("� Z
ALTERNATIVE FOR OPENING LU
PROTECTION r•MIMa�4T – --- —'— – — LU
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7110"AND MAXIMUM PANEL SPAN OF 8'-0" �+
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS I�
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609 1 4 AND 1609 6.6 AND TABLE 1000.1 1)
<E OF ljcw y0
TABLE 1009.1.4 oy�YaGGE
WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
a �
'FASTWNfiR PACING MCHE6
PANEL SPAN a 212'A"<PANEL 4'-0"PANEL 6',0"<PgNEL 1 0 L 2
FASTENER TYPE 0" SPAN<4'•0' 14PAN<B'.0' SPAN • 6'-0" "-PLUMBING DIAGRAM
032284-1 t1V
2112" #6 WOOD SCREWS 16 16 12 1 B —
Op00FES510 �L1/ ..
21/2" k6 WOOD SCREWS 16 16 - 16 12 p) L r/ I
O
A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF
HEIGHT OF 33'-0"OR LESS
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
O WHERE SCREWS ARE ATTACHED TO MASONRY ORMASONRY/STUCCO,THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W ITHORA W L
CAPACITY OF 490 LBS I
. y
RIDGE-
�
RAFTER -----
USP
AFTER USP RS250 AT 21'
a ;
F7
A RAFTER/RIDGE/RAF_TERwTHC> _
KING STUDS
RAFTER
it ;I
I
RAFTER O STUD -- ---
RIDGE-- I
It
USP RT160R(2)RT7- --
RAFTER --- fl TOP PLATE -0 HEADER - '-�
TOP PLATE— -O
USP RS250 AT 21 --- USP R9250 AT 18" USP RT3 --- - ------ I4
USP RT20---- - USP R5250 AT 12' - -
USP LS OR TMU ES WALL STUD O . WALL STUD CONNECTION USP PRODUCT FLL1M ? U
JACK STUDS - A RAFTER/RK1GE/RAFTER WRH CTRS250 21"
RAFTERIRIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 a s ;
B RAFTER/PLATE/STUD RT20
RAFTERIPIATE RT16 a(2)RT7
PLATE/STUD R$250 16"
Al RAFTERIRIDGE/R#FTERw_ %cT_ _ f3 RAFTER/PLATE/STUD _ B \RAFTERIPLATE -,PLATE/STUD- C HEADER/STUD DER/STUDHEADER/JACK co
C HEADER/STUD RTS
- - . _ _- --_ 44 - .-_- - - HEApER/JACK SND RS2501Z'
C D FLOOR TO FLOOR KLFTA a RS260 W' d O
-- -- -- - E SWOIPLATEISILL RS250 36" 2
STUDIPLATE RS250 10' W a
PLATEI514L MPBF
F ANCHOR BOLTS STBIS r m
G POSTANCHOR FOR DECKS PAU SERIES
POSTANCHOR FOR COVERED PORCHES CBE SERIES
O
Z
1.7J8 OR 2(4-16"O/C COLLAR TIES MIN.
Z ?
} g ro
POST U
USPCBE -
69 P.C.FOOTING
r"1
2ND. FLOOR WALL STUD - -- 2ND.FLOOR WALL STUD--- E)
1ST.FLOOR WALL STUD- 1ST.FLOOR WALL STUD- O W
G POST ANCHOR FOR COVERED PORCHES z
2ND.FLOOR PLATE— 2ND.FLOOR PLATE-- - (. -_._ _ _ W
SUBFLOOR----- SUBFLOOR -- 1ST.FLOOR PLATE- 1ST.FLOOR PLATE------ --- - - - - U
RIM BOARD--- --- RIM BOARD -0 SUBFLOOR-- SUSFLODR--
USP KLFTA ___- - _ USP RS250 AT V.
-- _._ 1 0
USP RS250 AT 36' USP R5250 AT 18' - 1�1
RIM BOARD RIM BOARD ---- v O
1 ST.FLOOR TOP PLATES - IST.FLOOR TOPPLATES — - a ' ..1v 1. _J
DOUBLE SILL PLATE - POST ti�s'xcc� T�09\ h LL
DOUBLE SILL PLATE - ``'$¢", y p
USP MP6F --
z
1ST FLOOR WALL STUD p ISTFLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL --E) (� Q
USP PAU ---- j V4 W
P.C.FOOTING__-`-EJ ' v _
�0Fi55V :
D FLOOR TO FLOOR R 'FLOOR TbFLDOR_ _ - - ESTI�D/PIATE/SiLL _ E _` _. TU _LATE _PLATE/SILLG -_�POSTANCMORSFoaoEacs-___ _ ___
-- - S D/P . . - - _
0
0
Intent andframingdetails. aro Intended enaWctlorlate base sub NERAL FRAMING g _ __-_-
GENERAL CONSTRUCTION NOTES o GE _
_ I 1.All wells,2x4a g NAILINa,BCHEDULE ! I _
7.The information on this set of conabTlwXlon doqusmcoents is to relate basic design I 9 2x6,to be stud rade or better 18"olc. AO other framing material -- - - � - - � -- - - -- _ -� i '
fonnWctlon details cpp ed good
building
to ensure a d compliance
om6i Ie lyfinished,current
Now Yorkstructurallym d� Of betMf. TABLE 31,dICI.UDND EDI AND 3 a
g ey a8d1 fl -
pro
state buildin codes. The lana BSC HNT DESCRIPTITION WOOD FRAME CON5fkUCTpN MANUAL--
g geriereT contnrctm Ice re nalbte for rovidin stsntlaro 2.Allwood fromin In contact with conereta or masonry fo be pressure treated. JOINT DESCRIPTION � NAIL QUALITY NAIL SPACING
sound,and weatherproof completed product 3.Provide double flow joins under all wells parallel to Boor Joist Span direction unless ROOFFRAWNB - -_
otherwise specified. MFTER TO TOP PLATE e-0'WA4.L 341 PER RAFTER" _ _ ,r I
2.General Contractor to coordinate all sub contraotom,scheduling of work,andr _ _ 10-0'WALL4-00 __ PER RAFTER
Interaction between trades. 4.Provide x-bmainTor solid blocking at a maximum of 8'-0"c/o for all dimensional CEa,MCT JOISTTD iDP PLATE - - TOE NAILED __ a-0'WALL.Sae _ PER JOIST _ _
lumber floor joists. _ _ 1oA1"WAIL 3.7
" C€a1NG JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 37 EACH IAP
3.The general contractor is responsible for ensuring that work and cOnspYCttOn - I1 0 it
meets or exceeds current federal,state,and local codes,ordinances and regulations, tongue and room plywood subiloor. Finished material to be C1 nJNG JOIST LAPS OVER PARTITIONS ;FACE NAILED _ SEE TABLE 3 7 EACH LAP __ _ �r�L!� _
floor
etc. These sties are to be considered as part of me gpecifladons for this bulldfilg apps, 8.NIied over I vul'rlda+grldaor. Glue doar haadersdscrew to eb mpmdmum(22%10 ng U tees Jo51erWLiB speclAetl. BLOCKING TO RAFTEREND__
they aro in variana�th the lan, g ) COLLA-R�11 AAP7ER - - FACE IJAILED --__- - - SEE 2A�E 3A - PER FOOT - _--_- - - ! `
and should be adhered to even If p R 80AR0 TO RAFTER EN__D NAILED 2 lad EACH END
imensions
ot
le
5�TDhe designerahala notebeeneee at a overscale
colnslroetlon su u rvlalsonaend oosomes no 711nteri Provide fulledolla to be(2)2x10 unless MhefWlae specified. WALL FRAMING I _ J
responsibility for construction coordinating with these plans, nor responegxlity for Id blocking under all bearing WAIN. STO 7b 8 P ASR s � __ - ACE NAILED- - ---_- -- ?ad _ _ - 61 O C A ON_G EDGE$
an8tNC110n means, methods,techniques,9egU8rlae{,or procedures,or for safety 6.All beams to have adequate bearing at each and or as specified. WOp OR SDTTOM PLATE TO STUD __ _
END NAILED 216d- PER 2x4 STUD _
ecautions
connection
th the woric.
3:16 PERMSTUD
spec Peg P p 9.All Push boom and joist intersections to have galvanized hangers. 9O7TolA PLATE TD kLOL7Fl JOIST ' 4U . . _ PER 2xe siuD_- -
6r Refer use
Poodresssd�Implied 16o ell ndwindowla h Them lore a we zed es for a 10.Typical exterior walla and roof to be sheathed with'k"extedor grade plywood or SANDIOIST END JOIST.OR BLOCKING _ FACE NAILED 2-16d '- PER FOOT
P types and sixes of - - _ - - .. -
windows. All windows to be Andersen high 7/18"OSB plywood,group 1,APA rated. Plywood to open over all plates and
quality PP equal. P P FLOOR FRAMING
headere. i-
61LL,TO-h PLATE OR GIRDER ITOE NAILED __ 4Atl PER J61ST
7. Door and window headers to align unless otherwise noted ween raftem. BRIDGING TO JOIST ITOE NAILED tad _ EACH END
11. Provide Insulation baffles at save
BILOMUNGTOJOIST
E NAILED 2-51
H END
B. General contractor is fo ensure that masonry and prefabricated flreplea -_ approved construction JO-IDS7ON DOER SEAM-BEAM �� lAC NNAE0 _ sad _ __PER JOIs K _ __ _ _ _ ,__ - I� -( c •T
construction meets or exceeds all manufactureta specifiatlona anti ep Pliable arise. 12.chiExterior la h��s,a dcpanetrafions asdrequifed by�pp a behveen mein,wells, �T l0 JOIST _ ,-_-_ IIEo NAILED -- -_- - -&18d _ PER JOIST
built In Items such as bookcases,shelving,pantry,closets,etc. 13.General contractor t0 provide adequate attic ventilation and roof vents. BAFJO J019T10 51LL OR'IOP PLATEIOE NAILED _ - 21fid ____ PER FOOT
9.General contractor to consult and coordinate with the owner and the lens for all precfias.
10.Provide hardwired smoke detectors,with battery backup,an all floors and in each aaoF 9IiFA7fnN0 - - ---- -Is'-
bedroom,verify with local code requirements as per Section R317, New York State 14.Provide appropriate soft ventilation at overhangs STRNCiIIRAL PANELS 4'PERIMETER EDGE MED UP-9"AT PANEL'
EDGES AND AT INTERMEDIATE SUPPORTS IN THE
ad PANEL FIELD
Residential Construction Code. Install carbon monoxide detectors88 pm ode. GENERAL PLUNKING NOTES '--- - --- --- -- - -----_-' - - - - -'- _- INTERIOR ZONE-I V OIC 7e ATRANEL EDGES AND 12'
GENERAL FOUNDATION NOTES ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD f-
_ _ f:Plumbing to be responsible for adhering fo all applicable code and FOR ROOF SHEATHING WITHIN 4'4f' THE PERIMETER EDGE OF THE ROOF.INCLUDING 4'-0"ON E W SIDE OF THE ROOF PEAK,THE 4'-0" O r-
- - - - - e
aePoty requlrtlrrants. PERIMETER EDGE S1fE ATTACHMENT REOUIREME__NTS SHALL BE_ USED. _ _ _ _ _
1.General contractor to review plane,elevations,and details tod dstenalne Intended -" - _ Z t`
heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of Plumbing fixtures or CISLIMS SHFATMNa - - ._._ W V
n
+ equipment prOVlddbraclng t0 go fiaming book together. fiYPSUM WALLBOAT70 Sit LERS COOT EDGE 110'FIELD W
2.All loolings to rest on undisturbed act. Ur r`'1
WALL art AI NNO
GENERAL HVAC SYSTEM NOTES S1RUC7URAL PANELS _ - � _ "- _- - lid - - -- - -4'EDGE ZONE-16 O/C e''T PANEL EDGES AND 12' -
3.Provide W expansion joint material between all concrete slabs and abutting AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
o trete O e eb 4",,rywaI, occurring
ng unheated Interim areas. 1. Mechanical wboormsiotor Is responsible for adhering t0 all applicable codes and - - - -- - '-' - L - - ' " cop _- INIERIDR ZDNE 1E-OIC-6'ATPANEL EDGES AND I
mMYtMa rtlnfalTJnO soft requirements. _ _ _ _AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD __ O
concrete or masonry walls occumng in extedm or
�JJ�4 FIsy -0 D P.lFl�_6 _ 7/16 - _.. _ - . ed 3 EDGE I E"FIELD _ Q Z
' Interior areas lO be Pladad oh:6 q?P.rte tsid. atipcerdFa5ldfsafully wo dmaso all system data and mgUImmarfb'with the - _O25/3z .. -_ -_ . s,i - __ - 3 EDGE l e FIELD - _
o"ti mem pl(ap, OYPSDM WA�IBOARD _j _.. - so COOLERS 7•EDGE 11a'FIELD f�
5, Provide crawl apaa ventilation per local dodo -- 8a 4EOGE ZONE-ie'OIC-e'AT PANEL EDGES AND I7 Z "'IT
3. HVAC subcontractor to provide final system layout drawing and Submit it to general HARIDBOARO AT WTERMEDIATE SDPPDR75 IN THE PANEL FIELD _
6, General contractor to install apt-fe%(or copper)wheal metal termite shields conU'aUor,owner,and equipment supplier for final review and approval. QD
between all wood surfaces that are exposed to concrete or masonry surfaces, CODE
E
7 Dampproof exterior of foundation with a bituminous coating as per code and wit _ Y 1f `V -- - -
conditions GENERALrWIND PROTECTION CONNECTION NOTES
Adapted from Stondoodfor Humane Resistant Residential Construction;SSTD 10-99
and 1995 SBC High Wind Edition Wood Frame Construction
GENERAL FLOOR PLAN NOTES Fasteners'and Connectors for Wood From Construction
1. Dimensions shall take precedent over sale drawings(do not wale drawings). 1.A continuous load Pat between footings,foundations walls,floors,studs and roof
framing shag be provided.
2 All interior walls to be covered with h"gypsum board with molal comer reinforcing, rr11 11
Tape,float,and sand(3 eats). 2.Approved connectors,anchors and ogler fastening devices not Included in the
Standard tuildibg Code,Table 2306.1 shall be installed in accordance with SOUINOLD DURDINO DEPARTMENT CRITERIA W
3.Walls common to garage and house to have a layer of W8".fire rated gypsum board manufactlrers recomme rdagas. I OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SECRON, SECTION 310; BUILDING CODE NYS LUZ
at garage side with 5'-0"return on adjacent wells and ailing. Manufactured lumber USE DWELLING 11NfT; SECTION 310310.2 j/}.`-.'{(t
requires 2 layers of Wil",fire rated gypsum board. 3.Metavoides,connectors,!craws,bolts,and nails exposed directly to the weather or FIENH;}jHl' 16'g'Hr W
subject to aag corrosion In costal areas,shall be stainless steel m hot dipped 2
U
4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. TYPE OF CONSTRUCTION WOOD FRAMPE AREA(#0 6ME ?
SO. FT',TOTAL �{ Z
resistant gypsum bard,or was file set on wonderbard or equal. 3 T
r-J
4.WIlere Wlndowe:aml dooro Interrupt wood structural panel sheathing and aiding. 4 DESIGN CMTERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM � �
DESIGN LOAD CALCULATIONS framing anchor or Gohnowars shall be provided at the top and bottom of cripple 5 FRAM ELE NIS. SEE FLOOR PLANS AND SECTIONS O
- studs,header aside,and at least one stud at each side of opening. B CALCIAA NS PAGE 6 , I� J
MINIMUM UNIFORMLY aiSTRIBUrED LIVE LOADSIbsf WINDOW AND DOOR SCHEDULE PAGE HT1 LLLL
EXTERIOR BALCONIES 80' 5.Ridge straps shall be attached to each pair of opposing rafters except where collar LOAD PATH PAGE6 �) Z
DECKS ties 911)16 or 2x4 lumber Is In upper third of attic apace and attach m each sag g SCFEIXI PAGE 6 �i a
ATTICS WITHOUT STORAGE 3 Of fagars, 1 fiGRESS SEE FLOOR PLANS AND SECTIONS; PAGE 4 „4
ATTICS WITH STORAGE �40 B.UpHf[ciamec0Ms"I be provided at each rafter bearing. -
ROOMS OTHER THAN SLEEPING O MS 4' 111 PL E DIAGRl1lt WA R \ O
S L E E P IN G ROOM 5 3 7,,PIoOr to floar.hold4mrss to be provided every 48,and every 18"within 4'of exterior 2 FI pRDT'g,CT10N', SEE FLOOR PLANS AND SECTIONS VJ =
COMOM S S DRA A
CRIT RIA FOR CALCULATION DEA 4' 'Y4 NE - CA' RIQMS SEE ATTACHED
ACTUAL S AL . , bS;Ppfr"t FduPdal+ml Anchorage: Sill Plate ahall be anchored to the foundation - -
ARCH'ITECTURALGRAPHIC"STANDARDS - is"anchor bollshiliga�min,boltdiarmbrof51Wand3"x31,x'f6"washers. A ' ;G`� ffEWr
minMu;m ofolla and Wbo kshall bo pmvlded WNhin a to 121nchas of each and of GLOATICt, f3E0EiRAPHIC DESIGN CRITERIA 1r`NCE °9f
SNOW aaafl;plata. AO0Wr paga.shii have a mimmum embedment of 7 inchnIn concrete/
G R O U N D S N O A RNG ERE
W LOAD Auaibob hall e located whin 12 inches of coma and aASF LINE DEPTH
'-0" a
SEISMIC rl}Malag pod giMaadlRgl4 teat on trader. _ RMUE MODERATE TO,HEAVY W
DESIGN CATEGORY _ - Y ' ICaFfI'1.O ODERATE
m _
WNTER
�, T _ _ - DESIGN P. 11 Fo o322a4-t rc�ra`
W IN❑ •MFr WO S-A CONSTRUCITON NOTES. THEY ARE! T IM S R- AS PER MANUFACTURER'S P'0F N►� �,A
W I D SPEED 0 in BPECt�F7C,g4LV - FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS _ ` i E3310
EXPOSURE CATEGORYgERAl,44LU1G , 'ONLY AND SHOULD BE DISCUSSED WITH YOUR LA MENf REQ SL REO . ECIFII;,ATONS I S'(q�E CODE - -� p
GEWEI' t tit" BEFORE CONSTRUCTION BEGINS.' _ FIP,Rq-
y
1
J
q
� S e
EWEW
' tF pF N �O
tiP �cE ' re,,,9�P,
f
032251-1
O yI
,oROFESSWA
+
2A 1pl
Frit
1, Q
„ � � I i \\�`,T`'*:. " .r�Y•�s�S CAk'. -- '/f[ ��5l5,. .._, � � �
IM � � _
m-'r� ++rc�ttr.,. l
,r Y4"C*sl �"ry",3s .__.. { Plrt� n�n.,; +;,•. + f„Nlr o, to ti,rh _ I
..� _ � �.'� rlSy:'r- � i f” ' � n< ,vT_,.a .a E,.'._oti - `� \' �,� ' �r ` " :,� '�� _���" .,utS'SS' Y.I�:i LrZ,C', YT � • ',
FA(
n'*;:�e�,i�:r- �''r� , r,�:.E ��•`'\` � " ', � „�
Flt.
f;,. {J .
t I{
s .�'
6i7Yy aC: ' 'C R.-Irk' 1"
a
-r
v Jf FYI° �CY41�!RS?„�MS.t I
I
I h , ,
j1CLIA, ,...
4.
r I. r