HomeMy WebLinkAbout36921-Z s1}FFpl�c Town of Southold Annex 6/29/2012
oyo� �Gy� P.O.Box 1179
y 54375 Main Road
o Southold,New York 11971
r
CERTIFICATE OF OCCUPANCY
No: 35789 Date: 6/29/2012
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1380 Bridge Ln, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 85.-2-5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
1/4/2012 pursuant to which Building Permit No. 36921 dated 1/11/2012
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:
Additions&Alterations to a Single Family Dwelling(Great Room, Bedrooms, Baths, Laundry, and Unfinished
Basement as applied for.
The certificate is issued to Oman,Henry
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 36921 5/24/12
PLUMBERS CERTIFICATION DATED 6/15/12 &K Plumbing
c
'A�— Al
Auth ' d Si ature
SpfG)j't TOWN OF SOUTHOLD
BUILDING DEPARTMENT
/ TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 36921 Date: 1/11/2012
Permission is hereby granted to:
Oman, Henry
1380 Bridge Ln
PO BOX 248
Cutchogue, NY 11935
To: Additions &Alterations to a Single Family Dwelling;
Great Room, Bedrooms, Baths, Laundry, Porch,
Unfinished Basement, as applied for.
At premises located at:
1380 Bridge Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 85.-2-5
Pursuant to application dated 1/4/2012 and approved by the Building Inspector.
To expire on 7/12/2013.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,004.00
CO -ADDITION TO DWELLING $50.00
Total: $1,054.00
0,4
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. I. �• /?-
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ISO OK
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
I�L, P"
�\ Ap lican S'gnature
SO(/T�O
Town Hall Annex l0 Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.richert@town.southoId.ny.us
Southold,NY 11971-0959
COUNV I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Henry Oman
Address: 1380 Bridge Lane City: Cutchogue St: NY Zip: 11935
Building Permit#: 36921 Section: 85 Block: 2 Lot: 5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor. Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat 1-ga Duplec Recpt 23 Ceiling Fixtures 7 HID Fixtures
Service 3 ph Hot Water 1-e GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures. 24 CO Detectors
Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps' .
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches F]32 Twist Lock F1 Exit Fixtures TVSS
Other Equipment: 1-combo smoke/co detector, 3-paddle fans, 27heat lamps, 2-ARC fault circuit brks
Notes:
Inspector Signature: ��q,w � Date: May 24 2012
81-Cert Electrical Compliance Form.xls
To%%m Hall,53095 Main Road �� Fax(631)765-9502
P_a7_.Box i179 ®� � Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOLYMOLD
CERTIFICATION
Date:—
Building Permit No. 3( q
Owner: 0 M /4 r()
(Please print) •��3�('
i a
Plumber.
(Please print) -7
I certifythat the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this
day o - , 20_L
BONNIE].DOROSKI
Notary Public, Co:%01610195'328,
lic State Of New York
Suffolk Co
Term Expires July i 20
SO(/r�o
cOUMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RQUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ))
DATE �°� �� INSPECTOR
f3F SOpr�olo
cou
TOWN OF SOUTHOLD BUILDING DEPT.
7C5-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
NFOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
pF S011r,o�o
jzn co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
, LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE r� INSPECTOR=-2"t
OF SO3 � 7
p ��
� O
Olycou I 10
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ % ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[FRAMING/STRAPPING [ ] FINAL f
[ ] FIREPLACE & CHIMNEY [ ] FIR AFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: --� ---P �—
L
DATE //' ),---INSPECTOR
�✓� �� / OF SOUTyo
cOUNi`1,�
TOWN OF SOUTHOLD BUILDING DEPT. .
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
r 6
i
DATE INSPECTOR
OF SOUryOlo
coorm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE �`� �- INSPECTOR
• ao
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
INSPECTOR
�o��OE SO(/r�Olo
cOUNi'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUG PLBG.
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING/STRAPPING [' FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
FIELD INSPICCTX)N REPORT DATE COMMENTS.
ALL! .. .
FOUNDATION(1ST) �
- - -- ----- -�_---- -----
IN
22 �
FOUNDATION(2ND) ol
z
C
ROUGH FRAAnNr& ` '
PLUMING
V"H
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL.COMMENTS .
A '
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TOWN OF 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 q ( Survey .
SoutholdTown.NorthFork.net PERMIT NO. 1 I Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ® ,20 I°Z . Storm-Water Assessment Form
Contact:
Approved I ,20 f Mail to: � (/�
G/-
Phone:
Exn
—�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date I 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to•the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public.streets or
areas, and waterways:
c. The work covered by this application may not be commenced before issuance of Building Permit...
d.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'In.pector
issues a Certificate of Occupancy.
f. Every building permit shall,expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,:a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New•York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described..The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,%and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer; general contractor, electrician,plumber or builder
ye�4ox
Name of owner of premises
(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:
P" L"=9-e C&4�,,ko L)c
House Number 9treet - Hamle
County Tax Map No. 1000 , Section L Block a Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intend d use and occupancy of proposed construction:
a. Existing use and occupancy Sr✓!�1P a/mi Lin re;�,16L^Ce..
b. Intended use and occupancy �v�CM,tk�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work Con tjcV - garme. 4 d GfiY2
(Des ription) reV 4A
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth 3
Heigh Number of Stories �—
Dimensions of same structure with alterations or additions: Front �'� ` Rear
Depth `519 Height ,5�-q`' +/ Number of Stories i
8. Dimensions of entire new construction:Front Rear / Depth ' a9'� ,
Height 15'q " Number of Stories l
i
9. Size of lot: Front c230 Rear /� Depth 0 s
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO:-
13. Will lot be re-graded? YES)—( NO Will excess fill be removed from premises?YES NOX
14.Names of Owner of premises �)kA" Address Phone No.
Name of Architect Address Phone No
Name of Contractor & UV � , Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOx
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY E 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_>C-
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
.Q,V being duly sworn,deposes and says that(s)he is the applicant
(Name of individual si 'ng contra )above named, CONNIE D.BUNCH
�e-S Notary Public,State of New York,
(S)He is the No 01 BU6185050
(Contractor,Agent,Corporate Officer, etc.) Qualified in Suffolk County
Commission Expires April 14,iD 1—
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
Lt day o 20 La-
Notary Public Signkure of Applicant
d� k Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.CSJYLib
�VJ
V- THE FOLLO�HG ACTIONS MAY REQUIRE THE ON MISSiOW OF A
_==0���G)------ STORtV!-WAT siRADING DRAINAGE AND EROSION CONTROL PLAN
on CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No
a. What is the Total Area of the Project Parcels?
(Include Total Area of all Parcels located within Will this Project Retain )Inch
Site?
the Scope of Work for Proposed Construction) r Generated by a Two(2'�Inch Rainfall on Site?
(S.F.1 ) T (This item will Include all run-off created by site
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as a0
and/or Ground Disturbance for the proposed �i�Z �G > Site Improvements and the permanent creation of
construction activity? /(S.F./Acres) impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed n
PROVIDE BRIEF PROJECT DESCRIOMON tPtowaA Pages es Nmaded) Drainage Structures Indicating Size&Location?This />CJ ❑
Item shall include all Proposed Grade Changes and
.-?"t2nw- D, Gx 6 :J2 ae Slopes Controlling Surface Water Flow.
/r
3 Does the Site Plan and/or Survey describe the erosion
01W(A � -fb I��,.��N(� li/RJR and sediment control practices that will be used to
\ } control site erosion and stornr water discharges. This
N / OA ).> item must be maintained throughout the Entire
Construction Period.
4 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 1L_
of Material within any Parcel?
rj Will this Application Require Land Disturbing Activities a
Encompassing an Area In Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the ❑
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP uirements: or within One Hundred(1W)feet of a Wetland or
Submission of a SVVPPP is required for all Construction activities involving soil Beach?
disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes
are part of a larger common plan that will ultimately disturb arm or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to a
the D£i ng C Construction
onsteuctionad that a SPDF�Involving soil dist of less than one(1)acre where one Hundred(100')of Horizontal Distance?
permit is required for storm water discharges.
(SWPPP's Shall meet the eAlnimum Requirements of the SPDES General Permft 8 Will Driveways,Parldng Areas or other Impervious
for Storm Water Discharges from Constriction acts tty-Permit No.GP440-t)01.) Surfaces be Sloped to Direct Storm Water Run-Off a
i.The SWPPP shall be prepared prior to the submittal of the NO].The NO]shalt be into and/or in the direction of a Town right-of-way?
submitted to the Department prior to the commencement of construction activity.
2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement Of Material,
required,post-constn,caon storm water management practices that will be used arduor Removal of Vegetation and/or the Construction of any
constructed to reduce the pollutants in stone water discharges and to assure )tern Within the Town Right-of-Way or Road Shoulder
compliance with the terms and conditions of this permh.In addition,the SWPPP shall
identify potential sources of pollution which may reasonably be expected to affect the Area?tmtr ,icarh eKll NOT Induce the thhshu�lohh of Dr(vew�r Arxarm) El 4
quality of storm water discharges. NOTE: R Any Answer to Questions One through Nine is Answered with a Check Nark
3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction sitefflaturbance Is between$.ODD S.F.&1 Acre in area,
component shall be prepared by a qualilled Deslgn Professional Licensed In New York a SbtrndNaten Grading,Drainage&Erosion Control Plan Is Required by the Town of
that Is knowledgeable in the principles and practices of storm water Management. Southold and Must be Submitted for Review Prior to leauande of Any Building Pwmh.
(NOTE: A Check Mark(4)arwd r Armvmr for each Question is Required for a Complete App iicow)
PUNCH
S1A-17E OF NEW YORY, Notary Public,.State of New York
COUNTY OF...........................................SS No.01 SU6185050
Qualified in Suffolk County
1�rat f 'M Commission Expires April 14 2
............. .. ..... ...... .... !..............being duly sworn,deposes and says that he/sbe is the applicant or ermit,
(Name of i uai sigi ft Docu )
And that he/she is the .......................... J.� .N...owner.Contractor. '
.. ...........................................................
Agehii Carpoiate Officer;etc)
Owner and/or representative of the 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 wall be performed in the manner set forth in the application filed herewith.
Swom to before me this;
............. .. ...............day o ......................L.. ..........
NotaryPublic. ...... !..... .......... ... ... ............... ..... . . .... ..........
......
(Signatur of ppibam)
FORM - 06/10
BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed:
Applicant: ,✓v Owner:
Architect/Eirgtffum. t.AkJ2f J� Estimated Cost:
SCTM# 1000 Subdivision: Zone: Conforming?
l3
Property Address: 80 City: Pre COs?
Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info:
BP -Z/C/o Z- , Info: - BP -Z/C/o Z ,Info:_ BP -Z/C/o Z- ,Info:
Single& Separate Search Required? Y o Determination: ' �TQRM�rYT1�.,.R_ttN 4. F: o
REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. dv7 ACT: Lot'Cov.
REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear
REQ. Height. 3 5 ACT. Height Rea, �o-rm SI D cs A C T
vp sc ion.
:Projec .
P '4� .
Waterfront? Y or(N.
If yes, water body: �� Panel# -----Flood Zone: Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED PLgN S 4f) SIGNED, 5FALED ®nSueVEY oR
Suffolk County Health: Yore- If yes, *Bed#: _ *Date: /_/ *.Permit#: Town Septic: Y-NI
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PR&DEC 9/1/75 Y orQ- Date: / / Permit#: or NJ Letter-- Notes:
Southold Trustees: Y or(9- Date: / / Permit#: or NJ Letter=Notes:
Southold ZBA: Y of Io - Date: / / Permit#: -Notes:
Southold Planning: Y C& Bate: '/ / Permit#: -Notes:
Town Landmark C of A: Y oGDTE: _/ / *NYS CODE. ompliance(page 2): Y or N
CaNTRAcT,ox kIce-NSE D15,4BILITY LIltBILITY 1!1/01ek/'1EN5 C0MPeVVS4-r1oA1
Notes' ;
Fee Structure: Calculation:
Foundation: 6 75- SF P-6 /0 X$ . T n=$ L , 00
First Floor: -3 '3�__SF + Initial Fee: $ oLo 0, 0 ep
Second Floor: SF +Additional Fee ( ): $
Other: SF SF X$ , . =$
Total: SF +Initial Fee: $
���i ��
C of D FiEE +Additional Fee ( �: $
�
As BUILT FEE TOTAL: $ f 00 +, 00
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground SnowLoad:2.0 Wind Speed:.42OMPH "Selsn' U'Deslgn Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 -fee 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: YIN
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE: Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N ti
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
..ENERGY CALCS:®/N (R€SCHECK) P0 la
TOTAL COTAKIENCE? Y/N (RETURN TO PAGE ONE)
O��pF SO(/r�Ql
� o
Town Hall Annex Telephone(631)765-1802
54375'Main Road H (631)765- 5
ro-ger.richertCd own.soutgoIny.us
P.O.Box 1179 �Q
Southold,IVY 11971-0959 OI�C��lm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License No.:
Address: Uc�4ec_
Phone No.:
JOBSITE INFORMATION, (*Indicates required information)
*Name: C 44A/
*Address: �3f�� Bf' � 1t'I�vr� ,�� �ox�y� Cvrc AJ
*Cross Street: T
*Phone No.: (yj 74�_ 5-11-SP,
Permit No.: 31�W
Tax Map District: 1000 Section: a Block: 2 Lot: S
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) 400 6 7-1 OA�
(Please Circle All That Apply).
*Is job ready for inspection: YES / NO Rough In Final
*Do.you need a Temp Certificate: YES / NO
Temp Information-(If needed)
*Service Size: 1 Phase 3Phase 100 1'50. 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead /
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
BRIDGE LANE
'*-MAIN ROAD
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got SUUOLK COUNTY HEALTH DWAHTMM
The sewage disposal and water supply
g•�, facilities for this location have beon
inspected by this department and found, '
to be satisfaatorya; °
Chios- of Gene`
' $ervic"
` DAVIDS
NEW DRYWELL
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x . I G7 x 7.5 =`2255 gallons Q U z
—___----�/ REQUIRED - (2) 6-0" X 4'-0" RINGS z Z
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OF SOUryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
y�4UNT1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 11, 2012
Henry Oman
PO Box 248
Cutchogue, NY 11935
Re: 1380 Bridge Lane
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
V/ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning #765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36921 —Addition/Alterations
o��oF so�Tyol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road t Fax(631)765-9502
P.O.Box 1179 G • Q / j
Southold,NY 11971-0959 �
olycDUffm��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 11, 2012
Henry Oman
PO Box 248
Cutchogue, NY 11935
Re: 1380 Bridge Lane
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (Allpermit's involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning #765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36921 —Addition/Alterations
1R
REScheck Software Version 4.4.2
Compliance Certificate
Project Title: Oman Residence
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
1380 Bridge Lane Nancy Dwyer Design Consulting,Inc.
Cutchogue,NY 11935 Southold,NY
Sep
Compliance:1.3%Better Than Code Maximum UA:227 Your UA:224
The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross • • UA
Assemblyor
Perimeter •
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1304 19.0 0.0 61
Wall 1:Wood Frame,16"D.C. 1087 15.0 0.0 73
Window 1:Vinyl Frame:Double Pane with Low-E 93 0.320 30
Door 1:Glass 46 0.310 14
Ceiling 1:Flat Ceiling or Scissor Truss 1304 30.0 0.0 46
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
Name-Title Signature Date
Project Title: Oman Residence Report date: 01/03/12
Data filename: Untitled.rck Page 1 of 4
�( 2010 New York Energy
j Conservation
Construction Code
Certificate
Ceiling/Roof 30.00
Wall 15.00
Floor/Foundation 19.00
Ductwork(unconditioned spaces):
Glass& ®s.
Window 0.32
Door 0.31 NA
Heating 8, •.
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
OMAN RE51DFNCE
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COV- L'I V,11TH ,ALL CODES OF C �
ELEGTRVDAL NEW Y0I-'-X STA E & TOWN CODES
PLUMBING INSFI-'OTION I� Q I7ED AS REQUIRED ,�;I P-IONGITIGN��-- u
ALL PLUP,"BING WASTE '`
&WATER LINES NEED SONLD
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1 F N[)Al ON -TWO REQUIRED
� �: PO.IRED CONCRETE "� •�' �. Y
2 vH FRA',1iNG.PLUMBING, '' 14
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® FRI 4 F11�AL-CONSTRUCTION &ELECTRICAL 6 Off'
1416ST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE J
REQUIREMENTS OF THE CODES OF NEW �� z
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YORK STATE. NOT RESPONSIBLE FOR
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RETAIN STORM WATER RUNOFF W Z
PURSUANT TO CHAPTER 236 J
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BUILDING DEPARTMENT CRITERIA U O
f'Ltlj�ldEFi�% �=?TlFICATION I OCCUPANCY CLASSIFICATIOPl R-3 RESIDENTIAL - SECTION 3 10 BUILDING CODE N.Y.S. Q U z
c:?N LEAD CONTENT BEFORE USE DWELLING UNIT - SECTION 3 1 0 - 310.2
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":i ,R iFICATE OF OCCUPANCY 2 HEIGHT 15—6" +r— rr ^
r FIRE AP,EA (5f) G75 NEW: 1 300 5Q. FT. TOTAL V
FOLDER USED !ti WATER o
6UPPLY SYSTEM CANNfC7 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION rrc�EF!_�2/10 OF 1% L�'�n.�.; 4 DESIGN CP,ITERIA PRESCRIPTIVE DE5IGN - 2001 HIGH WIND EDITION WFCM W
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5 FRAMING ELEMEIIT5 SEE FLOOR PLANS AND SECTIONS
G DESIGN LOAD CALCULATIONS SEE PAGE G
7 WINDOW AND DOOR 5CHEDULE SEE PG 7
� ' 1 �t ��C° OOR8 LOAD PATH REFEP TO BUILDING SECTIONS
3 MAILING SCHEDULE SEE PG G
USE IS AkfVl .pe I 10 EGP.E55 SEE FLOOR PLAN
Wi I H®UT CEP"'-
p � t�; 12 FIRE F TECT NG RISER DIAGRAM PAGE:
ION SEE FLOOR PLANS AND SECTIONS
�- �^1��;U I� r�l` `if 13 TKU55 DESIGN DFAWINGS fI/A
4 14 ENERGY CALCULATIO115 ATTACHED I
GENERAL NOTES:
• The information on this set of construction documents is to relate basic design FRAMING NOTES: PLUMBING * HVAC NOTES:
intent and framing details. They are intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with . All lumber is to be Douglas Fir#2 or better at I G"on center • All plumbing work shall be done by a duly licensed lumber and must conform and adhere
current New York State building codes. The general contractor is responsible for p
to all New York State budding codes saftey requirements.
providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACO'designation finished, structurally sound and weatherproof completed product. wrefers to current arsenic-free treated wood standards and shall take the ' ' • l'-
place of If wall plates or Joists are cut during the installation of plumbing fixtures or equipment
• General contractor to coordinate all subcontractors, scheduling of work and contractor must provide appropriate bracing to tie framing back together. Z
interaction between trades. • All TJI'5 are to be installed in accordance with the manufacturer's specifications and shall include
squash blocking web stiffeners at bearing points on girders and other load bearin • N
9 areas Baseboard heating is to be hot water and zoned. Plumbing contractor is to
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• The contractor is responsible for ensuring that all work and construction meets C) Oaddequately size the system and place the baseboards in an unob5tructive location in each room N
or exceeds current federal, state and local codes, ordinances and regulations, etc. • Structural Steel ASTM A3G - FY= 3G KSI requrd t h
ieo recieve eat. Minimum of one thermostat for each zone will be required.
These codes are to be considered as part of the specifications for this building plan. O O; Q
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • Mechanical subcontractor is responsible for adhering to all applicable codes and w Q N Z
• If in the course of construction, a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be 5afte-ly requirements.
indicated on these drawings, the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications.
f the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom. • HVAC subcontractor to fully coordinate system data � requirements with the U,
• All floor sheathing is to be 4"AC type plywood, tongue groove and shall be glued and screwed to erluipment supplier and to provide final system layout drawing and submit it to general contractor, ?
• Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. the floor Joists(G"o.c. edges* 1 2"o.c. field) owner and equipment supplier for final review�approval. Q JU
• The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-O"max. or mid span of all floor joists with spans exceeding ELECTRICAL NOTES:
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responsibility for construction coordinating with these plans, nor responsibility for 8'-O". Blocking i5 to be installed at all point load bearing points.
construction means, methods, techniques, sequences or proceedure5 or for 5aftey
precautions and programs in connection with the work Indicated. There are no • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include
warranties for a specific use expressed or implied in the use of these plans. Install double Joists under all partitions running parallel pp
installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by
• Contractor to provide hardwired smoke detectors, with battery back up,and with • All exterior wall headers to be 2- LVL'5 as indicated on floor plans*sections and all interior owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install
no intervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0"shall have a double alll outlets as per code. All work 15 to be done in strict accordance with the New York State Code
requirements as per Section R317 New York State Residential Con5truciton Code. Jack stud with a single king stud on exterior walls provide double sill plate(typical). by a licensed electrician. All new switches �outlets to be Levition, standard, supplied f installed 1Z
Install carbon monoxide detectors as per code. by contractor. Contractor to do all hook-ups as required for bathrooms. to
OUNDATION NOTES: Provide insulation baffles at cave vents between rafters and soffit vents as indicated Z on plans Z
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• General contractor to review plans, elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs, walls, O p Z)
intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. J � O A
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• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. FLOOR PLAN NOTES: 021 0• Concrete shall be FC = 3,500 PSI @ 28 days OU — U
• Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS _
• Concrete on 4"sand or gravel fill minimum, with GxG- 10/10 welded wire mesh
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor • All interior walls to be covered with z"gyspusm board with metal corner reinforcing. All
barrier. Welded wire mesh is to be placed in the top third of the 51ab and is to be drywall products, including gypsum board, screw,joint compound,tapes 4 trim shall be U.S. Z
adequately supported by precast concrete bar supports to assure that the reinforcement Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final O
is held in position during concrete placement and finishing. coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and ,^
5packled, 3 coats, ready for paint. W w
• 15olation joints are to be installed between the slab and the walls. Use preformed U >
joint filler that is to be cut I/2"below the slab surface and the resulting Joint is to be filled ' Insulation ratings and installation locations as indicated on floor plans 4 sections
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with an elastomeric joint sealant.
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• ails common to garage and house to have a layer of Q W LU
8"fire rated gypsum board at
• General contractor to install cop-r-tex(or copper)sheet metal termite sheilds garage side with 5'-0" return on adjacent walls*ceiling. Provide 2 layers of �'fire rated Q
between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer specifications —
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• Dampproof exterior of foundation wall with a bituminous coating; Foundation • All bath k kitchen area walls and ceilings adjacent to wet areas to have water resistant Z
excavation is not to be backfilled prior to the installation of the floor framing. drywall, and provide wonderboard for all areas set to recieve tile. ZO
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EXISTING ROOF I ®� � y?^ Rol Z [•
ill
�Pa
STRUCTURE TO REMAIN
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ROOF PLAN PAGE:
SCALE: 4" = I '-0'I
2"X 1 O" RIDGE W/
ASPHALT ROOFING TO MATCH SIMPSON C-920 CONNECTOR
APPROX. RIDGE ._ EXISTING WITH 15# FELT 9W. ALL RAFTERS) Z
OVER e" CDX PLYWOOD; O
ICE *WEATHER 5HEILD
@ PERIMETERS *VALLEYS 12 Lu
_
p G' 15 O O
z C.B. THRU \6 VIF TO MATCH Z 1--
C.J. * R.R. �:�•@ p O O
2"X G" ON FLAT Z nl
ACROSS C.J. o Q — z 5IMP50N H7 FASCIA VENTED SOFFIT; c
PLATE/CEILING HEIGHT CONNECTOR 2"X 1 O" C.J. @ I G" O.C. I;I R- 30 INSULATION ALIGN HEIGHT AND MATCH
OVERHANG THROUGHOUT O
z
+ '— 2"X 4" STRONGBACK -j w
HEADER HEIGHT I G" O.C. OLTED TO U Q }
2- 2"X 8" HEADER; C.J. 4 R. p N p >-
PROVIDE 5IMP50N C520
4 STRAPPING ABOVE ALL NEW 11 ARD GREAT RO M
° WINDOWS � EXTERIOR DOOR TYP CAL AL AUM OREAS EXISTING HOUSE TO
� hall REMAIN, UNCHANGED
2"X 4" STUD WALL @ ° NOTE: �
16" O.C. W/ R-15 INSULATION ALIGN FINI H FLOOR HEIGH 5 8" CDX PLYWD. SHEATHING ❑ NEW WITH ISTING W >O
-FLOOR HEIGHT(MATCH EXISTING) W/'TYVEK' HOUSE WRAP; SIDING 4" PLYWOO SUBFLOOR Z
TO MATCH EXISTING 2"X 8" F.J. @ I G" O,C.
z g Z
w �
BADE 2"X G"ACQ SILL PLATE O Q u N
OVER TERIMITE SHEILD R-19 INSULATION U
OVER SILL SEAL; 3- 1-1"X I I�" LVL GIRDER m O 00
PROVIDE 51MP50N C520 o
W/ LPT4 CONNECTORS U m u O
8" DIAMETER ANCHOR BOLTS NEW BASEMENT
W/ 7" MIN. DEPTH @ 45" O.C. 3 J" LALLY COLUMN BURIED
W/MIN. 3"X3"x8"WASHER @ PLATE IN 24"X 24"X 1 2" POURED
CONCRETE FOOTING FYF.) z
NEW 8" POURED CONCRETE
O
FOUNDATION WALL W/ W
I'-4"X 8"d. FTG.; PROV. U ILJ
>
FOOTING DEPTH
(TYPICAL ALL AREAS) —Enz O
LU w
'NOTE: CONCRETE SHALL BE
g
PC = 3,000 P51 @ 28 DAYS ,
NAILING SCHEDULE PC
SHALL BEAR ON vWl 0 UNDISTURBED SOIL WITHIN BUILDING SECTION "All
II �/ z
�:'. :•r• -1I,-1 •,I :`c''-1,^1.,..'„ � :�,r.a1:..'•,rn:.r.,-r.are..Il .,_ BEARING CAPACITY OF I �'1 O
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 1 .5 TONS PER SQUARE FOOT z 0
F F:�'YF'• Q
r', Oil I`rRAN11r1G _ _.. SCALE: 4" 1 '-O" Q
F'.r,T:' =:.•r}F,_,_r---- - .� .•;c•I--..'.�,i r.f•`.'TC' - Q
JAL 1 , -1'-T T::T,"=1 -17 -:,,.I�,:-I �,..L.. i =._L I,'L-
1 ,
-IAA F
I',,T-L=�`r,c: :"-I n.LI I=`I D
�ir:'t A.:[: �'-1e�1 �,�I'f+l:•
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WALL PFZnMING
-�iF F:•"I[r''T,-.,c. IN .,1 =_r.I-,
- ---
rr•:il..i =�::: L'+I F -1-It:,! .:il'IY`i•fi.Cl.c•I.'f ---- ---- -- ------ --
Ti.: 2-It:.J
1901:117:ITAMING
ca:T T. i..-:•r r .,Ts..•r..<arr:_� -•.1.1..".°r =._r.. -
CLIMATIC ,AND GEOGRAPHIC DESIGN CRITERIA
_F.n:.-1r•: >-c:1:r WEATHERING SEVERE
C I•,_C'r-.-F.F-T.1'Ft[ar.1 ff. T LINE DEPTH 3' 0�1
t'..:.`1 J r:: r:.r�- - '^•' `''.'r 1:,._ - AD
C
o:r - 1.."...F r•:,rF,w - - TERMITco
E
r: r_ MODERATE TO HEAVYC� (�
: -:`: ' .F_'':' - DESIGN LOAD CALCULATIONS DECAY SLIGHT To MODERATE j
I,;I'd T.::�:I -,-.'F F e.r:=_ -:q-I• _..I I: I ' r.I`,:.'-
uj
F:OOf 511FAY111N:; WINTER DESIGN TEMP.
TF.1',T01-A-°:,Vc:4 MINIMUM UNIFORMLY DI5TRI13UTED LIVE LOADS (Ib5f) ICE SHIELD UND)EI?- AS PER MANUFACTUF�ERS
� - --- - - - -- - - --------- - -- - - - --- � i �'� t
EXTERIOR BALCONIES GO LAYMENT REQUIIRED SPECIFICATIONS/ STATE CODE ®$ '
I�. II �II,;�',.I.F -I.`t:'
F:..F t l '..l-r F ';F:r '.•I. DECKS 40 FLOOD HAZARDS4� ,
z L
1 r-::r.`,•._-'I„-17::.� F r.-'. '1--1C Fa',._L .I ATTICS WITHOUT STORAGE �
-•., F>_,:F:>I'Fn"I rt -•1' FAF.-:F:FC:;:'_ I-F F::-.,:' I`ICl J.'I L,.'.C: I. vr:I`i CF•_;'1 I: -•ir::r I::•I "I'F•1'-"'I; I'.'i7; 30 ( 1 O 3 Ir.+fr"=:.-;::1_ FF::Lr: _ I•t._f . ;f:' ATTICS WITH STORAGE \�
c:e11"1NG:,rli_nrrnrrG
— - -
TABLE R301 .G z U z
ROOf,�S(OTHER THAN SLEEPING ROOMS) 40
-.._.. O
SLEEPING ROOMS 30
wAl.1_r;IIiATm"" ALLOWABLE DEFLECTION OF STRUCTURAL MEM[DER.5 r
'.rr..lr.nIl:.�,_=''.r1::: .;,1 .- r�•,::,,,I �,',:'.' .,'.,-='ar::_1_r ::_'.,,rr .,':;T \_:!
v r'_.1.,1_:F:-:, 1 IF 1:.1-t Ff.L CRITERIA FOR CALCULATION OF DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION Mo
N
- -
�=`•, r -:F,,F �'.v°- nrrrl:tf.•.f -
ACTUAL WEIGHTS OF MATEP,IALS REFER4NCLD To A.I.A. Rafters haven slol'�es q'•eater L/180
' r-_n�::-'1=,-I:' 1=r"r-:' 'I--1cr:•.',_1-1`1[-r
'1-•1:==',.'•:�;'r >:.I a_._ _ '"`.' "'' .'1=r-;_-:.' ',`L1- _ ARCHITECTURAL C-RAPHIC STANDARDS than 3/1 2 with no ftrnshed ceilw W
Q-'7 .1ra',r..t.r::h c e•,J:.:;,:a:r.':s 7'Ft:_::.•.r=1:t:' attached torafteus
:,T SNOW'F. A -p'FA'J'I. .1" Interior walls partitions H/180
,-I['•J=F1 L
-_ —- -- - �•a F.,r.>'.r ,:, r'rc-s';.r l :'lFt f.<f r'l- <r GROUND SHOW LOAD 145 Ib5. Floors t pla5terecl cei h ncj5 L/360
r...`F,':".•I,i F;;.I'I<FF:. 'I".1F 11.11.- F 1` IL
All other structural memeber5 L/240
I`I"uur:r;"I_AT rnrl„ _ SEISMIC
TF.1:Tt�F'•.. 'aff.:;_ .':�,,, F::: "— _ I
..._ rl -•, _:J Exterior walls tarlth pla��ter or H/360
Inl �r:T ....",11:. 1. •hrar'r•rug e:. n:.h.°.. '..,1 a:-.ei , urr1....v:.:�. - .."11.
.. .....,I.:I•°:-�rl-. -
DESIGN CATEGORY B Stucco finr'�h
PAGE:1odr m .-.L..rcn e:.n.nl •e w_n1e I:L, :I I.I!m rner .e:->:,,I.•.;.•tl.•d :•," Leis--,11_ Extel'101' Walls - Wllid loads vvlth U240
WIPID
brittle firnshes
co rn,_, n<::::•:.nr:•be': l cr.,.l.:,:a•: L rri.r :: >"•I,��.:1,.,:. .. .-1�J ,. �' r..:l WIPID SPEED 1120 mph Exterr ,,v
ioales - tivind loads With
•r.rn- 1 1 .a,,,r ., ,hn."n.uls.;n: 1.:.'I,.,t '. h=� +: .�nir}, F..,r;, ;I,I r., .,•rrr:r s' U 1 20
EXPOSURE CATEGORY B flexible firil5he5
ALTERNATIVE FOR OPENING PROTECTION
it
A/INDOW AND DOOR SCFIEDULE�
---- ---
WOOD STP,I_I;;TL'RAL PANELS WITH A MINIMUM THICKNESS OF 7/1 6"AND MAXIMUM PANEL SPAN OF 8'-C"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANE!_,
- w �tp
II
SHALL BE PRECUT TO COVER GLAZED OPENINGS N'ITH ATTACHMENT HA2DWA F P F
a
- a
(R�F ER TO SL(.TION 160,,.I .4 AN ! q 5 ca D n0.,.6. AND TABLE 160.
) � i / r Aa d$' _i � k,"r• - isss' _ ,-sr" I kr
TVA 2 1 046 TILT WASH 5.36 9.64 !0
4 25.9 28. ! 30 7 w'2 TW2032 TILT W/A5h1 2.47 4.2 I 10 TABLE I G09. I .4 25.9 28. , 30 2�'3 TW2 1 032 TILT WASH
lh'INDBORNP DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 3.59 6.42 !0 �+ 25.9 -28. I 30
W4 AW31 1
AVA 111`,JG 1 .4 5.20 !0 5 25.9 -34.7
FASTENEP,SPACING (IN%HF5) 35 2
PANEL_SPAN < 2'- 2'-0" < PANEL 4'-0" < PANEL C-O" < PANEL D! TO BE DETERMINED FRONT EINTP.Y FASTENER TYPE 0" SPAN < 4'-0" SPAN < 6'-C" SPAN < 3'_0�� D2 I 30G8 DOOR
FWGGl FRENCH WD_ GLIDER 1 G.72 22.9 ! 50 4 23.2 -25.4
40 2
2 I!2" #6 WOOD SCREWS I G 1 6 1 2 a
2 I/2" #6 WOOD.SCRE4'✓S 6 I G I C 12 j
ALL VdifJDOWS TO BE AI'JDERSEPJ. 400 SERIES, UNLESS OTHERVV,15E SPECIFIED A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND'GUST) OF 130 MFH AND MEAN ROOF WINDOth'S TO HAVE TRADITIONAL STYLE. STONE FINISH LOCKS s H�AKDkkARE AND FULL EXTERIOR SCREENS
HEIGHT OF 33'-0"OR LESS 1 i II
B. FASTENERS SHAf_L BE INSTALLED AT OPPOSING END
..5 Of THE ti"✓OOD L=TRUCTUPAL PANFI_.I SAPJDSTOPdE EXTERIOR. PIP•lE IPIT] PIOR d
C. WdiffRE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/5TU(,C0. THEY SHALL BE D DIVIDED LIGHT GRILLES, REti10VEABLE INTERIOR, AS 5H1pWN ON ELEVATIOf,15
I
_ V
_ I -
ATTACHED UTILIZING VIBRATION RESISTANT ANCHCP,S HAVING A MINIMUM Vt'ITHDRAV'✓1_ ! -
51MU!ATE II '�
CAPACITY OF 490 1-55.
CALCULATIONS--
FOR U/11`41)0th'5 BASED UPON EXPOSURE B
';MUST HAVE OP UPGRADE F.IT.
COEFFICIEf 1T 1 .0 WITH 1 10 r h BASIC WIND SPEED. AS PER _.
E 111"STATE EGRESS -
REQUIR -
TABLE R 30 I .2 (2) HEW YORP; STATE BUILDIPJG CODE. EMEPdTS
FOR HABITABLE SPACE. j
II CUSTOM GRILLES - 5FE ELEVATIOL15
WALL OPEfIIPJGS INCLUDIPJG WINDOWS AND DOOP,S SHALL BE FROT'ECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PALIEL5
Ut'ITH MAXIMUM OF 8' 0"SPAT 1. FASTENERS FOR SPANS UP TO G'-Q"SHALL BE 2 !12 - #8 WOOD SCREWS AT 1 6"O/C, FASTEP'IERSFOR "•; !i n -
- -
SPANS UP TO 8'-0'SHALL BE 2 112°- #8 AT 12' O/C. TABLE 3 0 1 .2.! .2ALL UNITS MUST MEET OR EXCEED THE fv11PJIMUIvI DE51GN PRE5SURE_REQUIRED. ANY MULLED UNITS 1v1U5T LJEET OR EXCEED
1 .5 TIMES THE DESIGP,! PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SU85TR.ATE. ALL EXTERIOR
- -
GLAZILIG MUST MEET ASTM E 199G TEST REQUIREMEHTS AS PER PJIEVI 1'ORI; STATE RESIDENTIAL COf15TRlJCTIOPJ CODE. I
_ ;1 - -
REFER TO SECTION R I G09. 1 .4 FOR ALTERNATIVE OPENING PROTE(CTICH.4 N
RAFTER
NOTCHED RAFTER RAFTER
RIDGE RIDGE RAFTER WIND RESISTANT CONSTRUCTION CONNECTORS
TOP PLATE
CONNECTION LOCATION: PART NUMBER: NOTES:
TOP PLATE RIDGE-TO-RAFTERS C520 21" APPLY TO EACH PAIR OF RAFTERS
WALL STUD
WALL STUD RAFTER-TO-WALL H7 APPLY TO EACH RAFTER
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO-15T. FLOOR WALL LIFTA or C520 30 APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR 55TD I G APPLY TO EACH SIDEWALL END
2ND.FLOOR WALL STUD KING STUDS I ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE
WOOD JOIST U5E WITH 3"SQUARE WASHERS
WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND PE515TANT CONSTRUCTION.
BLOCKING SM BOARD
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
JOIST HANGER RIM BOARD HEADER
GIRDER/HEADER
WOOD GIRDER -10 15T.FLOOR TOP PLATES JACK STUDS
WOOD JOIST GENERAL WIND PROTECTION CONNECTION NOTES
I ST FLOOR WALL STUD Adapted from Standard for Hurricane Re515tant Re5ldentlal Construction; SSTD
10-99 and 2001 SBC High Wind Edition Wood Frame Construction
JOIST FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION Fasteners and Connectors for Wood Frame Construction
TYPICAL MULTI-STORY CONNECTIONS I . A continuous load path between footings, foundations walls, floors, studs and
roof framing shall be provided.
WALL STUD METAL HOLD-
BOTTOM PLATE 2. Approved connectors, anchors and other fa5terl devices not included in
WALL STUD SUB FLOOR DOWN STRAP pp '
BOTTOM PLATE DOUBLEJ015T 38-1l51NKEP the Standard Bullding Code, Table 230G. I shall be installed in accordance with BATHTUB I5T.FLOOR WALL STUD NAILS AS PER 3-2'x4"WD STUD manufacturer's recommendations.
DOUBLE J0I5T MANUFACTURER -@ CORNER TYP. K.
NAILED }
I ST.FLOOR PLATES PLAT'SILL 3. Metal I'later, connectors, screws, bolts, and na115 exposed directly to the y®�
SUBFLOOR PLATE
DOUBLE JOIST FOR NON-BEARING WALLS RIM BOARD RIM JoisT TYP,
weather or Subject to Salt corrosion in costal areas, shall be stainless steel or
hot dipped galvanized. ..
DOUBLE JOIST FOR UNDER A BATHTUB
DOUBLE SILL PLATE DBL.SILL PLATE FOUNDATION WALL ANCHOR BOLT (1)#4 REBAR IN 4. Where windows and doors interrupt wood structural panel sheathing and
SHEAR CONE-MINI. SIG11n framin anchors or connectors shall be provided at the top and bottom
PROVIDE E E SPACING ' 12"LENGTH g> 9 I _ w.A
BETWEEN THE END STUD 30"MIN. Of cripple studs, header studs, and at least one stud at each side of opening. [if { {'/�`JAND THE 2 OTHER STUDS FOUNDATION pp `
REBAR LENGTH FOR ALLOWING WALL TYP.
SILL GASKET HOLDDOWN INSTALLATION CONNECT CORNER STUD 112'MIN.
4 TO TRANSFER SHEAR I5T.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER 5. Ridge straps shall be attached to each air of o o5in rafters except where
FASTEN WITH(2) 16d collar ties Of I xG or 2x4 lumber 15 located Inupperp third of attic space and
TERMITE SHIELD COMMON NAILS @ 6"D.C.
DBL.SILL PLATES METAL HOLD-DOWN/UPLIFT ANCHOR attach to each pair of rafte
(TO OVERLAP JOINTS) SIDEWALL END WALL rs.
FOUNDATION WALL G. Uplift connectors shall be provided at each rafter bearing.
SHEAR WALL CORNER CONNECTION 7. Floor to floor hold-downs to be provided every 48, and every 10 within 4'
SILL PLATES TO FOUNDATION ANCHORING of exterior Corners.
8. 5111 Plate to Foundation Anchorage: 5111 plate Shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x PA CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS 1/8" washers. A minimum of one anchor bolt Shall be provided within G to 12
NOT TO SCALE inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 Inches in concrete/ masonry foundations. Anchor bolts Shall be located
within 12 inches of corners and at spacing not exceeding 4 feet on center.