HomeMy WebLinkAbout29696-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30583 Date: 11/23/04
THIS CERTIFIES that the building ACCESSORY
Location of Property: 805 OAK AVE SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 77 Block 1 Lot 20.1
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 2, 2003 pursuant to which
Building Permit No. 29696-Z dated SEPTEMBER 3, 2003
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 HEATED ACCESSORY GARAGE IN THE FRONT YARD AS APPLIED FOR & AS PER
CONDITIONS OF ZBA #5353 DATED 8/7/03 .
The certificate is issued to THOMAS & ARLENE CARNEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2004964 11/04/04
PLUMBERS CERTIFICATION DATED N/A
c
Auth ized Srignature
Rev. 1/81
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. 29696 Z Date SEPTEMBER 3 , 2003
Permission is hereby granted to:
THOMAS & ARLENE CARNEY
44 HEWLETT POINT AVE
EAST ROCKAWAY,NY 11518
for
CONSTRUCTION OF A HEATED ACCESSORY GARAGE IN THE FRONT YARD AS
APPLIED FOR PER ZBA APPROVAL #5353
at premises located at 805 OAK AVE SOUTHOLD
County Tax Map No. 473889 Section 077 Block 0001 Lot No. 020 . 001
pursuant to application dated SEPTEMBER 2 , 2003 and approved by the
Building Inspector to expire on MARCH 3 , 2005 .
Fee $ 97 . 80
Autho zed Signature
ORIGINAL
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802 5 �''`
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 Ujid.erwriters.
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$25.0 Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory buildin 25. 0 dditions 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. 4J, �, 2404
New Construction: ✓ Old or Pre-existing Building: (check one)
Location of Property: 1606 O ASK XW S o WTIAW-V
House No. pp Street Hamlet
Owner or Owners of Property: nvh�0►5 4V NVL%.*µc 1CXQ,%1*Y
Suffolk County Tax Map No 1000, Section -I] Block Lot 2.0-1
Subdivision Filed Map. Lot:
Permit No. '11641%o Z Date of Permit. otk J\O'� Applicant: -'Horthy CqQ%3&Y
Health Dept.Approval: Underwriters Approval: •
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: f (check one)
00
Fee Submitted: $ 2�
2 ( 1 Applicant Signa e
Col o � �
JUL-02-2004 11 :05 PM P. 01
Nl(',,H(,)LAS .n, ''v'F:R0
Arcwtec t5 i.jwjy'c:yt ;iSli)i1;:1� f r1C71r�c;�.,,rr•
May 18,2004
Town of Southold
Town Hall-Building Department
Main Road
P.O. Box 728
Southold,New York 11971
Reference; Building Permit Number 2888_52
805 Oak Street,Southold
To Whom It May Concern..
Please be advisee!that I have inspected the garage construction at 805 Oak Street,
Southold on January 8,2044 and hereby certify that the windstorm strapping meets all
New York State Building Codes.
If there aro any questions or if additional information is required, please contact our
office.
Very Truly Yours
N1640LAS A. VBR.O, ARCHITECT
4�,�SED ARL► Nicholas A:Vero
pnthO�
Z o
a8;\. .f R f•
i
110 MILL ROAD WESTHAWTION BEACH, MfW YORK 11978 631-288.1 r1CI. rhX 6. 2$ ,- 4ct
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5
5 S BUREAU OF ELECTRICITY c5
40 FULTON STREET — NEW YORK, NY 10038 S
5 S
5 CERTIFIES THAT S
5 5
CSJ. Upon the application of upon premises owned by 5
5 5
5 SHARBORFIELDS ELEC. CO , INC THOMAS CARNEY
P.O. BOX 184 805 OAK AVENUE S
SCENTERPORT, NY 11721-0184, SOUTHOLD, NY 11971 Lc',
5 Located at 805 OAK AVENUE SOUTHOLD, NY 11971 5
5
S Application Number: 2004964 Certificate Number: 2004964 S
5
5 Section: Block: Lot: Building Permit: BDC: ns11
5 5
SDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: S
55 First Floor,garage,Detached Garage,Outside,Attic, cS
SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
Sauthority having jurisdiction, and found to be in compliance therewith on the 4th Day of November,2004. S
5 Name QTY Rate Ratin¢ Circuit Tvne 5
5 Alarm and Emergency Equipment
5 Sensor 2 0 Smoke
Appliances and Accessories 5
C5� Electric Heater Baseboard 1 0 1.0 KW
5 Panels
S 1 30 12
SWiring and Devices 5
5 Outlet 10 0 Fixture 5
5 Fixture 3 0 Flourescent
SFixture 7 0 Incandescent 5
5 Outlet 25 0 General Purpose 5
5 Receptacle 18 0 General Purpose
Switch 13 0 General Purpose
S Paddle Fan 3 0
5 Receptacle 3 0 GFCI c�
S seal 5
5 5
5 1 of I S
5 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
oLP� MEN=ME
APPEALS BOARD MEMBERS Suff�(�►C
Southold Town Hall
Lydia A. Tortora, Chairwoman ca 53095 Main Road
Gerard P. Goehringer ca Z P.O. Box 1179
George Horning 5 Southold,New York 11971-0959
Ruth D. Oliva y�j�l �a0� ZBA Fax(631) 765-9064
Vincent Orlando Telephone (631) 765-1809
http:HsouthW9ta yip hfork.net
BOARD OF APPEALS 4zu V t
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION AUG 2 7 2003 3 ;oa f,
MEETING OF AUGUST 7, 2003 at �a
Appl. No. 5353 -Thomas and Arlene Carnev
Southold Town Clerk
Property Location: 805 Oak Avenue (and Birch Avenue), Goose Bay Estates, Southold
Parcel 77-1-20.1
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 property consists of 19,210 sq. ft.
with frontage along two streets, 80 feet along the south side of Oak Avenue (a private
road improved 20 ft. wide), and 80 feet along the north side of Birch Avenue, in
Southold. The property is improved with a 1-1/2 story frame house and small shed, as
shown on the November 9, 1998 survey prepared by Christopher Henn, L.S.
BASIS OF APPLICATION: Building Department's Notice of Disapproval dated March
10, 2003, amended June 18, 2003, citing Sections 100-30A.4 and 100-33, in its denial of
a building permit to construct an accessory garage in a front yard location rather than the
code required rear yard.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on June 19, 2003,
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 locate a detached two-
car, 24' x 24' garage in a front yard facing Birch Avenue with a setback of 99+-feet from
the front lot line and at least three (3) feet from the south/west side line.
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 proposed new garage
measures 24' x 24' and will be behind the house almost centered between the north and
south property lines (116+-feet from Oak Avenue and 99+-feet from Birch Avenue. The
requested location meets and exceeds the setback requirements that would be needed
for a principal building. The entrance to the garage will be from the north, using the
Page 2—August 7,2003 I
Appl. No.5353—T.and A.Camey , '�" T '�s
77-1-20.1 at Southold RECEI IED A D FI,-
g121 toop�
D
existing driveway. Due to two street frontages, there are two front yards and two side
yards for this property.
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 lot contains a 2-1/2 ft. high
embankment, into which the garage will be tucked. The remaining yards are either front
or side yards, rather than a rear yard under the code definitions, and would also require
a variance.
3. The relief granted herein is not substantial. The garage is proposed behind house
using the existing driveway without change to the residential nature of the property.
4. The difficulty was not self-created.
5. There is no evidence that the grant of the relief requested will have an adverse effect
or impact on physical or environmental conditions in the neighborhood or district. No
evidence has been submitted to suggest that a variance in this small beachfront
community will have an adverse impact on the physical or environmental conditions in
the neighborhood.
6. Grant of the relief requested is the minimum action necessary and adequate to enable
the applicant to enjoy the benefit of an accessory garage, 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 Oliva,
seconded by Member Orlando, and duly carried, to
GRANT the variance as applied for, as shown with the applicant's hand-sketch
on the survey prepared by Christopher Henn, L.S. dated 11/9/98, and shown on
the plan prepared by Penny Lumber, revised 2/4/03.
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 Tortora (Chairwoman), Goehringer, Orlando, and
Oliva. (Absent was Member Horning.) This Resolution was duly adopted (4-0).
Lydi . Tortora, hairwoman--!Approved for Filing
8/27703
ENERGY CODE CALCULATIONS CHAPTER 5
SECTION 501
Detached One and Two Family Design Criteria
(dor Non-Electric Heat) 5750 Degree Days
Zone 11B
For: f A p M a_$
Rt�S Dak Avthu• Per: pfhAy ,(✓M12„S,S_�
Dated: i t ✓ /2 OL
SUBSYSTEM AREA rfN CODE DESIGN CODE
"U" UA
UA
Exterior walls 3 yl/ ' 0; ,Vv 0.14
Ceiling Roof
22 � x . 02.5 0.031
Floor Over Unheated space7
2 1-1 0,05 0.05
Heated Slab On Grade
6.5
Unheated Slab On Grade
4.5
Basement Wall
0.1
Crawl Space Wali
- 0.06
NOTES: 6
Construction shall comply with 502.1.1 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
mquirements of Section 503
Savice water Heating Systems&Equipment to meet requirements of Section 504
Electrical&Lighting Systems&Equipment to meet requirements of Section 505
To the best of my knowledge,
belief &professional'judgement,
ese plans are '
p ui compliance ---
with the code. 032254.1
FESS I Oto
2-
L
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: March 10, 2003
AMENDED: June 18, 2003
TO: Thomas Carney
805 Oak Avenue
Southold,NY 11971
Please take notice that your application dated March 10, 2003
For permit for an accessory garage at
Location of property: 805 Oak Avenue, Southold,NY
County Tax Map No. 1000 - Section 77 Block 1 Lot 20.1
Is returned herewith and disapproved on the following grounds:
The proposed accessory garage located on a non-conforming 19,210 square foot lot,with two front
yards in the R-40 zone is not permitted pursuant to Article IIIA Section 100-30 A.4,which states;
"Accessory buildings shall be subject to the same requirements as 100-33 of the Agricultural
Conservation District,"which states;
"In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200,
and R-400 Districts accessory buildings and structures or other accessory uses shall be located
in the required rear yard."
The proposed accessory garage is located in a front yard.
Total lot coverage would be less than 20 percent.
This,6ermit was am a 18 2003 to correct an error on the part of the building
artment.
th
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
NICHOLAS A. VERO, ARCHITECT
Architects and Professional Engineers
=A/
October 23, 2003
Town of Southold
Town Hall-Building Department
Main Road
P.O. Box 728 Rt
Southold,New York 11971
Reference: Building Permit Number 288852
805 Oak Street, Southold
To Whom It May Concern:
Please be advised that I have inspected the construction at 805 Oak Street, Southold
on February 22,2003 and hereby certify that the framing and insulation meet all New
York State Building Codes. I also inspected that the exterior water proofing on the new
addition goes deeper than interior floor slab.
If there are any questions or if additional information is required, please contact our
office at 631-2-1404.
Very Truly Yours
NICHOLAS A. VERO,ARCHITECT
Nicholas A. Vero
110 MILL ROAD - WESTHAMPTON BEACH, NEW YORK 11978 - 631-288-1404 FAX 631-288-0549
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: �/3/03
APPLICANT: y DATE SUBMITTED: CL_/0"2 /03
SCTM#DISTRICT: 1,000, SECTION: 7 7 , BLOCK: A_, LOT: f�20, i SUBDIVISION:
ADDRESS:$06 CSA tc_ ,Q CITY: lR0Lx7- r6L y, ZONING DISTRICT: P_(-(Qr CONFORMING? ICU
BUILDING PERMITS OPEN/EXPIRED: PRE CO:(SD'OR N OQe-Q-L-kvQ
BP -Z/C/0 Z-'�, INFO S W 6 /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED do NOTES:
[ATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytimeafter 7/1/8
REQ. LOT SIZE: -
to/G, ACT. LOT SIZE: i D REQ. LOT COV. 66� ACT. LOT COV.
REQ. FRONT PROP. FRONT REQ SIDE :2 ACT. SIDE
REQ. REAR _ PROP. REAR REQ. H IGHT PROP. HEIGHT
PROJECT DESCRIPTION: _ACC_y I M T2ovv-- Peg— ZQ A
ESTIMATED PROJECT COST: a C"'a L ARCHITEC NG R:J l�}( ►L�
WATER FRONT? /4' DESCRIPTION: PANEL # W FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH PT: YES or(DO (BED #): DTE: / /_ PERMIT#:
TOWN SEPTIC RECEIPT: Y
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES orO DTE: /_/ PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES o DTE / / PERMIT#:
TOWN ZONING BOARD APPROVAL: TE)o O DTE: -/ 1 3 PERMIT #:TOWN PLAN. BOARD APPROVAL: Yo DTE: _/_/ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES o /
NEW YORK STATE CODE COMPLIANCE (SEE PAGE )OYESr NO ✓
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: 's'l(, SF FEE FEE FEE
0
n g0
I. ( 16 SF)- j�o SF)= b SF X $ =$ +$ t +$ =$
2. ( SF)- ( SF)= SF X $ =$ +$ +$ _$
3. ( SF)- (_ SF)= SF X $ =$ +$ +$ _$
q
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)
ENERGY CODE CALCULATIONS CHAPTER 5 SECTION 501
Detached One and Two Family Design Criteria 5750 Degree Days
(For Non-Electric Heat) Zone 11B
For:
Per: peh h y Z,#41- " 22-r-5-4
- Res Dak Ayeaut
Dated:
SUBSYSTEM AREA DESIGN CODE DESIGN CODE
UA UA
Exterior Wails
3 ,V1 ' 0.14 , / #7- 7
Ceiling Roof 221 0.031
D . o2S
Floor Over Unheated Space1 l 0.05
2 2 0,05
Heated Slab On Grade 6.5
Unheated Slab On Grade 4,5
Basement Wall 0.1 ..._.
Crawl Space Wall 0.06
NOTES: 3' , 7
Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The med►anical systems and equipment including:
HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systemsto meet
requirements of Section 503
Service Water Heating Systems&Equipment to meet requirements of Section 504 l
Electrical&Lighting Systems&Equipment to meet requirements of Section 505
,��QF MEty Y
To the best of my knowledge,
belief &professionals judgement, LL
�ese plans are in compliance ; r a
032254.1
with the code. °,�
. FESS{01%Pv
1 Zll°�,'"
i
M-1802
BUILDING1
4NSPECTION
/FOUNDATION IST ROUGH
FOUNDATION 2ND INSULAT
FRAMING FINAL
FIRE PLACE & CHIMNEY
REMARKS:-. gjeee,�
z �►�
i
1��_ � .
1 y/ 1s
:6-
0 o 70(
suiwiNa DE".
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE CFIIMNEY
REMARK
DATE O l � INS
dtq, � ;6�
suauINc DE".
1 SPECTION
[ ] �O NDATION IST [ ] ROUGH PLBG.
[ OUNDATION 2ND [ j INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPL�AHIMNEY
REMARKS
DATE � J � -? IN8
M•iso2
suu.uiNa DE".
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSTION
[ ] FRAMING [ FINAL
[ ) FIREPLACE 8 CHI EY
REMARKS:*-4-&
—do
�a
DATE! U INSP
/,//ltiD
(�P7 4 - ��
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH LBG.
[ ] FOUNDATION 2ND [ '-] IN ATION
[ ] FRAMING [ INAL
[ ]
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
4 .
REMAIF"I ,: Ae� zfw�_ -
DATE � INSPECT
„ ,
qw
FOUNDATION(2ND)
pill Orr
/
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INSULATION :M
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A
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING D19PARTMENT Do you have or need the following,before applying
TOWN ELkLL Board of Health
SOUTHOLD,IVY 11971 3 sets of Building Plans
TEL: 765-1802 �� Ch�eck
��' � �. S
PERIVIIT NO.
Septic Form
N.Y.S.DX.C.
Trustees
Examined 3 20 Contact:. A
Approved ,20_,.? Mail to: �l NE�n1 t ETA l�T }
Disapproved a/c i~RST Q o c,[AW 4 Y , 1d \l S 1A
Phone:
�: ,• Building Inspector
la APPLICATION FOR BUILDING PE
Dai;14V,C 1 10 , 20D7
INSTRUCTIONS
This cation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of pl s curate 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 Pamil.
d.Upon approval of this application,the Building Inspector.will issue a Building Permit to'die 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 a Certificate of Occupant
is issued by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit
authorized inspectors,on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is.owner,lessee;agent, architect, engineer,general contractor, electrician,plumber or.builder
exp N E
Name of owner of premises �Nov�nAh �iZLENF CA�ue�/
(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. N C a
Electricians License No.
Other Trade's License No. N CQ
1. Location of land on whichcvroposed work will be done:
005 cot< �Jrc
House Number Street Hamlet .
County TaxNo: 1000 Section '11 Block
.Lot
Subdivision oo S,(_ 18N-./ �`g ot-yE 5 Filed Map No. \'1 b Lot
(Name)
2: State existing use and.oceVency of premises and intended use and occupancy of proposed consttucfion:, ,
a. Existing use and occupancy 'VsN2 A-VE
b. Intended use and occupancy
3. Nature of work.(check which applicable):New Building Addition ✓ Alteration
Repair Removal— Demolition Other Work ems►gp
(Description)
4. Estimated Cost ;Oo 0 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- FrontR ear a Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front 1 Rear
Depth a`Ic Height k l Number of Stories i z
8. Dimensions of entire new construction: Front �- `I' Rehr A`t Depth
Height k1 Number of Stories I '17--
9. Size of lot: Front Rent Depth A 4-0
10. Date of Purchase 11 1, Name of Former Owner ?CT E R . $ rel I e N C LLQ Gn-4Q9ow
11.Zone or use district in'which premises are situated RES%oe u .1 I L
12. Does proposed construction violate any zoning law,ordinance or regulation: o
13. Will lot be re-graded o Will excess fill be.removed.from premises: NO
.1'NomA� �. ARt.>rNe
14.Names of Owner of ' es . . ' . CARPE-/ Address �5 A iC ��. Phone No.b31-1615"- 30-1 1
Name.of A=ect W vA g iL, Address G Napo p o,'[ Phone No W I -LW -o 406
Name of Contractor a- t z C Address SIjacyk z5, aaty Phone No:' tp31- 14q-- 3Zt7
ewNrat 1B4,L #kP /
15. Is this property within 100 feet of a tidal wetland? *YES_ . NO
• IF YES, SOUTHOLD TOWN TRUSTEES 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.
STATE OF NEW YORK)
SS:
COUNTY OF )
.�-• A h til '{ being duly sworn, deposes.and says that(s)he is the applicant
(Name of individual signing 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
of 4G'COt - 20 D2 ..
.114
Notary Public Signature?0oant'
7Mit,rlAfl A. BIAGOII
.npry Public.Stole of New Yo k
No 43-4888541
Quolitied m.Richnl nE1 oYMMp
CIIARAI M OR CERT UTM RI CAM HEREON WU RUN ONLY TO TIE PERSON FOR MNOY ME SURVEY 6 PREPARED,t ON THEIR REIIAIF TO M THE COMPANY,COYERNIMAL AGENCY t MM RISiRUHON LM NMON
OAK AVENUE'
20' PRIVATE ROAD
80.00'
�s CNTV.
W 17'
19.4, 13.1 ,$
Q
SCALE 1"=30' 1�/2 srr.
cd FR.DWG.
N NO.805 N
O SMT N 14'
td 22.4'
N ENT. SHOWER
SCREEN
PORCH
3 �
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GARAGE p O +N
N O
3' 24.0'
woo0 N
STEPS y
15'
SHED
J �
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4-04 9
� V
80.00' 145.06'
S49'56 40 W
BIRCH A VENUE
20' PRIVATE ROAD
MAP OF LOTS 225-227, 248-250 AND P/0 LOTS 224,228,247 AND 251
AS SHOWN ON
"MAP OF GOOSE BAY ESTA TES"
S1 MA MD AT
TOWN OF SOUMOLD
SUFFOLK COUNTY, NEW YORK
CHRISTOPHER HENN, L.S.
SURVEY PREPARED FOR z 121 EDDY DRIVE
MUNICIPAL PURPOSES. �—' DIX HILLS, NEW YORK
N. Y.S. LIC. NO. 49857
CLIENT- CARN£Y N DATE 11/9/98
(C) COPYRIGHT
LAN6 SURVEWRS REF.NO. 6352R
MAP NO. 1176 FILED 9/12/34 (516) 271--1141 7821 FIINAAL• SURVEY 11/18/2003
FaxTAX MAP DESIGNATION 1000-077-01-020. 1p
REF.NO. 6352R REF.N0. 6352R
UNDERWRITERS CERTIFICATE* 3
REOUIRED o
,
APPROVED AS NOTED
W
. DATE: •g•3 B.P.• 9696-�. o H c �,
FEE, 7 BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING d PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
- REQUIREMENTS OFTHECODESOFNEW
/. YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
Timm -- — — -- --` KIM --
— - ------ ---y - ALL CONSTRUCTION SHALL
\\ CI I
MEET ODES OF NEW YORK STATE.
HE
COMPLY WITH ALL CODES OF
\' NEW YORK STATE & TOWN CODES
1 AS REQUIRED AND CONDITIONS OF
� 3�3 SOUTHOLDTOWN ZSA
m
i -------- SOUTHOLD TOWN PLANNING DZ f,. L
- -
SOUTHOLD TOWN TRUSTEES
N.Y,S.DEC
o O
n//A
— -- -- - - — ----- --- — Z Z
-i -- -- 7 y - FLOOD ZONE- r
COMPLY WITH CHAPTER'46'
`V
! 1 r-T �I FLOO&DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
CERTIFICATION OF
NAILING S, CONNECTIONS
RE( UIRED.
'
OF NEW O
OCCUP R "*
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STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
FOR WALL OPENING PROTECTION OF120 MPH MECOND WINO GUSTS
(MAXIMUM MEAN ROOF HEIGHT:TRI
:WINDOW AND DOOR SCHEDULE __ _ -- i -- -_-- - - f -
MULTIPLE SECTION ASSEMBLY: 1/4"
THICK BOLTS @ 2'OC Z
2442 window nanoline 4.17 7.421 10 4 25 9 -28.1 30 31"X57' a w
Z
c
\ 21004e door 3068 therms-tru 19.98 area<20 20 4/5. 24.7 .12.4 45.3150.6 3'8"x70" a In
. . - - .___i_ - - ._ ._• _- _ -__�.. - - . - - -_ -
I z W
ALL
__.. —� -
011
ICOE FWINDOWS
CIIENT 1 0 WITH NPO mph BASIC WIND,SPEED. AS PER _IE _ MEETS NY STATE EGRESS REQUIREMENTS - - U ¢ Y
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT.
TABLE R 301.2(2) NEW YORK STATEBUILDING CODE.-
'WALL
HABRABLE SPACE -
WITH MAXIMUM OF &4, SPAN. FASTENERS FOR SPANS UP TO 6- SHALL BE 2 1/2-R 8 WOOD SCREWS AT
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8 WOOD STRUCTURAL PANELS+ _ _
16 O/C, FASTENERS ' Al
_- _ - _ _ __
-- 2" -#8 AT 12" O/C. "_.DODO
FOR SPANS UP TO 8'-0" SHALL BE 2 1/
,ALL NARROLINE WINDOWS MUST USE
\ 1/2" HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OF A 1/2" X 3/4" OP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4"
-_ - "; ....
HEIGHT AND REQUIRE THE INSTALLATON OFA SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT)
ALL UNITS MUST MEET OR E)rJrEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUSTME-ETOR EXCEED r
1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
GLAZING MUST MEET ASTM E 19%TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE
\ REFER TO SECTION R 1609 1 4 FOR ALTERNATIVE OPENING PROTECTION.
DO
a.
0
Z r
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01 L"1
SHUTTER ASSEMBLY (7 co
N.T.S.
FOR PANEL SPANS:0 e W.0"WIDE SPAN p } O
TABLE 11409.11A0
Z
23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") O'
Z
_ USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION.
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/k80"(w/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW® 18"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
M10 TEE NUTS ATTACHED TO BLDG.w/M1 Ox 1 y2"(W/WASHERS)MACHINE BOLT @ 12"O.C.
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 IDS 4-4
�
SHUTTER ASSEMBLY V,/ W
N.7.S. w
FOR PANEL SPANS:4'-0"OR WIDER SPAN Z
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. W
NOTEADDITIONS: U
2x4 STRONG.BACKS®24"OC 0
Z
K
ASSEMBLY: O
1).PREASSEMBLE PLYWOOD TO 2x4'S:S 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL LL
WOOD SCREW C 12"O.C.
�{ 2
ALTERWIVE EOR...-----._--- - --- -- --- -- -- - IN
=!4 y W
WOOD STRUCK L PANELS WITH A MN►tUM MCKNESS OF 7/10'
AND MAIMMLM PANEL SPAN OF e'0" (' w9¢ /t
�eHALL Bfi PERMR7E0 FOR OPENING PROT6CIION H ON�ANO lwO STORY BUILDIN08 PANELS_ y �/ O
faHALL BE FRECU710 COVER GLAZED OPENINGS WRH AWACFMEm'HARDWARE PROVIDED ff z
IREFE(I 709ECTION 1W91A AND 1WP6S AND TABLE 1e09.t.q
-.TABLE 1609_1.4 o3zz54.1 fix"
WINOeORNE DEBRIS PROTECTION FABIENVf—BCHEOUIE FOR W000 SMILIRMML PANELS F�
DODO.__.. -_ _—__ r_____ _.__.__-. __. _ o P
___.�._._. FASTENER SPACING INI AOFESStO
- PANEL SPAN TU"N PANEL 4-0"<PANEL S'JP a PANEL
FA67ENERttPE Prl,AN SPANP NE SPAN.ANE SPAN NE
i2 11Z SB WOOD SCREWS 16 16 12 9 -
21/2" ee WOOD SCREWS 1e 1e to 12
I�,1HI8 TA9�E IB Q�6EDONA„' UA W�INDI
DSP ED(96-�FAND QU6n_UF 13U MPH AILD MEAN 1_IdOF �J-
(HEIOHr�Fel �RLE56" .]—
19. FA47 Nk ERISHALLB NS.TA Ed ATOPI!OBTNO EN OIt T1E W00D S1RUCNMLPANL-- .
:O Wli6RE SCIi�WS'-��AATA�O�if)�A1�60NRY OR MASONRY/9T#:CO,IVIEY 6HALL_BE W li
IA�ino�oSfiCGfT�vewlm�FT"R€s`81ATir�NdH��IThvkro�MirTi.+un itim7up4wi --_ L7 0
GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES
- NAILING SCHEDULE
1.The
and rmall details. They aro Intendedctino a I -
1.The IMomtatlan on this set of construction documents Is to'Tdsfe traria dellen 1.All wells,2x4 and 2x6,to be stud gratia or better 16"olc. All other framing material (TABLE 91 MCLUDWO 3 3 AND 3.9
flamingconstruction aid,not a substitute to be e2 douglas fir or better. t AJ L
for generally accepted good'building practice and.compllonce with current New York
L111a6 SBC HIGH WIND EDIfI)K-WO-00-FRAME CONSiRUCTgN MANUAL - - ---
-- --- -..- . .T_N MA -- - -- -�
staph bulitltng wtles. The general contractor Is responsible for providing standard 2.All mod framing in contact with concrete or masonry to be pressure treated.
construction details and procedures to ensure a professionally finished,structurally
sound,and weatherproof completed product 3. Provide double fleorjoists under all wells parallel to 6oerjolst span direeflon unless
•
otherwise specified. - 400F FRAMING
RA
2.General Contractor to coordinate all sub contractors,scheduling of work,and FTERID TOP PVITE _ __ _1T6E N----- B'-0"WALL 3$6 PER RAFTER
Interaction between trades. 4. Provide x-bracing or Colic blocking at a maximum of 8'-0"o/c for all dimensional -._ 10740^WAiIAad PR nF7R
C_LING O.STIb _P PLATE
lumber N_I_L_D FERJI
__ _ 10-0 WALL 4-0d _� PER JOIST
3.The general contractor b responsible for ensuring that all Wolk and construction __ - ,__
meets or exceeds current federal,state,and local codes,ordinances and regulations, 5. Floor construction:''/."tongue and groove plywood subfloor. Finished material to be - ED __ _ SEE TABLE 3 7 EACH LAP _ -
CEA GTOI3T LAPS OVER PARThIONS FACE NAILED ___ _ SEE TABLE 3 7 EACH LAP_anetc. These d should codes dhered to even as pelt of the withspecifications for this building applied over subfloeL Glue and screw plywood decking d floor/ollte. _ ran
CEN-LNG JOIST TO PARALLEL.RAFTER FACE NAIL
I
COLLAR TIE 10 MFIER _ FACE NAILED �_ SEE TABLE 9 4 - _ PEH TIE �� '-
n g they aro m Variance with the plan. BLACKING 10 RAFTER _ _- 1�TOE W11LED __ 348d _ _ EACH END
7.All window and door header!to be minimum(2)2x10 unless otherwlae specified. RMA BOARD r RAFTER TERb W EE-b 2-i6d EACH END
4. Dimensions shall take precedent over scale drawings(do not scale drawings). All Interior headera to be(2)2x10 unless otherwise specified - - "'" - __ - - - - I- - - - - - - -- - -- - - -- -- - - -- -EACH-
WALL FRAMING Z W
S. edesi designer n beenengaged ._.___.______LATIF -. _ _. .H- _-ICED. __ _ _ -_ .-- '- ....__._- -__._.___.. _ _ _ - .- .__ _ 3 w
Th g0 has at beefor constrUCtico supervision and 88lume!n0 8, Provide full solid blocking under all beenng walla TOP PLATE 70 TOP PLATE IFACE NAILED __ _ _ _2-�etl _•_ _ _ PER FOOT
responsibility for construction coordinating with mese plans, nor responsibility for TOP PLATES AT I_N7_ERS_ECTWNS FACE NAILED 4180 __ JOINTS-EACH SIDE U ¢
construction means,methods,techniques,sequences,or procedures,or for safe 9.All beams to have adequate bearing at each end or as specified. SWID 70 STUE -
q q P fa q g P - __ IFACE NAILED - . _ - - -_2-1Btl _ _24"O/C
precautions entl -_ - _ --
p programs In connection with me work. There are n0 wBrrenties for a HEADER_TO HEADER IFACE NAILED __ ietl-�� � 16"Old ALONG EDGES
._._ i_._ "_ _ _
specific use expressed or Implied in me use of tltaae plans. 10.All flush beam and foil(Intaroectlons to have galvanized hangers, TOP OR BOTTOM PLATE TO STUD SEND NAILED 2-16d _ _ PER 274 SND - -
._ -
3-1812 __ PEfii 27M STUD
e.Refer to floor plane,exterior elevations, and window schedule for types and sizes of 11.Typical exterior walls and roof to be sheathed with 54"exterior grade plywood or - -- - _ - -- - 4-16d PER 2�STUD - -
BOTTOM PLATE TO FLOOR JOIST, - - - - - - - --
WlndOwa. All WI^ddwe to be Anderson high performance quality or approved equal. h7/16"ead OSB plywood,group 1,APA rated. Plywood to span over all plates and BANDJOIST, END JOIST, OR BLOCKING FACE NAILEDr246d •- PERFOOTheatlers.7. Door and window headers to atlgn unless otherwise noted. FLOOR FRAMING _ i12.Provide insulation baffles al save vents between rafters J0157 TO SILL TOP PLATE OR GIRDER 770E NAILED _ _ __B. neral contractor is to ensure mat masonry entl pntabriceted fireplace -- IS - - r - �-- - - - -BRIDGING TO JOIST ,TOE NAKED _ _ EACHENDeorlatNctlon meeta or exceetle all manutactoror's a iflcetlona and a Ilcebla cotlea. 13. Exterior flashin to be correcti matalletl et all connectlone between recta,walls, B -- G _- OIS - � � -Pco PP 9 Y BLOCKING TO JOIST TOE NAKED chim^Cys,proJectlons, entl pe0e1rati0ns as rogUlretl by approved oonetNttiOn BLOCKINGTO SILL OR TOP P_LAT_E9. ME NAILED _ _ _ EACH BLOCKrel s such a r to consult and lying, an with the owner entl me lens tor all racticea ---- -aneP P LEDGER STRIP lO BEAM �� i FAbENAILED _ _ EAbN JOIST
bulli In items aueh ae beokcases,aheNinp, pantry,Goseq,ed. JOIST ON LEDGER 16 BEAM -!TOE RAILED _ _ PER JOIST
14. General conireClor to provide adequate epic ventilallon and root vents BAND JOISTTD JOIST 'END NAILED __ _ PER JOIST 10.ProWtle hardwired smoke tleteldrs,with battery backup,on all flwra end in each BAND J016TTD SILL OR TOP PLATE TOE NAKED PER F66T
room,v with local code requirements as per Section R317, New York Stele 15. Provide appropriate soffit ventilation at overhangs. - -
Residential Construction Code, Install Carbon monoxide detectors as per code. ROOF SHEATHING _ _
GENERAL PLUMBING NOTES STRUCTURAL PANELS - _ - - ----
--- 4'PERIMETER EDGE ZONE-1fi"O/C-8"AT PANEL
GENERAL FOUNDATION NOTESEDGES AND AT INTERMEDIATE SUPPORTS IN THE
1.Plumbing subcontractor to be responsible for adhering to all applicable code and ad _ _ _P_A_NEL__F_IELD _
safety requirements. - ___- _ - -- _ - _ __ -- - _ - - INTERIOR;&* _ _.__- ___ _ _. _ .__ _ _ ._ N co
1. General contmotorto review plan!,elevations,and detalls to determine Intended -te"O/C-8"AT PANEL EDGES AND 12"
_- _ _ _ Sd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Q O
heights of flnishetl floor(s)above typical gratia. 2. If wall plates or joists aro cut during the installation of plumbing fixtures or - - - - -- - " - - a
equipment provide bracing to fie framing beck together. FOR ROOF SHEATHING WITHIN 4'-0'•OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4•-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0" Z r
2.Ali REQUIREMENTS SHALL BE USED. W a
ry j g - P 9 PP CEILING SHEATHING- I. - _. _, _-_ _ __-__ __. _ . _ _ _ _ - .-. -_ _. - - _
rags l0 roat on untlisturbed aril. PERIMETER EDGE ZONE ATTACHMENT R
GENERAL HVAC SYSTEM NOTES - - - _ �
3.Provide%"a anelon oink material between all concrete Blabs and abutting _ Ur co
concrete or mason wells occurring In exterior or unheated Inferior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and GYPSUM WALLBOARD _ 5tl COOLERS _ 7"EDGE/10"FIELD
so"requirements. WALL BNFJITHING _ __ ___ _ 0 }
4. Unless otherwise noted,all slabs on grade to be 2600 psi,Concrete on 4"sand or _ -- _ _ __
gravel fill minimum,with 6x6-10110 wire mesh reinforcing. Interior slabs to be placed 2.HVAC subcontractor to fully coordinate all system data and requirements with the STRUCTURAL PANELS - Bd- - -- ----f EOOE ZONE-1B•'O%C-B°AT PANEL EDGES AND 12" a Z
on B tall, stabilized polyethylene vapor bather. equipment supplier. - , _ : - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ X r
ad INTERK)R ZONE:)w O/C--Cr AT PANEL EDGES AND 12"
5. Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide finale stem layout drawling and submit it to general - - - - _ _ - - - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ Z d•
P y Y 9 9 FIBERBOARD PANELS 7115" W W EDGE/6 FIELD
contractor,owner,and equipment supplier for final review and approval. -- - -'--- - " - x26162" - _-_--- - - "- " - 'E- `---- - -- - - - - -S.General contractor to install cop-expo(or copper)sheet metal termite shields - . _ _ - ad 3'EDGE/fi FIELD _
C��L� /'� C GYPSUM WALLBOARD I _ _ _ Sd_C_OOLER_S _ _ 7 EDGE 110 FIELD _
NCVV CODE 4'12156.2JNE-16"O%C-
FIELD-
between all Wcod surfaces that sre exposed to g00Crate Or masonry eUfIBCBs. 8"AT PANEL EDGES AND 12"
------------ _ HARDBOARD _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
7.Dampproof exterior of foundation with a bituminous coating as per code and soil GENERAL WIND PROTECTION CONNECTION NOTES m iNTERIOR ZONE-16"0/0.6"AT PANEL EDGES AND 12"
conditions. Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
and 1995 SBC High Wind Edition Wood Frame Construction -- _-- _ - -
GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Woad Frame Construction FLOOR SHEATHING
STRUCTURALPANELS-1"0R LESS i _ sit 6"EDGE/12"FIELD
1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A wminuous load path between footings,foundations walls,floors,studs and roof
2.All interior wells to be covered with R' sum board with metal comer rcintoroln Standard Building Code,Table 2306 1 shall be installed In accordance with TABLE 3AT -- _ I_ - TABLE 3.7
framing shall be provided. _
r 9YD g 'taB5 SBC HIGH WIND EDITION WOOD 1
Tape,scat, entl Send 3 mats). 2.Approved connectors,anchors and Omer fastening devices not included m the 1985 SBC HIGH WINO EDRION VY00D FRAME (� Cr
`FRAME CONSTRUCTION MANUAL iCONSTRUCTON MANUAL _
3.wage common to garage and house to have a layer of 5/6",fire rated gypsum board manufacturer's recommendations. 'RAFTER SPACING 1S OIC ', _ rRgFIER SPACING 1e' AL -. ul
at garage side with""return on adjacent Wella and telling, Manufactured lumber �12b mph FASTEST_WINDSPEED Z
requires 2.layers of 5/6",fire rated gypsum board. 3. Metal plates,connector, screws, bolts,and nails exposed directly to the weather or 5�.�.1;1 W
subject to eek corrosion in costal areas, shall be stainless steel or hot dipped 3.12 5 6 11 1 ^ LU
4.All bath and toilet area walls and ceilings adjacent to wet areae to have water galvanized. Ur
resistant sum board,or wall Ole set on wonderboard ore equal. 412 4 e B i t Z
gypsum q F
_ _ _ _12 _ _3
4, Where windows and doors Interrupt wood structural panel sheathing and siding, 16 4 712 3 q 5 B X
framing anchors or connectors shall be provided at the top anti bottom of cripple 206 O
studs,header studs,and el least one stud at each side of opening. 246 9.12 3 3 4 5 O
- - 2B 7 12:12 3 3 3 4
LL
MINIMU "UNIFORMLY,DISTRIBUTED NE LOADS gbet) S.Ridge straps shall be attached to each pair of opposing rafters except where collar _ _ 32 s
EXIERIOR BALCONIES 60 ties of 1 x6 or 2x4 lumber is located In upper third of attic space and attach to each pair 36 - Z
DECKS 40 of rafters, _ 5:12__ _ _ 12 3 Q
ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be provided at each rafter bearing. - 1S - 4 - - W
ATTICS W ITH S RAE 40 _ 20- a O
/.
ROOM OTHER THAN SLEEPING ROOMS) 40 7 Floor to floor hold-dooms to be provided every 46,and every 16"within W of exterior _ - - 24
8 E ROOMS 30 comers. 26 6 / `fir',• - y i
32 7
C IA FOR.CALCULATON OF DEAD LOAD 6.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 3
- --
A.I.A.VVtIIUHfb Q1- MATIERIALU REFERENCED TO with anchor bolts having a min.boll diameter of 5/8"and 3"x 3"x 1/6"washers. 12. A - - _. - _ i6- - - - �
ARCHITECTURAL GRAPHIC STANDARDS minimum of one anchor bolt shall be provided within 6 to 12 Inches of each and of -- -_ - -- - 20 - - - --- a
each plate. Anchor bolts shall have a minimum embedment of 7 inches in cortcretel - - 24 - - -- Pq
NOW - masonry foundations. Anchor bops shall be located within 12 inches of comers and at --- -"-- _ - - s6 - - 5 OFES3l0
spacing not exceeding 4 fee[on canter _ _ 32 _ _ 6 I)
GROUND SNOLOAD 45 We. _.-__ _ __ �____--____..__._--_� MIS 7 / (J
____--- 7:12.1 '12 12 2
_._ ._ 16
IC THESE NOTES ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT _ _ __
DESIGN CA B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 20 _ 4
GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 24 4
W E GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. -- " - - 32 6
IND SPEED - 120 m h - --- - ---"--- - - yB - - 6 w w LY
E 08U CATEGORY ¢ 4
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RAFTER
A N A Ln
- RIDGE— RIDGE--- RAFTER--- -t7
USP RT16
RAFTER RAFTER -
TOP PLATE- -- TOP PLATE - <-�
USP LSTA21 USP LSTA21 — USP SPTH4 --
USP RT20-- -
USP LSSH178 WALL STUD WALL STUD fl
A RAFTER/RIDGE/RAFTERwiTH'OT rB RAFTER/RIDGE/RAFTERmocT �C RAFTERIPLATE/STUD 4D E RAFTER/PLATE PLATE/STUD
- _— - - _ - - - - ------ -- —
WIND PROTECTION CONNECTION FASTENING SCHEDULE o
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A RAFTERIRIDGE/RAFTER WITH CT' LETA 21 uj
B RAFTERIRIDGEIRAFTER WITHOUT CT LSTA 21 + LSSH179
C RAFTER/PLATEISTUD RT20
D RAFTERIPLATE RT16 g
E PLATEISTUD SPTH4
F HEADERISTUD RT3 Z
G HEADERIJACK STUD LSTA12 m
H FLOOR TO FLOOR KLFTA m
I STUD/PLATE/SILL MSTA36 or RS16-R
J ANCHOR BOLTS STB16
K POST ANCHOR FOR DECKS PAU SERIES
L POST ANCHOR FOR COVERED PORCHES CBE SERIES
2ND.FLOOR WALL STUD 1 J® OR 2X4- 16" O/C COLLAR TIES MIN.
1ST.FLOOR WALL STUD S^"'I
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2ND.FLOORA-
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S'T'UDS SUBFLOOR 1ST.FLOOR PLATERIM BOARDfQ
SUBFLOOR—USP KLF7A USP MSTA3S OR RS16-R-
STUD ----- - -- RIM BOARD ------ -
1ST.FLOOR TOP PLATES -- POST - - - - -- -- POST
uer
DOUBLE SILL PLATE —
HEADER - OL
m y y
USP RT3 -- IST FLOOR WALL STUD FOUNDATION WALL - USP PAU - — (' °+' a USP CSE ------ -
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P.C.FOOTING — -=-, F� t. '- a P.C.FOOTING -
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