HomeMy WebLinkAbout44874-Z Town of Southold 7/30/2020
0
P.O.Box 1179
C' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41298 Date: 7/30/2020
THIS CERTIFIES that the building DECK
Location of Property: 485 Pine Rd., Southold
SCTM#: 473889 Sec/Block/Lot: 54.-9-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/27/2020 pursuant to which Building Permit No. 44874 dated 6/16/2020
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"deck addition as built"deck addition as allied for.
The certificate is issued to Hano,Gregg&Jill
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED Al
Authorized SignJure
o�SUFFot,��o TOWN OF SOUTHOLD
�� ay BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • o�g 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#: 44874 Date: 6/16/2020
Permission is hereby granted to:
Hano, Gregg
579B Heritage Hills
Somers, NY .10589
To: legalize an "as built" deck addition as applied for.
At premises located at:
485 Pine Rd., Southold
SCTM # 473889
Sec/Block/Lot# 54.-9-3
Pursuant to application dated 5/27/2020 and approved by the Building Inspector.
To expire on 12/16/2021.
Fees:
AS BUILT- SINGLE FA TION/ALTERATION $740.00
CO-ADDITIO ODWELLING $50.00
$790.00
l
Building In or
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. J
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
T
New Construction: Old or Pre-existing Building: (check one)
Location of Property: g S S, A oe Ind
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block q Lot 3
Subdivision Filed Map. Lot:
Permit No. I Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: eck one)
Fee Submitted: $
icant Signature
Building Department AppKeation
AUTHORIZATION
(Where the Applicant is not the Owner)
1, `- �-6 residing at gs `i n lel 00,8
(Printroperty owner's name) (Mailing Address) �d5
do hereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
(0}wn Signature) (Date)
riot Owner's Name)
OF SOUly06
U # # TOWN,OF SOUTHOLD BUILDING DEPT.
°��courm Hyo 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING
[ ]
FRAMING /STRAPPING [ FINAL
[' ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ®�9 C` O
1 -
DATE 0-7/--3-0/a-:c7INSPECTOR `
,OE son
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
000
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
�r •
DATE INSPECTOR
1
no
RCRITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 951h St,C9,Brooklyn,NY 11209
uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
July 16th,2020 Mrs
[D
RE:485 Pine Road � JUL2 0 2020D
' Southold, NY 11971
MELDING DEPT.
T01-t'IO +-X C,0UT13 VIv'1�y
To Southold Building Department:
I conducted a site visit at 485 Pine Road,Southold, NY 11971.To make sure the following items were
complete per the final inspection.
1. Concrete pad poured at the front stair.
a. Photo 1 -
2. New pretreated girders installed per plan, bolted to the existing columns, and strapping installed
per plan.
a. Photo 2
3. 1St riser at 8 inches.
a. Photo 1 r
4. Spindles installed at existing railing to comply with allowed 4 inch spacing.
a. Photo 3
5. Architect confirmed depth of 8"sonotubes to be 3 feet below grade.
I am certifying all work has been completed to code. Please refer to the attached photos for reference
and feel free to give me a call with any questions.
Sincerely,
Anthony Portillo, RA
(P
GP NO .
i
XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209
� Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
Photo 1:
X � ,
ry
Photo 2:
XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
Photo 3: P
I
i'
Photos:
I.o.
i.r
FIELD INSPECTION REPORT I DATE COMMENTS
b
FOUNDATION(1ST) y
------------------------------------
FOUNDATION 2ND
z
Xo
H
ROUGH FRAMING&
PLUMBING
C
INSULATION PER N.Y. H
STATE ENERGY CODE
iGsw%Pc
cof
FINAL
EO7 p X04
ADDITIONAL COMMENTS
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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 4 sets of Building'Plans
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 (� I Survey
Southoldtownny.gov PERMIT NO. ` ` 617 7 Check'
Septic Form
_ N.Y.S.D:E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 - Single&Separate
Truss Identification Form
Storm-Water As�sesssmeenrt Form
2a Contact:
Approved 20 ° Mail to: (til U I Q
Disapproved a/c
LCUVreA., N� i Iffl
- -
Phone: 91 (9, — aLq—Q1(0d
Expiration 120
Building Inspector -
MAY 2 2020 APPLICATION FOR BUILDING PERAH
- - '. Date �ON�h ,20,24
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. I ,
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on-the premises available for inspection-throughout the work.' 't, '
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•
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 14EREBY 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.
amp am' , C&re
(Signature of applicant or name,if a corporation)
(Mailing address of applicant
State whether applicant is owner, lessee, agegt, architect, engineer, general contractor, electrician,•plumber or builder, ,
Name of owner of premises �T G� < �l nC:)
(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.
Location�gaalid,p :whiclt roposed work will be done:
P� ! I aU
Hyolj
i Street Hamlet
County Tax Map No. 1000'-Section S l Block Lot
Subdivision Filed Map No. Lot
2. State existing use-and occupancy of premises and intended use. d occupancy of proposed construction:
a. Existing use and occupancy `lli-Q.
b. Intended use and occupancy S�rAyf, `rtX l�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work 19d i 1 pz
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units t 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_U Q d • Rear LP 0 • Ll Depth 34
Height / Number of Stories
Dimensions of same structure with alterations or additions: Front��® 5 Rear
Depth S1 Height / Number of Stories I
9
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 NOX
13. Will lot be re-graded?YES NO Kwill excess fill be removed from premises?YES NO .
57 q 8 E1�e� �I IIS
14.Names of Owner of premises Address j&0q � tc� :M Phone No.9
Name of Architect ( Address [d�i11�V1%le JV 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' NOX
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NOL,�(
* IF YES,-D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any,point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NOX—
* IF YES,PROVIDE,A COPY.
STATE OF NEW YORK)
�� S:
COUNTY OFQK01`` )
_edi cl AU PDifillo, being.duly sworn,deposes and says that(s)he is the applicant
(Name of individ al signing contract)above named,
(S)He is the AiDeY j J
(Contractor, gent,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.
Alexandra McWhirter
NOTARY PUBLIC,STATE OF NEW YORK
Sworn to before me this Reg�stratwn No.01MC8403652
7 H1 day of(� 20 01� Quai,riied in Suffolk County
Commission Expires February 3rd,20QN
I f6LD,
Notary Public ignature of Applicant
Scott A. Russell 10
5
U11Q/r1. `]F 01RJ\\11WA`]F1E1K
SUPERVISOR � -� MAN A(G IEI��/IUENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 O� a. Town ®f Southold
CHAPTER 236 - STORAWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
i ----- DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING
Yes NO (CHECK ALL THAT APPLY) i
1
®� A. Clearing, grubbing, grading or stripping of land which affects more
i
than 5,000 square feet of ground surface.
® B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area,
i ®EJ C. Site preparation on slopes which exceed 10 feet vertical rise to ;
100 feet of horizontal distance.
®B D. Site preparation within 100 feet of-wetlands, beach, bluff or coastal
erosion hazard area.
®a E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
® F. Installation of new or resurfaced impervious surfaces of 1,000 square j
i
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
! in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check list Form,to the Building Department witFyour Building Permit Application.
APPLICANT ( per Owner,Design Professional,Agent,Contractor,Other) it s'C'T"M" #' 1000 Date
i f Dutrfct
E NAME
I ton Block Lot
FOR BUILDING DEPARTMENT USE ONLY*�**
Contact Informa on C 01 (00
frc Nw+bct® t C /may 4
'` Reviewed By.`/)O 1l
':�)
— — — — — — — — — — — — — — — — I lj
Date:
Property Address/Location of Construction Work- — — — — — — — — — — — — — — — — i
j ® Approved for processing Building Permit.
, Stormwater Management Control Plan Not Required. i
— — — — — — — — — — — — — — — — —
'. Stormwater Management Control Plan is Required. '
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
Town Hall Annex Telephone(631)765-1802
54375 Main Road ., ¢4 Fax(631)765-9502
P.O.Box 1179 ,
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF.UTILIZATION OF TRUSS.TYPE'wCONS'f.RUCTION,,.�PRE�!ENGINEERED,
WOOD CONSTRUCTION-AADlOR TIMBER CONSTRUCTION,-
Date:. �TC,
Owner:
Location of Property: __ ._qW$.._ P 1 12007 & SCM40 0
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT) ;
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line)!
Floor framing, including girders and beams (F)
oof raming (R)
Floo f framing (FR)
Signature e ,,,,�" II . _
Name (person submitting this form): n ._ d8ft_ ff RL�t-
Capacity(check applicable line):,
Owner
t< Owner representative
TrussRegl5.doex Effective 11112015
xRdHrrECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:204 25th St,Suite 203,Brooklyn,NY 11232
uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Office Phone:(516)214-0160
LETTER OF TRANSMITTAL
DATE: 05/27/2020
TO: Southold Building Department
FROM: AMP Architecture
1075 Franklinville Rd
Laurel, NY 11948
Enclosed please find:
-Building Permit Application-485 Pine Rd,Southold
-Truss Form
-Certificate of Occupancy form
-Stormwater Management form
-Owners Authorization form
-(4) Plans
Regards,
Anthony Portillo
AMP Architecture
(516) 214-0160 _
MOTES CARPENTRY
IT IS THE CONTRACTOR'S RESPONSIBILITY TO k EEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8"15) UNLE55 PROJECT,: Z4N1NG DATA ;
TOGETHER AT ALL TIMES. IT 15 AL50 THE CONT'RACTOR'S RE5PON5113ILIT'TO READ ALL NOTES, OTHERWISE NOTED.
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK TAX MAP # 1000-54-x-3
2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN , .Y , M N O
< O M co
8" MIN. FOUNDATION EXPOSURE. ZONING DISTRICT R-40 NG
NC140
aENERAL .
ILLS TO BE P.T.
TE
1.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE uj
PROVIDE SILL SEAL/AINBDULATION.SECURELY
ELOF 51�L TO BE 2R2Ix6 SHIELD,
((1)52 xb ,,TC r�^ -4 w ~ `�
APPLICABLE BUILDING DEPARTMENT. l� to Z
, LOT AREA 26 515 S.F.. . 04
LTH THE XIST N& STRUCTURE.
15 NECESSARY TO MATCH FLOOR HEIGHTS W H E I
` N
FEMA F=LOOD ZONE X FE-IV)"�.{0 � � w Z�
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR " """`"' w >- �
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. ^ ' i I'' t O -� O
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. WETLANDS DISTRICT N N/A / ♦ J N O
�0^ i.,.'. I.u, J
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN cn I, I,
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES / ` - - �'
FLOORS, ROOFS, AND WALLS. o ♦ I.-AND AUTHORITIES HAVING JURISDIGTIO'N. DEG DISTRICT N N/A Q / I �'(,1, !„^.T;~ 7
O Lo M
tl N
6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ��/ ` "' ' } �•
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY F 4 i'lJ:.r
OF THE OWNER/BUILDER U.O.N. / :. �%ul�ii "f' ; ';` o: O N
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 1• ALL BEAMS, GIRDERS, FTG. TO HAVE MIN. OF 3-I/2" SEARING LOT COVERAGE
SHALL BE CLARIFIED WITH THE ARCH]TFGT/FNGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2'x10' UNLESS OTHERWI L / `� ' , t T
WITH THE WORK. 5E NOTED. 90 OT BE CC,r„',PL,�,... Q 0000
DESCRIPTION AREA / ♦IV Q -
COVERAGE A� a - --
9. ALL HOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE / /y� .'.•L u•l'P"a.�Ti'-!. 0-1-1.1
-• ,I I O O
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE
P.T. TOTAL LOT AREA 26,515.0 5.F. C P ..C.J'r C: ,t cr ` .'ur': OF v "'Al:r. �4
UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. ♦ w
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE / O YCi,=:i� sTr,l E. P 0, F,:,,,: .:I,JI1 �4_ FG i > N
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS F-XI571NO HOUSE 1,86ci.0 S.F. 7.090 17t.S1Gil G CG 1 i ltlJt,Ti;J FF�i?0^R > Z O
ON PAGE A-I. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND
BEFORE THE START OF FRAMING ♦
ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS J _pH
IA
8. DRY WELLS AS REQUIRED BY STATE: AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN EXISTING DECK 425.0 S.F. 1.69'0 / ` Y w O
APPLICABLE. ♦ Z
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE TOTAL AREA OF ALL STRUCTURES 22x4.0 S.E. 8.790 / ` Q �' ,�'DL`� WITH ALL CODES 01� m g
II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. �� ♦ '� PJ1�'v',� YURK STNTE & TOW�J CODES LL
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING 5GHEDULE ON PA6E A-1 AND GLUED, U.O.N. MAXIMUM COVERAGE ALLOWED = 209b / \
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL AS hLQUIRED AND OF ti
12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR / O
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. / ♦\ SOU7HOLDTOh' `ZBA
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT .��(/ / ♦ gOUTHDLD TOA` � ti1NG BOARD
PERMISSION FROM THE ARCHITECT. � i��
UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEA7HIN6.
12. THE ARCHITECT I5 NOT RETAINED FOR 5UPERV15ION OF THE WORK AND 15 ]k0 $� y SO1,TuGLD ',vt�c:+TRiUS I EH
RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS o��
EXCEED 8'-0" AND AT EVERY &'-0". /y / ��• ` id.',.5.DEC
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE STRUCTURAL DESIGN LOADS �� /
IK
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL \ / O
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 USE LIVE LOAD DEAD LOAD
BROOM GLEAN. NECESSARY. l fi+A ♦ uj
15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEN5ATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 A-1 EXTERIOR BALCONIES 60 psf 15 psf \
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 t
♦ 'g ♦ fit®� 1 U
AND ORDINANCES. DECKS 40 psf 15 psf ` 4 '� O� \� toff Z1 H
18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. n
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB ♦ G GS }- ;O �j@1ca l� 2 J
THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. PASSANOER VEHICLE GARAGES 50 psf AS PER PLAN `♦ /S,T 6 fi C'e � 11j�r_8- Er "j
COMPLETION OF PROJECT.
19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf /�/R}\♦ �I Ifi���` A
17. THE CONTRACTOR SHALL INDEMNIFY• AND HOLD HARMLE55 THE OWNER, AS PER PAGE A-I THROUGH A-3.
ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I `♦ "
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ATTICS WITH STORAGE (ROOF ABOVE 5 PITCH) 20 psf 15 psf
ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD
ATTORNEYS FEES AR151NG OUT OF OR RESULTING FROM THE PERFORMANCE OF �0
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf L,, ` " ? ' ` f ♦`
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, M15EASE OR DEATH OR TO METAL BY REPEATED BRU5HIN5, DIPPING, OR SOAKING UNTIL THE WOOD
INJURY TO OR DESTRUCTION OF TAN5113LE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ♦ ' 9
ITSELF INCLUDING THE LOSS OR USE Rf:5ULTIN6 THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER SLEEPING ROOMS 50 psf 15 psfpL
MANUFACTURER SUCH AS: HANGERS, NAILS, SCREW5, FLA5HING, ANCHOR BOLTS, 6 ffi e `.J
WHOLE OR IN PART BY ANY NEOLIOENl" ACT OR OMISSION OF THE FTG. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE DECK CONSTRUCTION, ♦ v r �,. p-'- >
CONTRACTOR, ANY 5UBGONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STAIRS 40 psf 15 psf ` S u ` r /
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY FTG. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. �u�-Ca 1 W I
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A GUARDRAILS AND HANDRAILS 200 5f 15 5f ♦ F "'e 1'-2 m " ''��
PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: p p \ � , �,, �;t•"�.:'s.°r`:``� /
A. TRU55 JOIST McMILLIAN 1.9E M10ROLAM
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC 2.0E G-P LAM ♦ O /�
12 sf FOR ATTIC
P5L (PARALLEL STRAND LUMBER) DENOTES p \ �P //
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH.
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST McMILLIAN 2.OE PARALLAM ♦ O /y�
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'s ` /
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS /
AND SPECIFICATIONS WILL NOT BE PER MITTEP WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE
AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS,
NOTES, AND TABLES ON PA6E5 A-I, A-2, 4 A-3. THE FASTENING SCHEDULE //ON57RUr_..,7I ON DE7A LS y I ND LOAD
FA
-H
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING rj0�I1 `�NEGT I O N DETAILS
AILS
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED
5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPFC.'s). ♦\
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EX15TINO WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. NOT TO SCALE /
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
23. COLUMN BEARING AS FOLLOWS: SITE LAYOUT NOTES:
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, I. THI5 15 AN ARCHITECTS 51TE PLAN 4 15
SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS A.RE TO BEAR UPON FOUND. SUBJECT TO VERIFICATION BY A LICENSED ♦ V
WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT SURVEYOR. THE INFORMATION / O
22. PROVIDE FIREBL.00KIN& AS PER N1EW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REPRESENTED ON THI5 51TE PLAN 15 TO THE 9\♦ / {�
EXIST. HALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. HALLS). FOR ANY ARCHITECT'S BEST OF KNOWLEDGE.
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY P057INO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (V MIN. I6"
UNAUTHORIZED USE UNDER FEDERAL LAX BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED 0 POSTING, U.O.N). 2. SURVEY INFORMATION WAS OBTAINED ♦ /i
COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (5UTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE FROM A SURVEY DATED FEB. 21, 2000
IN A SHFARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ JOIST HANG AND PREPARED BY:E ♦ `
STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS,
JOHN G.
U.O.N. WITH TOP GAPS 6 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 6 EAST MAIN
E
CODES AND REFERENCE STANDARD: w/6" RI5E 4 w/ (2) 1/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LE65 LEDC ER/C I RDER -Q IN STREET ♦ '
I. ALL NFA WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. 631-369-8288 \
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AND 2015 PROPERTY v
MAINTENANCE CODE. WOOD JOIST
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF FOUNDATION, CONCRETE, AND MASONRY C'
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT I 7E PLAN Z
CONSTRUCTION MANUAL BY AF 4 PA. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE uj
5U5-CONTRACTOR5 IN SUCH A MANNER TO A55UR.E THAT THE CONDITIONS OF SCALE: I'-O" = 20'-O" E
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. J0157 FRAMING FLUSH WD
WITH LEGER/G I RDER 0
O
GENERAL WIND PROTECTION CONNECTION NOTES:
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RF-51PENTIAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L
CONSTRUCTION;55TD 10-99 AND 2015 SBC, HIGH WIND EDITION WOOD FRAME
CONSTRUCTION 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION HALLS, 0
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT OTHERWISE NOTED
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. HALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. w
5. METAL PLATES, CONNECTORS, 50RI=W5, 5OLT5 AND NA L5 EXPOSED
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS EXISTING I STORY EXISTING I STORY
AREAS SHALL BE STAINLESS STEEL_ OR HOT DIPPED GALVANIZED. UNTIL 151 TIER OF FRAMING 15 IN PLACE. FRAME HOUSE 15 NOT FRAME HOU5E 15 NOT
4. WHERE WINDOWS AND DOORS INTERRUPT HOOD 5TRUC-URAL PANEL PART OF THI5 FILING PART OF THI5 FILING
5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE '7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUD5 /// �D H e
AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 8. ALL OPFNIN&S FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED RJ
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 50LID WITH CONCRETE. p
' O �
RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER 15 LOCATED
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. /
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. �D.L�.I �JO.�1 O
;
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 281111Z 111117111117771[ z
Ib" WITHIN 4' OF EXTERIOR CORNERS. DAYS OF 4,000 P.5.1., U.O.N.
ENTRY
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH I�'I'_O" .K ''-O„ Q
OF A" AND 3"XVX�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 5
PROVIDED WITHIN 60 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1 �� 4 �
37
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING
TYPICAL LEDGER BOARD ® E',XT. OF
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DECK:
AND AT 5PAGIN6 NOT FXCEEDIN& 4' ON CENTER. 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RESISTANT TIES - TYP. WOOD GUARD RAILING I I. (1) 2"x P.T.BD.TO MATCH DEPTH
(1) WALL TIE PER (3) 50• FT. I. 36"HT.GUARD RAILING I I OF JOISTS
2. 4" SPACING BETWEEN SPINDLES 2. SECURED w/(2) 5/8" m x 5"LONG PROJECT:
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 3. WARD RAIL TO RESIST 200LB I I H.D.GAL.LAS,BOLTS® I6"O.G.
MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. LOAD 5. INSTALL H.D.&ALV.JOIST
I HANGERS BY 'SIMP5ON'(OR H A N G
15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. 1 EQUAL)
FROM FOOTING TO 2" ABOVE FINISH GRADE. WOOD FRAME -O" 4. PROVIDE FLASHING TUCKED
UNDERNEATH SIDING 4 BENT DECK
DECK 1 SISTER NEW (2) P.T. 2"x5'" " SISTER NEW (2) P.T. 2"x8" 5157ER NEW (2) P.T. 2"x8" I OVER TOP EDGE OF LEDGER BD.
I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES p TO EXIST. P.T. 2 .271TO EXI5T. P.T. 2)2"x8' TO EXIST. 2 P.T.2 x8 5. SEE NOTED DETAIL
OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO (425 5c�. Ft.)
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. �- 1 DROPPED GIRDER DROPPED GIRDER DROPPED GIRDER
I
11. NO AGDI ENG NE R.LL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY _ V EXIST. P05T 4 485 PINE ROAD
O P. GONG.
x O 5ONOTU5E (TYP) N ,
E 5 tV
I8. PROVIDE BITUMINOUS JOINTS BETWF N AND FOUNDATION HALLS AND
SLABS _ - SOUTHOLD NY 11.971
WHERE EVER APPLICABLE. T, I ij 0 ' I
e _ EXIST. 5/4'x6' P.T. DECKING (1 1 X -i X J
19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN55 ARE TO BE A U.I IL U! IL
MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. , DRAWING TITLE:
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. - I GENERAL NOTES
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
PROJECT/ZONING DATA
AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" SISTER NEW P.T. 2"x10" SISTER NEW P.T. 2"x10"
TO EXIST• P•T,-2"xl0" EXIST. (2) P.T. 2"x10" TO EAST. P.T. 2"JO"
DEEP 4 3'-O' BELOW GRADE.
FLUSH GIRDER � � FLUSH 61 RDER
25'-O' * 1- - - - - - - - --
-- - - - - - - - --
-- - - - - - - - --_1 PAGE:
SCOPE OF WORK: Fx1sT.
L- - - - - - - - J
A-100
FILING TO LEGALIZE EXIST. REAR DECK. AS-BU I LT DECK PLAN UP FROFOSF_D FOUNDIATI ON FLAN
ADDING NEW STRUCTUF:E TO EXIST. DECK TO
COMPLY WITH CURREN-r CODE STANDARDS. SCALE: 1/4" = I'-o"
SCALE: I/4" = I'-O"
DATE: 05/20/20 1 OF 1