HomeMy WebLinkAbout40191-Z ��Q�gVfFDL,grC�� Town of Southold 11/10/2015
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37899 Date: 11/10/2015
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 3625 Delmar Dr, Laurel
SCTM#: 473889 Sec/Block/Lot: 125.4-4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/20/2015 pursuant to which Building Permit No. 40191 dated 10/20/2015
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:
"AS BUILT"ALTERATIONS TO AN EXISTING ONE FAMILY FOR AN ACCESSORY APARTMENT AS
APPLIED FOR
The certificate is issued to Palmieri Jr,Frank
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40191 11-05-2015
PLUMBERS CERTIFICATION DATED 11-05-2015 dFrank J. Palmieri Jr
Aut e Sign ure
gUFFill�c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
� 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#: 40191 Date: 10/20/2015
Permission is hereby granted to:
Palmieri Jr, Frank
3625 Delmar Dr
Laurel, NY 11948
To: As built alterations to an existing single family dwelling (for accessory apartment) as
applied for.
Replaces BP# 38353
At premises located at:
3625 Delmar Dr, Laurel
SCTM # 473889
Sec/Block/Lot# 125.4-4
Pursuant to application dated 10/20/2015 and approved by the Building Inspector.
To expire on 4/20/2017.
Fees:
PERMIT RENEWAL $548.00
Total: $548.00
Build'ng Ins ctor
SUFratTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • ' SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38353 Date: 9/24/2013
Permission is hereby granted to:
Palmieri Jr, Frank
3625 Delmar Dr
Laurel, NY 11948
To: As built alterations to an existing single family dwelling (for accessory apartment) as
applied for.
At premises located at:
3625 Delmar Dr, Laurel
SCTM # 473889
Sec/Block/Lot# 125.4-4
Pursuant to application dated 9/16/2013 and approved by the Building Inspector.
To expire on 3/26/2015.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,096.00
CO -ALTERATION TO DWELLING $50.00
Total: $1,146.00
Building Inspec
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. �c�el- /t/, 20
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 2MOIMr
House No. Street Hamlet
Owner or Owners of Property: a
Suffolk County Tax Map No 1000, Section t Block el Lot
Subdivision / Filed Map. Lot:
L
Permit No. d Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certifidate Final Certificate: ✓/ (check one)
Fee Submitted: $ ��
App cant Signature
pF SOU��®�®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 CA
roper.riche rt(-town.southo Id.ny.us
Southold,NY 11971-0959
®l�c®UBVTy,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Palmieri
Address: 3625 Delmar Drive City: Laurel St: New York Zip: 11948
Building Permit#: 40191 Section: 125 Block. 4 Lot- 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: "AS BUILT' DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO Detectors 1
Sub Panel A/C Blower Range Recpt 40A Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt1-30 Emergency Fixtures Time Clocks
Disconnect Switches 17 Twist Lock Exit Fixtures 11 TVSS
Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" -" NO VISUAL DEFECTS"
3 Exhaust Fans
Notes
Inspector Signature: Date: November 5, 2015
Electrical 81 Compliance Form.xls
*pF SOUTyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 �0 Y
BUILDING DEPARTMENT
- TOWN OF SOUTHOLD
)
L�
NOV P 9 2015
i3[Dc DEPT. CERTIFICATION
TOWN CF SOUTHOLD
Date:
Building Permit No. d/j��
Owner: 4/e j t6f 4-e,,) /2
(Please print)
-------___-------P_lumber:------------- ----------------- ---- --------------- ------ -
------------------ ------ (please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
lumbers Signatu e
Sworn to before me this
day of 0 eyembf , 20 1 S-
Notary Public, "�(TT--O/k—County
A"nv'� 4l A-) d
BARBARA H.TANDY
Notary Public, State Of New York
No. 01 TA6086001
Qualified In Suffolk County 1,9
Commission Expires 01/13/20
_1
t
ROUGH FRAAWI
PLUNWING
L -
1
STATB ENERGY CbPE
I1•�� ��M '-_ - - -
? '. ` {°
ADDrrioNAL coN=NTS
IMINIMEM
• :_ �.
�:� ,. . M. _
OF SO(/r�olo �
GG y ONiY,�
civ f
TOWO N OF SOUTHOLD BUILDING DEPT.
-1802
1 -NSP ION
[ ] FOUNDATION 1ST [ ] RO PLUMBING
[ ] FOUNDATION 2ND [ SULATION
[ ]
FRAMING /STRAPPING ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] CAULKING .
REMARKS: -��
p
DATE A1JZ0 INSPECTOR
OE SOUry�lo 1-0
OOUM`I,
TOWN OF SOUTHOLD BUIL ING DEPT.
765-1802
INSPECTION '
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
or
[ ] FIREPLACE & CHIMNEY VI.FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE t �� INSPECTOR
ARCHITECTURAL DESIGNS
November 6, 2015 N F
Town of Southold
Building Department NOV 9 2015
54375 Main Road
P. O. Box 1179 BLDG DEPT
Southold,NY 11971-0959 __TOWN OF SOUTHOLD
Re: 3625 Delmar Drive
Laurel,NY
Sect: 125 Block: 4 Lot: 4
Certification Letter
To Whom It May Concern:
I, Erik A. Bjorneby, RA#032438, certify that the construction activities for the above referenced
site have been completed in accordance with Building Permit#40191 and per the submitted
drawings.
If you have any questions or require additional information, please feel free to contact me.
Sincerely, \S�ERED j
B,!p,��'S/�tc�
)
N
ERIK A WORNEBY,RA -1 032438 Q�
SOP NEW�O
1 of 1
4250 Veterans Hwy Ste 2040W • Holbrook,New York 11741 • 631 319.1047 telephone • 631.319.1049 fax • ernkb@eabarchitecture.com
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
---BU11 DING 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
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
`Phone: (A-0
Expiration 20li", �3
Bnspect
APPLICATION FOR BUILDING PERMIT g
Date ree 20 l3
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 agree&to_cninpl-y—with-al•1-a icable laws, ordinances, building code, housing code, and regulations, and to admit
auth YD d 1_�spnto �P��nics building for necessary inspections.
c° 1 G 2013 (Signa e of applicant or name,if a corporation)
BLDG
DEPT T4 2—r P/near 'Oy Lj 0f f 9�Ilf`a
TOWN OF NUTHOLD (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 corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section lZ� Block Lot 7
Subdivision Filed Map No. Lot
h
2. State existing use and occupancy of premises and intended use d occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancyrl
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 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
13. Will lot be re-graded? YES NO It Will excess fill be removed from premises? YES NO
14. Names of Owner of premises - ,�>l�/,���` Address Phone No. 0,(w1n ktl qXW
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 data on survey.
18. Are there any covenants and restrictions with respect to this property? * YEST 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,
(S)He is the
(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;66Attj?atljli6 hwiIt be
perfonned in the manner set forth in the application filed therewith. Notary Public,,tate of Now York
No.01 BU6185050
Qualified in Suffolk County
Sworn to before me this, f _ commission t=xpires April 14,2_L�
t�,4l day of ` nn ►fit 20
Notary Public Signature of<pplicant
GENERAL NOTE5 CONCRETE STEEL Project:
5ASE ��ENT A IN I. ALL VM IS TO CONFORM TO THE RULES AND REGULATIONS OF THE I. ALL CONCRETE WORK SHALL CONFORM HATH THE REWIREMEM OF THE ALL STEEL.F GATT
LOCAL BUILDING DEPARTMENT AND THE N.Y.S.BUILDING CONSTRUCTION AMERICAN CONCRETE INSTITUTE A.W.318 LATEST EDITION. I' SPECIFICATIONS FOR�Tu� SHALL T To w5c BA5EMENT APARTMENT
fi F 20'1 LD t'«S 1'e;I r,..: CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED 2. CONCRETE CiONTWTOR TO SET AND PLACE FORMS KITH STRICT
AS,RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM,FLOOR AND 6RADE ELEVATIONS. 2. ALL 5TRUGTURAL STEEL SHALL BE A5TM A-36,EXCEPT 5TRUG111RAL.TUBE 3625 Delmar Drive
DATE: �y),-'--� I I RES I DENS
AC.GORDANGE WITH ALL STATE AND/OR LOCAL CODES. WEIGH SHALL BE ASTM A500 GRADE B.AND STRUCTS.PIPE MIGH
�. n 3. CONCRETE PROTECTION FOR REIN SFIALL CONFORM TO LATEST SHALL BE ASTM A501.
FEE _ �',:.__ _��- � 2. ALL ELECTRICAL WORK TO BE FIREVNDERARITER'S INSPECTED AND A.C.I.SPECIFICATION. LGWre 1, New York 11148
NO, � 13U;L�;; i i' :N AT' APPROVE. SUBMIT CERTIFICATE TO ON6ERUPON RECEIPT. 4. ALL TEMPERANJRE REINFORCING,SHALL BE SUFFICIENTLY EMBEDDED TO S. ALL 5TR11GTVRAL STEEL 05W AS,EXTERIOR WALL LINTELS SHALL BE
F I i3 f1Ni Tr, :I ; ,'. FCRTHE d 62 5 E L E�) F, 1 \/E FOi_Lo!"JI�'G ii S ECiIGT: 3. ELEGflRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL DEVELOP FUIJ-STRENGTH IN ALL CONCRETE WALLS AND SLABS. GALVANIZED. SECT: 125 ELK: 4 LOT:4 ZONE:R-40
FOR ADEd1AGY IN PROVIDING NEN ELECTRICAL INSTALLATIONS AS S. PROVIDE ADEQUATE TIES FOR ALL STEEL.RENr-ORCED IN SLABS,BEAMS, 4. BEAM CONNECTIONS SHALL BE DESIGNED TO NTHSTAND ONE-HALF THE
1. FOUP'UATI:;N - TV''0 R-QUIRED I SHOWN ON THE PLANS. UPGRADE,SERVICE,METER AND PANEL AS MAY PIERS,AND WALLS,REINFORCED TO BE HED AT CORRECT DISTANCE MAXIMUM ALLOWABLE UVIFORM LOAD FOR THE PARTICULAR BEAM AND
FOR POURED CC?.!CF-171 E I/ BE REWIRED. FROM FORMS AND EARTH BY STS.GHAIR5 OR TIES. SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWIN65, CONTRACTORS-
.. INSULA - FFytii i1l�G F� FLU`1LI�w0 L A U L NEV� 0 j� I I � 4 0 4. ALL RIMING WORK TO BE IN STRICT ACCORDANCE WITH KYS.CODE WfIGI$VER 15 GREATER�! !� 1 � 6. FOLI-OW G.RSa.RULES FOR PLACING ALL REINFORCING 5TE3..AND
3. INSULATION / AND ALL APPLICABLE LOCAL R66ULATIONS. AGGESbOWE5. S. VE.DING SHALL BE IN ACCORDANCE WITH AH5 SPECIFICATIONSU51N6
4. FINAL - CONSTRUCTION f:4LUS MO-XX ELECTRODES.
BE COMPLETE F0:( C.O. S. GONTRAGTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTORS 7. GONTRIIGTOR SHALL SUBMIT CONCRETE MIX R�ORT NgTH CAMPRE5510N
TOV�N
UTHOLD
LIABILITY,WORKMAN'S GOMPBr5ATI0N.COMPLETED OPBtAT10N5.ETC. TEST RESULTS TO ENGINEER FOR REVIBN PRIOR TO 5TARTIN6 FOUNDATION6. ALL BOLTS SHALL BE ASTM A-3Z5N AND SHALL BE INSTALLED TOA 5M16
ALL CONSTRUCTION Sf-!.ALL ��E:}�T Ta-IL
REQUIREMENTS UIREP�ENTS OF THE CODES EF N`-1L ADEQUATE FOR THE PUIRPOSES OF THIS PROJECT AND FURNISH FROM OF CONSTRUCTION. CONDITION AS DEFINED IN AISC SPECIFICATIONS.
SAME TO
YORK STATE. NOT RESF'ONSI LE FOR TLE OWNER PRIOR TO GOhIMENGINIG NTH WORK. I ALL V131X R9 SHALL BE CURRENTLY CERTIFIED.THE FOLLOKN6
8. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROM THE CONCRETE GL9RTiFIGATIONS ARE ACCEPTABLE, HEY{YORK STATE,NEN YORK CITY
D'---SIGN OR CONSTRUCTION ERROR' I �(' ° ERI <
° '� I 6. EACH SUBGONORKMOR SHALL SUBMIT N,GIABI IT HIS,INSURANCE PLACED EACH DAY E ACCORDANCE ANTHND CONCRETE SPECIFICATIONS.
T E C-,� I I � RA COVERAGE(WORKMAN'S COMPENSATION,LIABILITY,DISABILITY)TO TESTING SHALL BE PERFORMED AT'1 AND 28 DAYS. �•��ILDIN65,OR TESTING'LABORATORY CERTIFICATION TO THE
AWS,CODE
/ THE OWVt3t PRIOR TO GON7MEIGING WORK EACH SUBCONTRACTOR 5HWL Q ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST
SUBMIT LIEN Rl3EASE5 PRIOR TO RLEQUE511N6 FINAL PAYMENT. CROSS AIRES OF EACH SHEET'15 NOT LE56 THAN THE SPACING of THE PAINTING
..�Ji`f'«; ; CE,`?TlFICATION GR055 WIRES PLUS TWO INCHES,UNLESS OTHERMSE SHOWN ON THE
4 LEAD CONTENT BEFORE PLUMBING T CONTRACTOR SHALL AT ALL 11MM PROCEED WITH WORK AS,TO MINIMIZE
DRAKIN6.
�!,f,=1CATE OF OCCUPANCY ALL PLUMBING WASTE THE OWNERS INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-UKE I. AJ.1. BRIENGINEERS:
STEEL AFTER FABRICATION SHALL BE THOROUGHLY U.EANED OF RUST,
& WATER LINES NEED MANNER 10. ALL FOUNDATIONS SHALL BE CAST ONUNDISTWBED OR CONTROLLED DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN MATTER AFTER GLEANING,
'a!?LDER USED IN WATER T :'�,`4G BEFORE COVERING COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO(.?)TONS STEEL SURFACES SHALL BE SHOP-PRIMED WITH ONE GOAT OF METAL
"'J.":�;L)f SYSTEM�P L��� T $. ALL SALVAGEABLE MATERIALS AND EQUIPNtER INGLUDIM6 FUCIURES,
FE> /)0 OF 1�,'� L' '�1�'�11 EXI 5T. 1=ENGE I gQ.QQ 1 FURNI51.11W AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM PER SQUARE FOOT UNLESS OTHERMSE NOTED(SUB EGT TO FIELD PRIMER,AND ONE COAT COLOR TO BE SELECTED BY OWJ�PAINT COAT'S
INSPECTION AND VERIFICATION BY CONTRACTOR). SHALL BE FULL WETTING,APPLIED THOROUEN•LI.Y AND EVENLY TO THE
DAMMEUNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE SURFACES,AND FREE FROM SPRAY DUST,RUNS OR SAGS.
- - - - - - TAKEN KITH SAME. II. MAXIMIM 57E3P OF F-OOTINI65 SHALL BE ONE VERTICALLY TO TWO
ON LINE a: PROTECT NO MAINTAIN EASTIN64MLITY LINES WHICH ARE TO HORIZONTALLY WHERE ELEVATIONS CHANGE. -2. PRIMER SHALL BE RU5T-0-LEUM 100 RUST-INHIBITING PRIMER OR
O C(�(V';�L`'( V','[!H i�LL CODES OF REMAIN IN SERVICE IN SUCH A MANNER AS TD AVOID INTERRUPTION OF 12 ALL
EQUIVALENT.SECOND GOAT SHALL BE RUST-0-ILEUM 1060,OR
O NEW YJRK STATE & TOWN CODES O THESE LIES.OUS5 oTMERM15E NOTED,ALL EA511NSAML171ES SHALL BE ALL RETAINING WALLS SHALL BE ADEQUATELY BRACED DURING APPROVED EQUIVALENT.
O AS REQUIRED A �2F I O ALTERED„GAPPED,OR AUTHORITIES
A D U IN IT MANNER APPROVED BY THE Tµ�EEPPE�T ED UNTIL CONCRAIN ETE HAS A�1E ED�THE SPECIFIED
3. AFTER ERECTION,TOUGFI IUP ALL FIELD GONINEGTIONS AND ABRADED
O
50 AS TO) VIAL AUTHORITIES AND UTILITY COMPANIES HAVING JJRISDIGTION M16N STRENGTH. SURFACES NTH SAME TYPE OF MATERIAL USED FOR SHOP 00ATIN6.
SO AS T016UARANT�A COMPLETE INSTALLATION.
11. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK 13. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 P51 AM
'`N NIBOARD ADJAGEW TO HIS WORK,OR DAMAGED AS,A RESULT OF HIS WORK DAYS.FOUNDATION,SLABS ON GRADE AND CONCRETE EXPOSED To N000
WHERE IDISTING MATERIALS ARE TO BE MATCHED,CARE 15 TO BE HEAD SHALLBE AIR ENTRAINED. Key Map: N
14. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE NTH ASTM I. ALL L04U R SHALL BE DOUGLAS FIR LARCH No.2,I'D 615 PSI,FV TAKEN IN9LEVDING COLORS AND Rt 'LIGATING ADJACENT FORMS AND
GONTOUt�. A-615 6RADE 60 DEFORMED BARS. IV,E- 1,500,000 PSI,MAXIMUM MOISTURE CONTENT<14%. t�
--
Ivy I15. WIELDED WIRE MESH SHAD.BE IN ACCORDANCE WITH ASTM A-185. -. ILL STUD LUMBI SHALL BE DCUSLA5 FIR L.AROi SI UD GRADE,FB -6'15
12. BEFORE SUBMIrnN6 ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY 400,000 PSI,MAXIMUM MOISTURE CONTENT<Iq�. �a
EXIST. �- Ct OF THE C* ACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING Ib. ALL STRUCTURAL.MEMBERS SHALL BE POURED FOR THEIR FULL VEIDTH5 IN 151,FV=q5 PSI,E = I, �
Op EXIST.OR I .S i 40.0 IV
GONDITICIS,MATERIALS TO BE MATCHED,WORKING SPACE AVAILABLE, ONE OPERATION.CONSTRUCTION JOINTS SUCH A5 A DAYS POUR JOINTS 3. Al WOOD CONSTRUCTION SHALL COMPLY KITH THE NATIONAL OM16N
I +� SAFETY REGAUTIONS,ETC.REWIRED FOR THE SAFE AND EXPEDITIOUS SHALL BE LOCATED IN THE MIDDLE OF THE SPAN,MAIN REINFORCING TO
USE IS UNLAWFUL ��' � �ARA6E EXIST. DRIVEWAY �'EGIFICATION FOR woo0 GONSTRUGTION,LATEST EDITION.
F CUTIO OF THI5 CONTRACT..FAILURE TO DO 50 WILL NOT BE RUN THROUGH THE JOINT,KEY AND ROUGHEN JOINTS TO EXPOSE `-11L k, r �,
\ EXISTI "�: CAUSE FCZ EXTRA COSTS TO THE OWER OR OWNERS REPRE5ENTATTVI"S AGGREGATE FOR CHEMICAL BOND. 4. ,-L WOOD EXPOSED TO WEATHER SHALL BE CGA TREATED IN
WITHOUT CERTIFICATE GONTAGTIRE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE rXORDANCE NTH AFPA STANDARDS. � `�•
OF
\ DECKi .0 I 11. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON le
O F OCCUPANCY I I W FOUND T A F5CMOTHER THAN THOSE SHOWN HEREON PRIOR TO PROCEEDING THE DRANN65,NTHOUT THE APPROVAL OF THE ENGINEER. 5. Aa.WOOD CONNECTORS SHALL BE BY"SIMPSON","TECO",OR APPROVED
� KITH WOR;AFi1:GTED BY SAME ��
- I I } 0. CONTRA A SHALL VERIFY ALL DIMENSIONS MOR TO 16. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL M
LLT W EXIST. ry I FABRICA10NL BE NO MORE THAN TWO CONSECUTIVE GOIJUNN DIM.OR 60 FEET. 6. MV151 RS DESIGNATED AS 6ANS LAM'OR'LAMINATED VENEER LUMBER = �--
Z I I OZ'LVL"SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS
u- (20,20' ONE STORY � 14. DISGREPACIES,ERRORS,OMISSIONS,ETC,IN ANY PORTION OF THE K CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR SETTING ALL ANCHOR EY LOUISIANA PACIFIC,CORP. NO SUBSTITUTES SHALL BE PERMITTED
Q DRANN&WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES BOLTS AND LEVELING PLATES. WTHOUT THE ENGINEERS APPROVAL DESIGN STRESSES ARE AS FOLLOWS:
Z I I RAME RES. I OR RESANTION5,BEARING ON THE CONDUCT of THE WORK SHALT.BE 20. PRnVIDE GONTIPUOU��xb TREATED SILT PLATE OVER TERMITE SHIELD
M _-,q'�1,F V`x 240P51,E =2,000DOOP51
X #305 + 1 L �- ( < REPORTE PROMPTLY TO THE ARCHHTEGT. TIED INTO FOUNDATION WALLS NTH I(2"ANCHOR BOLTS 8'-0'oa. p'-0' '1. TIE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE GONTRAGTOR FOR LooAT1oN
"2'0 I \ MAX FROM ALL COR1 t5)NTH 10'mh EMBEDMENT.PROVIDE SILL VERIFICATION OF LOADS AND BEAM SIZES WITH MR PRIOR To ORDERING OF SITE is
Lu cn 1 � 15. IF GONDI'C�NS ENCOUNTERED WRING CONSTRUCTION DIFFER p
\ I ---i FROM WIHT 15 SHOWN ON DRANN65,THE ENGINE SHALL BE SEALER AND GROUT SILL PLATE TO WALL. AID MANUFACTURE. NOTIFY ARCHITECT OF ANY DISCREPANCIES,IN
N I / W NOTIFIEDHMEDIATE LY AND WORK SHALL NOT PROGRESS UNTIL2I, tN.00R SLABS ON GRADE TO BE 4"PAIRED CONCRETE NTH 6x6A.4X1.4 WRITING SHOULD THERE BE A PROBLEM.
\ I t7� C 'A� p�+� I c 01 ALL PROLEMS ARE RESOLVED TO THE SATISFACTION OF THE GA.WIRE REIWORGIN6 AND 5Tffi.TROWEL FINISH. PROVIDE IL2' 8. J015T 51ZM AND SPACING GIVEN FOR DCU6fIR LARCH 02 Ob■ IM
AREA 01 /i01t1� I / EXIST. 1NP1�' PRM40A DW EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION P51 Fv = a0 PSI AND E=IbxlO PSI). VERIFY SIZES NTH ARCHITECT IF
\ � I CE55POOL 16. ALL C yTRAGTORS SHALL BE RESPONSIBLE FOR FILING AND WALL. PROVIDE 2 (R-10 mh)RI61D INSULATION 2-0EACH WAY (FOR OTHER SPECIES OR 6 4NX-S AREASED.
OBTAININk APPROVALS FOR THEIR WORK WNIGH MAY BE REWIRED.
HEATED SPACES).
Q. M DESIGN LIVE LOAD IN LIVING AR IN515 40 P5F(DL 10 P5F)ATTIC
_26.5 I
22. ALL SLAB5 ON GRADE SNAIL HAVE THHCKBNIN 65,DEPRESSIONS,
OPENIN65,ETC,AS,REWIRED OR AS SHOVW HEREIN OR ON L3'/E LOAD 1520 P5F(OL=5P5F)ROOF LOAD 15 50 P5F(DL=ID PSF).
- - 11. ALL SUBOINFRAGTORS SHALL PROVIDE ALL EQUPMt9NT,TOOLS,FHNGE-5,
TRANSPORATION,SAFEGUARDS,ETC,AS REQUIRED FOR THE PROPER ARCHITECTURAL D
RANN55. R-OF SPANS AND SPANS IN LIVING AREAS ARE LIMITED TO A DEFLECTION
a LL96o.
� E GUTIO THEIR WORK M. PROVIDE POOT S IN WALL FOR COLUMNS,BEAMS AND SLABS. 10, ALL CONCEALED SPAC;E5 IN WOOD FRAMING SHALL BE FIRESTOPPED NTH ARCHITECTURAL DESIGNS, PLL C
EXIST.
15. ANY DEV01ONS FROM THE ARCHITECT'S DRANNGS MUST BE SUBMITTED MINIMUM BEARING ON WALLS OR BEAMS. 4 FOR SLABS,8 FOR BEAMS,
TO THE AJrHITECT IN WRITING FOR APPROVAL. U.OR MOOD KNOCKING ACCURATELY FITTED TO FILL THE OPENING AND 1961 LINCOLN AVENUE,5TE 12 HOLBROOK, NY 11141
SEPTIC TANK ARRANGED TO PREVENT DRAFTS FROM MOVIN6 FROM ONE SPACE TO
•� C(1 I9. EACH COTRACTOR AND SUBCONTRACTOR SHALL BER E RESPONSIBLE FOR -24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR ANOTHtel. (631 ) 319-104'1 fax (631 ) 3141-10441 MATERIAL.SEE ARCHITEGTiURAI.DRAWIN65.
m o MIAINTAIM6 SAFETY ON THE JOB 51TE DURING THE CONSTRUCTION PHASE TO 11. PROVIDE BMD61NO 8'-0'o c.MAX(SOLID OR CROSS BRID61146).
03 I ci, COMPLY LITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL .25. IN ANT'APPROVED CONSTRUCTION JOINT,PROVIDE-2'X 4"KEY MIN.AND 24 12. NOTCHES OR HOLES FOR PIPING ETC.IN STRUCTURAL FRAMING MEMBERS
SAFETY ND HEALTH ADMINISTRATION. THIS SHALL INCLUDE,BUT ARE NOT BAR DIAMETER LAP 66'MINJ OF REINFORCING,EXCEPT FOR SL.A55 ON SHAD.NOT BE PERMITTED.
LIMITED':1: PROVIDING ALL NECESSARY TEMPORARY SUPPORTS AND GRACE
BRACINS�6 MAY 13E REQUIRED PRIOR TO THE THE INSTALLATION OF NEW -26. SLAB ON GRADE SHALL BE POURED IN STRIPS.CONSTRUCTION OR 13. DOUBLE JOISTSANDER ALL PARTITIONS RUNNING PARALLEL WITH THE
EX15T. FENCE SMICWN.L3.EMENTS,As WELL AS,ADEQUATE AND PROPER BARRICADES, CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 30'-0'IN EITHER JOISTS.
RAIUN65LI6HTIN6,STAIRS,ETm,REQUIRED To PROTECT THE WORIQMAN, DIRECTION.MAXIMUM AREA OF POUR 514AIL BE.2'To0 50.FT. 14. ATL FLOOR AND SM16W OPEIIN69 ARE TO BE FRAMED WITH DOUBLE
OWNERS ER50NNE.AND OTHERS FROM INJURY DUE TO CONSTRUCTION HEADERS AND TRIMMERS,FULLY JOINED NTH STEEL BRIPOM OR'TEGOS'.
025'40 11 � WORK POVIDE FREE AND SAFE PASSAGE FOR PERSONS TO AND FROM �1. ALL WALL AND PIER FOOTINGS SHALL 6E MINIMUM 12 THICK AND PROJECT 71 W ON LINE (gO.00 S AREAS AD FACILITIES WHICH ARE TO REMAIN. bNOTEvMJM BEYOND ALL FACES OF wALlS AND PIERSUNL.E55 OTHERWISE 15. TLD ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN COLD
VT 20. FIGURED IMHNSIONS SHALL GOVERN SMALL SCALE DRANN65 Y�HEPE WEATHER, AND TO PERMIT THE E50APE OF HEAT IN HOT WEATHER
FIGURED
I ARE ESTABLISHED BY CONDITIONS. L EXISTING,EACH M. 6ROUT`MED SHALL BE NON-FERROUS NON-SHRINK 6R=BY IN-PAKT AND MNTILATION OF ATTIC,AND CRAW-SPACES 15 REWIRED. SLOCAN6 AND
DIMENSHALL ATTAIN A STRENGTH OF 4000 P51 IN 1 DAYS. L51RI061146 SHOULD BE ARRANGED 50 AS,NOT TO INTERFERE NTH THE
CONTRAG7R SHALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING MOVEMENT OF AIR No. Date Revision
MFATERIAI,AND GOMMEWIN6 NTH WORK 2d ALL SLAB TEMPERATURE REINFORLBMEINT TO BE FIBERMESH CONCRETE 16. ALL CATT EDRAL.C-EILIN65 SHAD.HAVE CONTINUOUS VENTILATION FRAM
REINFOR ZM W AS MANUFACTURED BY FIBEF4 EBH CO.OR APPROVED EAVES TO RIDGE.SIZE INSULATION ACCORDINGLY.PROVIDE 3/4'ft. VENT
-2. 6EERAL0,1TRACTOR AND HIS W95 ARE RESPONSIBLE FOR ALL LAY- EQUAL. MIXING AND PLACEMENT SHALL BE IN AGC.ORDANWE TO SAS NEEDED FHRU SKYLIGHT FRAMING TO MAINTAIN CONTINUOUS
VM INCLUDING SPECIFIED LAY-OUT MMN65 AS REWIRED. MANUFACTURERS SPECIFICATIONS. VHVTIIATION.
6EERAI-04 RAGTOR SHALL COORDINATE RESPECTIVE 5UBGONTRAGTOR5
50 AS,NO TO CADS 04ME HARDSHIP,DELAY AND INTERFERENCE NTH 11. POBBLE JOISTSUNNDER ENTIRE BATHROOM AREA UNLESS OTHERN5E NOTED. Project Manager: EAB
CONDUCT OR WORK
.22.GONIRACOR TO REMOVE ALL D®RIS CREATED BY THIS MORK FROM THE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL Project Architect: ERIK A. BJORNEBY RA.
SITE AND aISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER MWIRLED INSPEGTION5 OF THE ROUGH AND FINAL FRAMIN6
IF CON01flN5 WARRANT. TIE Project Designer:
la: CONTRACTOR SHALL INCORPORATE ALL REQURED STRAPS,ANGLES,
M. AT THE OMPL.ETION OF WORK,THE SITE 15 TO BE CLEARED OF ALL TIES,SUPPORT5,ETC.AS,MAY BE REWIRED FOR PROTECTION OF Drawn by: 55
DEBRI5 ND EYZC-55 MATERIALS. THE FACWTY 15 TO BE LEFT BROOM STRUGTM FROM FORGES OF NATURE. TH15 INCLUDES: ROOF To ROOF;
- - - - - - - - - - - - - - - - - CLEANEIAND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION FP40F TO I SHALL BE AS MFR BY TO ON FO AAPPR0K THESE EQUAL.. Checked by:
OF THE AER PRIOR TO RELEASE OF FINAL PAYMENT. Design No.: Date:
G 1 NA% 5TR ET
14. THE AR41TEGT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE � Ol/23/13
CCtN 74TION OF T1415 PROJECT. DEAD LOAD INFORMATION. R 301222.1:
M. GONTRATORS SHALL COOPERATE NTH ALL OTHER TRADES AND MM AVERAGE DEAD LOADS SHALL NOT EXCEED 15 P5F FOR LEGEND DOB Job No.
ZONING INFORMATION: EXISTING 5 I TE PLAN �'RE I��ALL OMIUM JOB. `'�,INSERTS,ETC,AS, �MN6 AS�BLIC�S OR 10 P5F FOR FL°°R
C �7T1 NEW WALL
SECTION: �5 SCALE: I/IG,"=i'-O" �. FRAME i+iuNe I noN CODE MANUAL FOR REQl11RED WooD LIVE LOAD PER R Sols
BLOCK:
� 115E LIVE LOAD F�(151'IN6 WAIT TO REMAIN
B T`� ATTICS NTH LIMITED STORAGE 20
LOT: INNYS CODE G(MPLIANCE ATTICS NTHOUT STORAGE 10 _ T
DECKS 4O EXI5TIN6 WALL TO BE REMOVED
TO THE BEST AF MY KNOW_EDGE,BE..IEP AND PROFE5514NAL F_XTt�tIOR BAL.GONIES 60
ZONE: R-�'0 BULK REGULATIONS cor�PLle'ITH, sol-SE PLANS o R�SI�ILriALCODE OTHE FIRE�'P' 4O O� SMOKE DETECTOR Drawing Title:
GUARDRAILS AND HANDRAILS 200
TATE OF NEI YORK. 6UARDRAILS INS.D.56ARASFILL COMPONENTS 50 SMOKE DETECTOR!
REQUIRED EXI5TING PROPOSED ROOMS
VEHICLE SLEEPING
50 O5.0. CARBON MONOXIDE DETECTOR
AREA CALCULATIONS 5I�1f�ROOMS � C.M. 51 TE PLAN, NOTES � LEGEND
EXISTING SITE AREA: 24,'700 5F MIK LOT�� 40,000 5.F. X4,700 5F. NO CHANGE ENERGY CONcRVAT1oN CONSTRUCTION GODS GOMPLIANGE 5LEEPINS ROOMS STAIRS 40
TO THE BEST IF MY KNONLE06E,BELIEF AND PROFE5510NAL NOTE: PROVIDE SMOKE DETECTION 5Y5MM INTER LINKED T06ETHER AS,
TESE PLANS AND/OR 5PEGIFIGATIONS ARE IN D PER,R301.1 PER STATE CODE R313. LOCATED IN EACH SLEEPING ROOM OUTSIDE EACH LOT IDTH 150 FT. 150 FT. NO OW46E JUDGEMENT,
SEPARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF THE
EXISTING 6AfZ,46E AREA: 166 5F
COMPLIANCE IFTH THE 2010 ENERGY CONSERVATION STRUGTURAI-MEMBER ALLOWABLE MELLING,INCLUDING BASEMENTS AS,PER,CODE.
PTH MIN. LOT 6E 115 FT. 190 FT. NO CHANGE CON5TRIUCTIO1 CODE. (1052.1 OF THE ECCC) DEFLECTION Drawing Scale: AS NOTED
EXI5TIN6 FIRST FLOOR AREA: 1,405 5F RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH LAAO
TOTAL FIRST FLOOR AREA 1,511 5F MIN FROWYNO 50 FT. 40.0 FT. NO CHANGE NO FINISHED CEILING ATTACHED TO RAFTERS Architect: Drawing No.:
INTERIOR WALLS AND PARTITIONS HA80 ERIK A. BJORNEBY R.A.
15 FT. MIN. BUILDING PLA REVIEW NOTE: FLOORS AND PLASTERED CEILINGS, Lfto
MIN.51DE foAM 55 FT.TOTAL 34.4 FT./'TOA FT. NO CHANGE TOWN OF SOUHIIOL.D BUILDING PLANS EXAMINER SHALL REVIEN THE ENCLOSED ALL OTHER STRUCTURAL MEMBERS L440
I DOCUMENT Fa A MINIMUM AGGIEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE EXTERIOR NAL-NIH PLASTER OR STUCCO FINISH HI/360 ��ST E
MIN. REAR YARD 50 FT. 120.20 FT. NO CHANGE TOWN OF samOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF EXTERIOR WALLS-WIND LOADS NTH BRITTLE FINISHES X40 �q
GL I MATI G $ GEOGRAPH I G RE51 GN CRITERIA I THE STATE OF NEW YORK. THIS REVIEVI DOES NOT GUARANTEE COMPLIANCE WITH EXTERIOR WALL5-HND LOADS NTH FLEXIBLE FINISHES LA20 L(5T OF ORAY�Il NG5: �'�.� P� "�R 0 T- 1
ORO" KIND SEISMIC SUBJECT TO DAMAGE BY ICE H SHIELD ' INTERPRETED A5 AN ATTESTATION THAT,TO THE BEST OF THE LICEN��S BELIEF
LIVABLE R AREA 650 5F. 1405 5F. NO CHANGE T-1 51TE PLAN,NOTES 4 LEGEND o
SNOW (SPEED IN DESIGN THAT GODS. ME SEAL AND SIGNATURE OF THE DESIGN PR0FE5510NAL HAS,BEEN A-I EXISTING FLOOR � � v /
VEATHFR- TUNE Y HAZARDS , n
LOAD MPHU CATEGORY N<5 TERMITE REQUIRED MAX.LOT�OVERA6E 20R�x 40 5F. = 6.36 /INTI S.F. NO CHANGE -15 AND L oLRM�AnIDN,THE WORK IN THIS DOGIIMENT� PLAN,ELEVATION,SECTION,DETAILS t NOTES ii l
6,000 S.F.MAX. �
MOD.TOT-55
^CONFORMS WTH THE GOVERNING GODC-5 APPLICABLE AT THE TIME OF SUBMI5510N, T'� o
FEMA -GONFORM� Wfif Tl REA50NABLE STANDARDS OF PRACTICE AND NTH VIE"L TO
Sheets in Contract:
.20 P5F 120 B SEVERE 3'-0 HEAVY YES ZONE X MAX.HEIGHT/STORIES FT/�STORIES t 15A FT/I STORY NO GRANGE THE 5AFE6UARDIN6 OF LIFE,HEALTH,PROPERTY AND F�JBL.IG WELFARE, �NE'LW YO��
-15 THE RESPONSIBILITY OF THE LICENSEE. / I of 2
r
GENERAL NOTE5 CONCRETE STEEL Project:
EASE �vIENT SHALL CONFORM AND TO THE R
Af=),A�RTtvIENT I 1 �e I. ALL WORK 15 TO CONFORM ULES REGULATIONS OF THE I. ALL CONCRETE WORK 1011114 THE REQl11REMENT5 OF THE I. ALL STEM FABRICATION AND ERECTION SHALL CONFORM TO A15G BA�jE EAJdERIGAN CONCRETE INSTITUTE".1.516 LATEST EDITION. M NT APARTMENT
NOTED LOCAL BUILDING DEPARTMENT AND THE N.Y.S.BUILDING GONSTiRUGTION SPEGIFIGATIONS FOR STRUCTURAL SEED.,LATEST EDITION.
GORE. NO NOTE OR DETAIL OR LACK nEREOF SHALL BE GONSDER® 2. CONCRETE CONTRACTOR TO SET AND PLACE FORM' WITH STRICT
AS RE.IEVIN6 THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM,FLOOR AND GRADE ELEVATIONS. �. ALL 5TRUGTURAL 5TH®.SHALL BE ASTM A-36,EXCEPT 5TRIGTURAL TUBE
DAT :� g p # � ACCORDANCE PIT ALL STATE AND/OR LOCAL GODE5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST
WHICH 5HALL BE ASTM ASOO GRADE B.AND STRUCR RAL PIPE WHICH 5625 De/mar Drive
EXISTIN& I FA�� IL)OO' I1:�� ENC/ t S. SHALL BE ASTM A501.
F.F. .- _� C E 2. ALL ELECTRICAL WORK TO BE FIRE NDEFMTER5 INSPECTED AND
A.C.I.SPECIFICATION. Lavre i, New York 11148
NOTIt Y BUILDING ;',',' TM'17NT AT S. ALL STRUCTURAL STEB.
r APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. 4. ALL TE�IPERARJRE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO USED AS EXTERIOR WALL LINTELS SHALL BE
755-1802 8 AM O I IPM FOR THE GALVANIZED. SECT: 125 ELK: 4 LOT:4 ZONE:R-40
56-25 DEL �vIAR DRIVE
DEVELOP FULL STRENGTH IN ALL CONCRETE WALLS AND 51.A85S. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL
F FOIUN"PJC !!�-'j-;r'�f;S: FOR ADEQUACY IN PROVIDING NEN ELECTRICAL INSTALLATIONS AS 5. PROVIDE ADEQUATE TIES FOR ALL STEEL.REINFORCED IN 5LAB5,BEAMS, 4• BEAM CONNECTIONS 5HALLL BE DM16NM TO INTHSTAND ONE-HALF THE
.SHOWN ON THE PLANS. UPGRADE,SERVICE,METER AND PANES.A5 MAY PIERS,AND WALLS,REINFORCED TO BE HELD AT CORRECT DISTANCE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND
0!_.?P;;�U,,iE - INC R f-CUli ED SPAN CONDITIONS SHOWY OR THE LDAD INDICATED ON DRANUN65, CONTRACTORS:
FOR f-'OUi iL�D CCaNCFiET;=• BE REQUIRED. FROM FORMS AND EARTH BY STEEL.CHAIRS OR nim. WHICHEVER 15 GREATER
2. ROUGH - FRAM:";iPtiG & PLUi:luillra LAUREL , NE �N
C < I I cf4 a 4. ALL R"IN6 WORK TO BE IN STRICT ACCORDANCE WITH N.YS.CODE 6. FOLLOW GR5.1.RULE5 FOR PLACING ALL REINFORCING STEEL AND
3. IPdSULATlClV AND ALL APPLICABLE LOCAL REGULATIONS. ACCESSORIES. 5. WELDINS SHALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS U51N6
4. FINAL - CC',`_'TRl1CTI0N MUST
EIO-XX ELECTRODES.
BE COMPLETE FOR C.O. TO �NN
U- TH
5. CONTRACTOR TO ENT50T AND MAINTAIN INSURANCE,IF.CONTRACTORS '1. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH COMPRE55ION
ALL CONSTRUCTION SHALL kIEET THE OF LIABILITY,WORKMAN'S GOMPENSAT10N,GOMPLETW OPERATIONS,ETC. TEST RESULTS TO ENGIN®i FOR REVIEA PRIOR TO STARTING FOUNDATION 6• �BOLTS�BE'STM A-=�MD SHS-BE INSTALLED TO A SNUG
CONDITION AS,DEFINED IN A15C 5PEGIFIGATIONS.
EQU!RE�,iFj•ITS OF Tl�y CODES OF h'irV"J
ADEQUATE FOR THE Pl1RP05E5 OF THIS PROJECT AND FURNISH PROOF OF CONSTRUCTION.
SAME TO THE ONNER PRIOR TO COROMIN6 PITH WORK. 7. ALL NEL.DERS SHALL BE CURRENTLY CERTIFIED.THE FOL.OHNS
YORK STATE. NOT RESPONSIBLE FOR 8. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROM THE CONCRETE
DESIGN OR CONSTRUCTION ON ERRORS. 5,4JORNE5)0000 /
6. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. Dom•OF BUILDINAR Ai CEPTATESTING LABORATORY TATE, CATION K THE
t r I
� . ERI <
DEPT.OF WINS ARE ACCEPTABLE, NOR YORK STATE,NEN YORK CITY
E Cl RACOVERAGE(WORKMAN'S COMPENSATION,LIABILITY,DISABILITY)TO TESTING��-BE AT 7 AND 28 DAYS. AMS GORE.
THE ONNER PRIOR TO GOMMENGINIG WORK FAGH 3U9GONTRAGTOR SHALL q: ALL ME514 SHALL BE SPLICED 50 THAT THE OVERLAP BETWEEN OUTERMOST
�'f_flrv0 C ;`TIFICATION SUBMIT LIEN RELEA5E5 PRIOR TO IREWUESTING FINAL PAYMENT. ON THE CROSSCROSSWIRES OF EACH SHEET 15 NOT 1.E55 THAN THE SPACING OF THE PAINTING
L,�AD CONTENT BEFORE PIRES PLUS Two INCHES,UNLESS OTHERPISE SHOWN
P T.!„1 NI B I N G 7. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK AS,TO MINIMIZE CROSS
DRAWING. 1. ALL STILL AFTER FABRICATION SHALL BE TOROUGHL.Y CLEANED OF RUST, ENGINEERS:
1,�=/GATE OF OCCUPANCY ALL.PLUMBING WASTE THE OW�RS INCONVENIENCE,AND SHALL D4 50 IN A WORKMAN-LIKE
�?LDER USED IN WATER &'r'�'AT}ER LI VES N'-7D MANNER. 1o. ALL FOUNDATIONS SHAD.BE CAST ON.UNDI5IURBED OR CONTROLLED DIRT L.005E MILL SCALE AND OTHER FOREIGN MATTER AFTER GIJJWINb
TES y. L=EFO,E COVERING COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO(2)TONS STEEL.SURFACES SHALL BE SHOP-PRIMED WITH ONE GOAT OF METAL
�I_Y SYSTEM CANNOT 0. ALL SALVAGEABLE MATERIALS AND EQIPhENT INCLUDING FIXTURES,
t FURNISHINGS AND DECOR ITEMS SHALL 8E STORED AND PROT6GTED FROM P���FOOT UML35 ��'�(SUBJECT TO FIFO PRIMER AND ONE GOAT COLOR TO BE SELECTED BY OMfER.PAINT GOATS
f 110'00 DA�A6E UNTIL THE OWNER DETERMINES THE ORM OF ACTION TE BE IW:#WnoN AND VERIFICATION BY CONTIRACTotR). SHALL BE HELI_NETTING,APPLIED THOROJ&LY AND EVENLY TO THE
���Cr� :=?2/10 OF 1 7 1'°25'40' E EXIST. 1=ENGE SURFACZ5,AND FREE FROM SPRAY DUST,R11N5 OR SASS.
- - - �-'- - TAKEN PIT SAME _
ON LINE d PROTECT AND MAINTAIN EXISTINGJ)TILITY LINES N4iICH ARE TO 11 HORIZONTALLY AHE RE ELEVATIONS CHANGE.MAXIKIM STEP OF FOOTINGS 54ALL BE ONE VERTICALLY TO TWO � PRIMER SHALL IV LENT ZON IObQ T SHALL E F0 PRIMA OR
O REMAIN IN SERVICE IN SIGH A MANNER AS TO AVOID INT6ZRUPTION OF APPROVED EQUIVALENT.SECOND GOAT SHAD.BE RUST-0-L6JM 1060,OR
COI�'` L''( 4Fti`sTH ALL CODES OF d THESE LINES.OUEG OTHERN5E NOTED,ALL EASTINSAMLiTIE5 5HALL BE 12 ALL RETAINING WALLS SHALL BE TY ANTI A ILITY.T.7 DURING APPROVED EQUIVALENT.
Q I O ALTERED,GAPPED,OR RELOCATED IN A MANNER APPROVED BY THE coNSTIauGTION TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SHALL
NEW YC K STP & TOWN CODES NOT BE PERMITTED UNTIL CONCRETE HAS,ACHIEVED 40%OF THE SPECIFIED
3. TION,TOUGH UP ALL FIELD DONNE-GnoEvs AND ABRADED
p 60VERN IENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JURISDICTION DESIGN STRENGTH. SURFACES WITH SAME TYPE of MATERIAL USED FOR SHOP COATING.
m0 AS REQUIRES t t , _ _
� I (�(') 50 AS T0�GUARANTEE A COMPLETE INSTALLATION.
c `----� ( 11. CONTRAGTrOR SHALL PRO'TEGT,PATCH AND REPAIR ALL EXISTING WORK 13. ALL DAYS.CONCRETE SHALL FCIIJNDAn SLAMATTAIN
N AMINIMJM 6RADE ANDSTRENGTH
O SMO
P I �
ADJACENT'TO HIS,WORK,OR DAMAGED AS,A RC-SILT OF HIS WORKN000
i
��SHALL BE AIR ENTRAINED. Key Map:
NIHI�tE EXISTING MATERIALS ARE TO BE MATCHED,GARS 15 TO BE
TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND 14. ALL CONCRETE REINFORCING STEEL.SHALL BE IN ACCORDANCE WITH ASTM I. ALL LUMBER SHALL BE DOUGLAS OLARCH NNTEN FB -875 P51,FV q5 N
■
�'
A-615 GRADE 60 OBVRMED BARS. PSI,E = IbOoAOO P51,MA)CIMUM MOISTURE CONTENT c 10%.
15. INELDED WIRE MESH SHALL BE IN ACCORDANCE WITH ASTM A-185. -2. ALL 511/0 LIMBER SHALL BE DOUGLAS FIR LARCH 51110 GRADE,FS a 6'E5
w - - - - 12. BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY
PSI,FV a 415 PSI,E = 1,400,000 PSI,MAXIMUM MOISTURE CONTENT
EXIST. - � }� .�' tr � t4O.0' � OF THE co�N1RAGTOR TO FAMILIARIZE HIMSELF PIT ALL F�CI5nNG IG,. ALL 5TIRIJGTURAL MEMBERS SHALL t3E POURED FOR TOR RILL DELFTS IN
CONDITIONS,MATERIALS TO BE MATCHED,VMfN6 SPACE AVAILABLE, ONE OPERATION.CONSTRUCTION JOINTS 5 4HF AS,A DAYS POUR JOINTS
I CI � \ ( �U 3. ALL WOOD CONSTRUCTION SHALL COMPLY NTH THE NATIONAL DESIGN c
OCCUPANCY oR / EL [($A
+� � EXIST. DRIVEWAY SAFETY PRECAUTIONS,ETC.REGlUIR137 FOR THE SAFE AND EXPEDITIOUS SHALL BE LOCATED IN THE MIDDLE OF THE SPAN,MAIN REINFORCING TO SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION.
EXIST �: RAGE EXECUTION OF TH15 CONTRACT. FAI6URE TO DD 50 NULL NOT BE RUN THROUGH THE JOINT,KEY AND ROUGHEN JOINTS TO EXPOSE L.,,,,,,ke
USE
C t�+ UNLAWFUL
,I�1! /��A(�1 1 t � � 13.0 ACCORDANCE
I fk56RE6ATE FOR GH8�11GAL BOND. 4' � AFPOA STANDARDS. �GGA TREATED IN
J C f J l 1 i�I L!►{E V lJ L CAUSE FOR EXTRA G05T5 TO n$OVN£R OR OW9ER'S REPRESENTATIVES
"'•`o'
WITHOUT CERTIFICATE DEGKi �" CONTACT M ARCHITECT IMMEDIATELY IF FIEF CONDITIONS ARE 17. NO HORIZONTAL JOIN'T'S SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON
FOUND TO IBE OTHER THAN THOSE SHOWN HEREON PRIOR TO PROCEEDING THE DRAINW,WITHOUT THE APPROVAL OF THE ENGINEER 5. ALL N100D GOM�SGTOIRS SHALL BE BY"51N�.�OM",'TECO',OR APPROVED PD
LL{ � _ � PIT WORfC AFF6GTID BY SAME ��
v 0 F OCCUPANCY 1 oa.45' ' _ ' I �' .8. MAXIMUM LENGTHS OF FOUNDATION WALL FOUR IN ONE OPERATION SHALL
W EXIST. I n, I3. FABRICATION.
SHALL VERIFY ALL DIM9I51oN5 PRIOR TO BE NO MORE THAN Two CONSECUTIVE COLUMN DIK OR 6O FEET. 6. ME16M DESIGNATED AS"6ANG LAM'OR*LAMINATED VENEER L,UMBW X
Z I I 1^L FABRIGATIONL OR'LVV SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONSLL_ [2020[2020: ONE 5TORY 14. DISCREPANCIES,ERRORS,OMISSIONS,ETC,IN ANY PORTION OF THE Id CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR 5ETTTNG ALL ANCHOR BY LOUISIANA PACIFIC CORP. NO SUBSTITUTES SHALL BE PERMITTED
.I O BOLTS AND LEVELING PLATES. NUTHOUT THE ENOINE ERS APPROVAL M16N STRESSES ARE AS,FOLLOWS:
DRAPINGS FWIGH ARE AT VARIANCE PIT THE LAW ORDINANCES,RUI E� Q�OMI,FVa.XOP51,E a 2,000:OOOP51 F~
FRAME RES. �i �, M_�,
Z LOR REM ATIONS,BEARLN6 ON THE CONDUCT OF THE VOW SHALL BE 20. PROVIDE GONTTIW5_2;6 TREATED SILL PLATE OVER TERMITE 5HIa D
REEPORTED,PROMPTLY TO TFE ARCHITECT. " LOCATION
O 3625 I < TIED INTO FOUNDATION WALLS PIT Ill ANCHOR BOLTS 8-0 o c. n-0 7. THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR
J j \I `9 �.� L 15. IF CONDITIG*ENCOUNTERED DURING CONSTRUCTION DIS MAX.FROM ALL CORNERS)WITH 10'min EMBEDMENT.PROVIDE SILL VERIFICATION OF LOADS AND BEAM SIZES WITH MFR PRIOR r0 ORDE RING �511E Il
FROM KHAT 15 SROM ON DRAWIN65,THE ENGINEER SHALL BE SEALER AND GROUT SILL PLATE TO WALL AND MANUFAGTIIF E. NOTIFY ARCHITECT OF ANY DISCREPANCIES,IN .
N / LL! NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL -2I. FLOOR SLABS ON 6RADE TO BE 4'POURED CONCRETE WITH bx6/1.44.4 NRTING,5HOULD THERE BE A PROBLEM.
\ +' ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE 6A WIRE REINFORCING AND 5T®.TRONEL FINISH. PROVIDE ICE' 6. JOIST SIZES AND SPACING 61VEN FOR DOUG-FIR LARCH#2(fb- 1,175
EX15T. ENGINE R. EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION PSI Fv a q0 PSI AND E=1.6x10 PSI). VERIFY SIZES PITH ARCHITECT IF
AREA OF WORK WALL. PROVIDE 2'0r 10 mh)M61D INSULATION 2'-0"EACH MAY (FOR
CE55FOOL 16. ALL 5UXMTRACTOR5 SHALL BE RESPONSIBLE FOR FILING AND HF-ATM SPACES).
pIg OR�,qp�, gyp.
�6.8 05TAIWN6 APPR04ALS FOR THEIR WORK WHIC4 MAY BE REQUIRED. 22. ALL.SLABS ON GRADE SHALL HAVE THICKENINGS DEPRESSIONSq. 'FTE DESIGN LIVE LOAD IN LIVING AREA515 40 PSF(DL=10 PW)ATTIC
L - - - - - - - --- LIVE LOAD 1520 PSF Mz_9PbF)ROOF LOAD 15 30 PSF(DL-10 P5F).
17. ALL 9000MTRACTOR5 SHALL PROVIDE ALL EQUIFMENT,TOOLS,FENCES, OPENINGS,ETC,AS,REQUIRED OR A5 5HONfl FEIN OR ON
\ I TRANSPORTATION,5AFE 6UARD5,ETC,AS REWIRED FOR THE PROPER ARCHITECTURAL DRANIN66. ROOF SPANS AND SPANS IN LIVING AREAS ARE LIMITED TO A DEFLECTION
j.tj EXECUTION OF THEIR WORK
OF L/560.
M. PROVIDE POGKEM IN WALL FOR GOL)1MN5,BEAMS AND SLABS. ARCHITECTURAL DESIGNS, PLL C
EXIST. O MINUhuM BEARING ON WALLS OR E9EAM5: 4'FOR SLABS,8'FOR BEAMS, Io. ALL GONGEAI.m SPACES IN WOOD FRAMING SHALL BE FiRESroPPED NUTH
�. TO THE ARCHITECT IN MTIN6N6 FOR AAPPROVAL,AW MMA71ONS FROM THE ARcHITSOTS N65 MUST BE SUBMITTED ARRANGED TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO : ,
�. SEPTIC TANK � 1Ox 1361 LINCOLN AVENUE 5TE 12 HOLBRooK NY II'141
tQIqEACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR -24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR ANOTHER. tel. (631 ) 319-104'1 fax (631 ) 31q-1049
.
c(1 MATERIAL SEE ARGHITEGTURAL.I7RAPIM65. II. PROVIDE BRID61N6 8'-0'ac.MAX(SOLID OR CRO55 BRIDGING).
tt c MAINTAINING SAFETY ON THE JOB 517E DURING THE GONSTRUGTION PHASE TO
COMPLY NUT THE REGULATIONS AND REQUIR4ENTS OF THE OCCUPATIONAL M. IN ANY APPROVED CONSTRUCTION JOINT,PROVIDE-TX 4"KEY MIN.AND 24 12. NOTCHES OR HOLES FOR PIPING EEG.IN STRUCTURAL FRAMING MEMBERS
SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE,BUT ARE NOT BAR DIAMETER LAP 116""NJ OF RENFoRGIN5,EXCEPT FOR SLABS ON SHALL NOT BE PERMITTED.
LIMITED T0: PROVIDING ALL NECESSARY TEMPORARY 5UPPOR75 AND GRADE.
BRAGINS AS,MAY BE REQUIRED PRIOR TO THE THE INSTALLATION OF NEA -26. SLAB ON GRADE SHALL BE POURED IN STRIPS.CON5TRUGTION OR 13. DOUBLE JOIST54HX R ALL PARTITIONS RUNNING PARALLEL WITH THE
STRUCTURAL E EIEOT'5,AS HELL AS ADEQUATE AND PROPER BARRICADES, CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 30'-0'IN EITHER JOISTS.
EX 15T. PENCE ENCS RAILIN65,1LIGHTING,STAIRS,ETC.REQUIRED TO PROTECT THE PMKMAK DIRECTION.MAAHJM AREA OF POUR 514ALL BE-2100 5Q.FT.
._ - - _... - - 14. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE
OWNERS PERSONNEL AND OTHERS FROM INJURY DUE TO CONSTRUCTION -27. ALL WALL AND PIER FOOTINGS SHAT BE MINIMUM I2'THICK AND PRO MT HEADER5 AND TRIMM E R5,FULLY JOINED WTH STEN.BR 06ES OR'TECOS".
5 1102540" W ON LINE ( 0.00' (� AREAS AND FACILITIES NHIGH ARE TO REMAIN. NOTED.
WRK. PROVIDE FI;ZEE AND SAM PASSAGE FOR PILz5oN5 TO AFROM ONO ND MEM BEYOND ALL FACES of WALLS API�5JINU_E55 OTI YllSE 15. TO ELIMINATE THE HAZARD OF M0157URE CONDENSATION IN COLD
LTi 20. FIGURED DIMENSIONS SHALL GOVERN SMALL 5GALJ:I7RAWIN65 NHBRE NEATER, AND TO PERMIT THE ESCAPE OF FEAT IN HOT WEATHER.
VJ F16LIR DI ARE ESTABLISHED BY CONDITIONS. IF EXISTING,MN5"J M. 6ROUTA Sm SHALL BE NON-FERROUS NOWSHRINK GROUT BY IN-PACT AND VENTILATION OF ATTIC AND CRAW-SPACES 15 REWIRED. BLOCKING AND
DIMSHALL ATTAIN A STRENST OF 4pOO P51 IN 7 DAYS. BRIPOING 5HOULD BE ARRANGED 50 AS,NOT TO IN'TM3 FERE WIT THE
CONTRACTOR SHALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING MOVEMENT OF AIR No. Date Revision
{ - MATERIALS AND COMMENCING,WITH WORK X ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERMESH CONCRETE 16. ALL CATHEDRAL.CEILINGS SHALL HAVE GONT1MM VENTILATION FROM
REINFORCEMENT AS MANUFACTURED BY FIS CO.OR APPROVED
21. GENERAL CONTRACTOR AND HIS SUBS ARE RESPONSIBLE FOR ALL LAY- EWAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO HOLES EAVES AS,RIDGE IZE TgHRJ115KYL16HNT AOCORIDINOLY.PROVIDE
MANE GO3NITI/4 VE T
OUT WORK,INCLUDING 5PEGIFIEO LAY-OUT MMM65 AS REWIRED. MANUFACTURERS 5PWIFIGATION5.
GENERA.CONTRACTOR SHAD.COORDINATE RE5PEGTIVE SUBCONTRACTORS VM71LATIOK
j 50 AS NOT TO GAUSS NUNDUE HARDSHIP,DRAY AND INTERFERENCE WITH 17. DOUBLE JOISTS,UNDER ENTIRE BATHROOM AREA UN155 OTHBI "SE NOTED.
/ CONDUCTOR WORK Project Manager: EAB
.22.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE 16. THE CONTRACTOR WALL BE RESPONSIBLE FOR COORDINATING ALL Project Architect: ERIKA. BJORNEBY RA
REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING
SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEiKLY BASIS OR SOONER
IF CONDITIONS WARRANT. 14 THE CONTRACTOR SHALL INCORPORATE ALL.REWIRED STRAP'',AN$= Project Designer:
M. AT THE GOMPL.ETION OF WORK THE 51TE 15 TO BE CLEARED OF ALL TIES,SUPPORT5,ETC.AS,MAY BE REQUIRED FOR PROTECTION OF Drawn by: 55
i
DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE LC-FT BROOM
STRUGTME FROM FORGES OF NATURE TI5 INCLUDES: ROOF TO ROOF,
- - - CLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION FROOF TOR5l TIES SHALL rTOE�MS A�'ALLS TN OR A SAL. Checked by:
- - - - - � - - - - - - OF THE OWNS PRIOR TO RlB.EASE OF FINAL PAYMENT.
Design No.: Date:
G 1 NA STREET -24. THE ARCHITECT HAS,NOT BEEN IRETANIED FOR ADMINISTRATION OF THE
CON5TRzTlON OF THI5 PROJECT. DEAD LOAD INFORMATION: R 301.2.2.2.1: 01/23/13
Z5. CONTRACTORS SHALL COOPERATE PITH ALL OTHER TRAM AND WiERE AVM46E DEAD LOADS SHALL NOT EXCEED 15 PSF FOR LEGEND DOB Job No.
REWIRED INSTALL ALL EUILT-IN WORK SLEEVES,INSM1.5,ETC,AS ROOFS/CEILING A55MMIES OR 10 PSF FOR FLOOR
ZONING INFORMATION: EXISTING SITE PLAN REWIIM FOR A COMPLETE JOB. ASSEMBLIES'
�
5EGT1 ON: 125 SCALE: I/IG,"=1'-01/16"=l'-011 -26. AFRAME EXE 6 IIN CONSTRUCTION CODE MANUAL FOR REWIRED WOOD LIVE LOAD PER R 301.5 NEM WALL
BLOCK:
I OGV. 4 � ATTICS NTH LIMITED STORAGE �LIVE LOAD
EXISTING WALL TO REMAIN
I L. l� NYS,LADE COMPLIANCE ATTICSWITINOUI'STORAGE 140 - - EXISTING, WALL TO BE REMOVED
LOT: 4 1 TO THE BEST OF MY KNONL.EDGE,BELIEF AND PROFESSIONAL EXTERIOR BALCONIES 60
JIJ176EMENT,TW-SE PLANS AND SPECIFICATIONS ARE IN FIRE CAPES 40 SMOKE DETECTOR Drawin
ZONE: R-40 BULK REWLATION5 COMPLIANCE NTH THE-2010 RLaIDBNTIAL CODE OF THE GUARDRAILS AND HANDRAILS 200 O g Title:
S.D.
STATE OF NEA YORK. 6UARDRAIL.5 INFILL COMPONENTS 50 SMOKE DETECTOR/
REWIRED EXI5TIN6 PROP05ED PASSENGER VEHICLE 6ARA6E 50 CARBON MONOXIDE DETECTOR
AREA GALGiJLATI ONS, � �NIS OTHER ��I�ROOMS �o C.M. 51 TE PLAN, NOTES � LEGEND
EXISTING 511E ,AREA: 24,700 5F MIN.LOT 51ZE 40,000 5F. X4,'100 5F. NO CHANGE ENERGY GON5ERVATION CONSTRUCTION GODS COMPLIANCE
STAIRS 40 NOTE: PROVIDE SMOKE DETECTION 5Y5TEM INTER LINKED T06EPER AS,
' TO THE BEST OF N41'KNLDNIL.ED6E,BFJ.1�AND PROFE551ONAL
MIN LOT WIDTH 150 FT. 130 FT: NO CHANGE .1UDG8rENT,THESE PE-+4N5 ANDIOR`�PEGIFIGAnONS ARE IN I FGnOty PER 8301.7 5PER STATE CODE 8313. LOCATED IN EACH SLEEPING ROOM,OUTSIDE EACH
GOMPLIANGE WITH THE 2010 ENERGY CONSERVATION 5TRUGTUIRAL M'EM'BER ALLOWABLE SEPARATE SLEEPING,AREA,AND ON EACH ADDITIONAL STORY OF THE
EXISTING GARAGE AREA: 166 5F MIN.LOT MPTH 1-15 FT. Iqo FT. NO CHANGE CON5TRIJGTION CODE. 19032.1 OF THE Ecce)
DEFLECTION
DWELLING,INCL)JDING BASEMENTS AS PER CODE' Drawing Scale: AS NOTED
EXISTING FIRST FLOOR AREA: 1,4055F RAFTERS HAVING SLOPE'S GREATER THAN 3/12 WITH LJI80
TOTAL FIRST FLOOR AREA 1,511 5F MIN.FRONT YARD 50 FT. 40.0 FT. NO CHANGENO FIN15HED CEILING ATTACHED TO RAFTERS Architect: Drawing No.:
INTERIOR WALLS AND PARTITION5 HA50 ERIK A. BJORNE13Y R.A.
15 FT.MIN./ BUILDING PLAN REVIEW NOTE: FLOORS AND PLASTERED CEILINGS Ll360
MIN.51DE YARD 35 FT. TOTAL 34.4 FT./70.0 FT. NO CHANGE TOAN OF SOUTHOL.D BUILDING PLANS EXAMINER SHALL R A5N THE ENCLOSED ALL OTHER STRUCTURAL MEMBERS L1240 �S RF`
DOCUMENT FOR A MINIMIM ACCEPTABLE PLAN SUBMITTAL REEQUIRErENT5 OF THE EXTERIOR WALL WITH PLASTER OR STUCCO FINISH HrJ60 �G O
TOWN OF 5OM•IOLD AS,SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHESQ� P TNU/� .Q
CLIMATIC I GEOGRAPHIC DE516N CRITERIA MIN REAR YARD 50 FI'. 12020 FT. "°CHANGE THE STATE OF NF.W YORK. THIS REVIEW DOES NOT GUARANTEE coNtPLIANGL1240 E WITH EXTERIOR WALLS-NNO LOADS WITH FLEABLE FIN15HES LA2o L15T 01= DRAWINGS:THAT CODE THE SEA-AND 516NATURE OF THE DESIGN PROFESSIONAL HAS BEEN ��- o -�, T- 1
GROUND WIND SEISMIC SUBJECT TO DAMAGE Bl' ICE SHIELD LIVABLE FLOOR AREA 850 5F. I, LEGEND
INERPI E AS AN ATTESTATION THAT,TO THE BEST OF THE LIGE'N5EE'5 BELIEF SITE
UNDERLAY- FLOOD 405 5F. NO CHANGE A'I EXISTING FLOOR PLAN klE1/ATION,SECTION,DETAILS T NOTES cn f{ V �I
SNOW (SPEED IN DE516N WEATINER- FR05T L NE NAL HAZARDSND INFORMATION,THE WORK IN THIS DOCUMENT:
.a i1 m -1
LOAD MPW CrATE60RY tNS TERMEITE REWIpM MAX LOT COVERAGE 2��p00P. = 6.36%/1,5'11 S.F.SNO GHAN6E -15 ACCURATE,
S.F. MAX -,CONFORh15 NTH THE GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, �
MOD.TO F'EMAa- WT THE REASONABLE STANDARD' OF PRACTICE AND WITH VISA TO \`0 2438
-20 PSF 120 B SEVERE 3'-0' HEAVY YES ZONE X MAX HEIGHT/STORIES 35 FT/.,2V2 5TORIES t 15.0 FT/I STORY NO GRANGE THE SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC NELFARE, TAJ 1N YOB Sheets in Contract:
AS THE RESPONSIBILITY OF THE LICENSEE. -
I of.2
Project:
� — — — — — — BA5EMENT APARTMENT
BOIL. 5625 Delmar Drive
Laurel, New York 110145
zGARAEXISTING 5EGT: 125 BLK: 4 LOT:4 ZONE:R-40
X MATED
GE'UNE
ABOVE
CONTRACTORS:
EXISTING DECK
ABOVE
OIL T.ST R
DRiI T
L '
NEW 3x68 ENGINEERS:
FHR,
3/4HR FIRE-RATED10 I OOR I C`I 5'-4"
4" 1/TiZ 4" vTR
ROOF 17 I, - NM 6z4�CA93-W WINDOWS
(MOM MODE1.10)M,6 OR
I I INDOW 5TE1=FW WITH GRAVEL A-I
EXISTING PLUMBING I iN"ol- � FILL(TMP)
L
0 r WINDOW WELL CENTERED ON
i'I XTIJRES >=I RST — — — — — PROPOSED LIVING WINDOW WITH 6X6 AC41 P.T.
TIMBER,10"GALV.SPIKES, Key Map:
�– r– FLOOR NEN(1) LAYER 5/6' TYPE 'X' I FINGER JOINTS AT GORNER5, N
EXIST. I-HR
_T
/
� L'I.GHDT.G,A'L.G®ST.' " v
BOTTOM RAIL TO HAVE#5
RATED BARS W/MlK.2'EMBDMN
T
----_ _ r ------------
ad
I _ ( PARTITION
----------
------------
.256 s.f. Room
i " S2063sP (roeddNEN ---_-----___ NEII/2 �I I/24WA5HER 21 . . Provided
LAV. soP�
..,.
ineyeds = ,
j I I I I I LCS. —
" Duel Lek, y
AIR CA
i OsD. to
256 s.f. Room <ae„
I I I 1 I cM I 10.32 s.P. (4%) POO fd
I
ICI-2 s.f. Provided
4
NEW i 15 \ Q
2"W TUB I11/2" I I/2
I BASEMENT
NEW '10 CFM OSED '
EXHAUST FAN LAUNDRY
LOCATION
NEW IZO G M 5
G.O. 2" 4" �� �� IA IC�I I-8 —EXHA FT AN OF 51'(E
4 G.O. `�' PUMP .
5' PR01'05ED 'In ,
TN, RY wA5H KITCHENETTE
G.o. TO EXIST.
I
��' ENE R LINE NEW 110 GPM PROP. NEW 2x6 51 K
EXHAUST FAN
FA
PLUMBING R15EI\ a BATH
51-10" 70,
50ALE: NT5 -1 4-0`rN-
5'-4' ARCHITECTURAL DESIGNS, PLLC
K CAMIW MOM 1361 LINCOLN AVENUE,5TE 12 HOLBROOK, NY 111141
a'-7 ' NbDEt. tel. (631 ) 31q-1047 fax (631 ) 319-104q
$EDR00 rNEVCYxe gp® Wimovm ,! :f��
g (MIN. 10 5F) 2
� m
LIGHT CALG5. STEPPED WITH GRAVE_
256 G.P. Room 4'-10" – FILL
0.46 s.P.(6%) Req,'d
22.6 s.f. ProvideclEXISTING - WINDOW WEU.CENTERED ON
AIR CAL05. ( ) — WINDOW WITH 6X6 AGO P.T.
256 0. Room TIMBER, 10"GALV.SPIKES,
10.24 0. (4%) Req.'d 5'-5 " FINGER JOINTS AT GORNER5,
112 s.P. Provided BOTTOM RAIL TO HAVE 05
BARS W/KK2'EMBEDMENT No. Date Revision
PROP.
, —, CLOSET
Project Manager: EAB
1
EXIST EXIST Project Architect: ERIKA. BJORNEBY RA
Project Designer:
NDrawn by: 55
PROP05ED BASEMENT FLOOR PLAN Checked by:
i
Design No.: Date:
50ALE: 1/4"=V-0" 0'1/23/13
DOB Job No.
i
�T
A5 NOTED IN PLAN N LAYER OF sib"
TYPE 'X'6YP.BD.ON
GRADE FLOOR JOISTS ABOVE.
.2X4 WD SW;6
WINDOW WELL WITH 6X6 AGQ r I6'O.G. n
_ F WINDOW WELL � TAPE t SPACKLE P.T. 6
P.T. TIMBER,'10" GALV. SPIKES, JOINTS EACH SIDE Drawing Title:
0 ,,� FINGER JOINTS AT CORNERS, c
r" EA. BOTTOM RAIL TO HAVE (2) v PROPOSED BA
SEMENT
Fu 05 BARS IN/ MIN. 2' EMBEDMENTFLOOR PLAN SECTION
v x a 4" GRAVEL rME YEW 6YYPP.ev NE's ' DETAIL, PLUMS(NCS RISER
EACH SIDE EXISTING TO REMAIN
D I A6RAM
2X4 WOOD
STUD a 16"O.G. EXISTING WALL TO BE REMOVED Drawing Scale: AS NOTED
TOP t BOTTOM — —
EXI5TIN6 FOUNDATION4 „ O SMOKE DETECTOR Architect: Drawing No.:
WALL TO REMAIN or 5n ERIK A. BJORNEBY RA.
SMOKE DETECTOR/
OSD. CARBON MONOXIDE G� ER
INTERIOR PARTITION CA DETECTOR �� R7/-i�Oy
NOTE= PROVIDE SMOKE DETECTION SYSTEM INTER LINKED T06ETHER AS �y
A-
5ECTION DETAIL j PER STATE CODE R313. LOCATED IN EACH 5LEE19N6 ROOM,OUTSIDE EACHCl) °
SCALE: 1/4"=I'-O" DDV61INSEPARA6,I�i�STs AS PER N EACHCODE STORY OF THE _ m
INTERIOR PARTITION o°
A NOWfIRE RATED tiFW Yo��:/�f Sheets in Contract:
2 of 2
i
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