HomeMy WebLinkAbout45191-Z ¢o�OgUFf°ham �T Town of Southold 3/26/2022
a� ?� P.O.Box 1179
C*
53095 Main Rd
y o` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42954 Date: 3/26/2022
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2000 Harbor Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-1-20.12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/31/2020 pursuant to which Building Permit No. 45191 dated 9/11/2020
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:
accessory garage with unconditioned attic storage above as applied for.
The certificate is issued to Nolan,Mark&Kristine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45191 10/4/2021
PLUMBERS CERTIFICATION DATED
Authorized Signature
F TOWN OF SOUTHOLD
` suFo��� BUILDING DEPARTMENT
O ¢G
' TOWN CLERK'S OFFICE
o SOUTHOLD, NY
o ,
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#: 45191 Date: 9/11/2020
Permission is hereby granted to:
Nolan, Mark
2000 Harbor Ln
Cutchogue, NY 11935
To: construct accessory garage as applied for.
At premises located at:
2000 Harbor Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-1-20.12
Pursuant to application dated 7/31/2020 and approved by the Building Inspector.
To expire on 3/13/2022.
Fees:
ACCESSORY $436.00
CO -ACCESSORY BUILDING $50.00
Total: $486.00
ildi pector
FormNo.6 PO l 1
(� �v TOWN OF SOUTHOLD
BUILDING DEPARTMENT
AUG 19 2020 TOWN HALL r
765-1802 D
81n,D1gGDMtjdCATION FOR CERTIFICATE OF OCCUPANC DD
_5c�L
This applicationiomust ust be filled in by typewriter or ink and submitted to the Building Department with the following:0
A. For new building or new use: BUILDING DEPT.
1; Final survey of property with accurate location of all buildings;property lines; streets; a1JUAustial{6WLD
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6._ Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate.of Occupanc - dditions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.0 Accessory building$50.00 dditions to accessory building$50.00,Businesses$"50.00.
2. Certificate of Occupancy on re-exis mg - $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
(> r E UJ 171 V?_-,1VH&.5 CACd j Date. . /Zo zo
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Z00eo 144uZzo-e LA-, C-U'rGl4-0 L?VV-1 _
House No. Street Hamlet
Owner or Owners of Property: "nv4, + gRI Si?ye 4a!Jq
Suffolk County Tax Map No 1000, Section 03 Block / Lot ZD . I 2�"
Subdivision Filed Map. /Lot:
Permit No. q Date"of Permit. Applicant: /o
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
RequestTor: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signatur
pF SOUTH,®l -
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • sean.devlin(cD-town.southold.ny.us
Southold,NY 11971.-0959 ®l�c®U�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mark Nolan
Address: 2000 Harbor Ln city:Cutchogue st: NY zip: 11935
Building Permit* 45191 section: 103 Block: 1 Lot: 20.12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Double Pole Electric License No: 3913ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service /
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 5 Bath Exhaust Fan'
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 90A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches $ 4'LED 6 Exit Fixtures Pump
Other Equipment:
Notes: Garage
Inspector Signature: Date:
October 4, 2021
S.Devlin-Cert Electrical Compliance Form
�o�apf SOUIyO�
TOWN OF SOUTHOLD BUILDING DEPT.
°`y�ourm ' 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING X] FINAL
[ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
//O�///)
DATE VL- INSPECTOR
�o��OF SOUTyo6 �-;
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
"[ ] FOUNDATION 1 ST • ROUGH PLBG.
(��f ]
[ } FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION
[. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION .
[ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ( f0m of O✓1 �VYV t vt
ttiv
r
DATE INSPECTOR
/. 11r1
OfSOUIyo�
TOWN OF SOUTHOLD BUILDING DEPT.
`�courm e�` 765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPEWG [ ] FINAL
[ ] FIREPLACE & CHIMNEY". [ ] -FIRE SAFETY INSPECTION
[ f FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O
REMARKS:
56 17 it Qj
DATE INSPECTOR : .
TOWN O SOUTHOLD BUILDING DEPT.
aim, ''� 765-1802
INSPECTION
[ -] 'FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING `
[ ] FRAMING/STRAPPING [ ] FINAL
J: ] FIREPLACE & CHIMNEY { J FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
m i e,kv- o-r-
DATE ESP- INSPECTOR
OF SOUTyolo
# # TOWN'OF SOUTHOLD BUILDING DEPT.
`yComm, 765-1802
INSPECTION
] FOUNDATION 1 ST [ ] ROUGH PLBG.
[= ] -FOUNDATION 2ND" [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
{ ] FIREPLACE & CHIMNEY [- ']`-FIRESAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE INSPECTOR
i
�O�aOF SO�I�o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1$02
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ :] FOUNDATION 2ND - . [ Y] FINAL "NSULATION/CAULKING
FRAMING/STRAPPING
[ ] FIREPLACE&CHIMNEY [ } FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] PRE-C/O
MARKS:
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
l BUILDING DEPARTMENT Do you have or need the following,before applyng?`
TOWN HALL Board of Health t
SOUTHOLD,NY 11971 4 sets of Building-Plans
TEL: (631)765-1802 Planning Board approval
FAX:(631)765-9502 bq/ Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C. �?
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form ':
Storm-Water Assessment Form
Contact:
Approved 200_441Mail to:
— -rk
Aw
Disapproved a/c
Phone:
Expiration 20
n(VE B ing nspector
JG n
J APPLICATION FOR BUILDING PERMIT
- JUL 3 1 2020 Date ,20
INSTRUCTIONS
a�, p �> UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets oop�i�h a e lob plan.tmcale.Fee according to schedule.
n.'� �� .t t=,:
TO N fi''Plot;plan.sho�4ing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
a 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 througholt�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,h sing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspectio .
f\AA4L
(Signature of applicant or nalne,if a corporation)
Zao l Aeae� L- e170�0 CU% 1193
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
OWNER
Name of owner of premises MARK AND KRISTINE NOLAN
(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:
2000 HARBOR LANE CUTCHOGUE
House Number Street Hamlet
County Tax Map No. 1000 Section 103 Block 1 Lot 20.12
Subdivision SCTM 1000-103-1-20:12 Filed Map No. 9101 Lot 5
FILED MAY 31,1991
• 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy RESIDENCE
b. Intended use and occupancy RESIDENCE W/DETACHED 2 STORY GARAGE
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work NEW ACCESSORY STRUCTURE
(Description)
4. Estimated Cost 60 THOUSAND 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 2
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NO
7. Dimensions of existing structures,if any:Front 77' Rear 77' Depth 40.2'
Height 22'± Number of Stories 1
Dimensions of same structure with alterations or additions: Front N/A Rear N/A
Depth Height Number of Stories
8. Dimensions of entire new construction:Front 30' Rear 30' Depth 28'
Height 22' Number of Stories 2
9. Size of lot:Front 75' Rear 314.82' Depth 309.27'
10.Date of Purchase 2013 Name of Former Owner
11.Zone or use district in which premises are situated RESIDENCE
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X
13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YE5 NO_X
14.Names of Owner of premises MARK+KRISTINE NOLAN Address Phone No.
Name of Architect DILANDRO ANDREWS Address Phone No
Name of Contractor HOME OWNER Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY 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?*YES 6 NOA
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUN,TTYY OF,5"11 -111
11Qelf /i/®/Q A being duly swom,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the C�0.17 e je-
(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. 0
f/ 6
Sworn to before me this LORRAINE KL®PEER_
S¢ day of r 20 0 \ I 1 motary Public,Sfat'a of New York
1} j Pilo.4828373
t <� MUa,1;i4ied in S'f#ofk County
1 bnission Expires Nov.30, 9
Notary Public Signa re of Applican _..._.
S c S�C'����EZI� t�V AUC IE)E,
MANAGEMENT
OLD TOWN HALL-P.O. 179 p 3
5309 Roa - QU Jr 6� MEW YORK 11971ST Erb Town Qf,SOu.tho.lcl
� �
B�.rP11�G ID
STORM ?ATER -M—A— TAG-P,-EENT WOR-KS :�r&v
( TG BE COMPLETED BY THE APPLICANT)
.re
DOI ;TMS FROJE119VOLVE ,F Y OF TiiE FGI.I:.o XNG:.: '
"
(CHECK ALL THAT APPLY)
Ya
El 21 A. Clearing, grubbing,.grading or stripping of land which affects more
I: than 5,000 square feet of ground surface.
L,.
} El 0 B: Excavation or filling involving more than 200 cubic yards of material
within, any parcel or any contiguous area.
Q R C. Site preparation on slopes which exceed 10 feet vertical rise to
i 100 feet of horizontal distance.
0 _ D. Site preparation. within 100 feet of wetlands, beach, bluff or coastal
erosion ha4ard area. t
I El E. Site preparation within.the one-hundred-year floodplain as depicted
on:, 'IRM,Map of any watercourse, r
[� F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
In-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
SlAhAtilfe,,C AWI If WIViaiidi, Mite & County Tax ;1 a.1 Naber!, £haVt
er mm'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.NNiU; your Buildlbk`Permit Application.
APPLICANT,(property 0 ner,Design Professional.Age it,Contractor,Other) $'C T'M. $' 1000- I�al
District
F
RAWL
103 P
awt Section Block. —at--
I-OR BUILDING DEPARTMENT USE-, ONLY
Contact inrorrh1tiore 5 (y-•. �'•� ?L _.
Reviewed By
Date.
hra ert Address / Location of Construct ion Work ,
Approved for processing Building Permit.
Storniwater Management Control Man.Na Required ,
GUZ�� I . ._ Stormwater Management Control Plan is Required:
4Farti U;c}.tu Engrrre..r:rg f?cp�r,:�:ent for Revte%1VJ
FORM SMC:I' - TOS MAY 2014
Upf Southold
Town Hall Ann _ 3 2021 Telephone (631) 765-1802
54375 Main Ro SEP Fax (631) 765-950.2
P.O. Box 1179roger.rich ert(cbtown.southold.ny.us
Southold,NY 11971-09, 'T' '-Dy �E v -
��� BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: DATE: SEPTEMBER 1, 2021
COMPANY NAME: DOUBLE-POLE ELECTRIC INC
NAME: STEVE NEGRI
LICENSE NUMBER 3913-ME
ADDRESS P.O. BOX 130 NESCONSET NY 11767
PHONE #` (631) 361-6440 CELL # (631) 672-0241
FAX"`# (631) 361-6442 E-MAIL: dblepole@aol.com
r:_ . .
JOBSITE IN:FORMATIOI a:
NAME:: :.: ::.; . . :,: ;,M./M:NOLAN
ADDRESS: 2000 HARBOR LANE
CUTCHOGUE NY 11935
PHONE NUMBER:
PERMIT NUMBER: 45191
TAX MAP # District: Section: Block: Lot:
BRIEF DESCRIPTION OF WORK: DETACHED GARAGE
I
Is.job ready for inspection: YES
Do you.need a Temp Certificate: NO
TEMP:INFO.RMATIO.N_(if: needed)
Service.Size.
New'Service
Additional Information
PERMIT# Address:
Switches J
lI e
Outlets l
GFI's
Surface
Sconces I
H H's
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini.
Carbon
"Micro Generator.
Combo C*oktop Transfer
AC AH Hood Service
,/ Amps Have Used
Special:
Comments:
,A! P�
S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 1 LOT(S):20.12
D ���
O�
gy
S E P i 0 2020
r� B DWG DEPT.
�p
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3.0'N
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140.00 0
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PIPE NS2 RUSHED STONE DRNVAY w0 M.
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, MON.
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1.4S 140.00 �
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03; 10
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00 METER I
LANp N/F
4+ IJl NANCY ELUOT
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PIPE M.H. o w:::•;:1 STY FRM.::.;:?? 0.2'W
DWELLING::•:':}i:'. w•22.4'::::
'.::: 2000 STOCKADE
1�.........:::::i:ii9:$.: 2.7'W--' 6'
:....:.::::: ::::::::::::::::::..GARAGE:N �p p0�1
� •i13.8' ::i•:::•�:•:::::`i:•:':::��::?•::�ii�::•::•i:�';N Z� QRS 0.7'W
CD v :ii:::•:::• :i::::::i:•i:i::::::::::.
ROOF
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DRYWELL LED
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Gi 5T WALK �.
167
com BRICK PATIO I-
26. '
0 4' METAL FEN
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X ;i:INCR UNU POOL:: ;W/2Ne°DF�LR•; ON ON LINE
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......... ..........
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R OF 65.7' GEN.®
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C �� n M 2; 43.9' o
M.
9H D �
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uo 00
FENFE00
. -- WEU' 6' STOCKADE FENCE 0.4'N 0.4'
8 4 N
MON' N87"49'50"W 314.82'
` MINOR SUSDMSION PREPARED FOR
BARBARA 13OMNSKI
FILED MAY 13, 1991
FILE No. 9101
SUBJECT TO COVENANTS AND RESTRICTIONS DRAINAGE CALCULATIONS:
LIBER 11684 PG. 31
A) GROUND FLOOR=840 SQ.F1'.
840 x 0.166=139.44 < 140cf REQUIRED
REVISED 09-09-20 8) DRIVEWAY EXTENSION=1,500 SQ.FT.
ADD PROP. GARAGE 06-20-20 1,500 x 0.166=249cf REQ.
UPDATE SHED LOC. 12-14-17 TOTAL 389cf REQ. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
FINAL SURVEY 03/17/14 (1) 8'DIA x 9' DEEP DRYWELL= 398cf PROVIDED LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 80,000 SQ.FT. or 1.84 ACRES ELEVA77ON DATUM: -------
UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 5 CERTIFIED TO: MARK NOLAN; KRISTINE NOLAN;
MAP OF: HARBOR PARK HOMES ASTORIA FEDERAL SAVINGS;
FILED: NOVEMBER 22, 1994 No.9602 FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT: CUTCHOGUE
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
r P.O. Box 153 Aquebogue, New York 11931
FILE # 13-04 SCALE: 1"=50' DATE:JAN. 11, 2012 PHONE (831)298-1588 FAX (631) 298-1588
N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
STRUCTURAL STEEL
CONCRETE NOTES 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE
STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN
BARS SHALL CONFORM TO ASTM A706.
1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED SOCIETY STANDARD DIA-79; ACCORDANCE WITH THE LATEST AISC " ALLOWABLE STRENGTH DESIGN (ASD) �`"•
BELOW,UNLESS OTHERWISE NOTED ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS HALL SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".
�- -
CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED f DiL 1" d ro
REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. APP OVEDAS NOT D _ :,..,_ _ r__
USAGE 28 DAY MAX 2. MATERIALS: _ Andrews
i Imo:
STRENGTH AGG DATE: B.P.# ` s +--�-? E n g i n e e r i n g
10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION
- (psi) SIZE WIDE FLANGE SHAPES: ASTM A992 GRADE 50
FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH AMERICAN STANDARD SHAPES,ANGLES FEE: %� R� 158 County Rd. 39, Suite 10
A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 NOTIFY BUILDING DEP , T All exterior lighting
a. SLAB ON GRADE 4000 S.C. 1" PLATES AND BARS: ASTM A36 �R�MENT AT � g Southampton, N.Y.11968
REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS 765-1802 8 AM TO 4 PM FOR THE installed, replaced or Office: (631)259-3959
b.FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" STRUCTURAL STEEL TUBING,
c.PIERS 4000 S.C. 1" UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. RECTANGULAR AND SQUARE ASTM A500. GRADE B (FY=46KSI) FOLLOWING INSPECTIONS repaired shall conform Info@DiLandroengineering.com
FOUNDATION - T1AI0
e.RETAINING WALLS 4000 S.C. 1" BOLTS ASTM 325 1. RECUIRED to Chapter 172
11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6- W2.1 x 2.1 IN ALL TOPPING ANCHOR RODS ASTM F1554, GRADE 36 FOR POURED CONC.-E7 of the Town Code
SLABS U14LESS OTHERWISE NOTED. WELDING ELECTRODE ASTM E70XX,LOW HYDROGEN 2• ROUGH - FRAMING & PLUMBING Professional Seal
2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SHEAR CONNECTORS 3/4"0 ASTM A-108 3. INSULATION
SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 4. FINAL - CONSTRUCTION MUST
AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR BE COMPLETE FOR C.O.
C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. DRAWINGS OR NOT UNLESS OTHERWISE NOTED. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE ALL CONSTRUCTION SHALL MEET THE
LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL
CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE NOTED. YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIR D
SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR a.ALL BEAMS WITHOUT
DSHEAR CONNECTORS
ATE ONFORM NG TO ASTM C3 0 NATURA SAND AND LAMINATED VENEER LUMBER, LAMINATED b.ALL GIRDERS W THOUT STUDUD SHEARCONNEC5
ORS =+35% DESIGN OR CONSTRUCTION ERRORS.
SHALE COARSE AGGREGATE
TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL STRUCTURAL LUMBER AND PARALLEL STRAND c.ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% _. M
NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. d.ALL GIRDERS WITH STUD SHEAR CONNECT02S =+65%
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LUMBER NOTES: COMPLY WITH ALL CODES OF
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3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS NEW YORK STATE & TOWN CODES #/A D�i` ��'> '��
1 LAMINATED VENEER LUMBER(LVL)SHALL BE"MICRO-LAM"AS MANUFACTURED THAT SUPPORT OTHER BEAMS. THIS PROVISICN MAY BE REDUCED ONLY AS REQUIRED AND CONDITIONS OF e" ��, l�
4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BY WEYERHAEUSER,"G-P LAM"AS MANUFACTURED BY THE GEORGIA PACIFIC WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. F� 1 ,
CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE LOUISIANA PACIFIC CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION , r' "
AT THE POINT OF DISCHARGE AS FOLLOWS �I; ,4
CORPORATION.PARALLEL STRAND LUMBER(PSL)SHALL BE PARALLAM AS OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL 30LTED CONNECTIONS. ;gip
a.RAMPS AND SLOPING SURFACES -3"MAXIMUM MANUFACTURED BY WEYERHAEUSER.LAMINATED STRUCTURAL LUMBER(LSL)
b. FOUNDATION CONCRETE -3 TO 6 SHALL BE TIMBERSTRAND AS MANUFACTURED BY WEYERHAEUSER. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. JL4 ES72
x
C.ALL OTHER CONCRETE -3"TO 5"9
f`
2MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES
5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI PSL MATERIAL SHALL BE AS FOLLOWS: REDUCE STRENGTH BELOW REQUIRED VALUES.
DO NOT PROCEED WITH
301. LVL PSL 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD FRAIJINo' UNTIL SURVEY.
6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE FB= 2600 PSI 2900 PSI PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE OCCUPANCY OR OF FOUNDATION LOCATIO
POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF HAS BCIJ APPROVED,
WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI STIFFENERS. USE IS UNLAWFUL
SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL FV= 285 PSI 290 PSI
REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE E= 1,900,000 PSI 2,000,000 PSI 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN WITHOUT CERTIFICATE W
STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS ACCORDANCE WITH THE LATEST MANUALS CF THE AMERICAN WELDING OF OCCUPANCY O
OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE
CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS z
VERIFICATION. FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR J
FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING IS Q
7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 BUILT-UP. TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL RETAIN STORM WATER RIJ1"!0 F
SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES PURSUANT TO CHAPTER 26
CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS.
SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. 3 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS OF THE TOWN CODE.
DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: S. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED V
8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL M.C. ON DRAWINGS, THE CONNECTION SHALL.BE MADE TO DEVELOP THE FULL
SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL 1.3E LSL 1.5E LSL 1.55 LSL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH
TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY FB = 1700 PSI 2250 PSI 2325 PSI ANY ARCHITECTURAL OR MECHANICAL CLEARANCES.
GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED FC(PARALLEL TO GRAIN)= 1400 PSI 1950 PSI 2050 PSI
BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW ]FC PERPENDICULAR TO GRAIN)= 680 PSI 775 PSI 800 PSI 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND U)
AND VERIFICATION. FV= 400 PSI 400 PSI 310 PSI QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL.
E= 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI Q
9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Co/ l � 0 r)"7-
PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. 4 MEMBERS NAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION v
FROM THE E"•tiGINEER. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY W
10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO OWNERS TESTING LAB. z
THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS _j W
OTHERWISE SHOWN. 12. H.S. BOLTS OR WELD SHALL BE USED 1N THE FOLLOWING LOCATIONS: t V
CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT MEMBERS
11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT ALL
DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACFD HANGER, POST, STRUT AND COLUMN CONNECTIONS,AT MEMBERS FRAMING TO
CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM_CONDUITS-si-IALL COLUMNS AND WITHIN Y-0"OF COLUMNS.
NOT BE PLACED IN CONCRETE.
13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER
12. NO ALUMINUM SHALI,BE CAST IN CONCRETE. INSTALLATION TO PREVENT NUTS FROM BACKING OFF.
13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE
WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS.
DRAWINGS. LO
15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99
14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO TNEMEC PRIMER" MODIFIED ALKYD RUST INH131TIVE PRIMER, TNEMEC CO.,
REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING INC.OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) W W T-
SUBMISSION OF CONCRETE TEST MIXES.
E POURED UNTIL PLACEMENT OF REINFORCEMENT IS z
I5. NO CONCRETE IS TOB z Q >"'
CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.
W z
0� W
REINFORCING STEEL W M :D
ry
1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM
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SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE z
REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED
STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR
� J O �
FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCINGW
BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 0 O O
WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF z C\I V
REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL a
CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL.
2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000
Revisions
PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE
FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS ATE ENDS AND SIDES No. Date Description
AND TIED SECURELY,UNLESS OTHERWISE NOTED.
2 --/--/-- ----
3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 3
SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED
4
FOR EE RTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION.
` DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING 5
UNLESS OTHERWISE NOTED.
4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM,
Designed By : RWA
FOR ALL SLABS ABOVE GRADE. Drawn By : RWA
5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN
Checked By
ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION.
6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY
UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS �Date 06/1/1 5/2020
MINIMUM AT SPLICES UNLESS OTHERWISE NOTED.
:
Scale AS NOTED
7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7,
ACI318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS.
A.FORMED WALL 2"BACKFILL SIDE. 3/4"FRONT SIDE
B.FOOTING 3"
C.SLABS ON GRADE 3/"TOP,3"BOTTOM
D. STRUCTURAL SLABS 3/4" S �000
8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE
DETAILS.
Sheet#
30'-0"
30'-0"
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D 2 " TZE N I -24"DEPTH CABINETS BELOW H 00 I� I Office: (631)259-3959
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3'-32" 4'-11" 5'-102" 5'-10 2" 4'-11.. T-32" -301-0- EXTEND PATH I EXISTING PATH
52.. 52" 52" 52"
30'-0
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PROPOSED SECOND FLOOR PLAN
PROPOSED FIRST .FLOOR: PLAN J
SCALE: 1/4"= V-0" : ' SCALE: 1/4" = V-0"
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ILL
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8" 8"
28'-8"
NOTES: co
—
7.1
1. &SW-1 - INDICATES SHEARWALL. PROVIDE2 THICK PLYWOOD W/BLOCKING AT
HORIZONTAL JOINTS. PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c. SIMPSON HDU5-SDS2.5F_ LO
I —
• , � '•�+ I
COLUMN ABOVE
HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL.AND INSTALLED PER ; `
TYPICAL DETAILS"V.I.F."- INDICATES VERIFY IN FIELD AND CONSULT ENGINEER/ARCHITECT
PROPOSED AREA CALCULATIONS I I COLUMN :-;' w w
2. �- HD INDICATES APPROXIMATE LOCATION OF SIMPSON HDU5-SDS2.5 HOLD DOWN I ,' I ( ABOVE
J zQ
PROPOSED TWO CAR GARAGE = 840 SQ.FT `�
3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS PROPOSED ATTIC STORAGE = 608 SQ.FT I „ .N I ( I ,`n "I N
W —j Z
6 8, 6 \ 1 „ 68.6
4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS ARE TO HAVE A
9'-4" 3'-0" 8'-10" " 2'-0" 4�'6� — O LLI
SIMPS014 FACEMOUNT HANGER SIZED TO FIT CONNECTING MEMBERS.
W
5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN ABOVE COLUMN ABOVE .� V
BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS r
Z =
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RAFTER PITCH EXTENTS OF 13 _ - INDICATES LOAD BEARING WALL BELOW I - I Z I I I I�� c' FRAMING
DIRECTION INDICATES COLUMN BELOW ® PROPOSED Revisions
cv R6I I "� SLAB ON GRADE I I No. Date Description
Z -INDICATES COLUMN ABOVE/BELOW C :j - INDICATES LOAD BEARING WALL ABOVE COLUMN
N a ❑ - INDICATES COLUMN ABOVE \ ABOVE
BEAM END S-WO TIOD)
COLUMN �-JOIST RAFTER 5 SLAB ON GRADE W/4X4-W2.9XW2.9 i I I I I I 2 _-_-
/
(LBS-WOOD) OVER BEAM ALL WOOD POSTS TO BE (2)-2X MINIMUM WWF REINFORCEMENT,COMPACT 3 -'/--/�-
(KIPS-STEEL) TYPE. & SPACING I �; FOUNDATION WALL FOUNDATION OVER CUTIN 12"LIFTS T I I I •jI 4
BEAM NUMBER ' -2X6 P.T. PLATE OVER SILL SEALER 95%STANDARD PROCTOR DENSITY 5
AND COPPER TERMITE SHIELD. PRIOR TO SLAB POUR s
``'•? I-2"X 8"ANCHOR BOLTS @ 3'0"0 C. o
BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 8"P.C.WALL w/(2)#5 BARS @ °' =
BOTTOM AND TOP WITH 2"CO ER I I I I Designed By RWA
FRAMING LEGEND #4 HOOK INTO FOOTING @ 18" .C. ;
Drawn By : RWA
2"XPS OVER ENTIRE WALL EXTERIOR I- 10X20 P.C. FOOTING w/(3)#5 TOP OF WALL= B.O. SLAB I COLUMN I I Checked By : AA
L HORZ. BARS ABOVE
&.• .
HEADER SCHEDULE
Co
Date : 06/15/2020
H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 4" LVL
Scale AS NOTED
9'-4" 1'-8" 9'-4" 2'-8" 3'-4"
H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL
H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL 8" 1'-2" 8"
30'-0"
PROPOSED FOUNDATION PLAN S . i
SCALE: 1/4"= V-0"
Sheet#
VAPOR RETARDED FIRST POUR SECOND POUR
24" EDGE LAP . OMIT SEE PLAN FOR
REINFORCEMENT
AT EXTERIOR SLABSDiLandro
PROVIDE CONT. CHAIR AT T-0"O.C. MAX SEE PLAN FOR
SLAB THICKNESS BUILDING TOi. '= . .._ Andrews
TO MAINTAIN REINFORCEMENT AT _j STOP REINFORCEMENT AT }
ELEVATION SHOWN U TONGUE 0'-6'1/4"PREMOLDED
0'-6" EACH SIDE OVERHANG "{ n g n e e r i n g
AND GROOVE JOINT FOUNDATION 2"
C) DESIGNED BY 158 County Rd. 39, Suite 10
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STONE VENEER
miff AND FLASHING
III—III I I=I I BY OTHERSDROP IN SLAB TO ALIGN
WITH GARAGE DOOR Professional Seal
III— -III SHELF FOR SLAB ON GRADE, SEE PLAN
III=-I I- CONNECT P.T. PLATE TO CONNECTION FOR REINFORCEMENT
GRANULAR SUB-BASE ill ) III OF FUTURE
REFER TO GEO-TECH.
NATURAL"CUT"GRADE OR REPORT OR 6"MIN. CONSTRUCTION JOINT DETAIL FOUNDATION SHELF W/ / F
z 0x9 LONG ANCHOR BOLTS APRON
COMPACTED SUB-GRADE
x x x x x x
NOTES: z 0'-2"SHELF AT 3'-0"o.c.
CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETE U #5 DOWEL AT 12 o.c. HORIZ.
W #5 DOWEL AT 18"o.c.
OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS z •
TYPICAL SLAB ON GRADE DETAIL MAY ONLY BE USED AT LOCATIONS SPECIFIED FOR CONTROL O
0� #5 AT 18"o.c.VERT. O (2)-#5 CONT.TOP AND BOTTOM
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PLAN FOR REINF.
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TYPICAL CONTROL JOINT DETAIL TYPICAL STEPPED SLAB DETAIL I a W
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SAW CUT IS TO BE PERFORMED NO LONGER THAN 12 HOURS m U
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WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF FOUNDATION 2" No. Date Description
SIZE, SEE NOTE 1 (TYP.) SLAB DESIGNED RS 1 --/--/-- ----
OTHE
2 --/--/-- ----
ISOLATED FOOTING SCHEDULE NOTES: STONE VENEER 4
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CALLOUT THICKNESS ADDITONAL INFO.
AXIALLOAD LENGTH IWIDTH LENGTHWISE WIDTHWAYS BUILDING CONNECTED TO
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�- AND TO EXEND Scale AS NOTED
CALCULATIONS ARE REQUIRED.
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SIDE OF OPENING
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S-200 SCALE: NTS S-200 SCALE: NTS S-200 SCALE: 3/4"= 1'-0"
Sheet#
12 an d ro
3.25
Andrews
E n 9 1 In e e r I n g
ROOF
ioo
WINQQW1QQQRH&PBHaIG�T-GAF ARCHITECTURAL ASPHALT SHINGLES 158 County Rd. 39, Suite 10
7Tfl -3/4"CDX PLYWOOD SHEATHING
Southampton, N.Y.11968 l 304 BITUMINOUS BUILDERS FELT Office: (631)259-3959
SOFFIT / FASCIA' Info@DiLandroengineering.com
1X8 BORAL FASCIA TRIM
00 BEAD BOARD SOFFIT
12
I
Professional Seal LI 0 1< .5 EXTERIOR WALLS
0 NE'vV RED CEDAR PERFECTION SHINGLES
HEADER HFIQHT
15/1 BITUMINOUS BUILDERS FELT WINDOW/DOOR
5/8"CDX PLYWOOD SHEATHING
TOP OF 2ND FLOOE SUBFLOOR -2X6 D.F. STUDS @ 16"O.C.
5/8"GYPSUM WALL BOARD 1: MEE 1111
FLOOR SYSTEM
34'T&G SPAN RATED SUB-FLOOR
1
JOISTS AS NOTED[71 11-1 IT 1 11 11 111 FOUNDATION WALL
-2X6 P.T. PLATE OVER SILL SEALER
'z a, = OOF 2ND FLOOR
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Li 0, CD AND COPPER TERMITE SHELD. SUBFLQ)R Y_ NN
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0
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PROPOSED TWO CAR GARAGE z
12
3.25 ROOF
- RIGHT ELEVATION
GAF ARCHITECTURAL ASPHALT SHINGLES
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J'X 8"ANCHOR BOLTS @ TO"O.C.
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Revisions
SCALE: 1/4"= V-0" No. Date Description
2
3
4
5
Designed By : RWA
Drawn By : RWA
Checked By AA
Date : 06/01/2020
Scale AS NOTED
S � 300
Sheet#
DiLandro
Andre,ws
En9lneerIng
158 County Rd. 39, Suite 10
Southampton, N.Y.11968
Office: (631)259-3959
Info@DiLandroengineering.com
Professional Seal
(2)2"x 12"NAILING RIDGE
12 "'
3.251l O.G 2x10 �3.25
. , �`' // \ ' 4FrFRs
@ 16" �-�_:.-�-•��;
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-30#BITUMINOUS BUILDERS FELT / j L. . . EADE�
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U TO MAINTAIN REINFC^GEMENT AT SLAB THICKNESS
l • ELEVATIDN SHOWN Revisions
00 No. Date Description
F- CONT.#5 HORIZONTAL xx x��
y
O • (2)-TOP AND BOTTOM °. 4 �` . .• • ' '' .4A ' �!a WRAP W.W.F.AROUND CONT. ------ ----
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? MIN. EDGE WITH4"
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—1III—I ( I ' III—I I RADIUS TOOL 5
(3)-#5 CONT ( I —X° x a X x
C) —III-• —I . . •• ° a °
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REFER TO GEO-TECH. B
NATURAL"CUT"GRADE OR REPORT OR 6" MIN. 2 Drawn By : RWA
BOTTOM OF FOOTING
COMPACTED SUB-GRADE I I—III zz Checked By : AA
EL. = SEE PLAN 0'-6" 0'-8" 0'-6" _ 119
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TYPICAL SLAB ON GRADE DETAIL TYPICAL STEPPED SLAB DETAIL I I—I a w Date : 06/01/2020
mz
3 SECTION � w Scale AS NOTED
S4
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Sheet#