HomeMy WebLinkAbout42580-Z eaG Town of Southold 7/16/2020
0
P.O.Box 1179
53095 Main Rd
oyfjo� dap Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41253 Date: 7/16/2020
THIS CERTIFIES that the building ALTERATION
Location of Property: 330 Maple Ln., Orient
SCTM#: 473889 Sec/Block/Lot: 17.-3-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/17/2018 pursuant to which Building Permit No. 42580 dated 4/17/2018
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:
interior alterations to an existing single family dwelling as applied for.
The certificate is issued to Yuskavage,Lisa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42580 6/15/2018
PLUMBERS CERTIFICATION DATED 7/14/2020 E<ad Piecu
ho ' e Signature
4�SUFFnc��oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
oy • 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#: 42580 Date: 4/17/2018
Permission is hereby granted to:
Yuskavage, Lisa
345 E 57th St 16A
New York, NY 10022
To: Construct interior alterations to an existing single family dwelling as applied for.
Replaces BP# 40346
At premises located at:
330 Maple Ln., Orient
SCTM # 473889
Sec/Block/Lot# 17.-3-2
Pursuant to application dated 4/17/2018 and approved by the Building Inspector.
To expire on 10/17/2019.
Fees:
PERMIT RENEWAL $100.00
Total: $100.00
Bu nspector
TOWN OF SOUTHOLD
y, BUILDING DEPARTMENT
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#: 40346 Date: 12/15/2015
Permission is hereby granted to:
Yuskavage, Lisa
PO BOX 20703
New York, NY 10009
To: construct interior alterations to an existing single family dwelling as applied for.
At premises located at:
330 Maple Ln, Orient
SCTM # 473889
Sec/Block/Lot# 17.-3-2
Pursuant to application dated 12/4/2015 and approved by the Building Inspector.
To expire on 6/15/2017.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
a : $250.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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. l a y �—
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: �Sa- ✓ S Ka �-
Suffolk County Tax Map No 1000, Section /-7 Block 3 Lot o2
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: $ So pU
Applicant Signature
SO(p��®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road C Fax(631)765-9502
P.O.Box 1179 G ®C
• y® roger.richert(a)_town.southoId.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Lisa Yuskavage `f
Address: 330 Maple Lane city-Orient st: New York zip: 11957
Building Permit#: 42580 Section: 17 Block: 3 Lot: 2
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 Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt 23 Ceiling Fixtures 16 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-30A Emergency Fixture Time Clocks
Disconnect 22QA Switches 16 Twist Lock Exit Fixtures TVSS
Other Equipment: Change Service From Overhead To Underground.
Notes: Alterations to Second Floor, 2- Bath Fans.
Inspector Signature: Date: June 15, 2018
0-Cert Electrical Compliance Form.xls
Town HWI AmiemTelephone(631)765-1802
54375 Main Road
Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF ,90UMOLD
V
DR)
D
JUL 1 6 2020 CERTIFICATION
BUMPINGDEP't
7
MOLD Datea/4LO__
Building Permit No. L42-S90
Owner.
(Please Drint) LAAe-)- Or%
Plumber:_Rr aj I'l EC uCL - :a
Jv
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn.to before,me this
day ol�la I 20,W)
Dawn johnson
Notary Public,State Of NevvyOrk
1*,F=No 01J06349053
Qualified in Suffolk county
1V2
Commission Expires 10/ 0-20
Notary Pub(rii' '�L�_��\L-�County
�63 irag s 0
cou
TOWN OF, SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
I FOUNDATION I ST UGH PLUMBING
FQ�DATION 2ND INSULATION
F M FINAL
IN STRAPP.NG
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING,
REMARKS:
DAT -INSPECTOR
pF SO(/l
cou 1,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] NSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION.
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
V, FOY- C64&4A
DATE INSPECTOR -
OF SOUTyO�
# TOWN OF SOUTHOLD BUILDING DEPT.-
°`ycoum, 765-1802
�
INSPECT-ION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] 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:
DATE INSPECTOR
JANWF
r - r INVU2M 1 •
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IN5ULATION PEA N.Y.
s
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FAF
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N'%'��A:7 Wff
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 __-A sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 L/ ,Survey
South oldTown.NorthFork.net PERMIT NO. y 3 Check
Septic Form
N.Y.S.D.E.C.
--Trustees
—C.O.Application
Flood Permit
Examined 20 v�J I Single&Separate
llI e Storm-Water Assessment Form
D EC 4 2015
t i.�
: Contact:
I
Approved ,20 — - - ' i Mail to:
A�
V/
Disapproved a/c ,^__ C�✓'� �{�i-�._
Phone: 3 -,;17 '7c9 y3
Expiration ( � ,20
Z2
Building Inspector
APPLICATION FOR BUILDING PERMIT
Dated. , 20_L5
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building 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 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
ffggapplicant ofname, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises el �JS ka-Y
(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. �I390 2-/74
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on whichyroposed work will be done:
House Number Street 'Hamlet
County Tax Map No. 1000 Section' < < «= : Block.a , ,;:3.v+'.;-, 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 � —
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration Ll
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 '4
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 Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO `y
13. Will lot be re-graded? YES NO11 excess fill be removed from premises? YES NO 'V
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 or 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 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 dataon s rVey.
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,5� ��//'
�y✓1� k ee Y A 17 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the (:�10q��Z�/--
(Contractor,Agent, Corporate 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 to before me this
41b day of])CC eyy)6M 20 6 TRACEY L. DWYER
_4 4 �)60NOTARY PUBLIC,STATE OF NEW YORK ,/ /I�J� /
NO.01DW6306900
Notary Pu is QUALIFIED IN SUFFOLK COUNTY Signature of Applicant
COMMISSION EXPIRES JUNE 30,2-Oj 6
_ o��gUFFOI,��v -
Town Hall Annex �.�. Gym Telephone(631=1802
54375 Main Road C=I
1 Fax(631)734-9502
P. O. Box 1179 N =
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION-OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: Li;S0. `JcJS�o-woe
Location of Property:
Please take notice that the (check applicable line):
N residential structure
Addition to existing residential structure
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)
-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
ti
Roof framing (R)
Floor and roof framing (FR)
Signature: --
Name '(person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussResRegl5.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONE DESIGNATION OF CONSTRUCTION
(PMS) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
1.
4
1/2" STROKE
- - -- --- --- -----• 'DESIGNATI-ON'FORSTI2UCTU12•AL - - - --------
COMPONENTS
----COMPONENTS THAT'ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDENTIFICATION SIGN
CCWUANCE WITH 19 ItI1CCRR PART 120S4;. t
MTMSCa-e
CODES DIVISION EXAMFLE TRUSS IDENTIFICATION SIGN DATE:03J08/2005
NEW YORK STATE DEPARTMENT OF STATE
f DIVISION OF CODE "ENFORCEMENT
'- AND ADMINISTRATION
04
Town Hall Annex 1 f Telephone(631)765.1802
54375 Maier Road ,
P.O.Box 1179
Southold,NY 11971-0959 Q' (.
D
t
BUMDING DEPAU WENT JUN 12 2018
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECDONN ENDING DEPT,
WN OF SOUM0L
EQUESTED BY: Pro/Ylln-S 6GGri/ 0
Date:
Company Name:
Name: cLUS GZ.
License No.: s C7 2 6'
Address: 0 box
Phone No.:
JOBSITE INFORMATION: (*Indicates r r d ipfbrrnation) ? "
*Name: 1152. 05kRU(I qc. d•Ii' IWA(V
*Address: 'lam 30� �'Ia n.nr tiGh
*Cross Street: 9-4
*Phone No.: (J s
7 7-
Permit No.:
Tax-Map District: 1000 Section: -� Block. Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) (JJ� q/a dc
p
200 19r"n Over land A�) 200 19rno UVovr<1 sc��/CCS
1� rro.r f(-Lro on M(Vn o osif, w
(Please Circle All That Apply)
*Is job ready for inspection: (' YES/ NO. Rough In Final
*Do-you need a Temp Certificate: YES! NO
Temp information(if.needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350
400 Other
*New Service: Re-wnnect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
824;hNuest for Inspection Form
1
5UR\/EY OF PROPERTY N
SMATET ORIENT
TOMB SOUTHOLD
� SUFFOLK GOIMTY,NY E
waxvEYW 10-15-2006 (RIGHT OF KAY) LAM g
' SLPFOLK COUNTY TAX• E E
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LAND NOW OR FORMERLY OF >4 '
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AREA. 46 SF OR IDG ACRES WELL s JOHN C.EHLERS LAND SURVEYOR
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10" 6 FAST MAIN S[RELIr N.YS LIC NO 50202
RIVERHPAD,N.Y.11901
__ _ 369-8288FU369-,8287 RFA-%Wb-pwl--Vm101b1-1564- -
X 'D AS NOTED a1 31',,
ALL L i�+(1 Y ES V�
DATE: � I�1� B.P NE— (�,;'� `'�s�' - x TOWN ODES
.�.�.�. # AS REQUIRED f ��, ,� — OF
FEE ?( BY:
NOTIFY� BUILDING DEPARTMENT AT ���_._��• Uj , ,�,, KARD
765-12,02 3 AM' TO 4 PM FOR THE
FOI-LC`A1iNG INSPECTIONS: S ''r ;, '_ Y;, JSTEES
1. FCS,"•iI;ATION - TWO REQUIRED
F,'-l--. POURED CONCRETE -�--
2. r O JGH - FRAMING & PLUMBING
3. I : ULATION
4 E COMPOTE FORTOO.MUST OCCUPANCY OR
ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL
YORK
OF THE CODES OF NEW
STATE. NOT ,rSPONSIBLE FOR WITHOUT CERTIFICATE
)cSIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY -
PLUMBER CCRTlFICATIO�1d
ON LEAD CONTENT BEF��E
CERTI FICATE jp OCGGlP MY
SOLDER",USED IN W), -'' .FRUSS PLACARDING REQUIRED
SUPPLY-sYsrEM CAfN
EXCEED 2110 OF 1%
P l_IJ I i3lNG
ALL PLUMBING WASTE
&WATER LINES NEED
TESTING BEFORE COVERING
ANCHOR BOLTS REQUIREMENTS.
GENERAL NOTES: THE WOODS SOLE PLATE AT EXTERIOR WALLS ON MONOLITHIC SLABS AND WOOD
SILL
PLATE SHALL BE ANCHORED TO BE FOUNDATION WITH ANCHOR BOLTS SPACED
1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED A
MAXIMUM OF 6 FEET
DIMENSIONS. (1829 MM) ON CENTER. ANCHOR BOLTS SHALL ALSO BE Z�
l 1
2. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE OBSERVATION OF LOCATED 4
WORK. WITHIN 12 INCHES (305 MM) FROM THE ENDS OF EACH PLATE SECTION. IN SEISMIC
3. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE DESIGN CATEGORIES Dl AND Dl, ANCHOR BOLTS SHALL ALSO BE SPACED AT 6
LOCAL BUILDINGFEET
X&_
DEPARTMENT' PRIOR TO STARTING WORK. (1829 MM) ON CENTER, AND LOCATED WITHIN 12 INCHES (305 MM) FROM THE
ENDS OF t 'y
4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS,
EACH PLATE SECTION AT INTERIOR BRACED WALL LINES WHEN REQUIRED BY J,
CERTIFICATE OF L
OCCUPANCY, INSPECTIONS, ETC., FOR WORK PERFORMED FROM AGENCIES SECTION
JURISDICTION THEREOF. R602.10.9 TO BE SUPPORTED ON A CONTINUOUS FOUNDATION. BOLTS SHALL BE
5. CONTRACTOR SHALL FURNISH PROOF OF COVERAGE FOR ALL INSURANCES, AT k"',
BONDS, LEAST 1/2 INCH (12.7 MM) IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7
WORKERS' COMPENSATION, ETC., AS REQUIRED BY LAW AND/OR OWNER. INCHES
6. CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS AS REQUIRED TO PRECLUDE (178 MM) INTO MASONRY OR CONCRETE. INTERIOR BEARING WALL SOLE PLATES ON
INJURY TO MONOLITHIC SLAB FOUNDATIONS SHALL BE POSITIVELY ANCHORED WITH APPROVED
OWNER'S AND CONTRACTOR'S PERSONNEL. FASTENERS. A NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE
7. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR PLATE. EGRESS WINDOWS
TO SILLS AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES 1. MINIMUM EMERGENCY ESCAPE AND RESCUE OPENINGS FOR EVERY
STARTING OF THE WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT WHERE SLEEPING ROOM
SHALL BE A MAXIMUM OF 44" ABOVE THE FLOOR WITHA MIMUM NET
OF THE REQUIRE BY SECTIONS R322 AND R323. COLD—FORMED STEEL FRAMING SYSTEM CLEAR OPENING
DRAWINGS AND MAKE THE WORK AGREE WITH SAME. SHALL OF 5.7 S.F. (EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM
8. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WITH DISAGREES BE FASTENED TO THE WOOD SILL PLATES OR ANCHORED DIRECTLY TO THE NET CLEAR
WITH THAT FOUNDATIONS AS REQUIRED IN SECTION R505.3.1 OR R603.1.1. 2OPENING OF 5 S.F.)
. THE MINIMUM NET CLEAR-OPENING WIDTH SHALL BE 20"
AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP THE WORK AND 3. THE MINIMUM NET CLEAR OPENING HEIGH SHALL BE 24"
NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND LINTEL SCHEDULE. 4. ALL EMERGENCY ESCAPE AND RESCUE WINDOWS SHALL BE
CONTINUE OPERATIONAL FROM TEH
WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.
THEREFROM. FOR EACH 4" THICKNESS OF WALL (USE ONE 5/16" THICK ANGLE)
9. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE OPENING VERTICAL LEG HORIZONTAL LEG
PREVENTION AND 91-01, 69' 3-1/2"
BUILDING CODE, NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE,
AND l.ALL LINTELS TO HAVE 8" BEARING ON EACH END.
ALL RULES AND REGULATIONS OF THE 'LOCAL BUILDING DEPARTMENT'.
10. CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO
EXISTING LCY DESIGN 151 UFAYETTE ST. 2nd FL.
AREAS (INCLUDING LAWN AND SHRUBS). AREAS DAMAGED DUE TO NEW www.LCYdesigngroup.com NEW YORK, NY. 10013
CONSTRUCTIONMA PLE LANE P 212 226 3834 F 212 965 9553
SHALL BE RESTORED TO ITS ORIGINAL CONDITION. louisOLYCdesigngroup.com _
11. ALL MATERIALS TO BE USED IN THE WORK SHALL BE INSTALLED IN STRICT ASHRAF ALI PE, P.C.
CONFORMANCE WITH THE MANUFACTURES SPECIFICATIONS. 130 EAST 107TH STREET NEW YORK NY 10029
12. SHOP DRAWINGS (IF CALLED FOR ON DRAWINGS) SHALL BE SUBMITTED TO TEL: (212) 423-5730 FAX: (212) 423-5731
THE PROJECT
ARCHITECT PRIOR TO FABRICATION OF SAID ITEM. 330 MAPPLE LANE
13. ALL ITEMS N.I.C. (NOT IN CONTRACT) SHALL BE FURNISHED BY OTHERS. ORIENT, NY 11957
14. CONNECT DOWNSPOUTS TO DRYWELLS IF REQUIRED BY BUILDING 0 SHEET
DEPARTMENT. cr_l
15. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE L>J NOTES & PLOT PLAN
HOUSE AND
BLEND INTO EXISTING GRADE. W SEALle"'Ql kA l DATE 05-15-15
16. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING, CD RROJECT No
ELECTRICAL AND D WNG BY. Y.B
HEATING LINES OR DUCTS WHICH INTERFERE WITH NEW CONSTRUCTION.
17. ALL ITEMS REMOVED IN THE WORK SHALL REMAIN THE OWNER'S PROPERTY C BY: A.A
-��l No:
WITH THE a
EXCEPTION OF DEBRIS WHICH SHALL BE CARTED OFF SITE AND LEGALLY
DISPOSED OF. 0. 8 N - 100- 00
OPESSIO GADO FILE No:
1 OF 3
330 MAPPLE LANE
NEW YORK STATE BUILDING, CODE NOTES: 38. ALL EXTERIOR PLASTER INSTALLATION TO COMPLY WITH SECTION R703.7. SEE
FIGURE
22. ALL FOUNDATION WALLS TO COMPLY WITH SECTION R404 OF THE NYSBC. ALL R703.7-R70.
1. LIVE LOADS OF ONE AND TWO FAMILY HOMES TO COMPLY WITH SECTION R301.4 FOUNDATIONS WILL CONFORM TO SECTION R404.1.4. CONCRETE AND MASONRY 39. CEILING JOISTS AND RAFTER CONNECTION SHALL BE NAILED TO EACH OTHER IN
AND FOUNDATION WALL IN SEISMIC DESIGN SHALL COMPLY VATH,THE FOLLOWING : - ACCORDANCE WITH TABLE R602.3(1) AND R802.5.1(9) OF NYSBC.
TABLE R301.4 OF NYSBC. ROOF LOADS TO COMPLY WITH TABLE R301.5 AND R301.6 1. MINIMUM REINFORCEMENT SHALL CONSIST OF ONE NUMBER 4 HORIZONTAL 40. ROOF SHEATHING TO COMPLY WITH SECTION R803.1 OF NYSBC. SEE TABLE
2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF BAR LOCATED IN THE UPPER 12" OF THE WALL._ R803.1.
NOT 2. WALL HEIGHT SHALL NOT EXCEED 8'-0 41. BUILT-UP ROOFING TO COMPLY WITH SECTION R901, R902, R903, R904 AND
LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOM. THE MINIMUM OPERABLE AREA 3. HEIGHT OF UNBALANCED BACK FILL SHALL NOT EXCEED 4'-0" AND A MINIMUM 4905 OF
SHALL BE 4% OF THE FLOOR AREA. THICKNESS OF 71 NYSBC. MINIMUM PITCH TO BE 2:12. PROVIDE UNDERLAY TO COMPLY WITH R905.27.
3. ALL ROOMS TO COMPLY WITH SECTION R304 OF NYSBC. EVERY DWELLING UNIT 2" IS REQUIRED FOR PLAIN CONCRETE OR PLAIN MASONRY FLASHING TO COMPLY WITH R905.2.8.
SHALL FOUNDATIONS WALLS SHALL BE A MINIMUM OF 8" THICK. 42. ALL CHIMNEY AND FIREPLACES TO COMPLY WITH AND BE INSTALLED IN
HAVE A MINIMUM OF 7'-6" AND HALLWAYS, CORRIDORS, TOILET ROOMS, AND 23. ,ALL FOUNDATION REINFORCEMENT TO COMPLY WITH NYSBC SECTION R404.13. COMPLIANCE'
LAUNDRY SEE WITH CHAPTER 10 OF NYSBC. PROVIDE CLEARANCE TO COMPLY WITH SECTION
ROOMS SHALL BE 7'-0" HIGH. TABLES R404.1.1(1) TO R404.1.1(4) FOR MINIMUM STANDARDS. - R1001.15. ALSO SEE FIGURE R1003.1 FOR STANDARDS OF NYSBC. ALL FIREPLACES TO
4. TOILET, BATH AND SHOWER SPACES TO COMPLY WITH FIGURE R307.2 FOR 24. ALL FOUNDATION 'REINFORCEMENT TO COMPLY WITH-NYSBC SECTION-R404.13. BE PROVIDED WITH EXTERIOR AIR SUPPLY R1005.
MINIMUM SEE 43. ALL MECHANICAL EQUIPMENT TO BE INSTALLED IN COMPLIANCE WITH CHAPTER
FIXTURE CLEAR. TABLES R404.1.1(1) TO R404.1.1(4) FOR'MINIMUM STANDARDS.
5. ALL GLAZING IN WINDOWS, DOORS, SKYLIGHTS, ETC., SHALL COMPLY WITH 25. ALL WOOD FRAMING SHALL COMPLY WITH SECTION R501 OF NYSBC. FLOOR 12 OF
SECTION CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS ACCORDING TO THE NYSBC. PROVIDE ACCESS TO COMPLY WITH M1305.1. PROVIDE CLEARANCE FROM
R308 OF THE NYSBC. SEE TABLE R308.3 FOR MINIMUM CATEGORY OF CLASSIFICATION SECTION R301 AND TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING COMBUSTIBLE CONSTRUCTION(M1306), INSTALLATION(M1307 AND M1308).
AND NOTE SECTION R308.4 FOR HAZARDOUS LOCATIONS WHERE GLASS MUST BE STRUCTURAL ELEMENTS. 44. ALL HEATING AND COOLING EQUIPMENT TO COMPLY WITH CHAPTER 14 OF
USED. ALL GLASS MUST MEET CPSC16CFR STANDARDS. 26. SLEEPING ROOMS TO HAVE A MAXIMUM LIVE LOAD OF 30 PSF AND DEAD LOAD NYSBC.
6. MINIMUM EMERGENCY ESCAPE AND RESCUE OPENINGS FOR EVERY SLEEPING OF 10 1 45. KITCHEN AND DRYER EXHAUST SYSTEM TO-COMPLY WITH SECTION M1501,
ROOM PSF MAXIMUM. SEE SECTION R502.3.1. OTHER AREAS TO'HAVE A LIVE LOAD OF 40 M1502,
SHALL BE A MAX OF 44" ABOVE THE FLOOR WITH A MINIMUM NET CLEAR OPENING PSF. M1503, AND M1504 OF THE NYSBC.
OF 27. PROVIDE LATERAL RESTRAINT BLOCKING AT SUPPORT IN COMPLIANCE WITH 46. ALL DUCT SYSTEMS TO COMPLY WITH CHAPTER 16 OF THE NYSBC.
5.7 S.F. THE MINIMUM OPENING WIDTH OF 20" AND A MINIMUM HEIGHT MUST BE 24". SECTION 47. PROVIDE COMBUSTION AIR FOR ALL HEATING SYSTEMS IN COMPLIANCE WITH
ALL R502.7 CHAPTER
WINDOW LOCKS-TO COMPLY WITH SECTION R310.1.4. SEE SECTION R310 OF NYSBC 28. PROVIDE BRIDGING EVERY 8'-0" MAXIMUM IN COMPLIANCE WITH SECTION 502.7.1
FOR 29. ALL DRILLING AND NOTCHING SHALL COMPLY WITH SECTION R507.8 OF NYSBC 17 OF THE NYSBC -CHIMNEY AND VENTS(CHAPTER 18)-BOILER/WATER
STANDARDS. AND HEATER(CHAPTER
7. HALLWAYS AND CORRIDORS TO BE A MINIMUM OF 3'-0" WIDE(SEE SECTION FIGURE R502.8.
R311.4 AND 30. PROVIDE DRAFT STOPPING IN CONCEALED SPACES OVER 1000S.F. 20), HYDRAULIC PIPING(CHAPTER 21). SPECIAL PIPING AND STORAGE SYSTEM
EXTERIOR DOORS A MINIMUM OF 3'-0" X 6'-8" WITH APPROVED TYPE OF 31. ALL FLOOR SHEATHING SHALL COMPLY WITH TABLE-R503.1 FOR THE MINIMUM 48. ALL GAS PIPING TO COMPLY WITH CHAPTER 24 OF THE NYSBC.
LOCKING(R311.2). THICKNESS BASED UPON FLOOR SPACING AND TABLE R503.2(1) FOR ALLOWABLE 49. ALL PUMPING ROUGHING SANITARY, WATER SUPPLY, SEWAGE DISPOSAL,
8. STAIRWAYS SHALL BE A MINIMUM OF 3'-0" WIDE WITH A MAXIMUM RISER OF 81 SPANS AND LOADS FOR WOOD STRUCTURAL PANELS, SUB FLOOR SHEATHING, AND PROTECTION,
4" AND COMBINATION SUB FLOOR UNDERLAY AS WELL AS TABLE R503.2.1(2) - ALLOWABLE TRENCHING AND BACK FILLING, -VENTS AND PLUMBING FIXTURES TO COMPLY WITH
TREAD DEPTH OF 9"(R314.2). HANDRAILS TO COMPLY WITH SECTION R315.1 AND SPANS FOR PLYWOOD COMBINATION SUB FLOOR UNDERLAY. CHAPTERS 26,27, 28, 29, 30, 31 AND 32.
R315.2 32. WOOD BEARING WALLS TO COMPLY WITH SECTION R602.3.3, AND INTERIOR 50. ALL ELECTRICAL SERVICES, PANELS, WIRING, CONDUCTORS, TO COMPLY WITH
OF NYSBC. NONBEARING WALLS•TO COMPLY WITH R602.4. ALL FASTENERS TO COMPLY WITH CHAPTERS 33-37 OF NYSBC.
9. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM AND OUTSIDE IN, TABLE 51. ALL GAS PIPING TO COMPLY WITH APPENDIX A OF THE NYSBC.
HALLWAYS AND ON ALL FLOORS AS PER SECTION R317.1. THE POWER SOURCE SHALL R602.3(1) TO R602.3(5) 52. ALL VENTING SYSTEMS SERVING APPLIANCES TO COMPLY WITH APPENDIX B OF
COMPLY WITH SECTION R317.2 AND BE HARD-WIRED. 33. THE CONTRACTOR SHALL COMPLY WITH STANDARDS OF THE NYSBC CONCERNING THE
10. ALL BUILDINGS THREE STORIES HIGH MUST BE SPRINKLERED IN COMPLIANCE DRILLING AND NOTCHING OF WOOD STUDS AS PER SECTION R602.6, HEADERS NYSBC.
WITH -R602.7,
SECTION R317.3 OF NYSBC. FIRE BLOCKING -R602.8. 53. THE CONTRACTOR SHALL FOLLOW PROCEDURE FOR INSPECTING EXISTING
11. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF 34. FRAMING,AND CONNECTIONS FOR SEISMIC DESIGN CATEGORIES D1 AND D2 APPLIANCE
NOT SHALL INSTALLATION IN ACCORDANCE WITH APPENDIX D OF THE NYSBC.
GREATER THAN 200. INDEX NOT TO EXCEED 450. SEE R320.1 NYSBC. COMPLY WITH SECTIONS R602.11.1 THROUGH R602.11.3. ALL BRACING TO COMPLY 54. MINIMUM SOUND TRANSMISSION FACTORS (STC) TO COMPLY WITH APPENDIX K '
12. ALL INSULATION SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH OF THE
ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450. SEE R320.1 NYSBC. SECTION 602.10.11 WALL ANCHORS AND BOLTS TO COMPLY WITH SECTION R602.11.1 LCY DESIGN 151 LAFAYsMTE SF. 2nd FL.
13. MOISTURE-AND VAPOR RETARDS TO BE INSTALLED IN COMPLIANCE WITH SECTION BOLT WASHERS TO BE MINIMUM OF 3 NYSBC. + .LCYdeeigngroup.com NEW YORK,NY. 10013 -
R322.1 NYSBC. 16"X2"X2". CONTRACTOR TO OBTAIN ALL STANDARDS P 212 226 3834 F 212 955 9553
14. ALL LUMBER USED IN BUILDINGS SHALL COMPLY WITH SECTION R323 REGARDING REQUIRED. INTERIOR BRACED WALL PANEL CONNECTIONS SHALL BE FASTENED TO THE louie®LYCdee+gngroup.com
ANY FLOOR AND ROOF FRAMING IN ACCORDANCE WITH TABLE R602.3.1 TO REQUIRED ASHRAF ALI PE P.C.
DECAY RESISTANCE. SEE REFERENCES TO LOCATION, GROUND CONTACT, FOUNDATION IN ACCORDANCE WITH SECTION R602.11.1 AND TO THE FOLLOWING.
GEOGRAPHICAL AREAS, POSTS, POLES, COLUMNS, QUALITY MARKINGS AND130 EAST 107TH STREET NEW YORK NY 10029
FASTENERS. 1. FLOOR JOISTS PARALLEL TO THE TOE-NAILED TOP PLATE WITH AT LEAST 8D DESIGN CODE TAKEN FROM 2010 NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. TEL: (646) 639-8858 FAX: (212) 423-5731
AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD CONSTRUCTION MANUAL FOR
NAIL SPACED A MAXIMUM OF 6" O.C.
15. PROVIDE A TERMITE SHIELD IN COMPLIANCE WITH SECTION R324 OF NYSBC. s+EEr '
2. TOP PLATE LAPS SHALL BE FACE-NAILED WITH AT LEAST EIGHT 16D NAILS ON ONE- AND TWO-FAMILY DWEWNGS (WFCM) AS PER NEW YORK STATE RESIDENTIAL
16. IF THE SUBJECT DWELLING IS IN A FLOOD ZONE, SEE SECTION R327 NYSBC FOR 330 MAPL
CONSTRUCTION CODE : R301.2.1.1 - E LANE
CONSTRUCTION COMPLIANCE AND DETAIL REQUIREMENTS. EACH SIDE. C+ N ORIENT, NY 11957
17. SOIL LOAD BEARING VALUES SHALL COMPLY WITH TABLE R401.1.1 OF THE SEE FIGURE R 602.11.3 FOR STEPPED FOOTINGS IN THE NYSBC. �(�. N
NYSBC. 35. ALL EXTERIOR WINDOWS AND DOORS TO BE INSTALLED IN COMPLIANCE WITH O A
18. COMPRESSIVE STRENGTH OF CONCRETE SHALL COMPLY WITH TABLE R403.1 OF SECTION � ,O� NOTES
NYSBC. R613.5 CONCERNING ANCHORAGE METHODS. NOTE THAT NASSAU COUNTY IS A
HURRICANE ZONE-OF 110 TO 120 MPH. SECTION R613.2 PERFORMANCE, SECTION y Yt
19. MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS SHALL COMPLY WITH r-
TABLE R613.3. TESTING AND LABELING, SPECIFICATION, AAMA/NWWDA 101/1.5.1 SECTION
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R613.6 -MULLIONS n `''' f PRO�`�"'
R403.1 OF NYSBC. mon�+xNo ev �r
36. GYPSUM WALLBOARD INSTALLATION AND MATERIALS TO COMPLY WITH SECTI
20. ANCHOR Z r, r.�
ANCHOR BOLTS SHALL BE INSTALLED IN COMPLIANCE WITH SEISMIC DESIGN R702.3 ct1 2
CATEGORY FOR THE LOCATION OF THE SUBJECT PROPERTY AS REQUIRED IN SECTION '°`en AA
AND CERAMIC TILE TO SECTION R702.4. �/ om Nm
R403.1.6, WITH A 4'-0" MAXIMUM SPACING AND WITHIN 12" OF CORNERS. 37. ALL EXTERIOR•SIDING TO COMPLY WITH SECTION R703 AND WEATHER-RESISTANT A O 4��� �`
21. .MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN SHEATHING PAPER TO COMPLY WITH SECTION R703.2. WOOD SHADES AND SHINGLES >a� N-1 01 .0 0
HEATED TO SECTION R703.5 SEE TABLE R703.4, R703.5.2 AND R703.7.3. SOF FS lON
BUILDINGS TO COMPLY WITH TABLE R403.3 OF THE NYSBC.
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RESIDENTIAL CODE OF NEW YORK REFERENCE SECTIONR613
1. SECTION R613
EXTERIOR WINDOWS AND GLASS DOORS. 11. R613.5.2.2 WOOD OR OTHER FRAMING MATERIAL. WHERE THE FRAMING 21. HEATING SYSTEMS SHALL BE EQUIPPED WITH ADJUSTABLE THERMOSTATS
2. R613.1 GENERAL. SECTION PRESCRIBES PERFORMANCE AND CONSTRUCTION MATERIAL IS FOR THE
REQUIREMENTS FOR EXTERIOR WINDOW SYSTEMS INSTALLED IN WALL SYSTEMS.
WATERPROOFING, SEALING AND FLASHING SYSTEMS ARE NOT INCLUDED IN THE-SCOPE WOOD OR OTHER FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES REGULATION OF TEMPERATURE FOR EACH ZONE. THE THERMOSTAT RANGE SHALL
SHALL BE
3. THIS SECTION. BE ANCHORED THROUGH THE FRAME, OR BY FRAME CLIP, OR THROUGH THE LIMITED TO MINIMUM SETTINGS OF 45 DEGREES F., A MAXIMUM SETTING OF 75
3. R613.2 PERFORMANCE. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO DEGREES F.; AND SHALL BE EQUIPPED WITH A READILY ACCESSIBLE MANUAL OR FLANGE.
RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR
HEIGHT ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION TO ADEQUATELY AUTOMATIC MEANS TO PARTIALLY RESTRICT OR SHUT DOWN THAT ZONE DURING
AND EXPOSURE PER TABLE R301.2(3). TRANSFER LOAD [FIGURES R613.5(6), R613.5(7) ABD R613.5(8)]. PERIODS OF NON-USE OR REDUCED NEEDS.
4. R613.3 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL 12. R613.6 MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW AND GLASS 22• EACH MECHANICAL EXHAUST VENTILATION SYSTEM SHALL BE EQUIPPED WITH
BE DOOR A TIGHT
TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL ASSEMBLIES. SHUTOFF DAMPER AT THE BUILDING ENVELOPE TO PREVENT INFILTRATION OF
IDENTIFYING 13. R613.6.1 MULLIONS. MULLIONS SHALL BE TESTED BY AN APPROVED TESTING OUTSIDE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING AIR WHEN THE SYSTEM IS NOT IN OPERATION. DAMPERS, SHALL HAVE A
AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING
SPECIFICATION: PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA CITED IN MAXIMUM
5. AAMA/NWWDA 101/I.S.2 SECTIONS, LEAKAGE RATE OF 20 CFM/SQ.FT. OF FACE AREA.
EXCEPTIONS: R613.6.3 AND R613.6.4. 23. ALL WATER DISTRIBUTION AND SANITARY DRAINAGE PIPING INSTALLED IN
1. DECORATIVE GLAZED OPENINGS. 14. R613.6.2 LOAD TRANSFER. MULLIONS SHALL BE DESIGNED TO TRANSFER THE UNHEATED
2. EXTERIOR WINDOW AND DOOR ASSEMBLIES NOT INCLUDED WITHIN THE SCOPE OF DESIGN SPACES WITHIN THE BUILDING SHALL BE THERMALLY INSULATED IN ACCORDANCE
AAMA/NWWDA 101/I.S.2 SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330. PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO THE WITH
ASSEMBLIES COVERED BY THIS EXCEPTION CONTAINING GLASS SHALL COMPLY WITH ROUGH THE NYSBC. DECAY, REFERENCES TO LOCATION, GROUND CONTACT,
SECTION R308.5. OPENING SUBSTRATE. GEOGRAPHICAL
3. STRUCTURAL WIND LOADS DESIGN PRESSURES FOR WINDOW UNITS SMALLER 15. R613.6.3 DEFLECTION. MULLIONS- SHALL BE CAPABLE OF RESISTING THE AREAS, POSTS AND POLES.
THAN DESIGN 24. HEATING SYSTEMS TO COMPLY WITH NYSBC. AND MEET MINIMUM EFFICIENCY
THE SIZE TESTED IN ACCORDANCE WITH THIS SECTION SHALL BE PERMITTED TO BE PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE STANDARDS. SERVICE WATER HEATING SYSTEMS SHALL BE LIMITED TO A MAXIMUM
HIGHER THAN THE DESIGN VALUE OFTHE TESTED UNIT PROVIDED SUCH HIGHER
PRESSURES ARE DETERMINED BY ACCEPTED ENGINEERING ANALYSIS. ALL SUPPORTED WITHOUT DEFLECTING MORE THAN L/175, WHERE L=THE SPAN OF TEMPERATURE SETTING OF 140 DEGREES F. AND SHALL BE EQUIPPED WITH A
COMPONENTS OF THE SMALL UNIT SHALL BE THE SAME AS THE TESTED UNIT. WHERE MULLION IN INCHES. SEPARATE SWITCH OR VALVE TO SHUT DOWN*THE ENERGY SUPPLIED. HOT WATER
SUCH CALCULATED DESIGN PRESSURES ARE USED THEY SHALL BE VALIDATED BY AN 16. R613.6.4 STRUCTURAL SAFETY FACTOR. MULLIONS SHALL BE CAPABLE OF SYSTEMS CIRCULATING PUMPS SHALL BE ARRANGED AS TO BE AUTOMATICALLY
ADDITIONAL TEST OF THE WINDOW UNIT HAVING THE HIGHEST ALLOWABLE DESIGN RESISTING A OR
PRESSURE - LOAD OF 1.5 TIMES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND MANUALLY TURNED OFF WHEN THE SYSTEM IS NOT IN OPERATION.
6. R613.4 WIND-BORNE DEBRIS PROTECTION. PROTECTION OF EXTERIOR WINDOWS DOOR 25. ELECTRICAL SUPPLY AND LIGHTING SYSTEM SHALL BE INSTALLED AS TO
AND ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL PROVIDE
GLASS DOORS BUILDINGS LOCATED IN HURRICANE PRONE REGIONS FROM STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE 1.5 TIMES THE EFFICIENT DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN ACCORDANCE WITH
7. R613.5 ANCHORAGE METHODS. THE METHODS CITED IN THIS SECTION APPLY
WIN-BORNE DEBRIS SHALL BE IN ACCORDANCE WITH SECTION R301. DESIGN NYSECCC STANDARDS AND SPECIFICATIONS. THE MAXIMUM TOTAL VOLTAGE DROP
ONLY TO PRESSURE LOAD SHALL BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT SHALL NOT EXCEED 3% TO THE FINAL DISTRIBUTION PANEL. WHEREVER-
ANCHORAGE OF WINDOW AND GLASS DOOR ASSEMBLIES TO THE MAIN DEFORMATION SHALL NOT EXCEED- 0.4% OF THE MULLION SPAN AFTER 1.5 TIMES PRACTICAL
FORCE-RESISTING SYSTEM. THE SWITCHING EFFECTIVE COMPLEMENTARY USE WITH NATURAL LIGHTING. ALL
8. R613.5.1 ANCHORING REQUIREMENTS. WINDOWS AND GLASS DOOR ASSEMBLIES DESIGN PRESSURE LOAD IS REMOVED. UTILIZATION EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS THAN 85%
SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S 17. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY UNDER RATED LOAD CONDITIONS. CORRECTIVE DEVICES INSTALLED FOR
RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE OF
ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION INSULATION AT PLATE LINES. SILL LINES AND CORNERS. WITH CODE SHALL BE SWITCHED WITH UTILIZATION
MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS 18. ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE
DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. PROTECTED BY A COMPLIANCE
9. , R613.5.2 ANCHORAGE DETAILS. PRODUCTS SHALL BE ANCHORED IN ACCORDANCE VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION.
R613.5(3), R613.5(4), R613.5(5), R613.5(6), R613.3.5(7), AND R613.5(8).
WITH THE MINIMUM REQUIREMENTS ILLUSTRATED FIGURES R613.5(1), R613.5(2), 19. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES. OPENINGS NOTE: LCY DESIGN 151 UFAYETTE ST. 2nd FL.
www.LCYdeeigngroup.com NEW YORK, NY 10013
10. R613.5.2.1 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WHERE BETWEEN WALLS AND ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT ALL FRAMING DESIGNS BASED ON AMERICAN FOREST AND P 212 228 3834 F 212 085 0553
THE PENETRATION OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND louse®LYCdeeigngroup.com
WOOD SHIM OR BUCK THICKNESS IS LESS THAN 11 ALL PAPER ASSOC. (AF&PA) WOOD
2" (38MM), WINDOWS AND GLASS OTHER SUCH OPENINGS IN BUILDINGS PERIMETER. SHALL BE CAULKED GASKET. FRAME CONSTRUCTION AMNUAL FOR ONE AND TWO FAMILY PRO-T ASHRAF ALI PE, P.C.
DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP AND WEATHER-STRIPPED OR OTHERWISE SEALED. 130 EAST 107TH STREET NEW YORK NY 10029
ANCHORS SHALL BE EMBEDDED DIRECTLY INTO THE MASONRY, CONCRETE OR OTHER 20. ALL EXTERIOR DOORS AND WINDOWS SHALL BE DESIGNED TO LIMIT AIR DWELLING (WFCM) TEL: (646) 539-8858 FAX: (212) 423-5731
SUBSTANTIAL SUBSTRATE MATERIAL. ANCHORS SHALL ADEQUATELY TRANSFER LOAD LEAKAGE INTO CONTRACTOR TO FOLLOW THE GUIDELINES SET FORTH IN THIS
FROM THE WINDOW OR DOOR FRAME INTO THE ROUGH OPENING SUBSTRATE. [SEE OR OUT OF THE BUILDING. FOR DOORS, THERMAL TRANSMITTANCE MAY NOT MANUAL AND REFER TO 330 MAPLE LANE
FIGURES R613.5(1) AND R613.5(2).] EXCEED U CHAPTER 9 OF THE MANUAL. ORIENT, NY 11957
IWHERE THE WOOD SHIM OR BUCK THICKNESS IS 1.5 INCHES OR GREATER, THE BUCK OF .40, INFILTRATION LOSS FOR ENTRANCE DOORS SHALL-NOT ,EXCEED, (A) FOR
SECURELY FASTENED TO THE MASONRY, CONCRETE OR OTHER SUBSTANTIAL SWINGING DOORS 10 CFM/SQ.FT. OF DOOR AREA, (B) FOR SLIDING GLASS DOOR towiNC NOTES
SUBSTRATE AND THE BUCK EXTENDS BEYOND THE INTERIOR FACE OF THE WINDOW 0.5 �� �pa ,p
OR CFM/SQ.FT. OF DOOR AREA AS PER NYSBC. WINDOW THERMAL TRANSMITTANCE NA9UR o,E ++-24-111
DOOR FRAME, WINDOW AND GLASS DOOR ASSEMBLIES SHALL ANCHORED THROUGH MAY
THE JAMB, OR THROUGH THE FLANGE TO THE SECURED WOOD BUCK. ANCHORS NOT EXCEED U OF 0.58; INFILTRATION LOSS FOR WINDOW UNITS SHALL NOT g' R ecr No
SHALL d WNo Or. Ly
EXCEED - U
BE EMBEDDED INTO THE SECURED WOOD BUCK TO ADEQUATELY TRANSFER LOAD
or. AA
FROM THE WINDOW OR DOOR FRAME ASSEMBLY. [FIGURES R613.5(3), R613.5(4) AND 0.5 CFM/LINEAR FOOT OF OPERABLE SASH CRACK. �� <Q o No
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1 I I 1 I 1 1 130 EAST 107TH STREET NEW YORK NY 10029
I I I I I I I I I I I I I I I I I I I I I TEL: (646) 639-8858 FAX: (212) 423-5731
1 1 1 I I 1 I I PROJECT
I I I I 330 MAPPLE LANE
1 1 1 1 1 1 1 I I Iv ORIENT, NY 11957
II II
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I I I I SECOND FLOOR PLAN
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330 MAPPLE LANE
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330 MAPLE LANE
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330 MAPLE LANE
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'APPLE LANE 3 OF 3
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