HomeMy WebLinkAbout40011-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C2 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#: 40011 Date: 8/14/2015
Permission is hereby granted to:
Flatley, Rory & Flatley, Maureen
4615 Westphalia Rd
Mattituck, NY 11952
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
4615 Westphalia Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 111-13-2.1
Pursuant to application dated 8/5/2015 and approved by the Building Inspector.
To expire on 2/12/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $900.80
CO -ADDITION TO DWEL $50.00
Total: $950.80
B i di g nspector
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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ���t ak�, a - X4�i
House No. Sfreet let
Owner or Owners of Property: ��r �`� ('L� l fj/
Suffolk County Tax Map No 1000, Section f P Block .1-8 Lot• c>9, f
Subdivision Filed Map. Lot:
Permit No. L100 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applican i at re
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL ;;,Board of Health
SOUTHOLD,,NY 11971 -4,sets of,Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
-!! . 'Septi9,Fprm
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20.-, a :; Single&Separate
Sto`rin-Water Asses'sirient Form
onta t:-
Approved —,20 Mail to: 4!/Yl l j�lN`�Fit"
t, r;
Disapproved a/c
`z •'a•� " E Phone:
1/s-89o�
Expiration
Building I pecto
i )1A1 PLICATION FOR BUILD T
AUG -5,
2015I
Date 20
La-a-This av l 'o' (MUST be coin letely 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. _ T
b. Plot plan showing location of lot and of buildings on premises,:relationslup 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 In§pector Will issue a Building Periintto the applicant. Suchla permit
shall be kept on the premises available for inspection throughout the work.
e.No buildingshall be occupied or"used in whole or•in', art ford ' ose what so ever until the Building Iris ecfor
p P� r �'p� g p
issues a Certificate of Occupancy.
f.Every-building pef-mit(shall expire_if the work authorizedhas not commenced within'1.2 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 D�epartment,for,the gstuance,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 ' buildings,additions, or alterations,o_r for,removal or demolition,as;herein described. The
�f! ,!
applicant agrees to comply with all applicable laws,ordinances,building-c•'ode,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)
s (N4ailing�address of applicant)-
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises cl- IeW FIAA
'(As on'the ax roll or latest da d)
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 b d ne: qq �
5 lugba, Ivy
House Number Street :! ;.,'`, ; •s .,> �,�;; Hamlet
County Tax Map No. 1000 'Section" I �J M1r'Bf6ck'', _ Lot
Subdivision Filed Map No. Lot
2. State existing'use and occupancy.of premises and intend d use and occupancy of proposed construction:
a. Existing use and,occupancy 51(16(e-
w1iLt� f2 Slo�°/1'l
b. Intended use and occupancy S44,L" w Ge�'�-a!i(•�e� �2�1�✓ j/t C-�
uo
3. Nature of work(check which'applicable):New Building Addition 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 Number of dwelling units on each floor
If garage, number of cars
6. If business; commercial or'mike'd occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height J/— Number of Stories 42
Dimensions of same structure with alterations or-additions:-Front Rear/
Depth Height `�' =:> ,°' ' %=' ''tl Number of Stories o?
8. Dimensions of entire new c nstructiori Front- :`,--_�_- r `Rear Depth
Height �- f Number of Stories / �2
9. Size of lot: Front /, U Rear 16 , j 0Ac e ;Depth
10. Date ofPurchase Name ofFdfm6r'Owner' t
11. Zone'or u'se'districtiri'which premises
I7 ',as ,. p,• Fii` j +i';r
12. Does proposed con struction,viplate`any zoning law,,ordinance or regulation. YES; NO_7X
' ,�'':f;,t a^� Jig•:, :4_,.'f
13. Will lot be re-graded? YES ,NQ�Will.excess hll,be,removed frgm..premises?YES NO
- 1. '
14.Names of Owner,of,prerms s . �1 _1 .. ; : ', Address :�!!u > i4y, ;2honeNo.
Name of Architect.,: " : 3Address, `" `'�"PhoneNo,
Name of Contractor 13 1• lAddress Phon'e No.,'
15 a. Is this property"withiri 100 feet of'd;t'id'al-weflarid'o'r`a'freshwater'wetla`id! '*. YES ' " NO'
* IF YES, SOUTHOLD'TOWN'TRUSTEES &`D.RC.-PERvIITS M'AY `REQUIRED'.
b. Is this property within 300 feet of a tidal'wetl'and?'*YES NO
* IF YES, D.E.C. I
. PERTS 1VIAY`BE'REQ'UIRED'� {
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 ) -
00l 1q Gt/1 fi?ww being duly,sworn, deposes and'says that(s)he is the applicant
(Name of individ al signing contfact)al ove'named,
(S)He is the b 6 5vV�
(Contractor,Agent, orporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said-work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn obefore methis
day of AkqlA4 20j5
•,
:6CJA� x9xn
TRACEY L. DWYER
Notary Publio NOTARY PUBLIC,STATE OF NEW YORK Signaturof p, icant
NO.01 DW6306900 - -
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2�ffi
Scott A. Russell
ST0]KlMMAT]EIK
SUPERVISOR - W AMIANAGI]ENHENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 i Town of So u th o l d
CHAPTER 236 - STORA WATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING:
Yes N (CHECK ALL THAT APPLY)
ElClearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ 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.
DERD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
-- - - - ----on-FIRM Map-of--a-n-y-watercourse: -
❑ 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.
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. '°: 1000 / Date:
Dntiiict Q
NAME. a' 'DW / is
�' O•'r/
Pn tr Section Block Lot
`......_' K�= FOR f3L11LDEV"T DEP11 RT:S ENT USE ONLY "
Contact Information -U '_ ✓O
Reviewed By.
- - — — — — — — — — — — — — - — —
Date. -��
Property Address / Location of Construction Work: — — — — — — — — — — — —
�� /��/ Approved for processing Building Permit
U� T� Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan n�Required
(Forward to Engineering Department for Review)
FORM # SMCP-TOS MAY 2014
7-' TOWN OF SOUTHOLD -PAOPERTY RECORD CARD
OWNER STREET Z-1k 1,5 VILLAGE DIST. SUB. LOT
FORMER OWNERJ,M fkC--- ,
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LAND IMP. TOTAL DATE REMARKS
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0 q 600 34 933 - re, La c,—e--sL-tL3–
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Acre
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FRONTAGE ON�e%T
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Woodland FRONTAGE ON ROAD---
Meadowland DEPTH
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ALL CONSTIFIUCTIOINI SHALL MEET THE "JCUPANCY OR __J
REQUIREMENTS OF THE CODES OF NEWLU C�
YORK STATE. N'OT RESP014SIBLE FOR USE IS UNLAWFUL
Ei OR D `1 C!" CONSTRUCTION ERRORS. VVITHOUT CERTIFICATE it
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OF OCCUPANCY
RETAIN STORTA VVIATE'R RUNOFF __J
PURSUANT To CHAPTER 236
OF THE TOWN CODE. PLUMBER CERTIFICATION �
ON LEAD CONTENT BEFORE
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Energy Czde` 20 10 flew York Energy Conservation
Locat;on- Suffolk County, flew York
Construct:on`rype: single-family
Project Type, Addition
ctimate Zone. 4 (5750 HDO) Z Z <
Permit Date-
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ColqvFance StAtoment ne proposed bui'&nq design described here i zc��n t with the is i'd.ng pfans.specificatiors.and other
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8 . 05 . 15
VVAL17_HO91Zf0 AL 7fRA 7-10N OR ADDITION TO FH15 DRAWING AIVO RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y5, EDUCATION LAW
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UNAUTIfORIZED ALTERATION OR ADD/TION TO TN15 DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF TIIE N.Y.S. EDUCATION LAW
GENERAL NOTES:
FRAMING NOTES:
• The information on this set of construction documents is to relate basic design
intent and framing detalls. They are intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with All lumber s to be Douglas Fir#2 or better at 16"on center L
current New York State buildmg codes. The general contractor 15 responsible for Q
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providing standard construction details and procedures to ensure a professionally a All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation
finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
• General contractor to coordinate all subcontractors, scheduling of work and All TJI's are to be m5talled in accordance with the manufacturer's specifications and shall Include
interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas
• The contractor 15 responsible for ensuring that all work and construction meets • 5tructural Steel A5TM A36 - FY= 36 K51
or exceeds current federal, state and local codes, ordinances and regulations, etc.
These codes are to be considered as part of the specifications for this building plan. C
• All straps, connectors, plates, bolts, Halls, etc. are to be galvanized. Designated connectors, straps, C
If in the course of construction, a condition exists which disagrees with that as etc. on these drawmgs are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be c�
indicated on these drawings, the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications.
n
t the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibihty and liability arising therefrom. All floor sheathing is to be 4'AC type plywood, tongue $groove and shall be glued and screwed to
• Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. the floorJoists (6"o.c. edges 12"o.c. field)
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• The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0"max. or mid span of all floor foists with spans exceeding
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responsibility for construction coordinating with these plans, nor responsibihty for 8'-0". Block ng is to be installed at all point load bearmg points. J
construction means, methods, techniques, sequences or proceedures or for saftey
precautions and programs in connection with the work Indicated. There are no • Install double Joists under all partitions running parallel
warranties for a specific use expressed or implied in the use of these plans. R/
• Contractor to provide hardwired smoke detectors, with battery back up, and with
• All exterior wall headers to be 2- LVL's as indicated on floor plans*sections and all interior no Intervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0" shall have a double O
requirements as per Section R3 17 New York State Residential Construciton Code. hack stud with a single kmg stud *on exterior walls provide double sill plate (typical). O
Install carbon monoxide detectors as per code. —j
• Provide insulation baffles at Cave vents between rafters and soffit vents as Indicated U
FOUNDATION NOTES: on plans
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• General contractor to review plans, elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs, wails,
intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. -
• Existing foundation to be pinned and solid concrete filled with fasteners as shown FLOOR PLAN NOTES: UL J
in build ng sections. > U
• Dimensions shall take precedent over scale drawmgs, DO NOT SCALE DRAWINGS Q
• Footings shall bear on undisturbed 5011 within bearmg capacity of 1 .5 tons/sq.ft.
• All interior walls to be covered with 2'gyspusm board with metal corner remforcng. All
• Concrete shall be FC = 3,500 P51 @ 28 days drywall products, including gypsum board, screw,point compound, tapes�trim shall be U.S.
• Concrete on 4"Sand or gravel fill minimum, with 6x6 - 10/10 welded wire mesh Gypsum Co. or approved equal. All joint5 shall recieve 3 coats of point treatment. Sand final
reinforcement. Interior slabs to be placed on 6 ri stabilized polyethylene vapor coat to a uniform smooth surface. All walls, ceiling and Interior of closets to be taped and
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be spackled, 3 coats, ready for paint.
adequately supported by precast concrete bar supports to assure that the reinforcement Interior point to be Ben amm Moore, walls"anti ue white"and ceilm 5 white, unless
Is held in position durmg concrete placement and finishing. p q g
otherwise deeded by homeowner. All interior trim t-mouldings to be high gloss white.
• 150laton points are to be installed between the slab and the walls. Use preformed
point filler that is to be cut 1/2" below the slab surface and the resulting point is to be filled • Insulation ratings and installation locations as indicated on floor plans sections
with an ela5tomeric Joint sealant.
• Interior doors to be solid core wood; style to be determined.
• General contractor to install cop-r-tex(or copper)sheet metal termite shellds
• All bath $ kitchen area walls and ceilings adjacent to wet areas to have water resistant
between all wood surfaces that are exposed to concrete or masonry surfaces.
drywall, and provide wonderboard for all areas set to recieve tile.
• Dampproof exterior of foundation wall with a bituminous coating; Foundation >11
excavation is not to be backfilled prior to the installation of the floor framing. • Kitchen to have granite countertops with ceramic tile back5pl35h; all baths to have Q)
White ceramic tile as selected by homeowner.
PLUMBING � HVAC NOTES:
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• All plumbmg work shall be done by a duly licensed plumber and must conform and adhere
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to all New York State buildmg codes$saftey requirements. 1 2'-0" 24'-0" cn
• If wall plates or J015t5 are cut durmg the mstallation of plumbing fixtures or equipment W °°° Z
contractor must provide appropriate bracing to tie framing back together. I 7'-10" s en
EDJ
• Baseboard heating is to be hot water and zoned. Plumbing contractor is to
ca N � O
adequately size the system and place the baseboards in an unobstructive location in each room
required to recieve heat. Minimum of one thermostat for each zone will be required. I O
I
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Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as IQo0selected by homeowner. 4"X 4" PO5T5 W/ 2"X 2" DOWN
BALUSTERS $ CAP RAILMechanical subcontractor is responsible for adhering tco all applicable codes and CONTINUOUS AROUND STAIR. Osaftely requirements. USE APPROVED COMPOSITE DOWNRAILING SYSTEM z �/
• HVAC subcontractor to fully coordinate system data $ requirements with the
equipment supplier and to provide final system layout drawing and submit it to general contractor, 2- 2xE DRPD 3068 O W
owner and equipment supplier for final review approval. FRIDGE HEADER —I
�'-6" 4'-2" 23'-4° WALL LEGEND: �— Q
FW11JD
ELECTRICAL N Ir 768WALL TO BE REMOVED Q O
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include WALL TO REMAIN Winstallation of fixtures*specfication5 as mdlcated on plans. Light fixtures to be supplied byowner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install 468 all outlets as per code. All work is to be done in strict accordance with the New York State Code MARBLE 2068 by a licensed electrican. All new switches outlets to be Levition, standard, supplied installed SADDLE p O o WALL ID REMAIN BUT ALTERED-PROVIDE NEW INSULATION (AS NEEDED)
2- 16" LVL HEADER FLUSH TO LINEN N Uby contractor. Contractor to do all hook-ups as required for',bathrooms. CEILING ON LIVING ROOM 51DE; _ R-30 INSULATION; 2RECESS INTO WALL PLATE ABOVE 3 AND " DRYWALL ON AREAS AFFECTED
PROVIDE�" DRYWALL ON BY CONSTRUCTION
TRIMMED c� Z =�N CEILING OVER GARAGE
-------------- - " m
REMOVE THIS SECTION OF OPENING z ASSUMED 2x8 EXIS �
� C.J. IN MUDROOM; IF 2�d, NEW CONSTRUCTION -
WALL OPEN UP LIVING SPACES. w D WIN
3068 N PROV. NEW 2x8 THR�J_QUT 2 X 4 STUD FRAME EXTERIOR WALLS
14'-0" TRIMMEDw O �� i 28 8 R-1 5 INSULATION w/5' PLYWOOD SHEATHING Z
OPENING MUDROOM \\\ I CONTINUOUSLY AROUND. w a
45 MINUTE FIRE P.ATED DOOR PROVIDE I LAYER�" GYPSUM BOARD
STRAIGHT RUN TO 2668 w/SELF CLOSING h INGE5 W
ON INTERIOR SIDE
NA*WALL DOOR SWEEP 3- 1 1 Z' LVL DROPPED HEADER SECOND FLOOR; PATCH - F �IN WALL$ CEILING IPJ TH15 `'�NTR 1 I EAT �— ' _ ' _ ' _ ' _ ' _ ' _ . 2"X 4" STUD FRAME INTERIOR PARTITIONEXISTING LIVING SPACE TO REMAIN; ALTEREDAREA WHERE STAI'R5-- Ex1STING y2868 I 3 2' LALLY COLUIv� ' GYPSUM BOARD ON EACH SIDE; USE
ARE BEING REMOVED Sr�MMep- TO FOOTING MOISTURE RESISTANT BOARD IN
A5 SHOWN DOWN TO > L- --{}PE�J+N6--� r J BATH It MUDROOM AREAS * US'E CEMENT BOARD Zi M Q
BASEMENT ALIGN FLOQR ON ALL SURFACES TO RECEIVE TILE Z
HEIGHTSI ' GARAGE
--- w cv Z I LL U ' DROP WALL PLATE HEIGHT O U
m Q , i N IN GARAGE TO ACCOMMODATE N _�
LAUNDRI , C o JOIST 51ZE - SECOND FLOOR PROVIDE 2- 14"X 74" LVL HEADERS
DECKING TO ALIGN THKU-OUT ~ ABOVE ALL WINDOWS �- DOORS
w i z dU PROV. R-15 INSULATION -� UNLESS OTHERWISE NOTED; MATCH
_ NEW WINDOWS TO EXISTING HEADER
I WITHIN WALL COMMON TO ,a,t
EXISTING 5TRUCTURE I I HEIGHTS >s
TO REMAIN I I GARAGE g" FIRE RATED DRYWALL
12'-0„ _
2665
��oC4C NOTE: ys
NEW STAIRCASE TO 4'-1" PROVIDE WIRING FOR OVERHEAD
SECOND FLOOR; TURN - COATS 41-3" GARAGE DOOR AS PER
OUT FIR5T STEP 4- OPEN - BEADBOARD - MANUFACTURER SPECIFICATIONS
BANISTER \2668 SOFFIT m IN ACCORDANCE WITH THE
n % 6-0"X 7'-0" DOORS W/ RESIDENTIAL ELECTRICAL CODE U
up ���� ��� 2- 7 4' HEADS 2- 9Z" LVL HEADER$ C520 STRAPPING OF NEW YORK STATE z
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EXISTING TO REMAIN N
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0835Sh ti
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8 . 05 . 15
UNA UT//OR/ZED AL TERA T/CN OR ADDITION TO T11/S DRF1 W/N6 AND RELATED DOCUti9ENTS/S A l//OLA TION OF SEC. 7209 OP Tr/E N.Y.S. EDUCA TION LA W
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MASTER BATHROOM NOTES:
• VANITY WITH MARBLE TOP;
WALL MOUNTED MIRROR ABOVE. secrloN SECTION
EXISTING ROOF LINE OVER . CUSTOM SHOWER WITH VINYL PAN; B A
KITCHEN TO REMAIN BENCH WITHIN SHOWER. TILE/MARBLE
SURROUND TO BE DETERMINED ALL WALL 6'6" 8'-o 11'-4" —3' 10" WALL LEGEND:
SURFACES TO RECEIVE CEMENT _
BOARD PRIOR TO TILE/MARBLE INSTALL. I — ' —' — ' — ' —' — — ' — ' — ' —' — ' _____- WALL TO BE REMOVED
• FRAMELESS, TEMPERED GLAS I J
SHOWER DOOR t ENCLOSURE. I 4'-0" r+26412 v2642 �'-2"PLATE HEIGHT ALONG DORMER WALL rwz642 I I WALL TO REMAIN
10'-4"
• TILE FLOOP ON MUD OVER SUE FLOO 0 I WALL TO REMAIN BUT ALTERED-
cc�p• F\NEE WALLS TO BE 36" HIGH w/ MP BLE
PROVIDE NEW INSULATION (AS NEEDED)
CAP TOPS TRIM DETAIL / N LINE OF 8'-0"HEIGHT AND z" DRYWALL ON AREAS AFFECTED
BENCH SEAT ( I BY CONSTRUCTION
BATH
KNEE WALL NEW CONSTRUCTION
PROVIDE VALLEY ICKET N o I 2"X 4" STUD FRAME EXTERIOR WALLS 3
RAFTERS @ROOF/W LL I O �j I R-1 5 INSULATION w/g" PLYWOOD SHEATHING -
INTERSECTION N CU O m I CONTINUOUSLY AROUND.
TW24111 24613 NEW MASTER BEDROOM -
mw4MARBL- � N PROVIDE I LAYER 2" GYPSUM BOARD _
11'-1 1/2" -- U _ W SADDLE > 3001%LI NT N ? 0
` I I ON INTERIOR SIDE
1 i @> c o N O 5.1%VENT 2'_8" c6 N O
5D, CDALIGN(�L OR 2868 1.- m m U Q 2"X 4" STUD FRAME INTERIOR PARTITION _
///20G8 j I HEIGHh m Lj C p -� z" GYPSUM BOARD ON EACH SIDE; USE
LINEN 2068 1 rl O ° I MOISTURE RESISTANT BOARD IN BATHROOMS
s'-8" N Ua USE CEMENT BOARD ON ALL SURFACES TO
I c o. X 2668 EOFEss
DC�wN I I a s D rw3445
2468 CV @� RECEIVE TILE. z
MARBLE o
�_— _-- �_ =J DDL KID'S BATH o 9 N 2"X 4" STUD FRAME WALL TO UNFINISHED O
--j—i—N --- ---
a EXHAUST VENT ALL Ib� CLOSET � ATTIC AREA. PROVIDE R-15 INSULATION AND
DRYWALL TO FINISHED SIDE Z
SII INTERIOR BATHS �. \ / \ I Q W
I I wl LINE OF -O HEIG T I 8'-0"CEILING HEIGHT @ WALL 4„ 4„ ~
of 2GG8 PROVIDE 2- I X 7- LVL HEADERS Q
lo'-0 4'-6" ABOVE ALL WINDOW5 UNLESS
b OTHERWISE NOTED. NEW WINDOW Q O
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2GG81N5ULATED \ W DOOR w/SELF CL 5E w �
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CLOSET ;� 8' 0" AB VE SUBFLR. z
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UNAUTffORIZED ALTERATION OR ADDITION TO TI-115 DRAWING AND RELATED DOCUMENTS I5 A VIOLATION OF5EC. 7205 OF THEN.Y.5. EDUCATION LAW
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ABOVE WITH DRAIN K o p V o O N W/ MIN. 3"X3"x8"WASHER @ PLATE
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SLAB, GIRDER, COLUMNS TO REMAIN I WITHIN GARAGE) _
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UNAUTHORIZED AL TERATION OR ADDITION TO TMS D IN 5
RAWG AND RELATED DOCUti9ENTS lS A VIOLATION OF SEC. 7209 OF THE N.Y,S. EDUCATION LAW
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O N GAF 30 YEAR ARCHITECTURAL z u O - G" O PVC pipe to new drywell5.
ASPHALT ROOF SHINGLES W/ 15# (ni O x
LU W co I N U RUNOFF CALCULATIONS: +�
@�> FELT OVER g" CDPLYWOOD WITH U>O x _ m
m ICE s WEATHER SHIELD @ PERIMETERS � m N @) 953 x . I G7 x 7.5 = 1 193 gallons of runoff
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8 . 05 . 15
UNAUTHORIZED LTERA
A TLO N OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OFSEC, 7209 OF THE N.Y.S. EDUCATION LAW
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NAILING SCHEDULE
2001 5530 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
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10'-0"%''VALL:4-8d PER J015T LC
CEILING J015T TO PARALLEL RAFTER, FACE NAILED SEE TABLE 3.7 EACH LAP
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HEADER T 0 HEADER FACE NAILED I Gd I G"O,IC ALONG EDGES
TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gci PER 2X4 STUD
3-I G I PER 2XG STUD
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LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST 14"X 14" LVL RIDGE;
51MP50N C520
JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PEP,J015T
BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST
CONNECTOR LL GAF 30 YEAR ARCHITECTURAL
1-1111111111111111.1.1-.1..............._................. ...._...... ... . ..-,,.....................................,..,...........,............. . . ... . ... . .. ...... _................ ASPHALT ROOF SHINGLES W/ 15#
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M 1 213 2 1 ICE �WEATHER SHIELD @ PERIMETERS
ROOF SHEATHING VALLEYS
ST R.ICTURAL PANELS S/yE�R•R. K-30 INSULATION *VENTED
4'PERIMETER:EDGE ZONE- I G"O/C - G"AT PANEL EDGES b. BAFFLES BETWEEN RAFTERS
8d AND AT INTERN.4EDIA T E SUPPORT IN THE PANEL FIELD 2X8 C.J. @ I G .C. C.
1NTER.IOR ZONE- I IG CIC- G"AT PANEL EDGES AND 12"AT 12 G
8d INTER1I4EDIATE SUPPORTS IN THE PANEL FIELD 101 �0 � 2- 74" LVL HEADER ABOVE
FOR ROOF SHEATHING WITHIN 4'-0"OF T HE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0"ON EACH SIDE OF THE RCOF PE.Af,THE 4'-0"PER;PAETER � PPING �
EDGE ZONE ATTACHMENT REQUIREhAE1€T5 SPiA!! P USED. � @J �\ � �
Off. 2x4 STUD FRAME MA T 2"X 4" STUD FRAME ERIOR WALL
�\ = ATTIC;ALONG PARTITION @ I G" O.C. W/ K-1 5 IN ULATION
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a YWDOD SUBFLOOK FASCIA LINES
INTERMEDIATE SUPPORT 5 IN THE PANEL FIELD
8d INTERIOR ZONE- I G"0/0- G"AT PANEL EDGES AND, 1 2"AT _-- 9 z" TY 2 10 F.J. @ 16" O.C. I � U M O
-- __.. . . TE FMEDIATE CUPP S E PA _ D BOPPED HEADER PROVIDE 51MF5
FIBERBOARD PANELS 7/1 G,_ Gd 3"EDGE/G"FIELD O - - I Z" LV i_2° C51 G STRAPPINGN
R 1N T PANEL PSL
LL
R 30 INSULATION 3 1 8 L D
25132" 8d 3"'EDGE 1 G"FIELD ONCCEIIL NG OVER AGARAGE
- - ------ .--•---- ......_..._ .... _ .. -----------..-._.. _._ ..
GYPSUM WALLBOARD 5ci COOLERS 7"EDGE 1 1 O' FIELD - EXISTING FIRST F OR TO
__. .__.._.-_-.._.... ............----..--_..__. _...._._ . ... __._-..- __. _. NEW GARAGE PL
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8a 4'EDGE ZONE - I G"O/C - G"AT PANEL EDGES AND 1 2"AT GARAGE � I—
HARDBOARD INTERNIIEDPATE SUP['OR",5 IN THE PANEL FIELD g � LV ROVE APPROX. CEILING EIGHT
N
" 2 L HEADER A 3 :!" DIAMETER STRUCTURAL o Z
86 ENTEREC;R20N� - 151k OfC G"AT PANEL EDGE5 AMD 1 2 As IN GARAGE- MAY VARY
CS20 STRAPPING STEEL COLUMN BURIED IN ° DEPENDING 01d G DE O ►W—
INTEPJvIEDIATE SUPPORTS IN THE PANEL FIELD 24"X 24"X 12" POURED mu room � Q
2"X G" ACQ SILL PLATE CONCRETE FOOTING (TYP.) GARAGE SLAB PL EMENT
FLOOR SHEATHING OVER TERMITE SHIELD ❑ CZ/
STRUCTURAL PANELS- I OR LESS 8d Go 1 12"FIELD OVER SILL SEAL; OUTLINE OF FLOOR HEI H
—PITCH SLA
/ " � �.... .._�..... ..... . B TOWARDS— Q O
PROVIDE SIMPSON CS20@ a / BEHIND GARAGE 0-/W/ LPT4 CONNECTORS DOOR
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" Nailing reqjire-nent5 are based orr%villi sheathing ra led G orches O-C. at the panel ecige. If wall Sheathing t5 ria:led 3 m4he5 O.C.at the panel edge to obta!n I—
h shear ca acuses, railer re-,�uireSrrent5 for Structural members Shall be cio.jbled,or alternate com,,r ctor5, 5u& as Shear bte5,Shall be used to mairtain the �" DIAMETER ANCHOR BOLTS z
p W/ 7" MIN. DEPTH @ 48" O.C. 4" POURED CONCRETE SLAB
load path. ON COMPACTED FILL WITH
W/ MIN. 3"X3"x3" WASHER @ PLATE
UNEXCAVATED W.W.M. G X G l lox 10
" When wall Sheat^.ro i5 cortinuoai5 over connected me nber5,the tabulated number of na15 5ha11 be permitted to be reduced to I-I Gd rail per foot. 8" POURED CONCRETE GAUGE WIRE (TYP. ALL AREAS
" Corrosion re5i5tart I I gac+e rocfinca nails anti I G ¢
ae 5t2rles are rerritttea, check IBC for additicnai read°„e^7e^1,s. FOUNDATION WALL W/ WITHIN GARAGE)
1'-4”X 8 d .; PR V.
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---------------------.-.---._._-__.-_-_------- '� 5 BUILDING 5 ECT I O N "All w a
DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
si�A,,-!ZPING
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Iv,IN1l\d',LIM UN°I'C)}:.Ir'SL.YDi`,•TF'.�51 rD LIVE I.C?r'P.5 .I) FRC3� ON'-DE-�"'4 SCALE: 4n — I '-0" Z
I! NAODE?,A7t TO I.tAI";• `J r
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F ITERI°�110P.Cr;Lt�ULr�TIOV CI= DAD LO.A0, GENERAL WIND PROTECTION CONNECTION NOTES C4 `�
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD x
AC 1UA. W] t-IT5 Of MATEREALS5 Kff IUNCfD' TO AJA. 10-99 and 2001 SBC High Wind Edition Wood Frame Construction U�
A;CMTECTUP,r'%;. r;l'HIC 15Tr6NDARD
Fasteners and Connectors for Wood Frame Construction
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1 . A continuous load path between footings, foundations walls, floors, studs and a� SCJ
>R )lJ Ii7 SNC IA1 OA') 4' I roof framing Shall be provided.
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5 1SPfG 2. Approved connectors, anchors and other fastening devices not included in
DESIGN`GSI CA:17EC,ORy fa the Standard Building Code, Table 2306. I shall be installed in accordance with
manufacturer's recommendations.
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atlas 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the Z
4 I f GCE? `O " E weather or subject to salt corrosion in costal areas, shall be stainless steel or
C rft,0;,y L' hot dipped galvanized.
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4. Where windows and doors interrupt wood structural panel sheathing and J
TABLE R30 I .G siding, framing anchors or connectors shall be- provided at the top and bottom in
Of Cripple studs, header studs, and at least one stud at each s de of opening,
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ALLC'1".Ali°E DFFL;.UT�ON OF�C-rPLlCTi..F4:fu O �
:5T RIJC;I L1k'AL MEAIlI�F R A1_LC3WAI3lt L7EFI_CC�TIC)N 5. Ridge straps shall be attached to each pair of opposing rafters except where
havEU Inc FMI collar ties of I xG or 2x4 lumber is located in upper third of attic space and U
tin =I G ba h rip f,n: d c Ali=na attach to each pair of rafters. Z
maIed to r Pt=�� G. Uplift connectors shall be provided at each rafter bearing. 0
ii#,ent-,.Willi c .3rt:b: n.3 Nf; .'.::3
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' LU
FIc a4 f,Ola3terecd Celli nc}s L.L`'�fO Q z
of exterior corners.
Ail ether t4-r4,:tura?�Kart,.G.t. P.f240 75
0
Fhem7,r w.3El,5 tvtl ;!fer r r IV'.7 k9 LLJ
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the o
fAe`" foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x
Erste.=rittIc r bu Ely-s{ , Icy zf with L;�' 01/8" washers. A minimum of one anchor bolt shall be provided within G to 12 C)
p«k�` inches of each end of each plate. Anchor bolts shall have a minimum embedment NF
t t�^ricr ma�r�Il�:->.a•k-rd Eca�l�,wiPh L,t 120 �
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be locate
i' x'I 1 f"'�"''' d within 12 inches of corners and at spacing not exceeding 4 feet on center. �• ' OJA1�Y Z
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PAGE:
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8 . 05 . 15
UNAUTHORIZED ALTERATION OR ADDITION TO THI9 DRAWING AND RELATED DOCUMENTS 45 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 7
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— 14"X 14" LVL RIDGE;
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BATH 2 BATN1SIMPSON C520
T— CONNECTOR(TYP. ALL) GAF 30 YEAR ARCHITECTURAL (�
I I I I Z" LVL RIDGE ASPHALT ROOF SHINGLES W/ 15# _1 C
b I lie 1 lie 11 1/4 1 u2 I lie 11/4 b 1 1/4 I s FELT OVER 8" CDX PLYWOOD WITH �
ICE $ WEATHER SHIELD @ PERIMETERS n
o ° I I $ VALLEYS 117— n
T t I 2 10 R R. @ I G" G.C. LLI t`
° SHOWER I _ — R-30 INSULATION * VENTED
SECOND FLOOR — —
BAFFLES BETWEEN RAFTERS F
• 2X8 C.J. @ I G" O.G.
2X(5G.T. I G' O.C. 12
2 3 1 1/4 3 2 U4 I 1/ LINE OF 7'-O c'
I HEIGHT @ RR O �10 z
I
C.0. INTERSECTION G�D 2x4 STUD FRAME O
PARTITION ALONG ATTI ;
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9:'!" LVL RIDGE �P� BATH HALL 0 FROV. R-1 5 IN5ULATIO
KITCHEN BATH I LAUNDRY ----- (I �J� MOISTURE RESISTANT GYP. c 1
2X5 PORCH R.R. @ I G" O.C. 2 DRYWALL TO FINISH IDE `U
2X4 C.T. @ I G" O.C. BOARD IN ALL BATHROOMS
--- — --T-- i I F.A I �� ATTIC ATTIC FASCIA w/VENTED SO FIT; C
i va va �� vz �1 va 1 va a ADJUST OVERHANG A II
LAV 4" PLYWOOD 5UBFLOOK; NEEDED TO ALIGN w/ (STING
INK D W SINK W M OUTLINE OF BARREL ALIGN w/ EXISTING 2nd FL. AREA FASCIA LINES '
CEILING IN PORCH AREA EXISTING CEILING BEAMS TO REMAIN r
'ASSUMED 2x8 EXISTING C.J.; `J
FIRST FLOOR HEADER A5 SHOWN ON PLAN IF 2xG, FROV. NEW 2x8 THRU OUT 51MF50N H7 CO ECTOR Q
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z va a z SLOPE" 1/4" PER FOOT PITCH TO DRAIN Q Q)
C.O.I a z 2" GYPSUP✓1 BOARD
a — TO EX15TING SUFFOLK COUr1TY 12" SQUARE COLUMN WITHTYPICAL ALL AREAS VIEXISTING 2"X 4" UD FRAME
DEPT.OF t1EALTl1 SERCES
APPROVED sEPT1c LINE. RAISED PANEL DETAIL AND EXTERIOR WALL T EMAIN; INTERIOR
4"C.I. HOUSE CAP $- BASE TO MATCH N ALTERATIONS A5 OWN ON PLANS.
TRAP PORCH ENTRY CLOSET LAUNDRY CLOSET MUDROOM BATH PROVIDE NEW R-15 INSULATION 2"
DRYWALL ON INTERIOR. SHEATHING
TO REMAIN t PATCH SIDING A5 NEEDED
"X 4" PORCH FLOORING
PLUMBING ISI 5 E R DIAGRAM ON 2xG D.J. @ I G" Q.C.
FROV. H4 CONNECTOR EXISTING SUBFLOOR R-19 INSULATION
NOT TO SCALE
BASEMENT 2- 2"X 8" ACQ GIRDER EXISTING F.J. @ I G" O.C.
DOUBLE J015T5 UNDER
AD SERIES CONNECTOR PARALLEL PARTITIONS EXISTING CRAWL SPACE
10" 50NOTUBE W/ POURED
CONCRETE FOOTING
20"X 20"X 8"d.
(TYPICAL ALL FOOTINGS)
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LL 75
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RAFTER
NOTCHED RAFTER BUILDING SECTION 11811 �, m
RAFTER
RIDGE RAFTEP� i =
RIDGE SCALE: 4 I -0 O
TOP PLATE
TOP PLATE O � �
WALL STUD
WALL STUD z
O
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
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2ND. FLOOR WALL STUD KING STUDS ry
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WOOD JOIST WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUDz
5UBFLOOR
BLOCKINGJOIST HANGER RIM BOARD HEADER
KET AS REQUIRED
GIRDER/HEADER 15T. FLOOR TOP PLATES JACK STUDS
9!!" LVL RIDGE w/
WOOD GIRDER WOOD JOIST 0520 CONNECTOR Z
IST FLOOR WALL STUD '—'
12 W a
110 W
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/NEADER 4 CT0. I " 0. � 2"X 4" NAILER5 Z
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TYPICAL MULTI-STORY CONNECTIONS 2" W �D M
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�- DEADE30APD CEILING -•� '�
BARREL
WALL STUD IST. FLOOR WALL STUD +' 2- 14"X 74" LVL HEADERS; U
BOTTOM PLATE L5TA21 TREAT FOR EXTERIOR ELEMENTS w C8
B
WALL STUD DOUBLE J01155T RBOARD.
19/ PROVIDE SIMP ON H2I5
BOTTOM PLATE IST. FLOOR PLATE C/)
BATHTUB SUBFLOOR - CONNECTOR TO RAFTERS �N, >s
DOUBLE JOIST
RIM BOARD
DOUBLE SILL PLATE s ._
� 6"611•
5"X 4" PORCH FLOORING
DOUBLE J015T FOR NON-BEARING WALLS FOUNDATION WALL ON 2xG D.J. @ I G O.C.
DOUBLE JOIST FOR UNDER A BATHTUB HTT22
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2- 2"x 6" ACQ GIRDER Z_
5THD8 r
V
15T. FLOOR TO FOUNDATION CONNECTIONS 10" 50NOTUBE W/ POURED Z
PROVIDE 112" SPACING CONCRETE FOOTING
m 20"X 20"X 8"d. J
BETWEEN THE END STUD OPENING ANCHORS - AT OPENINGS o
SILL GASKET AND THE 2 OTHER STUDS (TYPICAL ALL FOOTINGS) ()
OF 8'-0" AND LARGER ro
Z
FOR ALLOWING CONNECT CORNER STUD O Ln
® TERMITE SHIELD HOLDDOWN INSTALLATION ly
TO TRANSFER SNEAK
DBL. SILL PLATES FASTEN WITH I Gd PORCH SECTION z
(TO OVERLAP JOINTS) ® COMMON NAILS LS 6 O.C.
@
WIND RESISTANT CONSTRUCTION CONNECTORS
FOUNDATION WALL 51DEWALL CONNECTION LOCATION: PART NUMBER: NOTES: SCALE: 4" = I '-0" }
—ENDWALL RIDGE-TO-RAFTERS C520 @ 2 1" APPLY TO EACH PAIR OF RAFTERS W
SHEAR WALL CORNER CONNECTION RAFTER-TO-WALL H7 APPLY TO EACH RAFTERCZ
SILL PLATES TO FOUNDATION ANCHORING APPLY TO EACH RAFTER W o
RAFTER-TO-PLATE H8 or H2.5 N
NE
PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD ( n
2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 30" APPLY TO EACH WALL STUD JA U
HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUDS ycri Q
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CONSTRUCTION DETAILS � WIND LOAD PATH CONNECTION DETAILS CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD — � • „� ,, w z
SHEAR WALL HOLDDOWN ANCHOR 55TB 1 G APPLY TO EACH SIDEWALL END
NOT TO SCALE WRAP UNDER DOUBLE SILL PLATE �`P
I ST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) 0835133, ' PAGE:
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USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS POP PROPER WIND RESISTANT CONSTRUCTION. 8 . 05 . 15
FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
UNAUTHORIZED ALFffk4TION 09 ADDITION TD Tf115 DRAWIlV6 AND RELATED DOCUM5VT5 15 A VIOLATION OF5EC. 7205 OF Th'E N.Y.5, EDUCATION LAW (5