HomeMy WebLinkAbout41078-Z =� c�UfF641r QGy Town of Southold 7/19/2017
P.O.Box 1179
co AT, ' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39063 Date: 7/19/2017
THIS CERTIFIES that the building ALTERATION
Location of Property: 410 Bunny Ln,New Suffolk
SCTM#: 473889 Sec/Block/Lot: 117.-6-28.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/4/2016 pursuant to which Building Permit No. 41078 dated 10/13/2016
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 to an existing one family dwelling as applied for.
The certificate is issued to Hemer,Alec&Urbanelli,Elisa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41078 5/10/2017
PLUMBERS CERTIFICATION DATED
- 0u o ed Signature
o��yFFol�co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
co c TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41078 Date: 10/13/2016
Permission is hereby granted to:
Hemer, Alec
410 Bunny Lane
New Suffolk, NY 11956
To: construct alterations to an existing single family dwelling as applied for.
At premises located at:
410 Bunny Ln, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-6-28.1
Pursuant to application dated 10/4/2016 and approved by the Building Inspector.
To expire on 4/14/2018.
Fees:
SINGLE FAMILY DWELLING -ADDITIO R ALT TION
CO -ALTERA ION TO DWELL 7$�O-
Total: $ 0.00
Building Inspe
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. I
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$15.00
Date. to I LI OI to
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ylO 4vcVNy 1—"tv` w 0LI�
House No. Street Hamlet
Owner or Owners of Property: Pht-r--r— N- Ern L►1P� C, Pr<`I�—ti 1
Suffolk County Tax Map No 1000, Section ) r"I Block Lot Ol f 00
Subdivision Filed Map. Lot:
Permit No. q(O V Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted:$ �
Applicant Signature
SO!/��®l
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.richert(@-town.southold.ny.us
Southold,NY 11971-0959
N%
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Hemer
Address: 410 Bunny Lane City: New Suffolk St: New York Zip: 11956
Building Permit#: 41078 Section: 117 Block. 6 Lot: 28.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Wright Electric License No: 43457-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer AppliancesFq9
Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: Range Hood, 4- Under Counter Lights (LED).
Notes:
Inspector Signature: Date: May 10, 2017
0-Cert Electrical Compliance FormAs
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL)
REMARKS: � �n Iz- v1
DATE lon CO INSPECTOR so
�o��OF SOpryolo
Comm,�`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L)
REMARKS: frwinOil �S� d'p
DATE Y l INSPECTOR
OF SOUl'yo
�o �o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[
rOUNDATION 2ND [ ] INSULATION
RAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: &20(m Ooczk
c k m -� 6re h �ow
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DATE I v ! INSPECTOR
"O Of SOUIyo
o�y00UNTV,��
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
[ ] ELECTRI AL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARK Y � � M �1 V4
DATE iv4w&k INSPECTOR
so�lyo�
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TOWN OF SOUTHOLD BUILDING, DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[
k� FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �� / INSPECTOR 4
*OE SOplyOlo
H O
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL)
I
RKS: — �u �t c!►
DATE q-- INSPECTOR
�Iycou 1
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FI AL
[ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN
REMARKS: Jul � +a✓� O
��,-'EaC*V[Wkj OD
DATE I I ZDV INSPECTOR
`O OF SOUI��
coul I,N
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: i .� ti�1�1/
A ael v4 ejkt,�A, 'one,&, v
DATE INSPECTOR
rjF SoUryO/-
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)
REMARKS:
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPART,�MENT Do you have or need the following,before applying?
TOWN HALL Board of Health =
SOUTHOLD, NY 11971 4 sets of Building Plans .
TEL: (631) 765-1802 j Planning Board approval
FAX: (631) 765-9502 i Survey
SoutholdTown.NorthFork.net PERMIT NO. r Check
j Septic Form
'NY.S.D.E.C.
i
Trustees
C.O.Application
Flood Permit
Examined j ,20 Single&Separate
Storm-Water Assessment Form
J Contact:
Approved 20/ Mail to:
Disapproved a/c
Phone: (2 1`'7 J L/ F PF Y 0
Expiration ,20
D ���0��
/ Builds -Insp for
D
i APPLICATION FOR BUILDING PERMIT
OCT — 4 dU1;0
Date 10 I Lf _, 20 16
BtMDING De,0r. INSTRUCTIONS _
T'a is?F plicate Ton'MT be completely filled in by typewriter,or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan show'ng location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways. I
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'tb the applicant. Such a permit
shall be]sept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole'or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building(permit shall expire if the work authorized.has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit,for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance]of the Town of Southold; Suffolk County,New York, and,other applicable Laws,.Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to compl 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)
2.0 PLh2A- ST,E. # `D)4,k,,w1ec.Yry , nlY 1123
i
(Mailing address of applicant)
State whether applicant)is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax'roll or latest deed-)
If applicant is a corpor4t1on,`signature;of duly authorized officer
(Name and tit l'e'of corporate-officer)
Builders License No. Tap
Plumbers License No. ;[TW
Electricians License No. T60
Other Trade's License No. T-0,0
1. Location of land ons which proposed work will be done:
W 10 &NNS -LA+4c—_ N Ewe U F-�—_O L-1-
House Number Street Hamlet
Uz 00
County Tax Map No. 1000 Section 1� Block Lot �"
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Pm-St&oma C-e-
b. Intended use and occupancy C-Q 5 &O—CAL
dNNMA4 q2
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition f Other Work
(Description)
4. Estimated Cost I 0 ovo Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor 1
If garage, number of cars 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stori _' ,P'$1
1 _ i � � its^—++�+�+sn...o• .. f M....j �i..3
8. Dimensions of entire new construction: Front Rear _1 Depth f 's
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Ownery ��'o a n az',a vim'o
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address' Phone No.
15 a. Is this property within 100 feet of a tidal wetland br a freshwater wetland? *YES 'NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetlarid? * YES• NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that'(s)he is the applicant
(Name of individual signing contract) above named,
t;01`iNIE Q.BUNCH
(S)He is the Notary Public,State of New York
(Contractor,Agent, Corporate Officer, etc.) ' e•9 S116 Suffolk 50 co
®uatitisd in Suffolk County�ao
commission Expires PPA 14,2 _
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this Q ,,
day of tv 20
Notary Public Signature of Applicant
Scott A. Mussell ��-°s� �� STORMWA T]E][,
SUPERVISORI�V]CA\NA\\. G�]E1\\41EN` ]F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT EC T INVO LV)E ANY OF `I')H[IE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑[gA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑®'$. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ . Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑b-D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ISE. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
' ❑ 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.
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 with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S C.T.M. 'A: 1000 Date
Distnu
NAME Al—e� � i<2
/� 'p-0 Section Block Lot
i 2ti--
{ FOR BUILDING DE-PA TNIl.N'l- U.4- c�N,l,_.�
L(Z)
Contact information \ _! ��� � �+ l� / V � ` --
Reviewed By.
- - — — — — — — — — — — — — — — — — ate:
Property Address / Location of Construction Work: — — — — — — — — Date:
— — — — — — — —
Approved forroceszin BuildingPermit.
LI r o (3v N r-1 Ll�tc 06, -9-f= W<) ly — — Stormwater Management Control Plan Not Required.
G ❑ Stormwater Management Control Plan i�,Required.
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
Ud-ld�lb;11�41 259344b
MIR
Town Hsll AMM TdWhoaw 1031)765-1848
5 Wa OW Sox 11?9 er.riahe
Southold•NY 119714939 i
BUMDING IVAKfUMT
TOWN OF SOUTHOLD
APPLITiON FOR ELECT._i�CAL NNSPE EON
REQUESTED BY: DOW.
Company Name: Ali urs k&
Name:
Manse No.: 3%4S:�
Address:
Phone No.: 63 f } Z.5 3 r 3q 1i
JOBSITE INFORMATION: (*indicates required information)
*Name: lie vv\-Cjr Me-1C
*Address: �,I a�.$�nr►H �.•�_.� `-"� v l
*Crmas 3tr+eet:
*phone No.: (a3 1 3a '"31i I )
Permit No.: q I o fi Fr
Tat Nap District �. 1000 _ Section:� Ble •� Lot
*BRI9F DESCRIPTION OF IW_OR1LKt (PIaas Plfnt Clsarly) -
� G �v�� rJ�i +2 Yo0 •Yl Y��O�IQ.��O ''f.
;(#Nasse Cirela All That Apply)
+Ira job 7adyfor InapeoUon: 6R/ NO Rough In FUtei
"Do you need a Tamp CaMcate: YES NO
Temp Irjormallon(If neededl
*Service Size: 1 Phase 3Phue 900 150 200 300 350 400 Oftw
*New Service: Re-wnnW Undwground Number of Meters Change of Service ov d
Addltlonallnfolmatlon: PAYMENJ DUE WLTH APP
82.Request for Imowtion Fame r � �I
f2e- 099 V �
Jf/�!�• �1 V
oSIlffO�kC o
Town Hall Annex 41 Gy Telephone(631-1802
54375 Main Road -c : Fax(631) 734-9502
P- O. Box 1179 a z ��
Southold, NY 11971-0959 y r
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 10 I LI 1 I
Owner: 4JF-C-
Location of Property: LI I a��iN`t �f=� (115— sv f�Ll,' N~ 119 s'E'
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure r
L----- Rehabilitation to an existing residential structure
. to be constructed or performed at the.subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
✓_ Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: 1
Name (person submitting this form):
Capacity(check applicable line):
�- Owner
Owner representative j
TrussResReg15.docx Effective IM2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
-PANTONE- - - - -�- - --- _
--DESIGN:4TIOiV-vF CONS T RU%±Iviv
(PMS) #987 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
4
1/2" STROKE
-•-•---:----------- •-- •�aEStGNA't'FC]N�UR-S'i`R�C'i`ti-EtAt ` -•- --�:�..�._..__----=----------=--'-`= ---•
COMPONENTS THAT-ARE'OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING,4NCLUDING
GIRDERSIAND BEAMS-,_ .
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAM106
TRUSS USS [L.11.:f�i l lflCXflVN SI(3q
CCN/RJA&CE WTH 19 W.CRR BART 12654
143rMSCALE
y gs alvrslctN EYAN/PLE TRUSS IDENTIFICATION SIGN DATE-03(MZ)05
NEW `CORK STATE DEPARTMENT OF STATE
f DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
OEP:cj2Ti.{ENTp�S7(.CFc:
EXISTING REAR DECK
2031
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JOB NAME: HEMER RESIDENCEDESCRIPTION: Bath #1 Alteration
410 BUNNY LANE, _ _ Masterpiece Drafting &Assoicates Inc,
NEW SUFFOLK, NY 11956 SKETCH: SK:01—23-17
P.O. Box 394, Jamesport, NY 11947 I
SCALE: 1"=V-0" DATE: 01-23-17 DRAWN BY: DS TEL 631875-3497 FAX 631779-0362
RE_TA I N S T 0 Fl�,J WATER RUNOFF
LI0,T TO CHAPTER 2336
A IP in'R f)'I #E.11) fo f,l t l')T#E D P Ul R G
DATE: 2. j 1+
OF THE TOWN CODE.
Fr-414Q 171-�1 ,
NO'WY 1 A!
765-1(,02 FIA"J 7-4-) 1 F,)F, D77s
THE77
F 0 L L I IN'G I E('T
1. FOUNDAT IN! - 'i I_-""'JI:H, l-)
FOR FOU.' ISD CONCRE 7F
2. ROLIGH - A' PLUV7!'
3. INSLJL.ATI\' 4
4. FINAL - C 4,dSTRLICTICI;N tvlUST EXIST. 2xIO RIDGE BEAM
-7 r_- r _X15TIN6 REAR PECK
P r- 1- FOR C.O.
H G C,��.?i R - I
ALL CO'NISTf" ICTION SHALL MIEET THE —---< — 12 ARCHITECTURE, FLLC
R E 0 U I R'I:M D i'S OF Ti IE COl,,ES OF ME V117 -2" EX15TIN5 DWILIN6
YORK STATE NOTF-.',['ZSP A61bLE FUki PH: 631.,516.5515
DEVON OR .'4Oi%lSTRUCTIO'. ER EXIST. 2x8 ROOF RAFTERS
052 203t-- 28>41 FAX 651.415.2150
d) E: D5TE15EL@OFTONLlNE.NET
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EXISTING 2A0 RIDGE BEAM
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@ 161, O.G.
20'-3"EXISTING DWELLING EXISTING DWELLING
412] PROPOSED (3) 1 5/4"x 11-114" LVL NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5
I RST FLOOR S.F. . 0. qll1 L !-Cll 5 _2" IIA15,411 L CONTINUOUS FLUSH HEADER (TBD) BEEN ADVISED? THAT PRIOR TO ANY GON5TRUGTION
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SGALE: 1/4"= 1'-0" HABITABLE AREA= 11,222 . 4
� I III ll I I I I 2x6 CEILING -JOIST 0 16" 0.0. AND/OR DEMOLITION WORK, IT SHALL BE THE OV4NER-5
GARAGE 333 S.F. RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM
THE GOVERNING BUILDING DEPARTMENT. THE
PROPOSED GROWN MOLDING TO ARGHITEGT DOES NOT REGOMMENI? AND DOES, NOT
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PROPOSED TV CABINET
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4'-b 10-i1 —32" SAMSUNG TV 4 MOUNTIN
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PROP—W= .0 7
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(4) REH 4" DIAM. SCHED. 40 STEEL PIPE 2x4 5TV05 SPACED ® 16"
COLUMN W 1/2" THICK TOP $ BOTTOM STEEL EX15T. CELAR x
IT ELECTRICAL AND CABLE TO O.G. N.O.N. ON PLANS)
BEARING PLATES OVER 3'-0" X 3'-0" X 1511 BE SUPPLIED FOR NEW TV Date: Oct/ca/16
DEEP POURED GONG. FTG. (TYP) BEARING (+/- 7'-(o 1/2" CLO. HT) REF. KITCHENAID KBF520EG
PLATES SHALL BE DRILLED IN (4) 1
LOCATIONS TO RECEIVE BOLTS TO BEAMS L
"wpm
AND FOOTINGS. (BOTTOM OF FTO'S TO REST HALL BASE AS PER
HOMEOWNERON UNDISTURBED 501L AND/OR 100%
COMPACTED FILL WITH 3,000 P5F SOIL FLOOR LINE
BEARING CAPACITY) A ===
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SCALE: N.T.5, 2x4 FRAMING
DO NOT SCALE PRINTS
� EXTERIOR OR
MIN. ROOF LIVE LOADS IN 0FORGE PER S.F. OF
THE PROPOSED WORK DFP I GTFD IN BEARING WALL NA I L I NO SCHEDULE
" HORIZ. PROJECTION (2011 NY5 0 NY5 GODS: TABLE R301.b)
��.�?a THIS SET OF PLANS VgAS DES 10NED TRIRn,�LOADED ARE,IN SF. (2001 WFGM TABLE 3.1)
l TO MF F T THE RFQU I RF MF NTS OF PLATE WNOTCH � # OF # OF
o DTH ROOF SLOPE FOR ANY STRucTURAL MEMBER ARCHITECTURE,
OG a 0-200 201-600 OVER 600 COMMON BOX ELLG
THE 2001 V400D FRAME 16 6A6E (0.0054 FLAT OR R15E LE55 THAN JOIST DESCRIPTION NAILS NAILS NAIL SPACING
�,� IN.) AND 1.5 IN. 4" PER FT. (1:3) 20 I6 12 WALL FRAMING PH: 631.816.5518
610OG'� GONSTRUGT I ON MANUAL FOR 1 2 WIDE METAL TIE RISE 4" PER FT. (1:3) TO TOP PLATE5 AT TOP PLATE TO TOP PLATE IONS (FAGE-N ) 2-16d 2-Ibd PER FOOT
FAMILY DHFLL I NC S FROM THE EACSS AND AROS DE O T�E LESS THAN 12" PER FT (1:1) I6 14 12STUD TO -,TUR - 4_ - FAX: 631.475.2x50
NOTCH WITH b - IGD RISE 12" PER FT. (1:I) HEADER TO HEADER FAGS-NAILED Ibd I6 I6 O.G. ALONG EDGES
AMFRI GAN FOREST AND PAPER NAILS EACH SIDE AND GREATER 12 12 12 E: D5TE15EL®OPTONLINE.NET
COMP NY TNF 20(O RFS I DFNTI L TOP LASS ROOF SHALL BE DE51ONED FOR THE LIVE LOAD TOP OR 130TTOM PLATE TO STUD (END-NAILED) 110 MPH (TABLE 3.5A)
z PIPE INDIGATED IN TABLE R301b OR THE SNOW LOAD 16" O.G. WALL HEIGHT OF & FT. UP TO 20 FT. 2-16d 2-40d PER STUD TO PLATE: ".DIEBELARGHITEGTURE.VPAEB.GOM
1/2"0 MACHINE BOLTS //�� INDICATED IN TABLE 8301.2(1), WHICHEVER IS GREATER. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1 1�
�- (TYPICAL) GOOF OF THF STl-ATF OF YORK END JOIST OR BLOCKING (PAGE-NAILED) 2-Ibd 2-I6d PER FOOT
� 1 '� o `'4 TOP PLATE FRAMING ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS 2333 ROUTE 112, MEDFORD, NY 11165
YORK FNFNENCCY TO ACCOMODATE PIPING 2010 N.Y.5. CODE TABLE RR 301:7 GEILIN6 SHEATHING
AND THE 2010 NF
STRUCTURAL MEMBER DEFLECTION A-LOWABL.E GYPSUM WALL BOARD 5d COOLERS 5d COOLER 7" EDGE/ 10" FIELD
GONSFRVATI ON GO STR GTO SCALE: N.T.S. RAFTERS HAVIN6 SLOPES 6REATER THAN WALL SHEATHING PROJECT TITLE:
ELTGH PLATE DETAIL SBTOEEL FLLT ITCH PLA E GODF DOUBLE TERN FOR O AI ERS FINISHED GEILIN6 ATTACHED L/180 STRUCTURAL PANELS (SEE TABLE 3.11)
INTERIOR AND PARTITIONS H 1 RI N D 2 D
STUD INTERIOR ZONE 6' E6DE la FIELD PROPOSED INTERIOR ALTERATION
05='�EN.T.S. ALL O HER STRUCTURAL MEMBERS V240
EXTERIOR WALL5 WITH PLASTER OR 7 /„ d DGE b' FIELD AT: NEMER RESIDENCE
STUCCO FINISH H/360 3 EDGE 6 FIELD
\ GYPSUM WALLBOARD " 4IO SUNNY LANE,
ASBRE 1l/ I AT I O I `�!�S D OL I T( ON NOTES�I COTES BRITTLE FINISHES-WIND LOADS WITH L/240 HARDBOARD SEE TABLE 3.11 (9" EDGE/ 12" FIELD NE I SUFFOLK, NY 114156
PARTIGLEBOARD PANELS 8d 8d SEE MANUFAGTURER
TOP PLATE EXTERIOR WALLS-WIND LOADS WITH U120 DI CONAL BOARD 5 EATHING
I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6C SHALL VERIFY ALL FLEXIBLE FINISHES I Ixb OR Ix8 2-8d I 2-I0d I PER SUPPORT
A.F.F. - ABOVE FINISH FLOOR O.G. - ON CENTER EXISTING CONDITIONS AND REPORT ANY DISCREPANCY (FROM CONDITIONS AND L = SPAN LENGTH, H = SPAN HEIGHT IAO OR WIDER 3-8d I 3-I0d PER SUPPORT
A.P.B. - ANTHONY POWER BEAM 0.5.B. - ORIENTED STRAND BOARD DIMENSIONS INDICATED) ON THESE DRAWINGS 70 THE ARCHITECT IMMEDIATELY. BORED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. NAILI46 REWRDAENT5 ARE BASED ON watt.SHEATHINs NAILED VOL.AT THE PANES.W6E. IF wa L SHEATHII15 15 NAHLEP 3'O.G.AT THE PAHA EPa TO OBTAIN DESIGNER:
B.P. - BEAM POCKET P.T. - PRESSURE TREATED 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6G 15 TO COORDINATE THE HOLE MAX r S I NGLE 2010 N.Y.5. CODE TABLE 8301.5 H16HER SHEAR GAPAUTIE5,NAILING REMIREMEMS FOR STMTM& METBE-R5 SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,%IGH AS SHEAR PLATES,SHALL BE
G.J. - CEILING JOISTS REF. - REFRIGERATOR REMOVAL OF ANY AND ALL PLUMBING, ELEGTRIGAL,MEGHANIGAL AND/OR DIAMETER STUD iUD TO M&INTAN THE LOAD PATH.
40 USE LIVE DEAD 2.HHEN HALL SHEATHING,6 GONTIN O[J5 OVER COHNEGTED MEM3ER5,THE TABULATE NIMER OF NAILS SHALT.BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT Ma 5 t e rp i e c e Dro f t i n g -s
G.M. - CARBON MONOXIDE R.O. - ROUGH OPENING ARCHITECTURAL ITEMS INCLUDING WALL PARTITIONS IN GONFORMANGE WITH THESE ATTIGS WITH STORAGE # # 3.COMON RH'SISTANT 116M RAOFIN5 NAILS AND 16 6A6E STAPLES ARE PERMITTED,GB.G.FOR ADDITIONAL REaUIRETENTs HEGK I
PERCENT A550GIateS Inc.
G.T. - COLLAR TIES R.R. - ROOF RAFTERS PLANS. ATTIG5 WIT OUT 5TORAC Io to
DN. - DOWN R/R - REMOVE $ REPLACE 3. ELECTRICAL FIXTURES,OUTLETS, JUNCTION BOXES, GONDUIT PIPING, PANELS, OF STUD DECKS 40# 10# ALL INFORMATION WAS TAKEN FROM THE 2001 WFGM FOR ONE-AND TWO-FAMILY DWELLINGS P.O. SOX 3414
DEPTH
OP. - DEEP T.O.W. - TOP OF WALL TRANSFORMERS, ETC. ARE TO BE DI5GONNEGTED AND/OR REMOVED A5 APPLIGA13LF EXTERIOR BALCONIES 60# WA Jamesport NY 11414'1'
D.H. - DOUBLE HUNG TYP. - TYPICAL TO NEW FLOOR PLAN A5 NOTED. &JARPRAII-5GLI MAT I G AND OE00RAP-t I G DES I ON CRITERIA
D.J. - DECK J015T5 U.O.N.- UNLE55 OTHERWISE NOTED 4. REMOVAL OF CONSTRUCTION DEBRIS 15 THE RE51PON516ILITY OF THE GENERAL 5/8 PASSENGER VEHICLE GARAGES 50ROOMS OTHER THAN 5LEEPINO ROOMS # N/# 2010 N.Y.S. CODE TABLE X301.2(1)
D.W. - DISHWASHER V.I.F. - VERIFY IN FIELD CONTRACTOR. MI SLEEPING ROOMS 30# 10# FLOOD
EXIST. - EXISTING V.P. - VALLEY PLATE 5. GG TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC SAFETY PRACTICES MIN. STAIRS 40# N/A GROUND- WIND SEISMIC SUBJECT TO DAMAGE FROM IGD BARRIER HAZARDS Issues and Revisions
TOWfBORZEID?
5/� IN. MIN. SNOW SPEED DESIGN UNDERLAY- REFER To
E.P.- ELECTRICAL PANEL V.R. - VALLEY RAFTER ACCORDING TO STATE AND TOWN ORDINANCES AND IN COMPLIANCE WITH INSURANCE LOAD (mph) CATEGORY WEATHERING FR05TLINE TERMITE MENT
F.D. FLOOR DRAIN W.H. - WATER HEATER RESTRICTIONS AND/OR RE6ULAT�ONS. EDGETO EDGE p DEPTH REQUIRED LOCAL No. Bate Issues and Revisions
BORED HOLE MINIMUM SPECIFIED COMPRESSIVE JURISDIGTION
FL. - FLUSH W.M. - WASHING MACHINE 6. DEMOL15H AND REMOVE FROM THE PREM15E5 IN A MANNER ACCEPTABLE TO ALL NOTCH MUST STRENGTH OF CONCRETE 20# 110 MPH G SEVERE 3'-0" MOD. TO ,T,� AS PER I q/08/16 DESIGN REVIEW
FP56 - FIRE PROOF SELF CLOSING JURI5DICTIONAL AGENCIES, AND TO THE APPROVAL OF THE OWNER AND ARCHITECT 50 NOT EXCEEDMAX. DIAM 60gb HEAVY N.Y.5. CODE
6ALV.- GALVANIZED INDICATED OR REQUIRED BY THE WORK OF THE CONTRACT DOCUMENTS,OR A5 MAY BE 25 PERCENTOF DOUELE 2010 N.Y.S. CODE TABLE R402.2 2 x/13/16 DE516N REVIEW
GYP. W. - GYPSUM BOARD OF STUDSTUD DEPTH MINIMUM SPECIFIED C 4RE551VE
DIRECTED IN THE FIELD BY THE OWNER. DEPTHHOLES SHALL NOT TYPE LOGAT10N5 3 cl/20/16 DE51ON REVIEW
H.R. - HIP RAFTER 1. EXISTING FIXTURES,HARDWARE,PARTITIONS,ETC. SHALL BE REMOVED AS NOTED. ATED IN THE SAME CONCRETE CON5TRIXTION WEATHERING POTENTIAL
IN5UL. - INSULATION 8. EXISTING LIGHTING TO BE REMOVED, INGLL61VE OF WIRING BACK TO DISTRIBUTION GRO55 SECTION CF GUT 5EVERE
4 x126/I6 DESIGN REVIEW
L.V.L - LAMINATED VENEER LUMBER PANEL. OR NOTCH IN STUD BASEMENT WALL5,
MIN. - MINIMUM q. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY OR A5 FOUNDATION5 AND OTHER PRESUMPTIVE LOAD-BEARI NC
NOTCHED t BORED HOLE LIMITATIONS CONCRETE NOT EXPOSED 2,5ooG VALUES OF PND. MATERIALSa 5 41/29/16 GONSTRUGTION DRAWINGS
MNFR - MANUFAGTURER'5 REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. VERIFY METHOD AND LOCATION TO THE WEATHER
M.O. - MASONRY OPENING OF REMOVAL WITH OWNER. FOR INT. NONBEARI NC WALLS 2010 N.Y.S. CODE TABLE 8401.4.1
10. ALL ABANDONED ITEMS- EQUIPMENT, WIRING, PLUMBING, BLOCKING, ETC. NEEDS TO BE BASEMENT SLABS AND � 5F PRF55I1RE
COMPLETELY REMOVED FROM THE SPACE. SCALE: N.T.S. 6RADE,,EXCEPT
�S 4A G UAS�'OF M'a`TBZIAL (per) NEN WOOD FRAME WALL
II. NO CHANGE ORDERS OR EXTRAS SHALL BE ALLOWED DUE TO THE 605 LACK OFA FLOOR 5LA55 2500 CRYSTALLINE BEDROCK 12)000 - - - -
SITE vls1T. SEDIMENTARY AND 4)000 _ _ _ _
EXISTIN6 FOUNDATION
12. AT COMPLETION OF DEMOLITION WORK, GG BASEMENT WALLS,I5 TO MEASURE THE SPACE AND REPORT FOLIATED ROCK NOTE: BY IN(LU5ION OF THI5 NOTE, THE OWNER HAS
ANY DISCREPANCIES TO THE ARCHITECT. 34#/=T 341#/FT EX EROR HALLS AW 5000 d O EXIST. WOOD FRAME WALL BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION
OTHER VERTICAL SANDY 6RAVEL AND/OR 6RAVEL 31000
GONGRETF WORK (6W AND 6P) C = _ D EXIST. WALL TO BE REMOVED AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S
EXPOSED TO THE RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM
L 20#/-T WITHOUT STORAGE HEATHER SAND,SILTY SAND,CLAYEY 2)000 THE GOVERNING BUILDING DEPARTMENT. THE
SEAM DEPTH MAX.ROUND HOLE 30#/FT WITH STORAGE ROOF SCLAAYYEY 6RAVEL -AND ARCHITECT DOES NOT RECOMMEND AND DOES NOT
DIAMETER PORCHES,CARPORT (5W,5P,5M,50,GM AND 66) EXISTING DOOR GUARANTEE THAT SOLELY BY THE PREPARATION OF
L/3 I ALLOWABLE (..� L 3 1/2"-7" 3/4" SLABS AND STEPS
IEXPOSED TO THE
I
HOLE ZONE d,e CLAY,5ANDY CLAY,SILTY WEATHER,AND GARAGE 3,500 I�00 b THESE PLANS SHALL CONSTRUCTION OGGUR PROPER
i/3 de th SILT
11/4"-q 1/4' 1 1/2" FLOOR 5LAB5 AND SAND CLAY,CLAYEY TILT,SILT REVIEW AND APPROVAL BY A QUALIFIED BUILDING
p q 1/2'- 16" 2" 9EGOND ( AND GH) ® SMOKE DETECTOR DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO
I/3 de th 40#/FT 4o#iFT PLS
DEEPER THAN 16" 3" 'AT 2&DAYS P51. a.WHEN 501L TE5T5 ARE REQUIRED BY SECTION R401A,THE GONSTRUGTION.
I 'SEE TABLE 8301211)FOR WFATHfftIM6 POTENTIAL ALLOWABLE BEARING CAPACITIES OF THE 501L SHALL BE PART OF •R•
FRAMING NOTATION
THE RECOMMENDATIONS. ® I6O.G.
MIN. CLEAR DISTANCE BETWEEN HOLES= NOTES: a��N THS LOCATIONS THAT MAYBE SUBJECT TO FREEZNO AND THAWING VIVN6 b.WHERE M-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY
GONSTRUGTION SHALL BE AIR-EMRAINW GONC �N RA66MAZE HTH FOOTNOTE a. OF LE55 THAN 1,500 P5F ARE LIKELY TO BE PRESENT AT THE 51TE, SEAL AND S 1 C7NATURE
CONGRfTE SHALL BE AIR-ENTRANEO.TOTAL AIR CONTENT(PERGENT BY VOt1JME OF THE ALLOWABLE BEARING CAPACITY 5HALL BE DETERMINED BY A A
2x DIAMETER OF THE LARGER HOLE 1. HOLES) MUST BE LOCATED COMPLETELY IN THE ALLOWABLE GONCRM SHALL NOT BE LESS THAN 5 PBQf', T OR MORE THAN 7 PEIRrAW. 5OIL5 INVBT16ATION A_I SECTION MARK
HOLE ZONE. FIR5T 'SEE SECTION R4022 FOR MI*W GEMfNNn-nOU5 MATERIALS CONTENT.
2. NO RECTANGULAR HOLES ARE ALLOWED. 50#/FT 50#/FT FLOOR
3. NO MORE THAN THREE HOLES ALLOWED PER SPAN.
4. TABLE 15 VALID FOR SINGLE AND MULTIPLE SPAN UNIFORMLY GENERAL CONDITIONS:
LOADED BEAMS ONLY. TABLE 15 NOT VALID FOR CANTILEVER 1. ALL DIMENSIONS OF EXIST. STRUCTURES SHALL BE VERIFIED BY GONTRAGTOR PRIOR TO GON5TRUGTION. IF ANY DISCREPANCIES/CONDITIONS ARI5E WITH THESE PLANS PRIOR TO OR oEo A syzTF
5.SECTIONS. DURING THE COURSE OF CONSTRUCTION,CONSTRUCTION SHOULD CEASE AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. FAILURE TO DO THIS WILL RESULT IN THE ARCHITECT
ALLOWABLE HOLES IN CSP LAM LVL DEFLECTION B
EG ION SHOULD BE CONSIDERED TO AVOID PROBLEMS WITH FOUND. A59JMINO NO LIABILITY WITH THE ACTIONS TAKEN TO CORRECT THE DISCREPANCY.
PIPING. DEMOLITION:
SCALE: N.T.S. 6. DO NOT NOTCH, DRILL OR CUT 6P LAM LVL EXCEPT AS SHOWN nLOADPATH DIAGRAMI n
IN THIS DIAGRAM. 2. G.G. TO FURNISH 8 INSTALL TEMPORARY BRACING d SHORING PRIOR TO THE REMOVAL OF ANY STRUCTURAL ELEMENTS.
FOUNDATION: s� oao43$ yo
3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIR61N 501L HAVING A MIN. 3000 P5F BEARING CAPACITY A5 PER 2010 NY5 CODE, 5EGT. 8401, TABLE R401.4.1,OR COMPACTED TO qT� >F`31/
L O F I�
L MAX. D DEMOLITION: CONFORM TO THI5 CAPACITY. IF GOMPAGTING 15 PERFORMED,501L TE5T5 WIH BE REQUIRED 8 APPROVED BY THE ARCHITECT. �-
FROM I 4. ALL CONCRETE FOOTINGS SHALL CONFORM TO 2010 NY5 CODE SECT. 8403 MIN. 2,500 P.5.1. 0 2b DAYS PLAIN CONCRETE UNLESS OTHERWISE NOTED WITHIN THESE PLANS OR
L/3 L/3 SUPPORT I LC3 WHERE EXISTING WALLS ARE INDICATED TO BE SPECIFICATIONS WHEN APPLICABLE.
REMOVED, GONTRAGTOR 15 TO PATCH EX15T. FRAMING � 5TRAPPINO:
NO FLOOR, ADJACENT WALLS R CEILING FINISHES h5
�DI6 `NOTCHES # ��D/3 D D/3 T D REO'D (T`(P) 5. ALL FLOOR JOIST SHALL BE DOUBLED AT END RUNS,UNDER PARTITIONS RUNNING PARALLEL TO THEM AND UNDER BATHTUBS.
MAX. b. BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ROOF GUTTERS,FASCIA ENDS,GYPSUM BOARD CORNERS AND EDGES,GABINET5 AND A(CE55ORIE5,ETC.
D/b MAX. I. INSTALL FIRE STOPPING AT ALL REQUIRED LOCATION5 TO COMPLY WITH 2010 N.Y.5. CODE 5ECTION5 502.13,b02.S d 1003.Iq. Project No. 16-124
VD/3 RAFTER/ GEILIN6 JOISTS PLAN D MMEN &. PROVIDE FIRE RATED A55EMBLIE-5 AS INDICATED ON DRAWINGS AND IN COMPLIANCE WITH APPROPRIATE TESTI% AGENCY SPECIFICATION.
MAX. PLAN DIMMENSIONS ARE FROM 1=1N15H WALL TO
FLOOR J015T - CENTER GUTS -AVFIN15H WALL UNLE55 OTHERN15E NOTED. LOAD BEARING STRUGTURE:
q. ALL FLITGH PLATE STEEL SPECIFIED ON THESE DRAWINGS SHALL BE TYPE A-36 WITH UNIT 5TRE55 OF 23,160 P51, FLITCH PLATE5 SHALL BE DRILLED AT 24" O.G. STAGGERED AND SCTM #: 1000- 11-7- 06- 25.1
BOLTED WITH 1/2" DIAM BOLTS,WASHERS AND NUTS TO FRAMING MATERIAL.
will L PRE55ORE TREATED LUMBER: 10. ALL STEEL COLUMNS SHALL BE 4" SCHEDULE 40 STEEL PIPE COL. UNLE55 OTHERWISE NOTED ON PLANS.
111 L/3 L/3 so 0/3 PRE55URE TREATED LUMBER 15 TO BE U5ED FOz II. PROVIDE P05T5 BELOW ALL 61RDER5 d BLOCK SOLID DOWN TO FOUNDATION WALL OR 61RDER BELOW ZONE: R 40
0/4 MAX. 5TRUGTURAL MEMBER5 IN GONTAGT WITH THE 12. LUMBER TO BE HEM FIR #2, Fb=850, E= 1.3 x 1060R BETTER
NO TL>< GROUND OR THE GONGRETE, IN AGGORDANGE 13. MIGROLAM LVL'5 BY TRU55 JOIST, MIN Fb=2,600 P51, E= Illx 10 6 Drawn By: 175
rNOTCHES WITH 2010 NY5 CODE R51q.1. 14. FASTENERS, HAN6ER5 $ TIE DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DESIGNED FOR SUCH USE- REFER TO MANUFAGTURER5
PERMITTED
. . _. SPECIFICATIONS.
D/4 MAX. M,E,P NOTES:
Date: Oq/08/16
FIN15HES: 15. ALL PLUMBING, WAG, AND ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATING
FLOOR JOIST - END GUTS L WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE AGENCIES.
WITH 2010 N.Y.5. CODE SECTION 8315. 16. ALL NEW UTILITIES INDICATED 5HALL BE DESIGNED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN CONFORMANCE WITH APPROPRIATE RULES AND REGULATIONS AND
2 IN. MIN. 2. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE ALL GOVERNING RULES.
FROM TOP PIPE OR WITH 2010 N.Y.5. CODE SECTION 8702. 17. ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED.
AND D (ACTUAL CONDUIT lb. CENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERWISE NOTED, GONTRAGTOR SHALL FURNISH AND INSTALL A MINIMUM OF ONE OUTLET PER WALL
OF JOIST M0151URE AREAS SHALL BE FINISHED WITH MOISTURE
BOTTOM DEPTH) 3. ALL INTERIOR WALLS IN BATHROOMS AND OTHER HIGH AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL.
RE515TANT GYPSUM BOARD d GEMENT BOARD IN TUB t Iq.CENTERLINE OF TYPICAL LIGHT 5WITGH TO BE MOUNTED 4'-0" A.F.F.UNLE55 OTHERWISE NOTED. Proj. North
TYP. JOIST NOTCHING DETAIL
SHOWER 20. ALL ELECTRICAL EQUIPMENT d WIRING SHALL BE DE516NED AND INSTALLED IN ACCORDANCE W/ CHAPTERS 33-42 OF THE 2010 RESIDENTIAL CODE OF NEW YORK PAG. 2 ®�
SCALE: N.T.S. 21. ALL PLUMBIN6 WORK SHALL BE DE516NED AND IN5TALLED A5 PER THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, CHAPTER 25-32 INCLUSIVE. ALL DOMESTIC ® ®� C.��SALE PRINTS
WATER 5UPPLY LINE5 5HALL BE COPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD CONTENT 50LDER