HomeMy WebLinkAbout43125-Z suFFe���o , Town of Southold 1/22/2020
G
P.O.Box 1179
0
_ 53095 Main Rd
'1,1 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41014 Date: 1/21/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 515 Maier Pl, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-6-26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/14/2018 pursuant to which Building Permit No. 43125 dated 10/11/2018
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 additions, including front deck(cover over deck is existing)and garage altered to living splace in an
existing one family dwelling as applied for.
The certificate is issued to Pergamo,James&Frances
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43125 12/2/2019
PLUMBERS CERTIFICATION DATED
0 A o ' gnature
�o �U �Co�y Town of Southold 1/21/2020
3 P.O.Box 1179
0
a' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41015 Date: 1/21/2020
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 515 Maier Pl, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-6-26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/14/2018 pursuant to which Building Permit No. 43125 dated 10/11/2018
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:
accessory two car garage as applied for.
The certificate is issued to Pergamo,James&Frances
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43125 12/2/2019
PLUMBERS CERTIFICATION DATED
ov th0 ' Si ature
o�SUF��co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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#: 43125 Date: 10/11/2018
Permission is hereby granted to:
Pergamo, James
4 Northern Gate Ln
Cold Spring, NY 10516
To: construct additions and alterations to existing single-family dwelling and construct
accessory garage as applied for. Two CO's will be required.
At premises located at:
515 Maier PI, Southold
SCTM # 473889
Sec/Block/Lot# 55.-6-26
Pursuant to application dated 9/14/2018 and approved by the Building Inspector.
To expire on 4/11/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.00
CO -ADDITION TO DWELLING $50.00
ACCESSORY $330.40
CO -ACCESSORY BUILDING $50.00
Total: $750.40
g 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.
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: 515 Maier Place Southold
House No. Street Hamlet
Owner or Owners of Property: Fran Pergamo
Suffolk County Tax Map No 1000, Section 55 Block 06 Lot 26
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: $ ��
Applic t Signature
i
OF SO(/r�®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q sean.devlin(ab-town.southold.ny.us
Southold,NY 11971-0959 .�` • �®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To James Pergamo
Address: 515 Maier PI city Southold st. NY zip. 11971
Budding Permit#. 43125 Section 55 Block- 6 Lot 26
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor. DBA: Promaster Electric License No: 59226-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 29 Ceiling Fixtures 9 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 2
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 31 CO Detectors
Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks
Disconnect Switches 25 Twist Lock Exit Fixtures Combo SD/CO
Other Equipment Sub Panel in Garage 60A Main Breaker-12 Circuits- 6 Used
Notes: New Bedroom and Dining Room. Garage Wiring
Inspector Signature: - Date: December 2, 2019
S Devlin-Cert Electrical Compliance Form As
vs?so
TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ F UNDATION 1ST [ ] ROUGH PL13G.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: L
ol
Dr-v/
t fit! ✓ �tM, v1 0 �`
DATE INSPECTOR
aOf SOGIy
--------
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ FOUNDATION 1 ST U"-v/ [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION cc [ ] CAULK NG
REMARKS: flAM14& D
Y An/ lJ O
@Ak#A� [OMA. JeVt e5tv •
DATE ll 76INSPECTOR Qkg;fV�
l • O��pf 50UlyOl
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO GH PLSG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE Lf INSPECTOR tA
Of so(/ly��
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPECTION -
I
FOUNDATION 1ST [ ] ROUGH PLEG. -�
[ ] FOUNDATION 2ND [ ] INSULATION 4-31
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
,K�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE ' INSPECTOR 1
r1i �/ Jn,�O ��
SO V V�C/Vl u l /) CA »—
* # TOWN OF-SOUTHOLD iLDING-DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH-PLBG.
[' ] FOUNDATION 2ND [ ] ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[
]-FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION
f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIONc [ ] PR
REMARKS: `I J NYU 1%,
wlpWqv�
DATE l 18 INSPECTOR
O�aOF SOUIyo
# # TOWN OF SOUTHOLD BUILDING DEPT:- _
`yco765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ "] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION .-[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) Wow 3-0 1l-
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
Accn- lG&^ G/ of 4eml Wl`/ i
r
DATE INSPECTOR
�o,xxpF S001y�6 /Iii a flop/-
* # TOWN OF,SOUTHO.LD, BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [s ] FIRE SAFETY INSPECTION,
[ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 14 9 -7st�
A e0d
cimmof v-
DATE 11IS110 INSPECTOR C- 100141-�/lz
• • • • COMMENTS
FOUNDATION(IST)
�r« ✓ rte, -
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ROUGH FRAMING&
PLUMBrNG
POW \J
INSULATION - =
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ADDITIONAL COMMENTS -
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T6WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TPWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: 631 765-9502 Surve
So utholdTown.NorthFork.net PERMIT NO. 3 �41 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
E amined 20 Single& Separate
Storm-Water Assessment Form
Contact:
Approved_ 204 Mail to: Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
Phone-
�(631)504-88� Q42
E Cpiration 20 R0 tom® 4 � 4 -►. C�1
Builj&Wpector
Q IS ENE �PPLICATION FOR BUILDING PERMIT
� � 14 ���� Date June 5th , 20 18
INSTRUCTIONS
a. ThRT4pTi"dWWR' �.'`. be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of play§;'h&urdtdplbtp-,lw
qa,Vale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
J 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
I 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)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
;State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Agent
(Name of owner of premises WAS
(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:
515 Maier Place Southold
House Number Street Hamlet
County Tax Map No. 1000 Section 55 Block 6 Lot 26
Subdivision Filed Map No. Lot
2i State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residential
Same with interior renovations including the following,remove walls and closets at existing bedroom to create open office space.Convert
existing garage to new 324sq ft dining room.Also new 299sq ft.addition including new bedroom#3 New 576 sq,ft. accessory garage in
b. Intended use and occupancy rear yard New 86 sq,ft wood deck over existing concrete apron
31 Nature of work(check which applicable): New Building Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4! Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1
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 58'-1" Rear 58'-1" Depth 28'-1"
Height 16' Number of Stories 1
I
Dimensions of same structure with alterations or additions: Front 58'-1" Rear 58'-1"
Depth 40'-1" Height 16' Number of Stories 1
24'-11"(Addition) 24'-11"(Addition) 12'(Addition)
14'-1"(Deck) 14'-1"(Deck) VA"(Deck)
81. Dimensions of entire new construction: Front 24'(Garage) Rear 24'(Garage) Depth 24'(Garage)
Height 14'(Addition) 1'(Deck) Number of Stories 1
18 (Garage)
9, Size of lot: Front Cja� Rear 100 1 Depth
110. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40 Medium Density residential
112. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO
515 Maier Place
114. Names of Owner of premises Fran Pergamo Address Southold NY 11971 Phone No. (631)813-9754
Name of ArchitectAddress Phone No
Name of Contractor '1' Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
III 8. Are there any covenants and restrictions with respect to this property? * YES NO_�
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Robert Wilson being duly sworn, deposes and says that(s)he is th a t
(Name of individual signing contract)above named, CONNIE�•
Notary Public,state of New York
No.of BU6165050
(S)He is the Agent Qualified in Suffolk Count0 02
y
(Contractor,Agent, Corporate Officer, etc.) Commission xpir mvI I'---
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
I
erformed in the manner set forth in the application filed therewith.
Swot o before me this
"l day of 20
Notary Public Si a e of Applicant
i
Scott A. Russell SUF Ir ST0]KMWA\T]EIK
SUPERVISOR o �
��1[A\1t A\�G�]EI� IE1�T
SOUTHOLDTOWN HALL-P.O.Box 1179 ® Town o�'Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971ee, .
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
)DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
El[21 B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
®� C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
00 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
®® E. Site preparation within the one-hundred-}Tear f loodplain as depicted 1
on FIRM Map of any watercourse. l
❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
i
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department witF pour Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date:
District
NAME Robert Wilson 55 06 26 9/12/2018
Section Block Lot
I
* FOR BUILDING DEPARTMENT USE ONLY****
Contact Information. (631)504-8842
ITckpM1ws Numbcrl
Reviewed
— — — — — — — — — — — — — — — — ( Date
: YN
Property Address/Location of Construction Werk: — — — — — — — — — --- — — - -I—
o
— —
515 Maier Place Approved for processing Building Permit,
Stormwater Management Control Plan Not Required.
Southold NY 11971 Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM 4 SMCP-TOS MAY 2014 �—
BUILDING DEPARTMENT- Electrical I Ctcir
TOWN OF SOUTHOLD D Lif ROVE
Town Hall Annex- 54375 Main Road - Box 1179 D
o • Southold, New York 11971-0 FEB _ 4
Telephone (631) 705-1802 - FAX (63 1) 765-9502 2019
roger.riche rt(atown.southoId.ny.usD.Z �a
TOWN OF SOUT,10T
APPLICATION FOR ELECTRICAL INSPECTION
tEQUESTED BY:-- Date: 0)
mpany Name: Go M(-S hcr C
dame: C-12.
-ii ense No.: 692126 - email: ronlaxs cre- �' - ���I •�dl�.
\ddress:7 -326 S 'n 7PJ lc�Q�oe4 (�
'done No.: 0S9 C 94-3 S 93 q
JOB SITE INFORMATION: (All InfoTS1
ion 1Required)
dame: Pa N110 'Ocncc,
Nddress: S l S n a c+- a-ce. sou o .
,Toss Street: oissca-v
?hone No.: 631 � t 3
3Idg.Permit#: 1131 ZS email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF 9ESCRIPTION OF WORK (Please Print Clearly) )J&AJ trt'n
GQom W'd Yn/ni-oo m plus nVoU—e,C" � s
Circle All That Apply:
Is job ready for inspection?: NO � Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required).
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs k
G
ax *
-- ------------------ --- --------------------------
FFat/( }J��./�I BUILDING DEPARTMENT- Electrical I c
p 4 TOWN OF SOUTHOLD L� � ��
79
�•
$ _ Town Hall Annex - 54375 Main Road - Box 11
-M Southold, New York 11971-0
� Telephone (631) 705-1802 - FAX (631) 765-9502 - 4 2019
roger_richertCa�town.southold.ny.us B RIO,
DEPT
TOWN OF SOUMOL
APPLICATION FOR ELECTRICAL INSPECTION
�EQUESTEU BY: p p Ms s t'G � .......... ... Date:
,ompany Name: GO mn-5 ri C
dame: ��-
-icense No.: S9 2126 — email: �omaxs cre �' - ��n i ,cod".
Xddress: -7-3 26 S 11run
'hone No.: 3 �14 $OS9 c 943 S g3 y /
JOB SITE INFORMATION: (All Info ation Required)
J I
dame: �Gd��n 5�0 cn c�,
4ddress: S 1'C .
i cr- (Lce. isoufhold-
.ross Street: olssC(-v e
?hone No.: 6 31 313 y
Bldg.Permit#: t131 25 email:
Tax Map District: 1000 Section: Block: Lot:=J
BRIEFESCRIPTIC�N OF WORK (Please Print Clearly)
room cued di n 'n q foom Plus aV0 ,sem
Circle All That Apply:
I
Is job ready for inspection?: NO a�
(�
Do you need a Temp Certificate?: YES / NO l su n `�
t
Temp Informations: (All information required).
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - erground -Ove ad
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional lnformation:
PAYMENT DUE WITH APPLICATION
Request for Inspection FoanAs
X
r •y�S�FFOL,Y�`'�,��.
Town Hall Annex Telephone(631-1802
54375 Main Road -< Fax(631)734-9502
P_ O. Box 1179 C3
Southold. NY 11971-0959 0-
BUILDING
BUILDING DEPAkt-MEET'
t
24 NOTICE OF UTILIZATION OFT'RUSS TYPE CQI>1STRUG7'ION PRE-ENGINEERED
t _WOOD CONSTRUCTION ANDIJO TIMBER.COU.STRUCTION
Dat Sept. 12W 12018
J � t"Yw•' yy ,
0(4ner: FranRergamo, 1 o ! #,i r
LdGation of Property: 515 Maier Place Sduthbld toyV ax 1=`
.,Lr ....� r
Pl�se take notice that t{.b{.,p ( e k.appikPI ble ii dj;a
New' 'residents �ructure� •'",N: :}
Addition-to e
xisting residdritiaVgO cfdre
y: m Rehabilitation to an existih iresidert p± i� stru ref " : • : .
to be constructed.-or performed at WO su. ject,pwpqq t nce ove will a ilize
(ch#ick applicable line): � . . � • �._ _� t '�:r:, '�: t'�., , ;}�.
—Trul�J.-sth'M VI+1•l'"" -1+iJ��.'�ti�tl�7✓s' •3.�i?"i"�'3r::>'3'i'e.`{��)�!. }!.�• _. • ._ ,� ..._ ... �I.
Pre-engineered wood construction �< ^,;, .,f i2,z ;x,,; T
05 V Timber construction ( C)• -
c
1,`., 1 . ,"M',k1}��'•'•i•;.:j`+fit-!1'�,1{���1:((,Z�f e.�J f ;
in t46 following iocation(s)(check applicable`
} Floor framing, including girde�s'arld'-heaml ~,)`
5- F
Roof framing (R)
Floor and roof fta ming' (FR)
rl
Sig"Aturer T.,. tRa• 40•. aSi• s.Gl •. .SF.i:.+anwE /✓v tb _ Gn .0
1Mame:(person'submiitti g'ttii§'fd`I.
p
r�•i.�pplicable>' -{�' t ? �� ttf'7. •i•�"!�z `J��� '}�-j�i��f�-`�'"�i ,rS�,.S` �•, _" ._ �. ;�1; -•�_..-.. ..c-...
Capacity(che&k•a 'lirie)• ; `rt j,
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4A T
TnrssResReQl5.dmK,Jg,
t,7 it Nlolp AN7NONY
� CARL CpDAN
SURVEY OF- PROPERTY
- A T _ ,5'0 UTHOLD
_10�.00� - - -
- _ TOWN OF SO UTHOLD
>ti FRAME 4.I'S SUFFOLK C'0 UNT Y, NY.
a SNED HfOCE 1000-55-'06-26
SCALE.• 1"-20'
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AREA=131934 SGS. FT. 25' WIDE RjGHT p ZAA ; _ --� r ? =¢ v :' 49618
ANY ALTERA770V OR AD0177ON TO THIS SURVEY IS A W(Zi, 77ON Y CONIC U Y R$ l6m
OF SEC17ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX'M( - -`765-1797
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77nCA77ONS P.O. BOX 909
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F ry
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 'THE SURVEYOR 1230 TRA VELER STREET O/ -229
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD; N.Y. 11971
l .
"gyp F SURVEY OF PROPERTY J
HOMEMADEOr � A/VTjyO"y �, CARL CODAN
N II A T SO UTHOLD
- - --- FE.COR. S81.5550-E 4
_- - _ _ TOWN_ OF SO LITHO_ LD `
CONC-CURB W77f/ WjRE ----j— 10(�QQ� HOMEMADE SUFFOLK
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24.3' FENC£ MON. FND. FE.COR. SV l"1" 0LK C0 UNTYj - -N—Y------
to a HEDGE D.3'E 1000-55-06-26
� FIPAME � s
1 = S✓11Ep HEDGE SCALE. 1'-20'
N GZGE N = I'
DECEMBER 18, 2007
a �i DECEMBER 17, 2018
00
14.3-
24.3- jj4 AUGUST 6, 2019 (FINAL)
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0 = REBAR Q o
® = WELL I 1*
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� = TEST HOLE � y I uj
PIPE 22.6' l 2
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c0u = U77LITY POLE 33.2• I U 3 /
iv 20.1'
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Op 18.5' 18.4' M 4.4' 14,0. o\
;7 21.6' co
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CONCR
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HOMEMADE a c
440.49 MON. FND. = J OF1/
Nm 0.3'E V Ili ��Q�$ n� r� 0 %"
f j {tv
EDGE OF <'Q
ASPHALT OVERHEgp WIRES — REBAR �r
100 00, FND.
- �� PLACE. I PocE
AREA=13,934 SQ. FT. 2s -NgDE RIGHT pF w — — , AM . NO. 49618
ANY AL7ERAT70N OR ADDI770M TO 7HIS SURVEY IS A WOL 777ON A Y , PECONIC 1�I 1 '6RS,. P.C.
OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA770N LAW. (631) 765-5020 FAX (631) 765-1797
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FMA770NS s \ P.O. BOX 909
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRA VELER STREET 117_229
WHOSE SIGNATURE APPEARS HEREON. ( SOUTHOLD, N.Y. 11971
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APP 0 ED AS NOTED
00
DATE: B.P.# 3 5
FEE:L, BY:
-4a-
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOi-,
1. FOUNDATION - TWO REQUIRED PURSUANT TO CHAPTER 236
FOR POURED CONCRETE OF THE TOWN CODE.
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR CO.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEVI
YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL
DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED
COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
DO NOT PROCEED
� A
SO ARD TH
FRAMING UNTIL SURVEY
SOUTHOLD T OW S OF FOUNDATION LOCATION
;HAS BEEN APPROVED:
N.Y.S.DEC
All exterior lighting
installed, replaced or
repaired shall conform
to Chapter 172
OCCUPANCY OR of the Town Code
USE IS UNLAWFUL Blower door
WITHOUT CERTIFICATE and ductwork
OF OCCUPANCY testing required.
Must provide Manuals
D, J and S as per
NYS Energy Code
REScheck Software Version 4.6.4.
Compliance Certificate
Project Pergamo Addition DJ
Energy Code: 2015 IECC
Location: Southold, New York t� OCT 1 0 20c
Construction Type: Single-family ��
Project Type: New Construction
Conditioned Floor Area: 0 ft2 I3i7M��i'oTG DEPT.
Glazing Area 12%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
515 Maier Place
Southold,NY 11971
-ti
Compliance: 13.5%Better Than Code Maximum UA: 171 Your UA: 148 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Cavity Co, rit.,
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss r'���F NEw 629 49.0 0.0 0.026 16
Wall 1: Wood Frame, 16" o.c. ( , '', ;+ y0 191 21.0 0.0 0.057 58
ro
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E '1 ,; 6 0.280 4
SHGC: 0.29 Jam;
Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with m ,j ° w 6 0.280 4
SHGC: 0.29 2 h a
Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E NR` r ��\ 11 0.280 3
SHGC: 0.29 q ?5`
Window 3 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E SS
SHGC:
0.280 3
SHGC: 0.29
Window 3 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.280 3
SHGC: 0.29
Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 37 0.280 10
SHGC: 0.29
Door 1: Solid 16 0.190 3
Door 2:Solid 20 0.190 4
Door 3: Glass 42 0.270 11
SHGC: 0.26
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 302 '19.0 0.0 0.047 14
Floor 2:All-Wood joist/Truss:Over Unconditioned Space 327 19.0 0.0 0.047 15
Project Title: Pergamo Addition Report date: 10/10/18
Data filename: C.\Users\QDust\Documents\Pergamo\Pergamo ResChk.rck Pagel of 2
n k
h ,
1
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 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Pergamo Addition Report date: 10/10/18
Data filename: C:\Users\QDust\Documents\Pergamo\Pergamo ResChk.rck Page 2 of 2
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PROPOSED FLOOR PLAN PROPOSED FLOOR PLAN REVISED 7.25.18 +4—+
REVISED 8.28.18
1/4" = V-0" 7.5.18 REVISED 9.5.18
1/4" = 1'-0" 7.5.18 REVISED 9.7.18
REVISED 7.25.18 Ear ��""�"` """ REVISED 10.14.19
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ANGFIOR SOLT DETAIL
11RJFT WNIOLTOR=AIL •� "��""�• RIDGE STRAPPING DETAIL
I Ezlsr r>¢a enm.eEc � a eels,erz.mi.x Aae F'OUI�ATION 5'TRApPIN4 DETAIL
CONSTRUCTION NOTES GENERAL NOTES PERGAMO RESIDENCE FLOOR PLAN, FOUNDATION PLAN
I.
M A.vlrgs ahsl rest en ar,msmmed ar,l at a mh,4num[A 36'hd,xz IIn,g�d, I All vmrt shot LonfD m d,e apuiremants of the ResMenml Code of Nov,Yoh
2 Pcumtl co""m shah rove a mIntnms ml pf 2600 at 26 d>!s urJess 1,,otd. Sade,County iM Twm Lepanment Regutanum,Ifbri Canpm,y apulamenm,ve 515 MAZER PLACE
3. SB plates shall be preserved,heated wad ore be hatAed oba,e a 16 oz best bade pmcdses
upper mmAm ehepd 2. Bella a,mmer,u,q wart 6s CU--r sW Ne e1 duaa,enls aqu4d by de SOUTHOLD N.Y. SCALE AS NOTED AUGUST 30, 2018
4 SNngie siting shall conform m ASTM L 3579 and be usedd in a—a— Bdolrg Cope—L pay all leas mqub d by Imd Bgs.lea end obtain III]requl d
with the NaW YM Stam Buldag Crile a,d mendn=ms spedf bas, Peons•
-11 H.Hilpill, I,slap be Wtvlld M v Iixaed mnhacmr m e depd,arG beadrg egmad 3. Tha Cnnvecux shop visit de elm aril verily e0 dlmersbrs are am exisW,g
p apcn by an erghser roil tn±ndtams snap be ssud smmg wma. mrdrtMs offe--Vrg the wod,Pelor m xnsu-Ion. Arry da-reyar,des wNd,Wild EXISTING: SINGLE FAMILY RESIDENCE
6 UNess omervAsa,urea al rmmirg ane swaamd vsod wmpw,ents shoo d o-,lmlere wnh d,e setmacmry mimplemtia,of a,e wan d=dled barer,andl to A-1U1 FLOOR PLAN, FOUNDATION PLAN, NOTES
at[n he-c,I4 Fir, reporad m ae ard.] a PmPemy MApae rA not soel wok ma sue,=.d&m SCTM# 1000-55-6-26
7. All Imnaig tea,r,igaea are mea,ods snap be as V..ft a design basil an lave been exandnd and n avfea at e:W,aemnpy agiad awn Falwe o,nary A-102 SECTIONS, ELEVATIONS
I AFWP V.d FnR,e C',,..,ar,Mewl for Om and sou rattly D,veJllrgs:WFCM) de moer or emnhem d unsat6factory:.ondkbns ball be wnstad as an—pta- ZONE R-40 .33 ACRES
0m m•mr I I enm NTrwd ,f Bs specmed In,R301 2 1.1 Was aidhlum N papdy petlafm me,egmM sort. A-1 U3 GARAGE PLANS, ELEVATIONS,SECTION
6. Al balding envelepa mmpaner,ts stmt m,opiy won Chapaar 6 of tne Ere gy 4. All work is m mndnnn m de da+nrgs and spacah,tira,s M me sIoNtxt and PROPOSED:
Curserml4x,Cda td as Swm W N w YL•rk.
gl eee WnnscUr REMOVE WALLS & CLOSETS @ EXIST, BECRM. k3
Q O O 9. Firetivchmg srsp ae pm:dd In r,0,w4d imrc,d o-xswcWn N rp,TWvnva 5. Tho Cumre:4tr Is lu m34,Wh,a cumdma vd up w date sen of pus w,a,e
wIm NYS Code R b02.6 m corm a„epeetrea fire barmy besmear,]odes Bre lob slur at A amus TO CREATE OPEN OFFICE SPACE.
behrean me mP sary and nM I n— 6. The d-Anp—10 m be sailed M,dar+my ditan—m oes
E�lC��iF NEW 299 SQ.FT. ADDITION TO INCLUCE NEW
16. Fmtenrve perils shay tx prtndd Aly glizd apaHrgs M emlmarsx w,d, 7. It sh,fl be d,e^..anoapmys mespnrsbgry a,osLWrmin dl preiata,g pa,cdures
y NYS sde R3D1 2 1 2 n rt y are repaired. hdu9ig-We and to,f.Ibn,pIa amen of eakt4g vo, m re.k.XSS m BEDRM # 3. REVISED 10.14.19
11, All ludkos of the nex d m I—ains ere yesiBncmnAy wan krdm
ggnpht Wwkrea
a ,1`—at peftnd va
11A,aisbldy H wane,end demic pnxer and ell
s - �^ end almatic crterk m swd b,the N4wleg table. cher mnditbm od 2 kaon fa 6,6 Rohn,l-Wo In order to¢tams the REMOVE EXIST. BILCO DOOR 7C ADD NEW INTERIOR
r- •t 4.�R W k M a careful and udedy-o en wnh ds leas,w+ssrile db.M-w me pud6. STAIRS TO CELLAR. f@SS `
EXIST. FLOOR FLAN !! GEOGRAPHIC & CLIMATE CESIGN CRITERIA e: in Gs,hncmr s" mnha the M1B2YYlry xnengemmm m nudes me senkes /� O
p " 1' W temPa'sly rarnnnmd whte pedormh,g me wort es repulad CONVERT EXIST. ONE CAR GARAGE TO NEW 324 A H
'I- Z GROUND SNt YV LWr 45 ps1 9 The rima tt,r shill pn,vea r,0 dw,ersivs and cut-Arts for oast modes SQ. FT. CIN. RM.
v +'`� WINC SPEEL 130 MFH 10 h C.vaat,r shill prm•Ne proper rA,,r g and bear Mr d a ,nig sbatbtas
1/4" 1'-U' 7.5.18 iv Ci V SEISMIC DESIGN CATATaIRY B g ACC 86 SO. FT. WOOD DECK OVER EXIST. CCNC.
prior m re ing. of exbW,g slC nl 1 O F 3
ea..m:,,..zez•-,as.m.. �� �/Q Q = WEATHERING SEVERE 11.RmnNng,decmod,HVAC ad bosin vuk shag be s=r,,TI by Iceisd APRON @ FRONT OF EXIST. GARAGE. eermlis'drab,,• t ex fin
Q 07?
FROST LINE CEFTH 36' persnra wnh sAall emerge mf ell obmtr,ell agmrd ha'papapr,s.TI.0"""
A �P� TERMITE THREAT MocERATE n!HEaw onbacmr snap be respad,15 fa schedMhg ap oder hapetto s as wupea 4L'C NEW 576 SQ.FT. llA'0 CAR GARAGE IN REAR
�FESLECAY SLIGHT TO LICCERATE 12.The Comeau,Is Wely mpunside far oorsm .sifery and Shap odd de YARD. FO Boy 49
WINTER CESIGN TEMPERATURE I1 —old eanhea NiI14-1mm labat4,r,edsbg wt d U•A Qotnraoys tld-m JOAN CHAMBERS SVUTHOLC NY 11671
FLCOL RAZARL AS MOTEL p-lds amst U,satery rn s Hi,d I b31-294-424 1
TABLE 8602511)
FAST13`71R59GHEVULE PERGAMO RESIDENCE
'� -alaaORNe 01.901Ah!BLEtID �Q�DL erKnn AFD LGGAnON
515 MAIER PLACE
a-aG mK a IOO1B90R
¢ mBl9 mib 06aOH AfsO � "n G�NNN SOUTHOLD N.Y.
6aaaar NAiu
ada mW a>tYam•)06
awNC Jwcmm,GrMTc xa wr.c«anaDJ9','wL rBB eie6r,TPE HAL EXISTING. SINGLE FAMILY RESIDENCE
adw9 ra&x°rm•APA
a3•rmDl•NNLe
rol,le.LxTNPiAiTAo�ro.ax.aFlAPrev ,J4NmKm•„o°e•,aL SCTM# 1000-55-6-26
° a,�O MI°'�i PDm l W GN Or°.sPm2Tl rDmD� °mx'A'OMSI.OR PIL81M1
ZONE R-40 .33 ACRES
PROPOSED:
- -- --- "�°y•"D��aOT�-"�D P"° 0L REMOVE WALLS & CLOSETS @ EXIST. BEDRM. 413
----- caARmTo r+QMIPRIt•Waay e`O'm�maea�KmPwiP. TO CREATE OPEN OFFICE SPACE.
NEW 299 SQ.FT.ADDITION TO INCLUDE NEW
edG61swINAiael•Ja>.eeo oll iJm�'Ci NNLeonxaDa- BEDRM_# 3.
e MMBawI¢RPTw.eamMR e•Im OTeIPNrw e'XOIb'I,wL- TPeIWLaN _ RE _
.Jmm„rJ•,eD°-AwL OeQ•�°""^='°a fv10�1E-EXISI`BICCO-DOOR-&-ADD-NEW-INTERIOR_
*swal•HNLD mmI -
,�bl�Oie� STAIRS TO CELLAR.
=mN e_walah wL oJ1e'3 i T� CONVERT EXIST. ONE CAR GARAGE TO NEW 324
t twa FlAnaoroclaee vAurl'axre.Ana+w. "'1O-'''"'L' SQ. FT. DIN. RM.
r1PPP NAfImaT°.D.r.rz mm°ePi« °-w m,mlw„un•lGn
.mGwwKnriw,cxhw mewa ADD 86 SQ. FT. WOOD DECK OVER EXIST. CONC.
O'm •h 010
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__ Pcrowas veerxu ne°aNs aHAu Ez PFarewiEo Paa+w•moare owws
_ _ _ _ b6 mMbN OK•wOlD29 a.Od PKe 1N0-\ AwR 0K}!No P�OTPyitON YOeI wKIDOOx:GOANa LNNJ.ICH TeIG�_' Br NP ROOP�' _____`- - D 660 m OBD aOi AT 04¢91NL fHfv11 d11Paa9G1119 OF TI$I.,NOE NLe911i TEST OF A5M G IMe Atm ASTM C boa A9
keWOORILT DEBRIS SkA=M-_-ET TK6 R201I'AFJ'CM9 OF AN tOIWA4 PAORLTON 1'O4
_ _ _-___ _ _ __ _ _ __ w0m(rJ K?'Ol•J09,-°rl- STAVDARD M AW.!A 0 rte.'TA&Z 10=44
e etuR ro eTD ND AmTTIn rmen AT 6emLOeTnIDrIlti e'wmr IAte rr P6.fA¢WNL P�rewnow
cPRCee rAr 00/.t WLL PA w - wmay.,An',b1Y3'J p'OG.PKl NM4 •'�D bmWMAL PA139 wTeAT2'Bar OProTFETA,TVH iy M'M Ah9A
SPAN M NOT NORM THAN a TQ•r aN.416E Ptlu+zti®raR OraaNc rRormTIOtL
El
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�rr l�'_W'/__', ._..., b60w m•POMai Yr eq PAGC MNL PAGLDaaa ArrA010 IN ACtLRDA•CE HTH TA Aa ).2m FRH,T POR
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.... ...... - - -- - - -- -- ---- -- ---- ------ ------ —--- -----—... ._.__....__...---- ----- ---- -- --- ---- --- --- - --- --- ---- BEDRM # 3.
REVISED 10. 14. 19 SOUTH ELEVATION
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REVISED 10. 14. 19 NEW 324
REVISED 12.21 . 19 SQ. FT. DIN. RM.
ADD 86 SQ. FT. WOOD DECK OVER EXIST. CONC.
APRON @ FRONT OF EXIST. GARAGE.
ADD NEW 576 SQ.FT. TWO CAR GARAGE IN REAR
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FLOOR PLAN, FOUNDATION ON P
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3'-0"x6'-8.. TW 26310
i;
DOOR TW 26310 A- 103 GARAGE PLANS, ELEVATIONS,SECTION
CEDAR SHINGLE
CEDAR SHINGLE SIDING TO MATCH CEDAR SHINGLE,
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EAST ELEVATION NORTH ELEVATION WEST ELEVATION PROFESSIONAL ENGINEER permits draftingexpediting
1725 HOBART RD/ PO BOX 616
SOUTHOLD, NY 11971 PO BOX 49
1 /4" = V-0" 8 . 30. 18 1 /4" = V-0" 8 . 30. 18 1 /4" = V-0" 8 . 30. 18 631-765-2954 JOAN CHAMBERS SOUTHOLD NY 11971
REVISED 10. 14. 19 REVISED 10. 14. 19
REVISED 10. 14. 19 631-294-4241
REVISED 12.2 1 . 19 REVISED 12.2 1 . 19 REVISED 12.2 1 . 19
24'-11"
OVERALL DIM. OF ADDITION - VERIFY ON SITE BY LOCATING INTERIOR BATH. WALL
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REVISED 7 . 2 5 . 18 REVISED 7 . 25 . 18 EXIST. MASONRY STOOP NO CHANGES
REVISED 8 . 28 . 18
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BILCO
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A"5WAPPIN&7019E FLOOR JoIsr,
INSTAILLM AS FM HANWACWAft
ML PL AT*\
SIVAIF TES~A47urep
A 7MMITESHELO.N\
5*0,5oN STRe*49-me c4oNw_rTc*5
W.M6 OR STROMA!'
WOYALENr.
anItAP TO HAVE WN.12,8"Mms am THE ow
DO A49 HK*P L#vm wLL Mn:AT PaLwwncK
WL PLATE MAMfiACTJRE2t 16 So.COIL UFRAPF149 KAMPWTURED
5y 'nff CONNECTORS MOM No. by SWWOON 97RONS-Ine COH'abrTORS
WN-%OR AM-W4VW OWIVAUNT 400M No.0616 OR AffWVVED ECi11YALLNNT ALL 5TRAPMRS To W
C� 00TAUM AS FM HAM PR.'M#MES
T %*X12.NOOKID AWJ40K EMT J SPMPr�AThONS AND"CODE
ANCoHOR 5OLT DETAIL -051-0 04. 144L 9=5*16*O.G.
-WIMN 6«I2"CP EACH END CP PLATE JDFIN(5 DETAIL C,0LUMNSTIRZAPPINC,DETAIL 571:;LAPPINC7 DETAIL
FOUNDky Ir�N.epeer"w Iwo WHapalre I,
FOUNDATION STRAPPING DETAIL FLOOR STRA
EXIST. BEDRM #3L X EX!'*. BEDRM #2 EXIST. GARAGE
EXIST. BEDRM #1 W
CONSTRUCTION NOTES GENERAL NOTES PERGAMO RESIDENCE FLOOR PLAN FOUNDATI NO PLAN
L
1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 1. All work shall conform to the requirements of the Residental Code of New York - - MA PLACE
2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. State, County and Town Department Regulations, Utility Company requirements and `3
3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. best trade practises. N.) AUGUST 30, 2018
copper termite sheild. 2. Before commencing work the Contractor shall file all documents required by the S O U T H O L D N .Y. SCALE AS NOTED
_J 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance Building Department, pay all fees required by local agencies and obtain all required
with the New York State Building Code and manufacturers specifications. permits.
Exi T. ELL NR 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 3. The Contractor shall visit the site and verify all dimensions and the existing
upon by an engineer and certificates shall be issued stating same. conditions affecting the work prior to construction. Any discrepancies which would EXISTING: SINGLE FAMILY RESIDENCE
6. Unless otherwise noted all framing and structu'al wood components shall be interfere with the satisfactory completetion of the work described herein shall be A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
#2 or better Douglas Fir. reported to the architect or property owner. Do not start work until such conditions SCTM# 1000-55-6-26
7. All framing techniques and methods shall be as prescriptive design based on have been examined and a course of action mutually agreed upon. Failure to notify A- 102 SEC NS, ELEVATIONS
AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) the owner or architect of unsatisfactory conditions will be construed as an acceptance ZONE R-40 .33 ACRES
EXIST. LIV. RM EXIST. KITCHEN or as specified in R301.2.1.1 of the conditions to properly perform the required work. A- 103 GAR ELEVATIONS,SECTION
8. All building envelope components shall comply with Chapter 6 of the Energy 4. All work is to conform to the drawings and specifications of the architect and
PROPOSED: 0
Conservation Code of the State of New York. engineer consultants.
REMOVE WALLS & CLOSETS @ EXIST. BEDRM. #3
00 9. Fireblocking shall be provided in all wood framed construction in accordance 5. The Contractor is to maintain a complete and up to date set of plans on the
with NYS Code R 602.8 to form an effective fire barrier between stories and job site at all times TO CREATE OPEN OFFICE SPACE.
O between the top story and roof space. 6. The drawings are not to be scaled under any circumstances.
10. Protective panels shall be provided for glazed openings in accordance with 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures NEW 299 SQ.FT. ADDITION TO INCLUDE NEW
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NYS code R301.2.1.2 if they are required. including storage and toilet facilities,protection of existing work to remain,access to BEDRM # 3. 0
11. All portions of the new structure are designed to comply with local geographic work area, hours of permitted work,availability of water and electric power and all .- 7
REMOVE EXIST. BILCO DOOR & ADD NEW INTERIOR A,Q
and climatic criteria as stated in the following table. other conditions and restrictions for this particular location in order to execute the
work in a careful and orderly manner with the least possible disturbance to the public. STAIRS TO CELLAR.
GEOGRAPHIC & CLIMATE DESIGN CRITERIA 8. The Contractor shall make the neccesary arrangements to utilities and services
temporarily disconnected while performing the work as required. CONVERT EXIST. ONE CAR GARAGE TO NEW 324 oress
EXIST. FLOOR PLAN A
GROUND SNOW LOAD 45 psi 9. The Contractor shall provide all dimensions and cut-outs for other trades. 101
SQ. FT. DIN. RM. MT
1/4" = V-10" 7.5. 18 WIND SPEED 130 MPH 10. The Contractor shall provide proper shoring and bracing for all remaining structure
SEISMIC DESIGN CATATGORY B prior to removal of existing structure. ADD 86 SQ. FT. WOOD DECK OVER EXIST. CONC. S IAN I
ExlT.MASONRY STOOP NO CHANGES WEATHERING SEVERE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed APRON @ FRONT OF EXIST. GARAGE. permits I draffing I expediting 1 OF 3
FROST LINE DEPTH 36" persons who shall arrange for and obtain all required inspections.The General
TERMITE THREAT MODERATE TO HEAVY Contractor shall be responsible for scheduling all other inspections as required. ADD NEW 576 SQ.FT. TWO CAR GARAGE IN REAR
DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and shall hold the YARD. PO BOX 49
WINTER DESIGN TEMPERATURE 11 owner and architect harmless from litigation arising out of the Contractor's failure to JOAN CHAMBERS SOUTHOLD NY 11971
FLOOD HAZARD AS NOTED provide construction safety means and methods. 631-294-4241
TABLE R602.30)
1=A5TENINS 5C"E°U1_IZ
I DLCJPTION OF I-01&5 H.EENTS Fu AsPCN6 AND LOCATION P E R G A M O RESIDENCE
T lac
4Ibd DOX(3 kX0.113')OR 515 M A I E R PLACE
I BLOUCII�BETVCE'l cEILINo JOISTS OR RAFTERS TE s it d 60 �XoA"XO-1191'OR TOE NAIL
To Tor3-S'xO,161"NAIL-_ S O U T H O L D N .Y.
4-5d BOX(2 j"X0.118')OR
2 CEILING JOISTS TO TOP PLATE 5-6d COMMON x"�181")+vR PER JOIsr TOE NAIL EXISTING: SINGLE FAMILY RESIDENCE
D-11 061 BOX(t2r1'xOJ2a'),[518 '
5,9'X0.151"NAILS
0EILIN5 JOIST NOT ATTACHED TO PARALLEL.RAFTS 4-I0d BOX O'XO.115')OR S CT M# 1000-55-6-26
3 LAPS DYEIR PARTITIONS[see 5ectrons R&02.5,1,RDO232 3-16d COMMON f5 J5"xo.Ib2"),OR FACE NAIL
and Table REO2b.1(dr)] 4-3'X0.131"NAL5 ZONE R-40 .33 ACRES
CEILING JOIST ATTAG+M TO PARALLEL RAFTB2 TABLE R5t72.5.1(4)
4 (HELD,-JOINT), FADE NAIL PROPOSED:
[see 5"tlwu RW2J%I,?003.5.2 and roMe RJ7025.1 0)L
REMOVE WALLS & CLOSETS @ EXIST. BEDRM. #3
s COLLAR TIE TO RAt°TT'_`R,PAGE NAIL OR.I A"X 20ga. 3.1od COMMON(5 OR TO CREATE OPEN OFFICE SPACE.
RI05E STRAP TO RAPTUR 4-3'X0.131"NAILS FACE NAIL EA04 BAFT£R
NEW 299 SQ.FT. ADDITION TO INCLUDE NEW
e-16d BOX NAIL5(3 I'XO,I55")OR 2 TOE NAILS ON ONE SIDE
,6 RAFTER.OR ROOF TKJ55+To PLATE 5-1061 GOMMON NAILS M IXO.14b%oR AND I TOE NAIL ON OPPOSITE BEDRM # 3.
4-I0d BOX('3'x0.171+9,OR 1I OF EACH RArWK OK
4-57X0.131"NAL5 TMISS I REMOVE EXIST. BILCO 'DOOR & ADD NEW INTERIOR
4-lbd 0 3"X0.05")OR STAIRS TO CELLAR.
4-10dDOXW .125I4O');� Ta NAIL CONVERT EXIST. ONE CAR GARAGE TO NEW 324
41061 leox t'�'Xo.t25"),OR
T ROOF RAPT m5 TO mvee,VALLEY OR file RArTER5 OR 4-51X0.151 I,NAILS
ROOF RAFTERS TO MINIMW 2"RIDSE BEAM 5-16d WX(S j"X0.135')M SQ. FT. DIN. RM.
2-16d COHMON 0)'5"X.0,162'),OR TOE NAIL
-� -::---: 5.,OdaOxrs",7a�„zr,"),r.R ADD 86 SQ. FT. WOOD DECK OVER EXIST. CONC.
- -.- 3 X0.131"
_ NAILS
_-----.. __ NALL APRON @ FRONT OF EXIST. GARAGE.
_,_:_ _
l6dwMMONt315"X0.162') 24,oj,_FACE NAIL ADD NEW 576 SQ.FT. TWO CAR GARAGE IN REAR
_................____....._.._ ____ HIP ROOF:.------
--NEWW=:.:.°_". ____-- D sTUD To 5'R.O iNor AT FJRALSED WALL PANH--5)
1061 'XOJ2t+' OR
OVER ADDITION
C3 )
- ..... - ---------- -........._.. _....- ---....... ......._ - - - -
NEW HIP ROOF.. ----------- - -_- -------------------------------------------
- :.............._....__:_
__..OVER ADDITION.. 5"X0.151') ILiAs
t6 a� F L
------------------ -- 13 )
i on
_.. ..........._... ...... ............_...... _.-
STUD TO 5T11R ANA ADUTTINS STI.pINTER5EGT1N6 S AT HALL 3'X0,131'NAILS 12"Of. PALE NAIL
GORISMS(AT 9RAcM KAL1-PANELS) Ibd chi-PON(a ly"Xo.lb2') Ib"oz,FAQ NAILRwi.2,2.PROTECTION OF OPENiNS EXTERIOR�SLAYIN6 IN 9UILDINGS LOCATED IN
JAIMBORhc VrDRIS R&510N5 5HALL,BE PR:OTEGTEP FROM ANDSaRNE DEBRIS.
• , ;^1 ,! !i ! I� � � !i ,I � � ��I I �J ; �: I ! T•' '(' i 1661 GOMMION(',a'15"X0.162'1 I6"D.G.EAG+1 EDEiE FACE NAIL. �
1._t.tr�i,i.,,.( il,,.i 10
:;< ,.{ ' REQUlRL`T1ENr5 OF TTiS LARBE MISSILE TEST OF A6TM E 1496 AND ASTM E 1886 A9
LY; `� , ^� \ HUILT IJP HEADL'RR( 'TD 2"FIDAf R WITNJS'SPAGERI , MODIPII� IN SECTION "JOi 2_I 2-I,l5ARA6E DOOR OPI�lINtS PRO
y p
4040 ! i l I i; I 1; I Ibd BOX 1«:3)z XO:I59) 12"O.G.EACH PDCE FAG€NAIL 6LAZ� TL*GrION F"[NZ
ii
y 7
P FIXED L _1..._.,.,_..,.._i. Li.._:.i
__....., ...,...__.._..,_. T': 1-:" C AN IMPACT-RE515TiNB
:
r t W KRIS
1' L1�14
FSE SHALL MEET THE RECCu/1REM>ENTS OF
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i
r1 i r i! .i
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i
, AN51/DASMA 15 (�TABLE BEiOY�I
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..'1.1.:. i.r. .-.i:.i.;-_�.... ;.I, ;.4i...i.'_. i..; :,:,., .l;. 5-bd eoX(2 J4'Xo_II9");OR STANDARD OR
_1.,._I,.t;.._i._,...L1 1.1_x.. (CEDAR SHINGLE4�i_ : ��... ...! .._1.. ,t-1. 1:_1.`
CEDAR SHINGLE-,; - _� __ _ I _l. [ Ili II GONITNUOtJ1 HEJ+PET'C TO 5TUP 4861 COMMON(715"X0.131'),OR TOE NAIL T10N,
EXISTING HOUSE i �I_..1_.. .__.ii ..-;LTt, I` ii j.� :__ iy� J_ Ia__ ;L.'i1 J,i.._ 4-1061
;SIDING TO MATCH';', { ;. ri : !E ! SIDIiNG TO MATCH TI• �� , I: tt, L.1�1Y.Tl .- BOX(J'X0.12B" T LESS THAN')(p INCH AND A
:...11.1
Al
i_ j,jl... I j' !! !! SPAN OF NOT MORE E TH B PEET SHAD-�PERMETTED FOR�NiNS PROT�GTION.
J..;
j ! j, j j' j �; i ( I j 1; / `: Ed PANELS SHALL BE PRECUT AND ATTAGHEl?TO THE FRAMINE LNIPIN6 THE
1.
NEW �..] , i I t+ I.�_1,1, , :. ( 1 1 I f.S.i IFfC7}y(3 Vj"X0.167') 16"O-0.PACE NAIL
FW 61 1 L I' 1 I I OPENING GONTAININB THE F'RODIJGT WITH THE Ci.AZED OPl=h11Nt'�.PANELS SHALL E°
_ .,_•'.--_. - C' ° _t� _Lal I I OF PLATE To TaP PLATE IOd I30?t f3"X0.125')jtxa SHALL 13M SGURED
�.1 I. C._i.l_;I.1,_ ,! T PREDRILLT_D A5 RJ°pU1RED rr THE ANGHORAUE ME1T#017 AND
ti� i 'i I it III i I i i.l (j, i ,i'._ s
6JL.
i.! 12" F TH
- AGF FuvL Wr TFiP_ArrAGFIMfLTIT HANRDWARe PBDVIDet7-ATTAGHMI'_FtfS SHALL BL•DPSI6Nev TO
..., t. :... ... .. ......... ,,. ;.: I .. ,�:., 3"XO.I'JI•)NAILS
I !I I ,I Ii
RP515T THE GoMPONET AND KADviN6 LOADS DE d1hED IN AccORDANGE WITH
V ' rt.I;.r
i`I i ! I ! i, I' L'ITHl�2 rAFsLE 85012(2)OR ASCE T yJIT1+THE PLBMANBhtT G(7R12051OtJ R£3[*�TANT
I. .. I: j... ;.,r I i
C_I_ 1._. ..r. .. J. .t _.It J., OR
1.,t ., L l_, _,1;.i _ l l l'. .1. _.I'-__il GOMMYJN C3
8-1661 'X0.16 '
T`.`1'' )' ATTAGHlMT"NT HARDWARE It?E=D hND PEBMANT'_NT Y tF1S
t L l i ,; ! i i s , n PF;OV ANCHORS L TALLER ON THE
f j i I2 Ibd$0x xo.I35 OR
I t`�J5 ),
.< .. I_. ...... ..1 ...... ....1.. .........:..:._.�..:.:._._...'. ..a � i .i,_j. i.;:.� .i.Lc--��1.�.i. ..1.���l..}....��...a.l-i _
.. ;L,. ; - 1 ) :,, - DOLt5LL'TYJP PLATE sPLIGE F°OR SOX'S WITH SEISMIC BUILD(N6.ATTACHMENT IN AGCORDAFJCE WITH TABLE 12501.2.1 2 15 PERMITTED FOR
I: i i4 ! -2 I. 1061 HOX 12b'
i! iii :li ii illi i
! i ; ,� I-i�' ( i' , l`i' `jl li li. (s'xO );OR PAGE NAIL O►•I EACH 51m bP
I i <
j _i< _. �:il !_..1 i.l ; _.i.;.�.... .l: ..i.i _1._,:.._.:....1..... - -1.! WUL Its IL,D
,. , .,.<,......�..r.(.�'. l„I. .r...� . r,.;..;;..:.t...is ;i:r:'� ,,U-...
r. ...... : ... ..... ; ; :. � is :. „ Y ; r•Y_::.., ,.;1..._a..,r:' L 5PAGIN9 � ''-
..,.., ,. ,, I, ,: ,! ;i !Ili• i` -,, ; I. 3X0.131 NAILS END.JOINT(i•1INIMIIM'24"LAP FEET OR LESS WI•ERl=7TiE UL'T'IMATE
" i ! i i i I i! i .i1 i i I i i j 91 HIND S}'L`L`D,19180 MPRH L:E95
__t.._..L __L I_L �__.�_ -...1..... , J.i.l.i --_1.Ll_3.�_i _1_.- l__l l__r _..,:_;.. tl_`i i1i .j 11 f ..1
-,_ ..._..,...........:....,.,,,._,, y t I�,�.r Y: r r -L1 - ';` '��,-_...�. I i" - -F"r i-Lt...
- - - - - - ;i , ;I1J i�i. � �I,.; .;, - a..Lslr" -.1� HRAGt� SPLICE LENSTti EACH SIDE OF
! j l i t , ; !i i! E I i i 1
_.i
a, ,,+ >L. 1, l__I..i IJ..I.,', il..:......ls I END.IOINT)
,, ;I •' '' i i i("' ('j. Yl..t,__L,.. I .. ; ri_.!-'. i l . . WiNL'7NE F7E19RI5 PROTEf..TI4N F=A5TENIN6
!; ,. :-: I is ;: I_ ! i' i) j:�` i ! ;I I i DOLBJE TOP PLJ.TE SPLICE SM7 3 D D OR 1 ;
K41-1-LINE 5PACI L (5 15 Xt7.8 )
3 TABLE Rad{.� 12T
a 11 I2 bd �' ST'.i•EG'ULE FOR Y'4."a'C?L'7 5'fR11GTURAL PANELS
gR�4Li Nb 25' FASTENER 5FACINS
IC.d CfXMMON MA"XO.1b2') Ib"O.G.FACE NAIL FASTENER TYPE 4 FOOT b POUT'
BOTTOM PLATE TO JOINT,RIM J015T,HAND-0157 OR PANEL_SPAN 4 PANEL SPAN t PANEL.SPAN
14 Ibd BOX 0 Jy"XO.1�35')a OR 14 F'OO'T t 6 FOOT <8 FOOT
I I I I I I BLOGKINS NOT AT HRAGEb WALL PAWLS) 5X0.1:51')NAILS 12"Oc,FAGS NAIL NO.8 HOOP OREN
3-Ibd BOX(3 75'X0,135'),OR g EACH 16'OG.PAGE NAIL DASEP ANCHOR KTH 2 (6 EO 8
„ ,: IiMI > tENT Lim
HOTTOM FLATS TO JOINT,RIM 1215T,HAMA-015T DR 2-Ibd G JMMON(9 .1 YO, OR OR 3 EACH 16'OL,FACE NAIL
16 BLOr.KIN5(AT BIRACM WALL PANELS) 4-WX0.151"NAIL'S 4 EACH Ib"Or-FACE NAIL:' NO 10 yytj0v r��
EIAW D ANCHOR WITH 2 Ib 12 4
4.561®lJ7C(2 "X0,115')5 OR
INCH Eh�EANtENT`L:ENSTH
3-1661 Bok I'3 yx'XO.153.');OR
4-Ibd COMMON(2 J5"x0.151');OR TOENAIL y4 tNCF+1.Ac5�1`i
I8 4-IOd 0.1 1 NAI J25'75OR BASED ANCHOR WITH 2 16 Ib 16
EAST ELEVATION OF ADDITION NORTH ELEVATION OF ADDITION
Top " ' ``' ' 5�1° 'F"g'X°'�'NAILS IW_Hl a MEVMENT L.ENSTM
- - - - - -- ---- --- ---- - - - -- - - - -- 5-I6d BOX(5 J"XO.155%OR
1/4" = V-0" 8.30.18 1/4" = 1'-0" 8.30.18 2-166 COMMON(3NX0.162')5OR �NAIL
5-Ad 8151"N(211"X0.120");OR E5I6'N WINT7 5F D ANP A W FOOT MEAN ROOF
- - - - - - -- - - - - - - - - - - REV. 9.7.18 D-!x BO NAILS a, T 15 TA 55A5WON160MPHULTIMAT'E
H0014T.
3-1061 BOX m"xam'.);OR b, P°ASTBNERS 9HAL L BE INSTALLEC?AT OPPOSING
IT TOP PLATES„LAPS AT GO 40415 AND INTERM1571ONS 2-ltd C40WON 0 X%0.162');0R FA[.E NAIL M*Or- THI!WOOD 9TR)CTMAL PANEL-.
3 'X0:131"NAILS FASTENERS SHALL BE LOCATED NOT LMS THAN
INCH PROM THE EDSE OF TT"f1'�PANEI_
5-6d BOX(2 'X0.113'7;OR G. AWCHOPRg"MALL FENS RATE THROUSH TF-E
Ib 2-361 COMMON(Z 15'X0'•131'):OR EXTERIOR WALL COVERtHIS ArrH AN EMBEDMENT
I'BRACE TO EAaH STUD AND PLATE 2-I0d SOX M XO.1201$09 PAGE NAIL IMNOTH OF NOT LESS THAN 2 INCHES INTO THE
2 STAPLES I%' BUIL77INS FRAME.FASTENERS SHALL DE L DaA.TED'
�= Mx 70. -OR NOT LESS T+4AN 2 Yz INc++E5 MOM THE WOE al^THE
2+:d COMMON C=)6"X0.151')5 OR GONGRETZ BLOCK OR GONORETE,
11 I'X 6'S+EAIHINS TO EACH BFARJN6 D lad DOX(3'X0.12W);OR FADE NAIL d. PANELS ATTACHED To MASONRY OR
2 5TAPLE6.I"GROWN,I6scu'v LONS MA50NRYi51LICi SHALL BE ATTACHED V51NS
5 6d HOX 'x0.113",OR VIBRATION RHSiSTANT ANCHORS HAVING AN
5•Frd COMMON(2K"X0-131'95 OR ULTIMATE WIT+j0PA1^IAL CAPACITY OF NOT LESS
IOd Box WXO.1269;OR THAN 15017 POUNDS,
3 5TAPL.E5,1"GROWN,16ga 1��'LON r
20 PX 8"AND WIDER SFPAT4IN6 TO EACH BEARING WIDT`R THAN I'X 5' PACE NAIL TA13LE R'�402.41.1 -AIR.BARRIER AND NSULAnoN INTAL LATION
4--0d BOX(2#"X0.113%OR
D tsa cOMM9fJ(2 J5°x15.191'75 GC 'ONF 1JT I INR-ATION GRIT'1=RRIA
6-E0d Bax R'I"AOWN'7;OR CEILINS/ ATTIC ALFGNM W1TH AL.104M WITH AIL.
45TAPLi�,I"GROHM,I o.J'Y"LoTJb IN.% ,A
4L 11561 INAL LS .NJNGTION Or-POUNVATI GA%ATIES kvTmN
4 561 DOX(z "xo.n9').158 AND 5IL-L PLATE Tel BE CORNERS ANL?MLADMS
21 J0I5T TO 51LL,TOP PLATE OR SIR.DiM 3-,Gd COMM O14(2 K"X0.131");OR
BOLT RAFTER ENDS TO
ASPHALT/FIBERGLASS SHINGLES TO MATCH EXIST. EXIST. RAFTERS
ROOFING MEMBRANE 9"1061 601"C3"x0,128");OR TOE NAIL :3EALEU. CSF" ;'RAMI:WALI.$SHALL
9-9'X0:151"NAILS J)NGTON Or TOP PLATE EE PULLY INqjL.ATE
1/2" PLYWD SHEATHING ADD SOLID MIN
861 i3oX C2 'xO.n3'
A'Of T0E NAIL ANI? I �RIgR I'^iALLS T KITH MATERIAL.14AVINS
22 ad GOMAON(2)5'X5,151'7;OR BE 51rALF 3 MIN.VI PER INCH
2X8 (RAFTERS @ 16" OC ......
-__............... RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP
TO SUP RT ...................... PLATE(IRDOF APPLICATIONS ALSO) I0d BOX f3"X0.128');OR b'O.G_TGE NAIL
R RAF RS "°" ':" NEW HIP ROOF=° ` ) 5"XO.15l'NAILS IM JOiST IMM.JOIST SHALL IN4,= RIM JOIST SHALL BE
_...OVER ADDITION:::::.:: .:.::.::: 130 2 XO. ;OR THS IRC EARRPrFL IN�L .AT!`D
_........._.._...._.......__..
--------------=---- - ------- ---- - - - - - COMMON(21a"?tYJ I') OR
:= x b SL)6FL0CfR LE55 EACH 1a 5 FADE NAIL FLOORS (INe:L 1JDIN6 AIR BARRIER IN5TALLM MAINTAIN PERMANENT
Z-561
OR TO JOIST 3 1061 DOX "x0178"
s3 1 'OR ASL: &ARA5E5 4 AT ANY EXPOSED EI?SE C4ONTAGT WITH THE
2X8 @ 16" OC CEIL. JOISTS 2 STAPLES,I"cRlJWN,Ibgq"I�&"LOMB
SOFFIT & FASCIA TRIM TO MATCH EXIST. R-21 BATT INSUL. GANTFLEVi I`L e:7CJR5
VENT SOFFIT 1/2" GYP. BD. @ INT. L..l.....�i., L:.,.1 3-166180X($ xo-1351;T." : ' 24 2"SUBPLOOR,TO JOIST O'R SIRDEft BLIND A 2 FACE NAIL GRAD.. `AGE 1^IAL.L.S
i! EXPO3L1+1=A2TH IN INSI�.ATIe7N*�HA,LL BE
: _ i��� i I� 2-Ibd GOMMOH C3 Xs"X0.Ib7')
, RMANENTL'Y ATTACd•EV
.J-1., fA�PI-rl ONLY Tel Lfit YLT EL7 �RA'IL.
i UNVENTM CRAM 5PACL5 TO BE COVERED TO MAX. SPACE
'i -,:i�, - EXIST. ' (( EXIST.
!.(1 ;.I.Li. ; .I RELOCATED .itj! i1'.:'t 2S 2"M-ANKS(PL-.ANIC 4 BEAM-FLOOR t ROOF) 0-16d PAX(3 X x0.1`35");OR AT EAG++F�EARIFil9 FAGS NAIL
is
CEDAR SHINGLE SIDING TO MATCH EXIST. `;1;' 2-Ibd COMMONN%0.162') SPACE) I VAPOR NOT PWNA
TYVEK HOUSE WRAP ;'1 5-Ibd COMMON� 'X0.162" WI GLASS IN R
REfAE$7Z IN IFLfJfyR N
' IiJ.
112" PLYWD. SHEATHING 'i j :':il f"i � [7R R1Td J015T TO JOIST 4 ID 5070(9"XA.178'7;0Tt APTS LCT SMA;
I I! j , 11 ,j i! 26 HAND LrrILrrY
2X4 @ 16" OC STUD WALLS 1 _ a:.l_i.. :... l_l...t,_L i;1,.1 1 .i1.. i' !y__ ENA NAIL
i' i.i. '..; _i. f11r t. !: 1 __-1.1_i,',..I X5JI�1 > APLE 'G TRATIONS TIONS,AND 3�
R-15 BATT INSUL.
1/2" GYP. BD. @ INTERIOR !i ,L. i,.l,.'. 1..i.a.i. ..t.t i.i. ...i,.._. ...i.i,.,,;...... ..L SHAFT5 OPENINS TO
LJ
11 ! I ...11 i_.,.. I I ( );OR •AT OP AND NLD$ AGE
, !� i� i! !i �i 217ei COMMON 4"X15.152" P
I ' ,I I
...,-:,., :.,...,_..!.�,.,.i.l... -.L...,,. .�.:.:;:.,I _ . J. _ 'Q BOTTG'M LJNGONt�ITFO
} 3/4" WOOD FLOORS i ! i, j' i j i: , t.;..i, ; ; �i4;1 i AND 9TA,90H�D TO BE�Ai.l�L3
�I-CEDAR SHINGLE,'
1/2" PLYWD. SUBFL. i it i i i;...1.. ,, 1..1-i..,iSIDING TO MATCH'' .:jL....i..�.,i_,.i;.....,l.l.)i.,.l' MJP AND BEApS LUh1E�R LAYERS ), RASE SEPARATION : N
ALE NAIL ATTOP
2X10 @ 16" OC FL. JOISTS !! II �!i-i i .i'...1 ...Ll......I.i.1....;i......Li, .I,J..;.L Li.I':_ i_1 t i,li. -!I I !l.U.i'� LT �IRPERS INCH
IG, Dox(5°X�.I28' oFR AND O.G.
5Tl 8137 ON LSA C?N AIR SEAL! �
R-30 BATT INSUL. i{ ! ,� � 13W 2' 9"1"A 191'NAILS
1
I,i.. ' ,jl: ! i E i !i i I' ;'!; I' 6 rE Ah3C,y
s -5- !. ,i, .! ,. _'1 _ ;I,t.,' i.{ A�[7: pAGI NAIL AT)1 AND
.
EXIST. FLOOR JOISTS HOUSE - GOMM0IJ(4"x0.147');OR
4.} . .YYY-'<,,;;;,;,;'' ;.'<: ,,, ,,,;,5,,t;},<;,;o ;"};%; __ ! !' ! ! E i'i E D-10d BOAC 0 X0:12:5 OR AT EALSFI SPLICE RECESSED I6FfT
i I I �. hL LN(5 � O THE
AG AIR TICFiT AILL7 IG
1_ ,�,_...: 1.il._...1_.. 9 1"a 191 NAILS
3-2X12 ACQ GIRDER STRAPPED TO 1' ' D DRY AL.L RATED
6X6 ACQ POSTS ANCHORED TO 4-I6d Box L'S�'xo.195')PM1Z HYAG IG15TLZ Rf:6ISTLR SOOTS THAT
12" DIA. POUR. CONC. PIER TO 7J5 LED6CR STRIP SUPT'ORTIN6 JOISTS OR R4T'T£Rg 5-6d COMM,"0 X"x0.162")-FIR AT EALH JOIST OR RArM97, WACo PENETRATE:OOTTTHERMAL
4-lod BOX 03'X0.129");OR FAZE NAILBOOTS ENV[LCAT TO »
24"X24"X12" POUR. CONC. FTG. TYP. O 4-5'Xo-151 NAJLS
0
p EXIST. CELLAR I I I I HiRIDt91N TO JOIST 2-I[Jd l9"X0.1219") EACH CJD,TY7E NAIL SEALED TO
M U- - - I W009 5TRLICn)RAL FANELS,5UCIM-008 ROOF AND INTERIOR WALL V-CATHINO TO fRAMIN5 ANF PARTICLE BOARD WAIL
5HEATt*6 To MAMIN9[5Er:TABL;;R607.3P3)FOR WOOD 5Ti'ZTURAL PANEL EXTERIOR KALI-5 t_=ATH1NS To XALL I9eAT4IN )
6d cOrr M'(2 Xa.II9)NAIL(91.EfLOOIR,JNALL) 1`
w I ' v-x' 5d COMMON(2 J"X0,19I')NAIL`moor) 12 ELEVATIONS & SECTIO N
Ibd COMMON NAIL C2 K"xO:iSl') b 121`
SECTION # 1
WEST ELEVATION OF ADDITION I I�`X"G%M'%OI�")N"It,OR AUGUST 30, 2018
'1/4" = 1'-0" 8.30. 18 - ad t.2 W90 1319 DEFORM NAIL
1/4" - 1'-0" 8.30.18 auz I)�"- I " e I2
REV. 9.7.18 - - - - SCALE AS NOTED
-- - - - - - - - - -- - -
- -- - - - - - - -- -- 051 61ALVA OTHt R WALL 9FIgATT+lAll
, HIMAD
I)5'STRJGTURAL CELLULOSIC FIBERBOARD DIAMETER OR 1'GR15+YN STAPLE Ib W. g 6
5HEATH1N6
"STRUCTURAL:GEwi4_XSIG FI69RB0ARD DiAmmmK DRI cmom"STAPLE Ib go, 5 8
ShIEATHINB u
f, n„®•T'I-w"5+�ATHII9d ���ZWzK, iI 15� +°�-E -1 7 A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
TYPE W OR S
d 1%4'ISALVANIZeD ROOPINO NAIL.;5TAPLE A- 102 S E C T I VAT I O N S
56 4�'6YP91JM 9HEATHIti6 6ALVANI7ED,I% SCREWS,TYPE W OR 5 7 7
WOOD ST""MAL PANEL C40 MI31NATi ON 51,45FLOOR UNDEW AYMM!i7 TO FRAMIM6 A- 103 GAR F E VAT I O N S,SECTIO N
6d (2"X0.120')NAIL,OR � �S SFR
JT 114'AND LVM eid COMMON(7 JU'X0,131')NAIL 6 Is r #�, {{ �CiP
w 5d COMMON(2'X17.191")NAIL,OR ' -' 'T �Y
I bd 17EFORM=;�(2)5'X0.120")NAIL b IS n q •w 5
Lu
106 COWON 0"X0.148")NAIL OR d
6 17 9
561 OLI�SRt•18?(2 94'x0.1215")NAIL N� ,y '. '► �
FOR 51, 1 m:ch ■ 25.4 mm,I Fast■504 mm,I MULL PLR HOER�0.441 m1a5 1 iL9E ■b.59S MPa 0,p �
L�
a.FLAILS ARE SMOOTH'COMMON,BOX OR DEFOPMte7 SHANKS PxLEPr t�Ilii3EL OTHLR4U5E STATED.NAILS USED FOR FRAiMINfv AND SHEATHN6 REV. 9 . 7 . � ESS N
CONNECTIONS'SHALL HAVE MINIK.M AVE IA&M BENDING YIELD STRM45THS AS gHOWW aO K91 POR SHANK DIAMITTI .Or C!-142 INCH(20d
COMMON NNW,b0 KSI FOR SHAW,DIAMETERS LAR eR THAN 0.142 INCH BUr NOT LARGER.THAN O_I•r► IWA,AND loo K51 FOR SHANK
TessDIAMETERS OF 0.142 INCH OR LESS. TP b.5TAPLE5 ARE 16 OASE hRRE AND HAVE A MINIMJM"1A6-INCH ON DIANiuTcR cRoM hiuTN.
In
NAILS SHALL 0E SPACED AT NOT T WTHAN 6 IPANWL 5 GENTPR AT ALL SLMT10,S YYIERL SPANS ARE 4L' INfa E'�s OR 6REAT�t.' A102
d,FOLR-FOOT'BY C*-FOOT OR 4-�T B+f q�0o'T'PANC�.S SHALL EE Ai'PLIEp VERTICALLY.
e.5PAGINS OF FA5TE14 w NOT INCLUAtV IN TN15 TABLE SHALL.ISE DA5ty ON TABLE R6o2.5(2).
F.)44F-'RE TI-E ULTIMATE UMISK XND SPEE0 15 ISO MPH OR LESS,NAILS FOR ATTAcHINS WOOD STRI1GTl PW_PAA ROOF SHEATHINS ro
CAHLE END WALL PRAMINO 51iALL HE 5PAGE,6 INCHES ON CENTER:Y*LRE T+E ULTIMATE DE5ISN WIHL?5PEED 15 SREATM THAN 150 MPH,
NAILS FDR ATTACHING PANEL POOF SHE/T7fiiJ15 TO INTBRMTDIATE SUPPORTS SHAM BE BE SPADED 6 INGHE'�' CAJ f.Eh[1ER FOR MINIMJM 4a O
V15TANCE PROM RII�5,EAVE5 AND 5ABLZ BJP WALLS;AND 4 INC+-e 5 ON CENTER TO OAHLE ENP WALL MAINS.
F 3
g GYP5W SHEATHINS SHALL CONFORM TO A5TM G 1546 AND SHALL M IN57ALLED IN A e-OROANCE AITH 5A 555.PIBERWARD SHEATHING permits draftingexpediting
SNAI-1-CONFORM To ASTM G 208.
h.SPACINS OF FASTENERS ON FLOOR'S:FEATHM EMSES APPLIES TO PAWL EVOMS S.PPORMP BY FRAMINS MEMBERS AND REQUIRED
BLOGK.IN6 AMTS AT FLOC7R PERIMETERS ONLY.SPAVN5 OP FASTrl�LRS ON ROOF SHEATHINGS PAiEL 1776ES APPLIL'5 TO PANEL
SUPPORTED 15Y PlIAMINd fi-�AND R5=1111E0 BLOCKING),5LOCKN6 OF ROOT°OR MOOR 51-iCATi41140 PAI I9.CD005 PEIRPZNDICUL4R TO PO BOX 49
THE FRAMiNIS 1M£NT!IERS NEED NOT BE PRf7ViDII7 EXGEPr AS RISMiREo BY OTHER F%OVI5IoNS of THIS GODS,F-ouR PERO-ETPR SHALL BE JOAN CHAMBERS SOUTHOLD NY 1 1971
SUPPORTED 5Y f RAMIN&MENVOW.5 OR'5OLID BLOGKINS:
1 WERE A RAFTER 15 FASTEAED TO AN A17J46ENT PARALLEL CEILINS JOIST IN ACGlJRDANGE K TH THIS sc+EDULE,PROVIDE Tho TOE NAI 631-294-4241
ON SNE 5113E OF T+E RA-T AND TOE NAIL5 MOM THE 0EILIN9'.X7157 TO TOP PLATE IN AccDRRDANCE WITH THIS SG,+WULB.THE TOE NAIL
THE OPPOSITE SIDE OF THE RATER SHALL NOT BE RMIRM.
24'-0"
24'-0"
— — — — — — I—
— - - - --- - - - - - - - - - - — - - - - - - - - - - - - - - -
4. - - - - - - - - - - - - -
I I
p .
i SOLID SUPPORT OF RIDGE
TO FOUNDATION
I ..s. "• I I I
" : i 8" POUR. CONC. FOUNDATION WALL ( ( I I
1648" POUR. CONC. FTG. I I I 1 I
I '. ► I I I I I I I
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•: I I� o I I I o °I
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o 2X10 @ 16" TC ROOF RAFTERS 3
Oi ( I 5" REINFORCED POUR. CONC. SLAB T
N N I ro X I 200 @ 16" OC COLLAf TIES BOLTED TO RAFTERS I O
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SOLID SUPPORT OF RIDGE
TO FOUNDATION
9'-0'I OVERHEAD GARAGE DOOR I W-0" OVERHEAD GARAGE DOPR
— — — — — — 2_2X12 HEADER TYP. — — — — — — — —2_2X12 HEADER TYP— — — — — — —
—4" 1'-8" —4" 1'—10"
GARAGE FOUNDATION PLAN GARAGE FLvOR PLAN
1 /4" = V-0" 8 . 30. 18 1 /4 = 17-011 8 . 30. 18 MLTD7=�
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ASPHALT/ FIBERGLASS SHINGLES TO MATCH HOUSE
ROOFING FELT 7Nro wr"
1/2" PLYWD. SHEATHING
:
2X10@ 16" OC ROOF RAFTERS ! ;_!.. i'
R;C?OP STRAPF'IN6 DETAIL
OA LA
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t:
!
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BOLTED TO RAFTERS W/ 1/2 BOLTS W/ NUTS & WASHERS ;; ,, i : . 5 1 5 MA I E R PLACE
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EXISTING: SINGLE FAMILY RESIDENCE
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_ l^`;`. 9'-0",8'-0'OVERHEAD DOOR I?1"i! Ij 9'-0"x8'-0" OVERHEAD DOOR `L l _ SCTM# 10 0 0-55-6-2 6
CEDAR SHINGLE SIDING TO MATCH EXIST. !..LL, ` If r'' ZONE R-40 .3 3 ACRES
TYVEK HOUSE WRAP
p 1/2" PLYWD. SHEATHING YON, 1_'i,.l.l..... i"`ri'1T1
r
�O 2X4 @ 16" OC STUD WALLS sl �!.i;l.'.1, ;",I.„I i,1
' ! 1 PROPOSED:
i,"lt.. t '.T[i�l-j , =_iC`! REMOVE WALLS & CLOSETS @ EXIST. BEDRM. #3
!1 -1 TO CREATE OPEN OFFICE SPACE.
,1..,4!....,.;1...
NEW 299 SQ.FT. ADDITION TO INCLUDE NEW
5” REINFORCED POUR. CONC. SLAB
I BEDRM # 3.
8" POUR. CONC. FOUNDATION WALL I I I I I(
16"x8" POUR. CONC. FTG. _L REMOVE EXIST. BILCO DOOR & ADD NEW INTERIOR
- - - - - - - - - - ----------- - - - - - - - - - - = STAIRS TO CELLAR.
CONVERT EXIST. ONE CAR GARAGE TO NEW 324
GARAGE SECTION SOUTH ELEVATION SQ. FT. DIN. RM.
ADD 86 SQ. FT. WOOD DECK OVER EXIST. CONC.
1 /477 = 1 -077 8 . 30. 1 8 1 /411 = 1 -071 8 . 30. 1 8 APRON @ FRONT OF EXIST. GARAGE.
ADD NEW 576 SQ.FT. TWO CAR GARAGE IN REAR
. ...... ................ . . ..........__................_....__...__......__ ......._....__.....
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A � 03_ _ _ _ _ _ _ _ ______________ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _________=====zz_ = = = = � �
EAST ELEVATION NORTH ELEVATION WEST ELEVATION
permits draftingexpediting
%J 3 OF 3
PO BOX 49
1 /4" = V-0" 8 . 30. 18 1 /4" = 17- 8 . 30. 18 1 /4" = V-0" 8 . 30. 18 JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241