HomeMy WebLinkAbout35905-Z6/24/2011
Town of Southold Annex
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 35020
Date:
6/24/2011
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ADDITION/ALTERATION
1795 Bayview Ave, Grecnport,
Sec/BlocWLot: 52.-5-6
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/9/2010 pursuant to which Building Permit No. 35905 dated 9/30/2010
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:
alterations and addditions, including deck, covered porch and outdoor shower, to an existing one family dwelling as
applied for.
The certificate is issued to
McEvily, Charles & McEvily, Stephanie
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 5/26/11
35905 6/6/11
Cutchogue East Plumbing
VAutho~red Signa~'ure
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PER~IT NO. 35905 Z
Date SEPTEMBER 30, 2010
Permission is hereby granted to:
C & S MCEVILY
1795 BAYVIEW AVE
GREENPORT,NY 11944
for :
ADDITIONS & ALTER3tTIONS INCLUDING PORCH & DECK ADDITIONS TO
AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 052
pursuant to application dated SEPTEMBER
Building Inspector to exq~ire on MARCH
1795 BAYVIEW AVE
GREENPORT
Block 0005 Lot No. 006
9, 2010 and approved by the
30, 2012.
Fee $ 747.60
~z e 'd~
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF $OU~HO~D
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: I. 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 Pall 0 of 1% lead.
5. Commercial builcting, 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.
For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy ~ Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: l,-'~''~ (check one)
Location of Property: '~' ~/~,~ /2/) ~' bO A- ~/-~
House No. Street Hamlet
Owner or Owners of Property: f'~C
Suffolk County Tax Map No 1000, Section ~-' "2. Block
Subdivision Filed Map.
Permit No. 3?&V- Date of Permit. . Applicant:
Health Dept. Approval:
Planning Board Approval:
Lot ~_~
Underwriters Approval:
Request for: Temporary Certificate
Fee Submitted: $
Final Certificate: ~'"/ (che. o:k one)
Applicaut Signature
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
ro.qer.richert~,town.southo d ny us
BUILDING DEPARTMENT
TOWN OF ISOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
ssued To: McEvily
~,ddress: 1795 Bayview Ave City: Southold St: NY Zip: 11971
~uilding Permit #: 35905 Section: 52 Block: 5 Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
.~ontractor: DBA: Platinum East Electric License No: 34091-me
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Corn medcal Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCI Recpt Wall Fixtures
Main Panel NC Condenser Single Recpt Recessed Fixtures
Sub Panel NC Blower Range Recpt Fluorescent Fixture
Transformer Appliances Dryer Recpt Emergency Fixtures
Disconnect Switches Twist Lock Exit Fixtures
Other Equipment:
Smoke Detectors
CO Detectors
Pumps
Time Clocks
TVSS
200a under ground service, 3-combination smoke/CO detectors
4-paddle fans, 2-exhaust fans, 2-arc fault circuit breakers, 2-electric awnings
Notes:
Inspector Signature:
Date: June 6 2011
81~Cert Electrical Compliance Form
~KITli~ICATIO~
(Phse pri~)
!
lead. aerti-P/trim tho ookler used in the water supp~ syatem comt~ immthtn 2/I 0 o,(. 1%
No. 01V~8186177
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
_x/iNSPECTION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]FIRERESISTMtTCONSTRUCIlON [ ]FIRERESISTANTFENE'II~ATION
REMA.KS: ~~~ ~
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [~]"ROUGH PLBG.
[ ] FO.~JNDATION 2ND [ ] INSULATION
[L/~FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]FIRERESISTANTPENETRA110N
REMARKS: /~'~ ~/~fi~ ~'~ ~'< i '~'~.~f'
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ~4-PLBG.
[ ] FOUNDATION 2ND [r/~INSULATION
[ ]FRAMING / STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
REMARKS: '~- ~7-¢C~) ~
DATE
INSPECTOR~'~/~/~/
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
[ ] ELECTRICAL (ROUGH)
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESlSTAm' FF. NETRA'nON
[ ] ELECTRICAL (FINAL)
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
~ FINAL
[ ] FIRE SA~',- ~ ~' INSPECTION
] FIRE RESISTANT C0NSl~UCTION [ ] FIRE RESISTANT PF. NE'II~TION
REMARKS:
DATE
INSPECTOR.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[~FINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT COlA"[RUCTION [ ] RRE RES6TANT PF.#ETRATION
REMARKS:
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [~IELECTRICAL (FINAL)
REMARKS:
DATE ~ INSPECTOR~
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL; %
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
PERMIT NO.
Examined ? ~- 9-7'-- 20(0
Approved
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Heallh
4 sets of Building Plans
Planning Board approval
Survey_
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Expiration -~ '-'- ~' o , ?~ / O~ ~// %' ~
~4[ - ~[ )~[ Building ,ns~tor
20/~
~Ow~ [~f~Oto ~ ~S~UC~ONS
a. ~is appli~ion MUST ~ completely fill~ ~ by ~r or in i~ ~d submi~ to ~e Building l~or wi~ 4
sets of pl~, ~eu~e plot N~ to s~le. F~ a~g m ~h~ule.
b. Plot pl~ showing l~tion of lot ~d of buil~ngs on ~, ~la6o~hip to adjoining p~ises or public s~s or
~, ~d wate~ays.
c. The work ~v~ by ~is ~plic~on may not ~ co~ ~fo~ iss~ of Building P~iL
d. U~n ~val of this applicon, ~e Building Ins~tor will issue a Build~g P~it ~o ~e ~li~t. Such a ~it
s~ll ~ k~t on ~e p~ses av~lable for ~fion ~ou~out ~e work.
e. No building sh~l ~ ~upied or ~ed in whole or ~ ~ for ~y p~se w~t so ever ~fil ~e Bulldog Ins~ctor
issu~ a Ce~ifi~e of ~cu~.
f. Ev~ bulldog ~it s~l exp~ if~e wo~ au~o~ h~ not ~mmen~ ~ 12 monks afi~ ~e ~ of
iss~ or h~ not ~ ~mpl~ wi~in 18 monks ~m such ~. If no zo~ng ~ndmen~ or o~er regulations aff~t~g the
p~ have ~n e~ in the im~ ~e Bulldog l~or may au~o~ze, in ~t~g, ~e ex~ion of~e ~it for ~
~tion s~ monks. ~er, a n~ ~it sh~l ~ ~ui~.
APPLICA~ON IS ~BY ~E to ~e Bulldog ~p~ent for ~e iss~ ora Bulldog P~it p~t to ~e
Building Zone ~in~ of the To~ of Sou~ol~ Suffolk Co~, New Yor~ ~d o~er a~lic~le Laws, O~in~ces or
R~ulations, for ~e co~ien of buildings, ~ditio~, or ~ens or for ~oval or demolition ~ he~in d~. ~e
applic~t ~s to comply wi~ ~1 ~licable laws, o~s, b~lding ~e, ho~ing ~e, ~d ~gul~ons, ~d ~ a~it
a~ho~z~ i~o~ on ~is~ ~d in building for n~ i~o~.
(Signature of applicant or name, ifa corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name ofownerofpremises ~7/'-/,~J/Z~¢ / 6~'~t~l/~ /t~ ~12F
(As on thc 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:
House Number Street
Hamlet
County Tax Map No. 1000 Section ,~2. Block tSP<~-
Subdivision Filed Map No.
Lot ~=~, Lot
MO' 04H~ ~
2. State existing usc and occupancy of premises and intendexl usc and occupancy ofproposcd c~3r~stru~tion:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition
Repair Removal Demolition Other Work
Estimated Cost ~I~.~. ~ Fee
5. If dwelling, number of dwelling units
If garage, number of cars
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of usc.
7. Dimensions of existing structures, if any: Front ~ ~ ! Rear 3~ r .Depth -~
Height ~ ~/t Number of Stories !/t/~_
Dimensions of same structure with alterations or additions: Front ~l,,~t Rear
Depth ~/.~,/ Height ,v~/f Number of Stodes / ~2
8. Dimensions of entire new construction: Front
Height
9. Size of lot: Front /CPO!
10. Date of Purchas~/.~-'O~
Number of Stories
Name of Former Owner
Rear Depth
Depth t/~t:~.'2~/
11. Zone or usc district in which premises are situated r~ ~
12 Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO %/~
13. Will lot be m-graded? YES__ NO ~Will excess fill be removed from premises? YES ~NO
14, Names of Owner of p..mmiscs~_-~a/Y'~ /'f'c-~ ~/~Address~~oone o. ~
Name of Architect ~/~/~/-~d//~r~F_l'/~z/ / Address~Phone No ~1-4¢iz-~16~
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater Wetland'/*YES ~NO__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT~tAY BE REQUIRED.
b. Is this property within 300 feet ora tidal wetland? * YES I/ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~'/
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
ss:
coum'v oF
~Z:5~//,*~ ~/~./]~//~ ~l/ being duly sworn, ~s ~d ~ys ~ (s)he is ~e ~plic~t
~e of individ~ si~ing con. t) ~ve ~
(S)He is ~e
(Con~or, Agcn~ ~mte Office, ~c.)
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 hue 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.
Notary l~ublic/ '~ ] '
Signature of Appticant
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 7377 DATE: AUGUST 18~ 2010
ISSUED TO: CHARLES & STEPHANIE McEVILY
PROPERTY ADDRESS: 1795 BAYVIEW AVENUE~ SOUTHOLD
SCTM# 52-5-6
AUTHORIZATION
Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of thc Town of
Southold and in accordance with the Resolution of the Board of Trustees adopted at thc meeting held on
Aut, ust 18.2010, and in consideration of application fee in the sum of $250.00 paid by ~
McEvil¥ and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of
Trustees authorizes and permits the following:
Wetland Permit to construct alterations to the existing dwelling, install new
windows, construct a one-story addition and two (2) new dormers in loft area, covered
porch landward of the existing structure, shed addition to the existing garage and
install drywefls to contain the roof run-off; and as depicted on the site plan prepared by
Frank UeHendahl, last dated July 22, 2010, and stamped approved on August 18, 2010.
IN WITNESS WHEREOF, the said Board of Trnstees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
Jill M. Doherty, President
Bob Ghosio, Jr., Vice-President
James F. King
Dave Bergen
John Bredemeyer
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0653C
Date: June 7~ 2011
THIS CERTIFIES that the construction of alterations to the existing dwelling; new
windows; one-story addition and two (2) new dormers in loft area; covered porch landward of
existing structure; shed addition to existing garage; gutters to leaders to drywells
At 1795 Bayview Avenue, Southold, New York
Suffolk County Tax Map # 52-5-6
Conforms to the applications for a Trustees Permit heretofore f'fled in this office
Dated July 23, 2010 pursuant to which Trustees Wetland Permit #7377 Dated
August 18, 2010 was issued and conforms to all of the requirements and conditions
of the applicable provisions of law. The project for which this certificate is being issued
is for the construction of alterations to the existing dwelling; new windows; one-story addition
and two (2) new dormers in loft area; covered porch landward of existing structure; shed addition
to existing garage; gutters to leaders to drgwells
The certificate is issued to CHARLES & STEPHANIE McEVILY owner of the
aforesaid property.
~t~or'~: Si~atu~r
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: e.C.T.M, e: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
~ /~O ~,~ O~ O~:~ STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL PLAN
District section BlOCk Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION i ITEM # / WORK ASSESSMENT I Yes No
a. What is the Total Area of the project Parcels?
(Include TotalArea of all Parcels located within /~. ~]o~7/~.,~ I GeneratedWill this Project Retain AIl Storm-Water Run-Oftby a Two (2") Inch Rainfall on Site?
the Scope of Wonk for Proposed Construction) ' (S.F, / Ac,es) ('mis item will include all run-off created by site
b. What is the Total Area of Land Cleating clearing and/or construction activities as weft as all
and/or Ground Disturbance for the proposed /~ ~1~_.~ ~-~. Site Improvements and the permanent creatioo of
construction activity? impervious surfaces.)
IS.F. ,Am) 2 Does the Site Plan and/or Survey Show All Proposed
PROVE)E BRIEF PROJECT DESCRIPTION (proV, d~ Addlgonal pa~es as Needed) Drainage Structures Indicating Size & Location? This
'L.d
Item shall include all Proposed Grade Changes and
--/'-~7'~ ~ ,/~l~OJ'7~ "~ ~(J/ Slopes Controlling Surface Water Flow.
~:3c'F"~, L~ ~ Cv.-v-~z4//d~ 3 Does the Site Plan and/OrpracticesSUrvey descdbe the erosion
and sediment control that will be used to __
centre[ site erosion and storm water discharges. This
--,v/~,.~::)~_~<~'~) g~7,~/--//~-'~'~'.~ ~) ~7/(J ]tem must be maintained throughout the Entire
Construction Period.
,;?'~/Z ~2,z:24: ,~,L,'Z::) /c'/_.~ 4 Will this Project Require any Land Filling, Grading or~
Excavation where thereis a change lethe Natural I I
-- ~'~/~'~D ~0~ Existing Grade lnvolving more than 200 Cubic Yards __
of Matedal within any Parcel?
Encompassing
Area in Excess of Five Thousand
~- ~'/L- ~/~:~-~ ~_~,~ (5,000S.F.)SquareFeetofGreundSurface?an ~ __
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland or
Submission of a SWPPP is required for ail Construction activities involving soil Beach?
distorbances of one (1) or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ~
ate part of a larger common plan that will ultimately disturb one or mom acres of land; which Exceed Fifteen (15) feet of Vertical Rise to ! I
including Construction activilies involving soil dlaturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? I~l --
the DEC has determined that a SPDES permit Is required for storm w~ato r discharges,
SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious ~1
for Storm Water Discharges from Construction activity - Permit No. GP-0-1C-O0t .) Surfaces be Sloped to Direct Storm-Water Run-Off
U
1, The SWPPP shall be prepared prior to the submittal of the NOI. Tl~e NOI shall be into and/or in the direction of a Town right-of-way? --
submitted to the Depattment prior to the commencement of constnJction activity,
2. The SWPPP shall describe the erosion and sediment control practices and where 9Will this Project Require the Placement of Material,
required, posbconsbection storm water management practices that will be used and/o,' Removal of Vegetation and/or the Construction of any ~ i
constructed to reduce the pollofanls in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder
compliance with the temls and conditions of this permit. In addition, the SWPPP shall Area? (Thl~ Item vdll NOt' in~iude the Ir~tallatlon ~ Dflveway
identify pote~llal sources of pollution which may reasonably be expecteq to affect the
quality of sform water discharges. NOTE: iff Any Answer to Questions One throngh N foe Is Ansv, ered with a Chock Mark
3. All SWPPPs that require the post-construclion storm water management practice in a Box and the oonatruedon alta disturbance is between 5,000 S.F. & 1 Acm in area,
component shall be prepared by a qualified Design Professional Licensed in New Yed( a Storm-Water, Grading, Drainage & Erosion Control Plan I$ Rngulmd by the Town of
that la knowieqgeable in the principles and practices of Storm Water Management. Southofd and Must be Submitted for Re.few Prfor fo issuance of Any Building Pem~l[
Tbat I, ............ ingduly sworn, deposes and says that be/she is the applicant for Permit,
...................... ('~r, Co~tmctor, Agent, Corporate Officer, etc }
Owner m~d/or representative of the Owner or Owners, m~d 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 bis knowledge and belief; and
that the work will be performed in the manner set forth in the application filed herew'~. /
Swom to before me this;~1/'/
FORM - 06/10
g696eLgAH~O
Town Hall Annex
54375 Main R~ad
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
. (631) 7 5
ro,qer, nchort~,~ (v~.sgu~So~.n¥.us
BUILDING DEPARTMENT
TOWN OF SOUTttOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Company Name:
Name:- - '
License No.:
Address:
Phone No.:
Date:
JOBSITE INFORMATION: (*Indicates required information)
*Name: ./~r~
*Address: I~
*Cross Street: ~oco~
*Phone No.:
Pe~it No.:
Tax Map Distd~: 1000
*BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady)
(Please Circle .All That Apply)
*Is job ready for inspection:
*Do you need a Temp Certificate:
Temp Information (If needed}
*service Size: ~'-~ha~ 3Phase
*New Service: "--R'~-connect
Additional Information:
100 150 ~
~mber of Meters
Rough In Final
300 350 400 Other
Change of Service Overhead
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
OWNER
TOWN OF SOUTHOLD PROPERTY
VILLAGE
RES ~ / 0 SEAS. VL
FARM COMM. CB. MISC.
RECORD CARD
SUB. LOT~
)E-q~ .
ACR.
0,400 I ~
Mkt. Value
LAND IMP. TOTAL DATE REMARKS
AGE
NEW NORMAL
FARM Acre
Titlable 2
BUILDING CONDITION
BELOW ABOVE
Value Per Value
~wampland FRONTAGE ON WATER
~rushland FRONTAGE ON ROAD
4ouse Plot
total
DEPTH
BULKHEAD
DOCK
t
M. Bldg.
F-xten$ion
Extension
Porch
Patio
OB.
Total
C4:~? _
TRIM
BasementF°undati°n r-/O/C' FIoorsBath /~//. KDinette
Fire Place ___~_ Heat / DR.
Type Roof ~ ~4~ Rooms 1st Floor BR.
Driveway
,BUILDING PERMIT EXAMINER CHECKLIST
Applicant:
SCTM# 1000- ~-o~_
Property Address:
Building Permits (Open/Expired): BP ~7 -Z / C/0 Z- -~ ~ , Info:
BP__-Z / C/0 Z- , Info: BP -Z / C/0 Z-
Single & Separate Search Required? Y o~Oetermination: '
*Date Submitted: -[o Date Reviewed:
Subdivision:
Zone: J~- t~O Conforming? ~A/~.
City: ~ Pre COs?
BP__-Z / C/0 Z-__ Info:
Info:
REQ. Lot Size: q-o~' ACT. Lot Size: [?)~ ~'0 ~, ~ ' ~tI~-,'~REQ. Lot Coy.
~Q. Front }~ACT. Front o~ ~QSide to ACT. Side
CT.
Waterffon~or N?~ ~
If yes, water body: ~Panel~ /~ Flood Zone:
ADDITIONAL APPROVALS ~QUI~D
Suffolk County Health: Y ~Ifyes,*Bed~: ~*Date: / / *Permitg:
- If no, certification required: Y or N Received: Y or N By:
~S DEC: ea~-oec 9an5 Y o~ Date: / / Permit ~: or NJ Letter - Notes:
Southoid Trustees~or N- Date: Y / /~/ /O Pernfit ~: ~or NJ Letter- Notes:
Southold ZBA: Y o~ Date: / /__ Permit ~: -Notes:
Southold Planning: Y o~- Date: /
Town Landmark C of A: Y o~DTE:
Notes:
Town Septic: Y of'NJ
%./
/ Permit #: - Notes:
/ / *NYS CODE Compliance (page 2): Y or N
Fee Structure: Calculation:
Foundation:__ O SF 1.(o9-~'/~} SF)-( ~X-'0 .SF)=/3*/~ SFX$,bl~=$
First Floor: __ ]:~ ! ~] SF + Initial Fee: $
Second Floor: 3 o o SF + Additiongl Fee ( ): $
Other: SF 2. ( SF)- ( SF)= SF X $ =$
Total: o~& [ ~- SF + Initial Fee: $
+ Additional Fee ( ): $
c~'~ O r O 0
TOTAL:$ 7~7, ~0
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DBSION CRITERIA:
.Gro!lnlt Snow Load: tO ~ Wind Speed: 120MPH ~ Seismic Design Category."
Weathering: Severe__~ .Frost Depth: 36" __~/Termlte: M~H ~
Design Temp: 11 __ 'Ice Shield Underlay: YE~
USE/OCCUPANCY CLASSIFICATION:
HEIGI~ITfFIRE ARBA: ~--/~'
TYPE OF CONSTRUCTION: t,4 ~,~
DESIGN CRITERIA: ENGIlqBBRBD~RIPT~_.~.~
FULL FRAMING DESIGN ELEMENTS~q
HEADERS: ~{DIN ~ WALL STUDS.~
CEILING JOISTS:(~/fI~ FLg~OR JOISTS'.~/N
LUIM[BER SPECIES AND GtI_AI)E:~
~Decay: S-M
Flood Hazai'ds:
GLRDERS: YfN
ROOF IC41~ERS:
WINDOW AND DOOR SCHEDULE:
.NIISSLE TEST RE,~UIREMENTS:(~N
EGRIL~S 5.7 S.F.: ~/N
LIGH~ 8% :~/N
VENT 4 %: ~/N,
NAILING/CONSTRUCTION S CHEDULE:(~/N
MEANS OF EGRESS~/N
---~ PLUMBING R1SER DIAGRAM: Y/N
LOCATION OF FIP,~ PROTECTION EQUlYMENT: Y/N
TRUSS DESIGN: Y/N tfTlf
CERTIFICATION: Y/N V t~
ENERGY CALCS ~
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
/4-,7-
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold. New York I 1971-0959
Telephone (63 I) 765-1802
Fax (63 I) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 13, 2011
Chades McEvily
68 Roxen Road
Rockville Centre, NY 11570
RE: 1795 Bayview Avenue, Southold
TWO WHOM IT MAY CONCERN:
ollowing Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
~ Electrical Underwriters Certificate.
~ A fee of 50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
__ Final Landmark Preservation approval.
BUILDING PERMIT: 35905-Z additions and alterations
.%URVE'r' OF: PROPERTY
51TUATE, AR.SHAHOHOd~tJE
TOI,'~I: 5OUTHOL~
.SUFI=OLK OOUN'I"¢, N'r'
5t,IRVEYED O5--O~,-2OO5
TOPO .A~[:::~E-D O~-16-2OO6
AP1L=NPED O5'-OI-2OOE;
.SLIF:F:O/K OOUN'I'~' TAX #
APPROVED BY'
BOAP-D O!: TRUSTEES
TOWN OF SouTHOLD
NOTE~:
O PIPE FC~IND
ELEVATION~ F~.~F:F:R~NC.F:
P.A~.C.F:L LII=~ IN ZONE [21~3'r'~ICT R-40
AP.~A: I-/,q~:~) ~.F, OR. OA-I AGF~.E
\
\
®RAPHIC ~--,ALE I"= 20'
\
\
\
\
\
N
JOHN C. EHI.ERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.-\\Compaqserver~pros\05\05-127.pro
Generated by REScheck Package Generator
Compliance Certificate
Project Title: THE McEVILY RESIDENCE
Report Date: 09/08/10
Energy Code: 2~7 New York Energy Conservation
Construction Code
Location: Suffolk County, New York
Construcflo~ Type: Oetaclted 1 or 2 Family
Healing Type: Non-Electric
Glazing Area Percentage:
Heating Degree Days:
Construction Site: Owner/Agent:
1795 BAYVIEW AVENUE FRANK UELLENDAHL
SOUTHOLD, NY 11971 Frank Uellendahl, ,~chitect
Designer/Contractor:
Ceiling: 38.0
Walt: 17,0 0.0
Window: 0.400
Door: 0.350
Floor: 21,0
The proposed building represented in this document is consistent with the b~ilding plans, specifications, and other calculations submitted
with this permit application. The pmpesed systems here been designed to r~lbet the 2007 New York Energy Conservation Construction
Code requirements. When a Registered Design Professional has stampe~ ~l~/d,~ned this page, they are attesting that to the best of his~her
knowledge, belief, and professional j~Jdgment, suc~ plans or speciScatioris: li~b~l~l co~pllastna/~ with this Code.
PrOject T'~e: THE McEVILY RESIDENCE Report date: 09/08/10
Da~a filename: Page I of 4
Generated by REScheck Package Generator
Inspection Checklist
Date: 09/08/10
Ceilings:
I~ Ceiling: R-38.0 cavity insulation
Comments:
Note: The ceiling R-valuas do not assume a raised or oversized truss construction, {f the insulation achieves the full insulation thickness
over the plate lines of exterior walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituteS for R-49
insulation. Ceiling R-valuas represent the sum of cavity insulatio~t plus insulating sheathing (if used).
Above-Grade Walls:
[] Wall: R-17.0 cavity insulation
Comments: upgrade to R-21 at 2x6 studs
Note: Wall requirements apply to wood-frame wall constructions. Metal-flame wall or mass (concrete, masonry, log) wall equivalent
R-values can be found in the Help User's Guide.
Windows:
[] Window: U-factor: 0.400
For windows without labeled U-factors, deschbe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
[] Door: U-foctor: 0.350
Comments: Front door exempt
Note: Door U-values must be fasted and documented by the manufacturer in accordance with ~e NFRC test procedure or taken from the
door U-factor table in the Help User*s Guide. If a door co~taios glass and an aggregate U-factor rating for that door is not available, include
the glass area of the doo~ with your windows and use the opaque door U-factor to determine c(Tmpllance for the door. O~e dour may be
excluded from this ~luirement (i.e., may hav a U-factor greater than 0.35).
FloorS:
~1 Floor: R-21.0 cavity insulation
Comments:
Note: The floor requirements apply to floors over unconditioned spaces (such as unconditioneS crawlspaces, basements or garages).
Floors over outside air must meet the ceiling requirements.
Nots: Add an additional R-2 for heated slabs. The insulatton must extend 1 ) down frown the top of the stab, or 2) down fi'om the top of the
slab to the bottom of the slab and then ha~7~)~latly underneath the slab, or 3) down from the top of the sfab to the boftom of the slab and
then hodzonfa#y away fi-om the slab, with pavement or at laast 10 inches of soil covering the horizontal insulation.
Air Leakage:
[] Joints, penetrations, and all other such openings in the building envetopp that are sources of air leakage are sealed.
[] Recessed lights are 1) Type lC rateS, Or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance horn combustible
materials. If non-lC rated, fixtures are installeS wffh a 3' clearance from insulation.
Vapor Retarder:
[] Installed on the warm-in-winter side of all non-venteS flamed ceilings, walls, and floom.
Materials Identification:
[] Mafadals and equipment are installed in accordance with the manufacturer's installation instructions.
[] Mafarials and equipment are identified so that compliance can be determined.
[] Manufac{urer manuals for all installed heating and cooling equipment and sorvise water heating equipment have been provided.
~nsulafion R-valuas and glazing U-factors are cleady markes on the building plans or sppciitcations.
PnYject Title: THE McEVILY RESIDENCE Report date: 09/08/10
Data §lename: Page 2 of 4
Insulation is Instalied according to manofacturer's instructions, in substantial contact with the surface being insulated, and in a manner
that achieves the rated R-value without compresmng the insulaUo~.
Duct Insulation:
~1 Supply ducts in unconditioned attics or outside the building am insulated to at ieast R-8.
[] Return duct~ in unconditioned aUJcs or outside the building ara insulated to at least R-4.
[-]1 Supply ducts in unconditioned spaces am insulated to at least R-8.
F~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on tatum ducts in basements.
Duct Construction:
[-I Ati joints, seams, and con~ a~e securaly fastened with watds, gaskets, mastics (adhesives), rnastic~plus-em bedded-fabric, or
tapes. Tapes and mastics are rated UL 181A or UL 181B.
Exceptions:
Continuously welded and locking-typo longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
F~I The HVAC system provides a means for balancing air and water systsms.
Temperature Controls:
[] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone.
Electric Systems:
i~1 Seporato eiectdc meters e~t for each dwelling unit.
Fireplaces:
[] Firapieces are installed with tigl~ tiffing non~ombuatible fireplace doors.
[] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York
State, the Residential Code of New York Stats or ~e New York City Building Code, as applicable.
Service Water Heating:
[] Water heaters with vertical pipo risers have a heat trap on both the inlet and outlet unless the water heatsr has an integral heat trap or
is part of a cfrculafing system.
[] Cimulafing hot water pipos are insulated to the levels in Table 1.
Circulating Hot Water Systems:
I~l Circulating hat water pipes are insulated to the levets in Table 1.
Swimming Pools:
[] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-deplatable
sources. Pool pumps have a time clesk.
Heating and Cooling Piping Insulation:
[] HVAC piping cenveying fluids above 105 degrees F or chilled fluids below 55 degrees F am insuietsd to the lavels in Table 2.
Project Title: THE McEVtLY RESIDENCE Report date: 09108110
Oats filaname: Page 3 of 4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1' Up to 1.25' 1.5" to 2.0' Over
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0,5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp.
Piping System Types Range(OF)
Insulation Thickness in Inches by Pipe Sizes
2' Reaouts 1 ' arid Less 1.25" to 2.0' 2.5' to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120200 0.5 1.0 1.0 1.5
Steam Condensate (for fead water} Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Buiididg Department Use Only)
Project Title: THE McEVILY RESIDENCE Report date: 09/08/10
Data filename: Page 4 of 4
~ ADDITION
I L~ OCT -6 ~0~0 I~ TO TH[
'3"1
I 8tDG OEP?. --
~ -
EXISTING ~ ~ j MolLY
LO~ , ~~ RESBDEHCE
NO PLU~BINO ~
I I
~ASTER BATH ~ KITCHEN ~UNDRY R~. ~ BATHRO0~
I1 I I ~ I J
SH~ER I
1 ~" 3" 5" ~ / 3" PROPOSED
CRAWL SPACE
EXISTING
BASEMENT ~ ~
~x~,~ ~ou~ ~ F~~ ~
PLUMBING RISER DIAGRAM . it~5~
GENERAL NOTES
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH THE NEW YORK STATE UNIFORM
BUILDING CODE AND THE NEW YORK STATE ENERGY
CONSERVATON CODE, AND LOCAL AUTHORITIES.
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSi
5. ALL LUMBER SHALE BE GRADE STAMPED DOUGLAS FIR-
LARCH STRUCTURAL GRADE J~2 OR BELIER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTED ON DRAWING.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FF.
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF
CONSTRUCTION AND ORDERING OF MATERIALS. THIS
FOUNDATION HAS BEEN DESIGNED FOR A SOIL
BEARING CAPACltt' OF 1~/0(22~) TSF AND GRADES
LESS THAN 5%. CONTRACTOR SHALL VERIrF THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH
CONCRETE SLABS TO BE COMPACTED TO 95%
RELATIVE DENSIIY.
7. ALL HEADERS 6.0 FF IN LENGTH AND OVER lO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRAllONG
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DECKS ETC..
10. DO NOT SCALE DRAWINGS.
1~. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPERVISION, OR ADMINISTRATION OF
THIS CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE
RESPONSIBILI1Y OF THE CONTRACTOR.
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITAFE CONSTRUCTION AND SHALL NOT BE
CONSTRUED AS A CONTRACT BL-IWEEN BUILDER AND
OWNER.
15. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
14. ARCHITECT TO BE NOItFIED IN WRITING OF ALL
CHANGES PRIOR TO AND DURING CONSTRUCltON.
~5. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS.
16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS
UNTIL FLOOR SYSTEM INSTALLAFION JS COMPLETE.
DESIGN CRITERIA:
45 PSF.
- 40 PSF.
- 30 PSF.
- 120 MPH
- B
GROUND SNOW LOAD
LIVING AREAS AND DECKS
SLEEPING AREA
WIND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE lO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENl REQUIRED - YES
DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS WOOD FRAME CONSTRUCTION MANUAL
FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD
WINDBORNE
DEBRIS PROTECTION SCHEDULE
PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS
OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS,
SPACING: 12 iNCHES, ARE TO BE PROVIDED TO COVER
THE GLAZED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, A-SERIES
DOVE GRAY EXTERIOR, UNFINISHED ON INSIDE, NO GRILLES,
GLASS TO BE HIGH PERFORMANCE LOW-E~ Sma~Sun GLASS
SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS
WINDOW / DOOR HARDWARE: ANVERS
FINISH: DISTRESSED NICKEL
Mark Size Description Quantity
A EWHID$1611AR-21611S ENTRY DOOR W/ SIDELIGHT 1
B ACW 2860 CASEMENT 8
62 ACW2860-AAM28110 CASEMENT/AWNING 2
C ACW2050-2 CASEMENT 2
D ACW$OGO-AAN30110 CASEMENT 2
E APW6080 STATIONARY PICTURE WINDOW 1
F FWGD91611-4 PATIO GLIDING DOOR 1
G ACW$050 CASEMENT
H ACW2420-3 CASEMENT 1
J ACW2640 CASEMENT
K APW3440-(2)ACW2040 PICTURE-AWNING COMBO 2
L ACW2040-APW3440-ACW2040 PICTURE-AWNING COMBO 1
AAN20110-AAN34110-AAN20110
M FWHID3180AL SIDE DOOR 1
N AAN2424 AWNING 1
P CIR24 CIRCULAR WINDOW 1
t
DRAWING SCHEDULE
A-1
A-2
A-3
A-4
A5
A-6
A-7
A-6
A-9
A 10
A-11
TITLE SHEET DESIGN CRITERIA - GENERAL NOTES
SITE PLAN
EXISTING FLOOR PLANS
FOUNDATION PLAN, ROOF PLAN
PROPOSED 1ST FLOOR PLAN - ADDITION
PROPOSED 1ST FL AND 2ND FL. PLANS - MAIN HOUSE
PROPOSED 2ND FLOOR PLAN
CROSS SECTIONS A-A,
PROPOSED ELEYAIlONS
CONNECTORS, CRITICAL PATH
FRAMING NOTES, NAILING SCHEDULE
CERTIFICATION OF
NAILING & CONNECTIX)NS
REQUIRED.
ALTERATIONS TO THE EXISTING 5MR DWELLING:
EXISTING 2ND FLOOR BEDROOM TO BE CONVERTED TO OPEN LOFF/STUDY
WITH NEW DORMERS
EXISTING 1ST FLOOR BEDROOMS TO BE CONVERTED TO MASTER BR SUITE
EXISTING HOUSE TO BE RE-SIDED AND RE-ROOFED, WINDOWS TO BE REPLACED
EXISTING DINING RM ADDITION WITH BRICK CHIMNEY TO BE DEMOLISHED
PROPOSED ADDITION WITH NEW LIVING RM AND 2 GUEST BEDROOMS AND
COVERED PORCH AND OUTDOOR SHOWER
UNDERWRITERS
CERTIFICATE
APPROVED AS NOTED
NOTIFY BUILDING
~0~ 765 1802 8 A~ TO 4
[LAWFUL ~o~ LOWING INSPECTIONS:
1 FOUNDATION -
co.c.
CERTIFICATE
ANCY
3 IN~TION
~ ~ ~O~ECTR~C~
~.S~ ~ CO=~
ALL CONSTRUCTION S~LL
REOU~REMENTS OF THE CODES OF NEW
YORK STATE NOT RES~NSI~E F~
ALL CODES OF
YORK STA-/E & TOWN CODE~
AND CONDITIONS
S0~HOL~ T0WX Z~A
~ SOU~h0LD TOW~
PLUMING
ALL ~NG W~
& WA~fi ~ NEED
TEEING ~F~E ~RING
PROPOSED ROOF P~N '%~
PU"SUANT TO OHAPTE~ ~38
OF THE TOWN CODE.
BUILDING PERMIT APPLICATION
SEPTEMBER 7, 2010
FRANK W. UELL£NDAHL, ARCHITECT
P.O. BOX 316
CREENPORT, NEW YORK
1944
ADDITION ~
TO THE
McEVlLY
RESIDENCE
SOUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECI
FRANK UELLENDAHL
P,O.BOX 316
GREENPORT, NY 11944
TEL 651-477 8624
OWNERS
CHARLES McEN1LY
STEPHANIE McEVILY
68 ROXEN R(IN)
ROCKN1LLE CENTRE
11570
DATE:
SCALE: N.T.S.
General Notes
Design Criteria
TITLE SHEET
DWG. NAME
A-1
DWG NO
E][Z] 0
OPEN TO
LIVING ROOM
BELOW
U
5'-0" 4,1/2"
185 SF
EXISTING 2ND FLOOR PLAN
SCALE: 3/16' = 1'-0'
,I
20'-0"
WOOD DECK
LIVING ROOM
12'-B 1/2'
UP
DINING ROOM
KIICBEN
BEDROOM 2
BEDROOM 3
4 ,1/2" g'-111/2" 2'-41/2': 10'-61/2" 41/2"
_ 24' O' ~
872 SF
EXISTING 1ST FLOOR PLAN
SCALE: 5/16" = 1'
ADDITION F~::~:=-
TO THE ,,~7-
McEVILY
RESIDENCE
SOUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENDAHL
P.O.BOX 516
GREENPORT, NY 11944
EL: 631-477 8624
OWNERS
CHARLES Mc~LY
& SIEPHANIE McEVILY
68 ROXE~ ROAD
ROO~ILE CENTRE
N~/YORK, 11570
TEL: 516-766-7993
DAE:
SCALE: 5/16': 1'-0"
EXISTING
FLOOR PLANS
OWG NA~£
A3
DWG NO
ROOF PLAN
FOUNDATION NOTES
STRENGTH = 5000 PSI AT 28 DAY ASTM 0-94
READY MIX CONCRETE.
ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON
UNDISTURBED SOIL,
ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMEE
CRAWL SPACE FOUNDATION
HW FLOOR: 4" CLEAR WHITE OAK, pickled & finisheD
5/4" SUBFLOOR, NAILED AND GLUED
2X8 FLOOR dOISTS @ 12" AND 16" O.C.
R-21 FLOOR INSULATION
2"X6" TREATED SILL
2" CONCRETE DUST COAT ON
6 MIL POLY VAPOR BARRIER ON COMP, GRAVEL
8" POURED CONCRDE WALL
f-4" X 8" POURED CONCRETE FOOTING WITH
5-#4 REBARS - 5" ABOVE BOI~OM OF FOOTING
5~8"X12" ANCHOR BOLTS @ 4' 0" 02.
2" RIGID FOAM INSULATION ON EXTERIOR WALL ON
BITUMINOUS DAMPPROOFIND UP TO GRADE
SILL SEAL
TERMITE SHIELD
PERIMETER DRAINAGE IN GRAVEL BED CONNECTED
TO DRYWEEES
LEGEND
EXT'G CONCRETE WALL
NEW" CONCR~E WALL
WALL ABOVE
ROOF PLAN
EXT'G
DECK
DAMPPROOF AND
INSULATE AROUND CORNER
mud i/2'
14' 2 ¥2'
CS
fOR ~CCEg,~o/,m~ SP~CE
/"/E~T'C
~ CRAWL. SPACE
FOR ~CE~ S~
BRIDGING
~6x8
2X8 C.J I~ 16' O.C.
BRIDGING
DOUBLE FRAMING UNDER WALLS
2" RAT SI~B
-~8"X16 .CO TER
N
CONCRETE FOO~G (IYP.)
J
EXT'
EXT'G 2XS!O.J. ~ 16' O,C.
2X8 GIRDER
RIGID INSULAT(Om~' RIGID INSULAllOR
SEPTIC
PORCH
/~ vEhq' PIPE
MOVE OIL FUEL I~AKE
EXT'G PUBLIC WAER LINE~__
\qPRDP 4X4 TRrD BOSl /
W~H 1/2' OIA A~CHOR BOLT
FOUNDATION PLAN
SCALE: 1/8 =luO"
ADDITION
TO tHE
McEVILY
RESIDENCE
SOUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENDAHL
P,O.BOX 316
· GREENPORT, NY 11944
TEL: 631-477 8624
OWNERS
CHARES McE~LY
& STEPHARIE McEVlLY
68 ROXEN RO~
ROCKVlLLE CENTRE
N~ YORK, 11570
EL: 516-766-7995
DATE: 09/07/2010
SCALE: 1/8": f-O"
FOUNDATION P~N
ROOF P~N
DWG NO
] TIDAL WEFLANDS BOUNDARY AS
~ PROPOSED ADDITIONS
~ PROPOSED COVERED PORCH
SURVEY BY JOHN C. EHLERS SURV~OR
DATED: N~A¥ 01, 2006
LEADER CONNECED TO DRYWELL
NEW CUl%RS
70.5'
58'
EXISTING
DRYWELL~
EXI'G
TO DRY'ELL
PROPOSED
AND DECK EXTENSION
EXISTING
WOOD DECK
CONNECI TO
EXT'G PIPE
EXISTING
1-1/2 STORY HOUSE
PROPOSED
1-STORY ADDITION
:PROPOSED:
-STORY ADDITION
~-~CONNECT 10 EX~IPE
BRICK
DORMERS
AREA SUMMARY
LOT AREA = cm, 17,980 SF = 100.00%
XIST'G BLDG, COVERAGE = cm. 1,624 SF = 9.20%
ADDED BLDG, COVERAGE = co, 1,298 SF
TOTAL BLDG. COVERAGE = cm. 2,922 SF = 16.25%
MAX. BLDG, COVERAGE = cm. 3,596 SF = 20.00%
GARAGE
EXT'G
PROPOSED B'DIA. X 4' DEEP DRY, ELL
WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP.)
~ EXT'G TREE
55' FRO~I :
SC~J_E: 1/16' =1'-0'
ROPOSED SITE PLAN
= 1000-52-05-06
OF SOUTHOLD
LK COUNTY, NEW YORK
ADDITION
TO lHE
McEVILY
RESIDENCE
SOUTHOLD, NY
,~ 1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENDAHL
P.O.BOX 316
OREENPORI, NY 11944
TEL: 6~1-477 8624
OWNERS
CHARLES McENILY
& STEPH~IE I~c~lY
68 ROXEN ROAD
ROC~U.E CENI~E
NE~ YORK, 11570
DATE: 09/07/2010
SCA~E: ~/m":
SITE
DWC. NA~E
A-2
DWD NO
LEGEND
NEW WALL
EXISTING WALL
DEMOLITION
~ FLOOR: ALL AREAS EXCEPi LOFf: 1
L4'' wide clear white oak, pickled & finishedj
BRICK PAilO I
110 S£
TdE 2~"X~6'
EXTEND DECK TO MATCH;
EXT'G
DECK
'i
TRELLIS
~ -i 5'-11" ~ 5'-9 1/2" I 5' 11"
! i I 2×lO'GIRDER I ~ I I ACW~86~---
AC~/2050-2 I AC~2a50-2
HEADER:(2) 2X8 , (4) 2X6
vented GA.Si FIREPLACE ~
5'-10" 5'-6 $/4"_ 4'12 ~S.~5/4 , 5'-10
2X6 COLLAR BEA~ = ]__ ' ~'~.?~
I ROOM
.... ~_,
(2) 2x6 C~R ~-~ ~]
2X12 R.R. @ 16" O,C, ~ ~ 2X12 R.R. @ 16" O.C.
3.5%.25
(2) 1-5/4"X11-7/8" LV[ Bm
~]2) 2X6 COLOR BBM
L
UP TO
DEN
5' 9 1/2"
_ ·
CLOSET
5' 10 1/4" 4 % 6'-8"
BA~H 1
, L
~ ~ BR 2
_ _ ~]H~ · GLO.HOT:
-- - 3180AL
CLOSET CLOSET
4'-8 1/2" 4'-6"
LAUNDRY
CLG.HGF:8'-IO'
I ~i
~F~HID F~HID
21611S 3161IAR
16" O.C.
PORCH
5/4X4 lac
192 SF
pitch ffomin
--
4080
IF~7m
BR 3.
CLG.H61: 8'-10" ~
463 SF
ACW2860 ACW2860
7'9'
INE OF ATtiC
LINE OF ROOF
BRICK PATH
AREA SUMMARY
EXISTING HABITABLE FLOOR AREA: 872 SF
ADDED HABITABLE FLOOR AREA: !,106 SF
252 SF
500 SF
192 SF
1Sl FL HABITABLE GROSS FLOOR AREA: ,978 SF
2ND FL HABITABLE GROSS FLOOR AREA: 516
iIFLOOR PLAN LAYOUT CONTINUES ON DWC# A 6 i
1,978 SF
1ST FLOOR PLAN
SCALE: 3/16' = 1' 0"
TO THE c~
RESIDENCE
iSOUTHOLD, NY
1795 BAYVlEW AVE
ARCHITECT
FRANK UELLENDAHL
P.O.BOX 316
GREENPORI, NY 11944
TEL: 631-477 8624
OWNERS
CHARLES McE~ILY
& STEPHANIE Mc~LY
68 ROXEN ROAD
ROC~LLE CENTRE
llS?O
DAE:
SCALE 3/16' = 1'-0"
PROPOSED
1ST FLOOR PLAN
ADDITION
D~VG. NAME
A-5
DWO NO--__
4~
T
-~ -- ', ACW2060 21
365 sL '~ ,
I ! ACW2Q60-2
(4) 2X6
non yen(ed
2X6 COLLAR BEAM
~ LIVING ROOM
2X6 COLLAR BEAM
2X12 R.R, @ 16" O.C.
2X12 R.R. @ 16" O.C.
5.5'X5.25'
(2) I-5/4."X11-7/8" LVL B~M '=7~i
__Il
~(2) 2X6 COLLAR BEAM
gas ranQe
vented MW
KIT.
UP TO
DEN
3LOSET
3'-9 1/2" ~li~' 5' 10 1/~,'
CLOSET
~o 1/c
ILXT'G 2X8 c.J ~]6' C.C. ~
!VERIFY IN THE FIELD! ~
~EADER: ~
4'1/2"
24'-0"
LAUNDRY
FOYER
~HID ~HID
51611AR
2X6 R.R. @ 16" O.C,
PORCH '
5/4X4 T&C }PE DECKI
192 SF
pitch framing ~
672 SF
CLOSET
(-8 1/2"
CLOSET
4 -6 I/2"
CLOSET
4080
BR 5
CLG.HGT: 8' 10"
1ST FLOOR PLAN
SCALE: 5/16" = f-o"
_
[] T®
ACW2860 ACW2860
465 SF
BRICK PATH
2i6 SF
2ND FLOOR PLAN
OF ATHC ABOVE
OF ROOF OVERHANG
LEGEND
~//, NEW WALL
,,: ~ EXISTING WALL
DEMOLITION
HW FLOOR: ALL AREAS EXCEPT LOH:
4" wide c ear white oak, pck ed & in shed
ADDITION
TO THE
MeaLY
-(2) 2X6, COLLAR ,,BEAM
~roppeo w/ 5/4 pine
(2) 2X6 COLLAR BEAM
FRAMED SHELF
ABOVE KITCHEN CABINETS
wrapped w/ 1/2" sheetrock
OPEN TO
DINING ROOM
BELOW
3' high roiling
high railing
DORMER~ ~ /DORMER
RIDGE /
DEN <-,~,CATH~DRAC~EILING
CATHEDRAL ~UNG
I
RESIDENCE
SOUTHOLD, NY
i1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENDAHL
P.O.BOX 316
GREENPORT, NY 119~
]EL: 851-477 8624
OWNERS
CHARLES MeaLY
& STEPHABIE MeEVlLY
68 ROXEN ROAD
ROCK~IIE CENTRE
NEW YORK, 11570
DATE: 09/07/2010
SCALE: 5/16" = 1'-0"
PROPOSED 1 ST
& 2ND FL PLANS
MAIN HOUSE
DWG NA~E
DWG. NO
ROOF - DORMERS
CONT. RIDGE VENT
BO YR ARCH'L GRADE ROOF SHINGLE ON WEATHERWATCH
WHERE PITCH tS LESS THAN 4" IN 12"
ON DECRARMOR WHERE PITCH IS MORE THAN 4"? 12"
N 120MPH REGION: 6 NAILS PER SHINGLE REQU D
FOLLOW MANUFACTORERS GUIDELINES FOR tNSTALLATON
5/8" CD× PL~OOD SHEATHING
2X6 ROOF RAFTERS @ 16" O.C. SOLIDLY FILLED WITH
CLOSED CELL FOAM iNSULATION (ICYNENE) ON BAFFLES
FOR PROPER VENTING
5/8' GWB CEILINGS
9" con[inuous VENTED ROOF OVERHANG
ROOF / CEILING OF ADDITION
CONT. RIDGE VENT
50 YR ARCH'L GRADE ROOF SHINGLE ON WEATHERWATCH
WHERE PITCH IS LESS THAN 4" IN 12"
ON DECKARMOR WHERE PITCH IS MORE THAN 4" IN 12"
IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D
FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION
5/8" CDX PLYWOOD SHEATHING
2X12 ROOT RAFrERS @ 18' O.C.
R-38 BATFING INSULATION
5/8" GWB CEILINGS
12" - 18" continuous VENTED ROOF OVERHANG
1/2" VERSATEX BEADBOARD SOFFITS/1YP,)
CLOSED CELL FOAM INSULATION
SOLIDLY FILLED BE~VEEN
INSTAU BAFFLES FOR VENTING
2X6 R.R. ~ 16~ O.C.
5/8" CDX PLYWOOD SHEATHING
RIDGE S~FRAPS EACH RAFTER
RIDGE VENT
STRAPS EACH RAHER
HEADER:
(2) 1 3/4%-1/2' LVL-
2X8 R.R. @ 16'
12
DORME%// } / ~1 HEADER:~,, ~ DORMER
~FFLES IN M~N ROOF
FOR VENTING LO~ / STUDY
~ TEMPERB
2X4 STUD WALL AT DORMERS
INSULATION
D-OFF POST BASE
ANCHOR BOLT
TREATED POSI
CONCR~E FOOTING
SECTION A-A Z
MASTER BEQROQM
REFRAME AREA UNDER SHOWER
LOWER BASEMENT WINDOW BY 4'
2X8 SiSTERED 10 EXT'C F.J.
2X8 FJ @16" O,C,
PROVIDE OPENING
BASEI~NT ~ TO NEW CRAWL SPACE
WALL - ADDITION
1/2" GYPSUM BOARD
2"X6" SIUDS @ 16' O,C.
R-21 HIGH DENSI~ MALTING INSULATION
1/2" CDX PL~OOB
SIDING FELT
SIDING: DOUBLE PRE-DIPPED WHITE CEDAR SHINGLES, 5" EXP.,
~IBEC, GRADE A (NANTUCKEl~
WEAVED CORNERS, COLOR: COflAGE GREY, MATCH EXT'G GARAGE
ALL EXTERIOR TRIM: VERSATEX incl: CASINGS AND SOFFITS,
TO BE PAINTED TO MATCH WINDOW COLOR
RIDGE BEAM:
(2) 1 3/4"Xll-7/8'
~/~'
GIRDER:
5-~/4"X9-1/2"
2.OEPSL PARALLAM
LIVING ROOM
I
i E×TG DOOR TO-k/
WALL - MAIN HOUSE
1/2" GYPSUM BOARD
EXISTING 2"X4" SlUDS @ 16" O,C - TO BE VERIFIED!
FILL CAVITIES w/ CLOSED CELL FOAM INSULATION (,~R-21)
EXISTING 1/2" SHEATHING
SIDING FELT OR ~WEK
SIDING: SEE ADDITION
LEGEND
EXT'G CONCRETE WALL
NEW CONCRETE WALL
STRAPS EACH RAFFER
R.R. @ 16" O,C.
w/ R-38 BAYING INSULATION
~.RJ~ 16" O.C.
CEIUNGS:
X6 ;OLLAR BEAM 5/B'~ GYPSUM BOARD
HURRICANE CLIPS EACH
I/2" GYPSUM BOARD
OPENING TC
DINING ROOM
F.J @ 16" 02 w/ R 2l INSULATION
2" RIGID INSU
VENTED
SPACE coNc, PIER:
CRAWL
1'4"X
FOOTING: ~
2'0"×1-4 Xi'O"
CONT PERIM~ER DRAINAGE
CONNECTED TO DR~ELL
SECTION B-B
ADDITION
TO THE
McEVlIY
RESIDENCE
SOUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECT
FRANK UDLLENDAHL
P.O.BOX 316
GREENPORT, NY 11944
TEL 631-477 8624
OWNERS
CBARLES McEVILY
& STEPHAMIE McEV]LY
68 ROXEN ROAD
ROCI~/II I F CENTRE
N~ YORK, 11570
]EL: 516-766-7993
DATE: 09/07/2010
SCALE: 1/4" = 1'-0"
SECTION A A
SECTION
DWG NAME
A-7
0w0 NO
12
-!
12
CEDAR SIDING
PRE-DIPPED
WHITE CEDAR SHINGLES
'EXISTING CRAWL SPACE !
iEXISTING BASEMENT
EAST ELEVATION
'WEST ELEVATION
ADDITION
TO THE
~ McEVILY
RESIDENCE
SOUTHOLD NY
1795 BAYqEW AVE
ARCHITECT
FRANK UELLENDAHL
P.O.BOX 316
NY 11944
ll[[: 631-477 8624
OWNERS
CRARLES ~¢B/iLY
& STEPHANIE NcEVlLY
68 ROXEN RO,~i)
RO00/ll I F CENTRE
N~ YORK, 11§70
TEL: 516-766-7gg~
DATE: 09/07/2010
SCALE: 5/16" = 1' O"
EAST ELEVATION
WEST ELEVATION
DWG. NA~E
A-8
DWG NO
OUTDOOR SHOWER
LNCLOSURL ~
12
~9
SOUTH ELEVATION
NORTH ELEVATION
ADDITION ~
TO THE
McEVILY
RESIDENCE
$OUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENOAHL
P.O.BOX 516
GREERPORT, NY 11944
EL: 031-477 8624
OWNERS
CHARLES t, lcEVILY
& SIEPHANIE ~c~LY
00 ROXEN ROAD
ROCI~ILLE CENIRE
NE~ YORK, 11570
DAE: 09/07/2010
NORTH ELEVATION
SOUTH ELEVATION
DWO NAME
DWG NO
RIDGE TENSION STRAPS
TYPICAL ALL RAFTERS
4 - 8d NAILS EACH END
ATTIC
DOUBLE FOP PLATE
SIMPSON H2A HURRICANE
CLIP NAILED. FROM
RAFTER TO STUD. -
TYPICAL ALL RAFTERS
4 - 8d NAILS EACH END
APA RATED PLYWOOD
EXTEND TO TOP OF TOP
PLATE,
2 x 6 STUDS @16" O.C.
__ICE SHIELD UNDERLAYMENT
REQUIRED - 24" FROM EDGE
RNATE POSITION OF
HURRICANE CLIP USE
SIMPSON H5
RAFTER TO TOP PLATE
~- ,~-sd co MDN N~.ILS
RAFTER AND TOP PLATE
~ROVIDE 8d COMMON
NAILS @ 4" O.C. AT
EXTERIOR EDGE OF ALL
SHEATHING.
mURRICANE CLIP~
TYPICAL.
HALTERATE CLIP
3 SHOWN)
_ HEADER
R.O. FOR WINDOW/DOOR
1 ST FLOOR
WRAP + NAIL STR~
( 4 - 4d NAILS )
AROUND SILL PLATE
AT ANCHOR BOLT
(2) #5 REBARS
- 8d NAILS
1/4" WIDE - 20 GAGE
METAL STRAP @ 48" OC,
SUBFLOOR
1/4" WiDE - 20 GAGE
METAL STRAP ~48" OC.
MAXIMUM.
PLATE
OF FOUNDATION
CRAWL SPACE
(5) #4 REBARS %
8" P.C FOUNDATION --
W/ 1'-4" X 8" CONT, FTG.
SHEATHING TO SILL PLATE
8d NAILS @ 4" O.C.
x 6 treoted SILL PLATE
ALUMINUM TERMITE FLASHING
~" ANCHOR BOLTS @ 48" OC.
FENDER WASHER·
RIGID INSULATION
ON BITUMINOUS DAMPPROOFING
DRAINAGE
CONNECTED TO DRYWELLS
SECTION ELEVATION
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
ADDITION ~
TO THE
RESIDENCE
SOUTHOLD, NY
1795 BAYVIEW AVE
ARCHITECT
FRANK UELLENDARL
P.O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
OWNERS
CHARLES I~cEVlLY
& STEPHARIE McD/1LY
68 ROXEN RON)
ROCKVILLE CENTRE
NEW YORK, 11§70 i
DATE: 09/07/201(
SCALE: N.T.S.
CRBCAL PATH
DWG NA~E
A-lO
FRAMING NOTES
ALL FRAMING LUMBER SHALL BE GRADE STAMPED
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR
BFFfER.
ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
MIN, THICKNESS OR AS NOTED.
ALL SUBFLOORINC TO BE APA RATED STURD-I-FLOOR,
EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS.
ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED
WRH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED
~ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR
CIRCULATION IN ROOFS,
DOUBLE FRAMING AROUND ALL OPENINGS ( skylights,
stairs etc. ) OR AS NOTED ON DRAWINGS.
DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
PARTITIONS OR AS NOTED ON DRAWINGS.
ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED
WITH RATED GALVANIZED METAL CONNECTORS BY
~CO" OR APPROVED EQUAL.
10.
14.
NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE.
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4"
o.c. EXTERIOR EDGES AND 6 d @ 12" o.c.
INTERMEDIATE.
ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
ALL ROOF RAFTERS SHALL BE A1TACHED TO THE PLATE
AND STUD WITH GALVANIZED HURRICANE I~PE
CONNECTORS BY "TECO' OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CLIPS AT ALL PERIMETER JOIST TO GIRDER
CONNECTIONS.
ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC CPI SERIES WOOD-I-BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS
RECOMMENDATIONS.
ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
GALVANIZED ~CHINE BOLTS @ 12" O.C..
NAILING SCHEDULE TABLE 3.1 - WFCM
Joint Description ] Nail Sizes Nail Spacing
~a!!er tg.TpR P~te ~,T,o?-g~it~d!n~ ~,oll Height: 10 fi, Spacing 16" O.C. (Table 3.3A) 4n-/lSd per rafter
eulng dOIS! tO lop mate / o - aa) per joist
Ce ng Jois to Parallel Rafter (Face-nailed} n/] each lap
~e~ing~oi~t ~p~ ov~ Pa~iD~nq,(Face-nailed) n/~ each. jap
~lock~ng tg ,Ra~er (?o~qailed) ,, 2 ~ ~ per ~e
~im uoara to Kafter Lbna-nailea) ] 2 - 16d each end
~op ~)a e to Top Plat~ (Face, nailed).,m% 2 -- 16d per foot
ap ~ma[es at Jmersecdonsx Lrace-nammea) 4 - i6d joints-$ach side
~tud, to.Stgd ((ace, Fnailed). 2 - 16d 16" 24 o.c.
ueaaer ~o ueaaer (race-nmea ]6d o.c. along edges
- 16d per 2x4 s(ud
lop or Bottom Pfote to Stud (End-nailed) ~- 2x6 stud
- ~ ~eerr 2x8 stud
2
Bottom Plate to Floor Joist, Bendjoist,E~djo~st or Blocking (Face-nailed) 2 - ]6d per foot
~iqt to ~i11¢ Tgp,~late q~ ~irder (T~-nailed) 4 - 8d per,joist,
agin9 ~o ~os~ ~oe-na,eo~ 2 - 8d earn ena
Bloc?nc ~o Joist t~e-n~il¢~),, , ,, 2 - 8d each end
BlocKinq~o Sill or ~op,mote ( /oe~nai~ea) 5 - 16d each block
~edger%(rip, to ~eoB (Fa~?naite~j ,~ 5 - 16d each joist
dois~ on LOGger ~o geam uoeT~na,ea) 5 - 8d per jmst
Band Joist ~o Joist (E~d-~gii~d),' , ,, 5 - ~6d per joist
Band Joist to Sill or mp rate uoe-nai~ea) 2 - 16d per foot
Structural Panels 8d 4~ o.c. ,~erimeter zone
other 6 ~.c. edges of
p¢nel, 1,2 o.c. interior
Diaaonal Board Sheath ng
~, x u ,or e 2 - 8d ~r suppo~
1 x 10 orwider
Wallboard 5d ~ 7' edge / ]0' field
Gypsum
Structural Pone~s 8d 6" edge / 12' field
Fiberboard Ponds
7 / 16" 6d 3" edge / 6" field
25 / 52* 8d 3" edge / 6" field
,sum
rdboard 8d6"6, edge / ~2" field
Pa~ideboerd Panets 8d edge / 2' ed
Diagonal Board Sheathing
1: x 6",or 1" x 8" 2 - 8d per suppo~
1 x 10 or wider 5 - 8d per support
Structurd Panels j
~' or less 8d 6". edge ~ ~" Deld
greater Jhan ~' 1Od 6 edge~ 6 field
Diagonal Board Sheathing
1", x 6".or 1" x 8" 2 8d per suppo~
'. 1 x 10 or wider 5 - 8d per suppod
. Nailing requirements ore based on wol sheathing nahed 6" on center at the .panel edqe. If wall sheathing is halted
3 on-center at the pone edge to obta}n higher shear copncities nailing regulrements tar structural memSers shall
be daubed or oNerno e connecors such es ~heor plates . sha~ be used o man nih he load po h.
When wall sheathing is continuous over connected members the tabulated number of nails shelrbe permitted to
be reduced to 1 - 11~d nail per oat
ADDITION
TO lHE
McEVlLY
RESIDENCE
SOUTHOLD, NY
DA1T:
SCALE:
DWC k~N~E
A-Il
DWG NO