HomeMy WebLinkAbout42086-Z ®�pSiA.
EWCo�y Town of Southold 12/18/2018
0
P.O.Box 1179
a' 53095 Main Rd
X4,1 �a r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40107 Date: 12/18/2018
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 2620 Orchard St., Orient
SCTM#: 473889 Sec/Block/Lot: 27.-3-2.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/19/2017 pursuant to which Building Permit No. 42086 dated 10/24/2017
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:
non-habitable accessory garage with storage only above as applied for.
The certificate is issued to Fuhrmann Brian T Trust&Ano.
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42086 11/14/2018
PLUMBERS CERTIFICATION DATED
ut ' e Signature
�gaFFntK� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
co TOWN CLERK'S OFFICE
100 . SOUTHOLD, NY
poi � Sao
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#: 42086 Date: 10/24/2017
Permission is hereby granted to:
Fuhrmann Brian T Trust
3201 Vista Dr
Manhattan Beach, CA 90266
To: construct accessory garage as applied for.
At premises located at:
2620 Orchard St., Orient
SCTM #473889 ,
Sec/Block/Lot#27.-3-2.3
Pursuant to application dated 10/19/2017 and approved by the Building Inspector.
To expire on 4/25/2019.
Fees:
ACCESSORY $330.40
CO -ACCESSORY BUILDING $50.00
Total: $380.40
Buil spector
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 2110 of 1%lead.
5. Conunercial 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
I. 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. October 19, 2017
New Constriction: X Old or Pre-existing Building: (check one)
Location of Property: 2620 Orchard Street Orient
House No. Street Hamlet
Owner or Owners of Property: Maria Marill & Brian Fuhrmann
Suffolk County Tax Map No 1000,Section 27 Block 03 Lot 2.3
Subdivision Filed Map. Lot:
Permit No. Date of Pennit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: X (check one)
Fee Submitted: $ (_}
Applicant Signature
t
Town Hall Annex Telephone(631)765-1802
54375 Main Road s� Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 •® c roger.riche rtCa�town.south old.ny.us
OASBUY Y9
BUILDING DEPARTMENT
TORN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Fuhrmann
Address: 2620 Orchard St City. Orient St: New York Zip: 11957
Building Permit# 42086 Section- 27 Block. 3 Lot 23
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor. - DBA: Platinum East Electric License No: 34091-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 6 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures 11 TVSS
Other Equipment "DETACHED GARAGE"
Notes,
Inspector Signature: Date: November 14 2018
81-Cert Electrical Compliance Form As
•�� SOF SO�jyo
��'YOOUM'1,0cc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
/.0- INSPECTION
[ FOUNDATION 1ST ��✓ '�[ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 61)0�vm I w- ov 6A 6 Y/
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6) V Dt%) 15 KexAl
DATE ll l o INSPECTOR
lW 6 ` SOF SOOT
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm,��'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [YJFINAL
ULATION
[ FRS A®G /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE I INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
till
FOUNDATION (1ST) tt
C� �� ✓ 6J
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---------------------------------
FOUNDATION(2ND)
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ROUGH FRAMING&
PLUMBING y
Q° yINSULATION PER N.Y.
STATE ENERGY CODE
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FINAL
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 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
® [EC[E0V[E
Trustees
A_ Flood Permit
Examined ,20 Storm-Water Assessment Form
DD
Contact:
Approvedb ,20 [ OCT 1 9 2017 Mail to: Tom Samuels
4—
Disapproved a/c 25235 Main Road, Cutchogue
B1JH'113�ti G DEPT'TOWN OF SOU'THO Phone: 631 734 6405
Expiration ,20
Building Ins or
APPLICATION FOR BUILDING PERMIT
Date October 19 , 2017
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building,Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter,a new'permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(SignTMreof applicant or name,if a corporation)
25235 Main Road Cutchogue NY 11935
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Architect
Name of owner of premises Maria Marill & Brian Fuhrmann
(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 d;N#p
2620 Orchard Street, Orient, NY 11.9 7 ''" °_ ?`' ,`f`�"`.
House Number Street , , � :��°f K' ,c-='. :f iF.ac:?
y "' -Hamlet�•
County Tax Map No. 1000 Section 27 {,,;,t.>"B,lock:;° Q3,A;i6',`._6;>' Lot 2.3
Subdivision Filed,Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single Family Residence
b. Intended use and occupancy Garage
3. Nature of work(check which applicable):New Building X Addition Alteration
Repair Removal Demolition Other Work
100,000 dollars 1" � ;'r`� , 4 r (Description)
4. Estimated Cost '' .F,ee 3
E
i y (To be�paid on filing this application)
5. If dwelling, number of dwelling units Dumber of dwelling unitsjbd each floor
If garage, number of cars 2
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 24' Rear 24' Depth 24'
Height 19'-6" Number of Stories one w/ loft
9. Size bf lot: Front 128.2' Rear 143.5' Depth 428.1'
10. Date of Purchase Name of Former Owner
1 l. Zone or use district in which premises are situated R - 80
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES NO_X_Wili excess fill be removed from premises? YES X NO
Maria Marill/Brian Fuf�r ann Manhattan Beach 310 600-0075
14. Names of Owner of premises rens 3201 Vista Dr. CA 90266 Phone No.
Name of Architect Tom Samules Address25235 Main Road Phone No 734 6405
Name of Contractor 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 BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO X
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
M
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF 5yrrojK.
Ta S`wI�Pi1- being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He'is the XICc, 1 4eL�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn day of LAUREN M MCKISSICK
y UBUC-STATE OF NEIN 'OA
No.01 M
Notary Pub Qualified in Suffolk County Sig iature of Applicant
My Commission Expires May 23,2020
Scott A. Russell s°SUS S'T'01R.MWA\TJE1K
SUPERVISOR MANAGEMENT
GEME \
7
SOUTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: � !�
Yes No (CHECK ALL THAT APPLY)
lli
® A. Clearing, grubbing, grading or stripping of land which affects more Maj
®[� than 5,000 square feet of ground surface.
B. Excavation or f illing involving more than 200 cubic yards of material
f within any parcel or any contiguous area.
E�C. Site preparation on slopes which exceed 10 feet vertical rise to
l `I'
�r 100 feet of horizontal distance. )
r ❑�D: Site preparation within 100.feet of wetlands, beach, bluff or coastal
erosion hazard area.
1'a ❑[ E. Site-preparation within the one-hundred-year floodplain as depicted {�
�► on FIRM Map of any watercourse.
❑ 2 F. Installation of new or resurfaced impervious surfaces of 1,000 square Aja
feet or more, unless prior approval of a Stormwater Management I!
f Control Plan was received by the Town and the proposal includes f
in-kind replacement of impervious surfaces. J �;
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form,to the Building Department with your Building Permit Application.
I APPLICANT (Property Owne' esion Professional,--^—gent,Contractor,Other) S.C.T.M. #: 1000 Date
je)1jqA
NAME
v mu Section Bloch Lot
11#^N4"FOR BUILDING DEP
ARTMEI\iT--�E ONLY**
4( Contact information
II' Tek3irc t`mber �1 ��; 'l
f� — — — — — — — — — — — — — — — Reviewed By: Ul. �-
,r - {tate* - i ®J "7
p Property Address/Location of Construction Work: — — — — — — —
��� rt Approved for processing Building Permit.ctr
4 'A d fl — — Stormwater Management Control Plan Not Required.
Stoi inwater Management Control Plan is,Required.
i) 4t E] (Forward to Engineering Department,for Review.)
FORM SMCP-TOS MAY 2014
FF��C BUILDING DEPARTMENT- Electrical Inspector
Q� TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roper.richert(a).town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: L/P-,-n+ Date: �l-1
Company Name: P I Ck I I rJL#1 E tr C
Name: Ve-i rl+
License No.: 3Yo91 - ME email: plahnveieui2 41ya ce
Address: ` PO Sour c.
Phone No.: &3I - -I 91o2 Y
JOB SITE INFORMATION: (All Information Required)
Name: /�l 2t /i�►�M
Address: 20 04 C tf
Cross Street:
Phone No.: i — & S--
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTIO WORK (Please Print Clearly) O
If a 19 0 Z 14ou sr CT/+t(k-,o O' i
e �oD,08
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION 00
Request for Inspection FormAs
i
Samuels and Steelman Architects
25235 Main Road, Cutchogue, NY 11935
631 734 6405
October 19, 2017
Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: NEW GARAGE
Marill Fuhrmann Residence
2620 Orchard St. -
Orient, NY
I hereby apply for a Building Permit for a detached accessory GARAGE at the Marill
Fuhrmann residence. The proposed structure will be non-habitable, unheated, and with
no plumbing. Attached documentation includes the following:
1. Building Permit Application
2. Four (4) sets stamped DRAWINGS
3. One (1) SITE PLAN for Town Engineer
4. Storm Water Management Work Sheet
5. Application for Certificate of Occupancy
Please review the enclosed and get back to me with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with a total fee
for same.
Thank you,
E
Tom Samuels
N/o/F RE1�I S I ON5
JOHN M. BREDEMEYER III TEMPORARY STORM WATER N/O/F OLD FARM RD. �Y�✓IS AS BUILT
BEVERLY A. BREDEMEYER RUNOFF CONTROL MEASURE JOHN 4 JAY MGKA5EYS1
RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH • 1 1� /$
WELL 4 SANITARY SYSTEM SEE DETAIL I THIS SHEET WELL & SANITARY SYSTEM SCTM # 1000-27-3-2.3 l t l
PROPOSED NEW UNDERGROUND- EXISTIN IMIT5 OF XISTING UTILITY POLE PROPERTY: 2620 ORCHARD STREET 4,d"4im
DRYWELL FOR WATER FROM POOL DRYWELLS CLEARING AND
ADDRESS ORIENT, NY
14 13 TYPICAL LAND DISTURBANCE XISTING SEPTIC SYSTEM
\ +/-21,000 SF
OWNER: MARIA MARILL & BRIAN FUHRMANN IvCa'�►°� ak �'`�
N22.56'30"E __12 264.26' 12 3201 VISTA DR., MANHATTAN BEACH, CA
LO
- - SITE: 40,547 SF = 0.93 AC
v �P \ �12 ZONING: R-80
REGRADING AS SHOW g cy - d W 4 I O O7/
LP N
ACCESSORY STRUCTURE ENVELOPE - to to O C6 SURVEYOR: KEN WOYCHUK Y
EXISTING WELL - ---- - - - ------ - - - ------- - - - ---- � N P.O. Box 153 W
PRINCIPAL STR VELOPE
- ----- �_�_�- ---- - _ -- --- - - -- - ---- - -- -----�---- Aquebogue NY 11931 � W O
-� - 6312981588 r' �-
SEE 51 T� I I � j - - � � � � II.B 0 LICENSE # 49273 D
�� SIDE
• � C� DATED 10-27-2015
ENLAR&F_ �iENT +12.0 -\ I YARD `` ISG". 2 9 i.. V W
I ( NE POOL 1 cy .SOIL EXISTING I SET- Noft
= Z
SHEET # 15' R 8145 I x STOCK �- RESIDENCE i BACK NTION
14 26' 4.. W / i'ILE :. - - - FIN FLR N/O/F LOC
".
IO I IAn
AREA ELEV I JEFFERY WE155 00 Y O
N/O/F �I�I E Q D Oj +14.0 i RESIDENCE WITH No �fV Main Etd
STEPHEN 4 ,,� tYl N FLR G NTERLINE OF RE51D NCE EW WELL OR SANITARY SYSTEM
ESTHER ROTELLA ' 0Iw I izs +� c Z I AND POOL HOU5 UNDERGROUND
wl WI SEPTIC LINE
w C I•--
ww W UNDERGROUN DW
PROPOSED NE vI� � I Q I ATER LINES FROM FROM POOLHOUSE XISTING DRYWELLS Qom, � Q Z
N ERSROUN12 41V v� I WELL TO HOUSE TO HOUSE I TYPICAL \, LL
\\\`
DRYWELL FOR RAINI +12.0 ND FROM HOUSE \\\O hard
WATER RUNOFF FROM ` I TO POOL HOUSE DW I St W Q
O
POOL HOUSE AND \ I61MOPOSED I TEST HOLE EL + 10.8 \
RO
POOL EQUIPMENT X A
\X PT V
I
OIL x i � Q STOG - I \.
\;��\` O� , . SITE
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13 I \ .501L'' VI 12.1'+� - PILE AREA II.B'+ EXISTING
� \ i KING 10
PILE AREA❑
AREA'. �
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I 11 \�\� : ` O� Je< F
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601
\, O'
RE R YARD SETBACK GRADING NEW o
TEMPORARY STORM WATER I 12 O
AS SHOWN GARAGE '. .,,
RUNOFF CONTROL MEASURE I +I I.q EXISTIN DRIVEWAY o W \ \\\�` \\,\ �r
WIRE FENCE W/ FILTER CLOTH I FIN FLR W \\\\ ;.,.
o PISINGIPA STRUCTURE ENVELOPE Gal'd111eCS CO
SEE DETAIL I THIS SHEET / I- - - - - ---- - - - - -- - ELEV - - -- - -- - - - - - - - - -- --- --- n 11 \ \ Bays\ \
b�� I ACCESSORY STRUCTURE ENVELOPE +Ib N22'55'30"E 160.00 [�
L_ \
p j- -- - - -- -- -- - - - -- - - -- -- W V �'•'
-_ � O\ O \\
,n Q V•- 3:N m 1 EXISTING DRIVEWAY \ 0
12 S22 55 30 W s '� - - - �' - - - - TEST H O L E '� Q
' i 1 428.10' `� � NO SCALE
11 BY MARK McDONALD GEOSCIENCE
7ROP05ED NEW TAGING AREA AND PROPOSED N
LIMITS OF GLEARIN TEMPORARY STORM WATER UNDERGROUND CONCRETE WASHOUT AREA X15TIN5 DRYWELL5 N/O SOUTHOLD, NEW YORK 11971 Q N
AND LAND DISTURBANCE RUNOFF CONTROL MEASURE TYPICAL
+/-21,000 SF WIRE FENCE W/ FILTER CLOTH DRYWELL FOR RAIN
SEE DETAIL I THIS SHEET WATER RUNOFF JOHN A. t DIANE S. TEST HOLE DATA 11 / 5 / 15 ELEV. + 11.0
FROM NEW GARAGE PRIZEMAN
1.0 FT. DARK BROWN LOAM OL
• 3.0 FT. BROWN SILTY SAND SM
PQ- L H
BROWN FINE TO COARSE
GENERAL STORMWATER POLLUTION PREVENTION NOTES SCALE: 1 " = 20'-0" 9.0 FT. SAND WITH 10% GRAVEL SW
PERMANENT STORM WATER RUNOFF CONTROL MEASUREPALE BROWN FINE
9.8 FT. TO COARSE SAND SW 06 Z
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
Development activities for this project will consist of: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted WATER IN PALE BROWN N a'
1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes. 17 FT. FINE TO COARSE SAND SW _J n, o c
2. Clearingof trees and brush in areas shown on Site Plan COMMENTS: WATER ENCOUNTERED 9.8' 'm o °
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage w '�• t z
3. Demolition and removal of the existing building and septic system systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall BELOW SURFACE, ELEV 1.2' a
4. Excavation for a new buildingfoundation (+/- 3 ft below finished rade w' M =
grade) be maintained until construction is complete. p a o
5. Construction of a new foundation F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local
DRNAGE CALCULATIONS w• N =
6. Construction of the new residence roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto Q i....
7. Site grading from the public road to the area around the proposed building public roads to be removed or cleaned on a daily basis. AREA OF POOL HOUSE (DW-A)
WIRE FENCE W/ y N.
8. Construction of underground electric and utility lines from the utility pole to the new building G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR
9. Construction of a new underground water line from the new on site well to the new residence shall be protected from sediment buildup through the use of appropriate inlet protection. (DA-A) 550 5F x (2/12 FT) x 1.0 = 5q GU. FT.
10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. USE: (1) 5' DIAMETER x 4' HIGH POOL
11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 on this sheet 1. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be (1) 8 X 4 STORM DRAIN RING = 165 CU. FT.
PROVIDED REaUI RED
12. Installation of underground piping from gutters and downspouts to the drainage structures cleaned and flushed as necessary. SURFACE 168 GU. FT. > 5q GU.. FT.
13. Filling and grading of soil above drainage structures J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections FILTER CLOTH MIN. 6" DRAINAGE
P p p p p BELOW GRADE FLOW AREA OF GARAGE (DW-B)
14. Construction of new terraces and walkways must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. of NE[J/y
15. Construction of new drivewayand parking areas including grading and driveway surfacing DRY WELL AREA x RAINFALL x RUNOFF FACTOR ���
p 9 g 9 9 Y g Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, \��\' PS c. s,1,� --
16. Installation of new landscaping plants, lawns \� \ \ \ \\/ (PN-5) 5'16 5F x (2/12 FT.) x 1.0 = q6 CU. FT.
p 9 p cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair sof inlet protection �/� ; \\�\ USE: (I) 8' DIAMETER x 4' HIGH P00L ,
17. Removal of the temporary erosion control measures devices. �� = ~ <N
(I) 8' X 4' STORM DRAIN RING - 168 GU. FT.
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REGUIIRED ` I
168 GU. FT. > qb CU. FT.
SITE DATA debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing 0183C�' 1,
Site Area: 40,547 SF = 0.93 AC shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The TEMPORARY STORM WATER RUNOFF CONTROL *'�
Soil Classification: See test hole contractor shall periodically clean up any debris accumulated along the temporary fence and-empty the dumpstersMEASURE - EROSION & S EDIMENT CONTROL DETAIL PROJECT NO:
Receiving Waters: Gardiners Bay regularly. 2 NO SCALE 1516B
Contractor: N/A DRAWN BY:
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction UT
POLLUTION CONTROL MEASURES activities to the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY:
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and TOP OF EXISTING TS
sediment control measures including, but not limited to, the following shall be employed during construction: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE GRADE TRAFFIC SLAB (SEE DATE:
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast PLANS FOR LOCATIONS) 10/31/17
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, ry SCALE:
shall remain undisturbed. finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, 1" = 20' . 019
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that piping for plumbing, outdoor paving materials. - J
O SHEET TITLE:
DRAINAGE BA51N
areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the Waste materials shall include demolition materials from the existing building structure, unused building materials and A N ® ® ® ® ® ® ® ® ® SEE SITE PLAN
NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will p N 5' ® ® ® ® DE� ® E E E 0 FOR SIZES
mixtures shall be in be temporarily stored and dumpster shall be emptied weekly by a private carting company. z O MIN ® ® ® ® ® E ® ® O SITE
accordance with the soil conversation service recommendations. Z rZ ® ® ® ® ® ® E E V -BACKFILL
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Q lu ® ® ® ® ® E E E p- MATERIAL TO PLAN
completed, or if construciton on an area is suspended, the area shall be seeded immediately. ® ® ® ® ED ® E E E BE GLEAN SAND
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® E E E AND GRAVEL
b. Soil Amendments
�t z
1. Lime to ph 6.0 X -GROUND WATER
SHEET NO:
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) -
c. Seed Mixtures PERMANENT STORM WATER RUNOFF CONTROL
1. Temporary seedlings McFALE
RE - STOM RDRAINAGE RING TYPICALa. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.)
b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if
seeding in October/November.
2. Permanent seedlings - See Landscaping plans
BIDDING & PERMITS
N/O/F
JOHN M. BREDEMEYER III TEMPORARY STORM WATER OLD FARM RD.
BEVERLY A. BREDEME,I RUNOFF CONTROL MEASURE JOHN $ JAY Mr KASEY
RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH SITE [jkkTm
WELL 4 SANITARY SYSTEM SEE DETAIL I THIS SHEET WELL $ SANITARY SYSTEM SCTM # 1000-27-3-2.3
PROPOSED NEW UNDERGROUN EXI5TIN IMIT5 OF XISTING UTILITY POLE PROPERTY: 2620 ORCHARD STREET
DRYWELL FOR WATER FROM POOL DRYWELL5 CLEARING AND ADDRESS ORIENT, NY
14 13 TYPICAL LAND DISTURBANCE XISTING SEPTIC SYSTEM
+/-21,000 5F OWNER: MARIA MARILL & BRIAN FUHRMANN
\ N22.56'30"E _ _ X12 264.26' 12 3201 VISTA DR., MANHATTAN BEACH, CA
u� SITE: 40,547 SF = 0.93 AC
i
M \ � v Lp c;12 ZONING: R-80
00LP
REGRADING AS SHOW ST Q W Q \ N
ACCESSORY STRUCTURE ENVELOPE �\ N N m oo SURVEYOR: KEN WOYCHUK
EXISTING WELL - -- -- ------ -- -- - -- ------ --- ---- � � P.O. Box 153 W
- - ---- -�---- - PRINCIPAL STR - - -- -- --- ----
Aquebogue NY 11931 O- - --- -- _ -- ---- -
-
SIT -I 11.8 0 631 2981588 = >-
SEE /I // I �� Lp LICENSE # 49273
DW SIDE
ENLAROE�EN-r- � +12.0' � \ I YARD DATED 10-27-2015 � W
I f PR OSEL 1 cV : SOIL , E EXISTING 1 5ET-
Z
1 N POO RESIDENCE I BACK C�.1
SHEET # 15' Ge I 45 I x STOCK �_ - Lk ATI MAP
LL
AV- -M V E
14 26' 4" W / i�ILE �---__ - - FIN FLR
N/O/F IV
s 1 AREA . . ELEV I CD
I� EW POOL °-I I +14.0 I JEFFERY WE155
N/O/F I� USE O = RESIDENCE WITH NO N d
STEPHEN 4 ,� �I}I N PLR JI G NTERLINE OF RE51 NCE ROPOSED NEW I WELL OR SANITARY SYSTEM R
EBTHER ROTELLA I N W ZLEV >112.5 -7 Z I AND POOL HOU UNDERGROUND I L
0 PROPOS n lu PROPOSED NE SEPTIC LINE DW' I I J F-
vl� ( R c_ 1 I UNDERGROUND FROM POOLHOUSE \ XISTING DRYWELL5 O Z
PROPOSED NE V I TO HOUSE I TYPICAL O 0 W
UNDERGROUNDI I \ WELL TO HOUSE Cl)vI W TER LINES FROM I \\ = (n -
DRYWELL FOR RAIN IQlj� +12.0 DW
Dw \\� rohara
WATER RUNOFF FROM ND FROM HOUSE \ 1 Sf Q
POOL HOUSE AND \ I d) !yam E TO POOL HOUSE I \\� \\ W
TEST HOLE EL + 10.8 \\�
POOL EQUIPMENT x X 4 I _ I \„ PRO T V
R G \\\ \,.
SOIL STOCK I , SITE
13 I SOILS UI 12.1'+� ILE ARE? II.B'+ EXISTING \\\\..
I SfiOG�E=. _ PARKING I \\ pJ`� Q
I PILE . !Y ❑❑ \ \` \ \
I AREA \,�\ \ atie
A �ti - - - - - - - ❑❑ I 111 :\\\ � e< Z
:AREA I +Il.q' ❑❑ I :\\. \;\ �J F-
\\ S
Z W
60 \ :\ \. W
PIEGRADING PROPOSED � �..,, � ,
TEMPORARY STORM WATER R YARD SETBACK 12
I AS SHOWN NEW GARAGE \ �-
EXISTIN DRIVEWAY I o � E� \\\�
RUNOFF CONTROL MEASURE 3 I / I FIN FLR +II.q' I W
` \ `
�,��.�,\ Gardners
WIRE FENCE W/ FILTER CLOTH = I �D�Y \
o / �RINGIPA STRUCTURE ENVELOPE ELEV (n w \\\ \ LL
SEE DETAIL I THIS SHEET -- ---- ---- ---- - - 1-' -- -- ---- cn
o L_ - ACCESSORY STRUCTURE ENVELOPE ---- FIT - - N22'55 30 E 160.00 [� �, \�\ , I\\
ca Q4w �o \ \ \\\ \\�
Z / I 1 1 x �v N 0 M EXISTING DRIVEWAY \ A LL V
TEST HOLE
12 S 55'30"W � � � � - � � - • - 428.10' � Q
1 1 NO SCALE
LIMITS OF CLEARIN TEMPORARY STORM WATER
7ROP05ED NEW7TA�61Nry AREA AND PROPOSED XI5TIING DRYWELL5 1 1 BY MARK McDONALD GEOSCIENCE N
AND LAND DISTURBANCE RUNOFF CONTROL MEASURE UNDERGROUND CONCRETE WASHOUT AREA TYPICAL N/O/F O SOUTHOLD, NEW YORK 11971 Q N
+�/-21,000 SF WIRE FENCE W/ FILTER CLOTH DRYWELL FOR RAIN
SEE DETAIL I THIS SHEET WATER RUNOFF JOHN A. It DIANE 5. TEST HOLE DATA 11 / 5 / 15 ELEV. + 11.0
FROM NEW GARAGE PRIZEMAN
1.0 FT. DARK BROWN LOAM OL
3.0 FT. BROWN SILTY SAND SM
r,.7,�j2z' P, LA HBROWN FINE TO COARSE r
GENERAL STORMWATER POLLUTION PREVENTION NOTES SCALE: 1 " = 20'-0" 9.0 FT. SAND WITH 10% GRAVEL SW
PERMANENT STORM WATER RUNOFF CONTROL MEASURE
PALE BROWN FINE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 9.8 FT. TO COARSE SAND SW Cd Z•
Development activities for this project will consist of: WATER IN PALE BROWN Q
p p J D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted FINE TO COARSE SAND SW
1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes. 17 FT. _J �, o
2. Clearingof trees and brush in areas shown on Site Plan COMMENTS: WATER ENCOUNTERED 9.8' o °
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage W �. U 3 X
3. Demolition and removal of the existing building and septic system systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall BELOW SURFACE, ELEV 1.2 = a Z LL
4. Excavation for a new building foundation (+/- 3 ft below finished grade) be maintained until construction is complete. = W• "
p g DRAINAGE CALCULATIONS a N U
5. Construction of a new foundation F. A stabilized construction entrance shall be maintained to revent soil and loose debris from bein traclked onto local g W• N ° M
6. Construction of the new residence roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto Q ,
7. Site grading from the public road to the area around the proposed building public roads to be removed or cleaned on a daily basis. WIRE FENCE W/ AREA OF POOL HOUSE (DW-A)
8. Construction of underground electric and utility lines from the utility pole to the new building G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR Cl) Cn'
9. Construction of a new underground wager line from the new on site well to the new residence shall be protected from sediment buildup through the use of appropriate inlet protection. (DA-A) 550 Sr x (2/12 FT.) x 1.0 = 5a CU. FT.
10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. I U5E: (1) 8' DIAMETER x 4' HIGH POOL
11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 on this sheet I. Following permanent stabilizationaved area shall be cleaned of soil and debris and drainage systems shall be (1) 8' X 4' STORM DRAIN RING = 168 CU. FT.
p 9 Y PROVIDED REQUIRED
12. Installation of underground piping from gutters and downspouts to the drainage structures cleaned and flushed as necessary. SURFACE 168 CU. FT. > 59 GU. FT.
13. Filling and grading of soil above drainage structures J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections FILTER CLOTH MIN. 6" DRAINAGE
BELOW GRADE FLOW AREA OF GARAGE
14. Construction of new terraces and walkways must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. (DW'B)
��OF NEW yo
15. Construction of new driveway and parking areas including grading and driveway surfacing Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, -� DRY WELL AREA x RAINFALL x RUNOFF FACTOR ��� Ps c. s�,� �'�,-
16. Installation of new landscaping plants, lawns cleaningand repair of sediment barriers, repair of berms and runoff diverters and cleaning and repair of inlet protection
\� \9 \? \�\\ (DW-B) 5?6 5F x (2/12 FT.) x I.O = ab GU. FT. O� r�
p p g p p ��\ �� USE: (1) 8' DIAMETER x 4' HIGH POOL
17. Removal of the temporary erosion control measures devices.
(1) 5' X 4 STORM DRAIN RING = 168 GU. FT. '
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REQUIRED
•, a"'"
SITE DATA debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing 168 CU. FT. > Q6 CU. FT.
Site Area: 40,547 SF = 0.93 AC shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The TEMPORARY STORM WATER RUNOFF CONTROL
Soil Classification: See test hole contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters MEASURE - EROSION & SEDIMENT CONTROL DETAIL CT NO J1
PROJECT NO: 1516B
Receiving Waters: Gardiners Bay regularly. 2 NO SCALE
Contractor: N/A
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction DRAWN BY:
UT
POLLUTION CONTROL MEASURES activities to the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY:
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and TOP OF EXISTING TS
sediment control measures including, but not limited to, the following shall be employed during construction: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE GRADE TRAFFIC SLAB (SEE DATE:
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast PLANS 1=0R LOCATIONS) 10/18/17
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, N SCALE:
shall remain undisturbed. finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigiid insulation, 1" = 20' - 0"
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that piping for plumbing, outdoor paving materials. - SHEET TITLE:
O0 DRAINAGE BASIN
areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the Waste materials shall include demolition materials from the existing building structure, unused building materials and Q N ® ® ® ® ® ® ® ® ® SEE SITE PLAN
NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed products, trash from construction workers meals and drinks. Pro ect site shall have a dun ster that all waste marerials will 5' ® ® ® ® ® ® ®
1 p O Q FOR SIZES
mixtures shall be in be temporarily stored and dumpster shall be emptied weekly by a private carting company. z O MIN ® ® ® ® ® ® ® ® ® O
accordance with the soil conversation service recommendations. 4 Z C ® ® ® ® ® ® EK ® ® > SITE
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are w ® ® ® ® ® ® ® ® ® BACKFILL
completed, or if construciton on an area is suspended, the area shall be seeded immediately. �- a- MATERIAL TO PLAN
® ® ® ® ® ® ® ® ® BE GLEAN SAND
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® ® ® AND GRAVEL
b. Soil Amendments - - - -
z
- - - - - - - - - - - - - - -
1. Lime to ph 6.0 GROUND WATER
2. Fertilize with 6600 Ibs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) SHEET NO:
c. Seed Mixtures PERMANENT STORM WATER RUNOFF CONTROL
1. Temporary seedlingsMALE
SURE - STOM RDRAINAGE RING TYPICAL
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.)
b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if
seeding in October/November.
2. Permanent seedlings - See Landscaping plans
BIDDING & PERMITS
N/O/F
JOHN M. BREDEMEYER III TEMPORARY STORM WATER N/O/F OLD FARM RD.
BEVERLY A. BREDEMEYER RUNOFF CONTROL MEASURE JOHN $ JAY MGKASEY
RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH I E
UM
WELL 4 SANITARY SYSTEM SEE DETAIL I THIS SHEET WELL 4 SANITARY SYSTEM SCTM # 1000-27-3-2.3
PROPOSED NEW UNDERGROUN EXISTIN IMIT5 OF XISTING UTILITY POLE PROPERTY: 2620 ORCHARD STREET
DRYWELL FOR WATER FROM POOL DRYWELLS CLEARING AND ADDRESS ORIENT NY
TYPICAL LAND DISTURBANCE XISTING SEPTIC SYSTEM
1\ 13 +/-21,000 5F OWNER: MARIA MARILL & BRIAN FUHRMANN
N22'56'30"E _.12 264.26' 12 3201 VISTA DR., MANHATTAN BEACH CA
SITE: 40,547 SF = 0.93 AC
M �
\ ,n (ST. v 7Z
LP roLP N 12 ZONING: R-80
REGRADING AS SHOW _ACCESSO_RY S_TRUCTUR_E EN_VE_LO_PE __ __ __ ___ _
_ _ _ __ _ _ _ -- -_ --- \ N SURVEYOR. KEN WOYCHUK W �
EXISTING WELL - �� - -- --__ -- -- - ---- PRINCIPAL 5TR _- -- EV LOPE --- _- -- --_ - - -_ - - _ P.O. Box 153 W
� _� __-- _. - - 1�P� � Aquebogue NY 11931 � Q
I - �-I \ II.B' O - 631 298 1588 = �-
SEE S I T �/ I I � \ \ DW LP SIDE LICENSE # 49273
-•� I +12.0' \ C� I DATED 10-27-2015
E I�L/AR�E�E I S I osED PR OSED 1 cv ` EEXISTING I SE v Z
I NE. N POOL SOIL \ \ RESIDENCE I BACK CA
SHEET # IS' RRACE 18 ( x STOCK 1_ . \ LOUM I KAM MMh
14 26 4 w / :.PILE �--- - FIN FLR I N/O/F pN0
I ( AREA `. ELEV
I Q I JEFFERY WEI55 Cn
N/O/F �-Iw sous OI +14.0 I RESIDENCE WITH NO N in pd
STEPHEN ' M (xl}I x �R I NTERLINE OF REST NICE ROPOSED NEW I WELL OR SANITARY SYSTEM -P Ma
ESTHER ROTELLA O Z I I AND POOVN UNDERGROUND
Oi W12 E _
PROPos DWI SEPTIC LINE
vl ( RRig—c I I PROPOSED FROM POOLHOU5E DW XISTING DRYWELLS �, Q Z
PROPOSED NE vI UNDERGROTO HOUSE I TYPICAL O LU
UNDERGROUND <Ij ( �I W TER LINES F
DRYWELL FOR RAIN I /+12.0 WELL TO HDyy I
WATER RUNOFF FROM ND FROM HDW I \\\\\\ arq St O
\ \ W
POOL HOUSE AND I TO POOL HTEST HOLE EL + 10.8
POOL EQUIPMENT x A -�I lac I \\\\\. ....
X 4 STDG _ - � \ �� \\ PRO T C�
13 I SOIL I 12.1 +� ,4REA 11.8+ -� EXISTING \\\'''`\ SITE
PARKINGEl El
I \
PILE QUI \\ ❑O AREA \.� \ �a�t
l AREA„ \ .,
\\ \
RE RYA 601
GRADING PROPOSED o \\\�\ \\ \\` , W
RD SETBACK \\\
I A5 SHOWN NEW GARAGE 12 ,.;�
TEMPORARY STORM WATER EXISTIN DRIVEWAY o E•i \\ \\ \; \\� ;;,
\:.
RUNOFF CONTROL MEASURE 3 I FIN FLR +11.a'
WIRE FENCE W/ FILTER CLOTH I I bY� I u� \\,\\ G�rc��ners �� C0
o / I PRINGIPA STRUCTURE ENVELOPE ELEV - -- co \ \ \\
SEE DETAIL I THIS SHEET -- -- ---- -- -- -- -- - --- - ��---- ---- cn 11 �\\. \ \\ �\� ��\ 0
\ \ Ba \\
�I I / ACCESSORY STRUCTURE NVELOPE +I� U \ 160.00' \\\\\\\ ; .. \ �\ \ \ �
N225530 E E-� \\ \ �.. � ,\\\\. � \ \\\\`
\`
Q 111 �- \\ \\
LL
U N � N M y� EXISTING DRIVEWAY o A U
TEST HOLE -'
S22-55'30"W 428.10' N !� J O
1 1 11 M NO SCALE
LIMITS OF GLEARIN TEMPORARY STORM WATER ROPOSED NEW TAGING AREA AND PROPOSED X15TiNG DRYWELL5 BY MARK McDONALD GEOSCIENCE N
AND LAND DISTURBANCE RUNOFF CONTROL MEASURE UNDERGROUND CONCRETE WASHOUT AREA TYPICALN/O� O SOUTHOLD, NEW YORK 119171 TEST HOLE DATA 11 / 5 / 15 ELEV. + 11.0 Q N
+/-21,000 SF WIRE FENCE W/ FILTER Of DRYWELL FOR RAIN
SEE DETAIL I THIS SHEET WATER RUNOFF JOHN A. $ DIANE S.
FROM NEW GARAGE PRIZEMAN
APPROVED AS NOTED 1.0 FT. DARK BROWN LOAM OL
DATE B.P. 3.0 FT. BROWN SILTY SAND SM o
FEE. .0 BY.-..
NOTIFY BUjL,:` T13 DEP ". . NT AT COMPLY WITH A►_.L CODES OF BROWN FINE TO COARSE12 L Pk HQ
i
GENERAL STORMWATER POLLUTION PREVENTION NOTES SCALE: 1 " = 20' 0"
765-1802 8 A TO 4 P FOR THE NEW YC,_ ; t_ SOWN CODES 9.0 FT. SAND WITH 10% GRAVEL SW
FOLLOWING INSPECTIONS: �, T- PALE BROWN FINE
PERMANENT STORM WATER RUNOFF CONTROL MEASURE I. FOUNDATION - TWO REQUIRED ��REQu���+� ��D coNQITIQ:..�41 r
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE FOR POURED CONCRETE 9.8 FT. TO COARSE SAND SW 06 z
2. ROUGH - FP,�.tt�} ; , PLUMBINGU) Q• M o
Development activities for this project will consist of: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted 3. INSULAT.'` rM WATER IN PALE BROWN
��� 17 FT. FINE TO COARSE SAND SW J
1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes. 4. FINAL .. i MUST ^'" '""� o g
2. Clearing of trees and brush in areas shown on Site Plan E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage BE COM; �;,�. COMMENTS: WATER ENCOUNTERED 9.S' Q 0,X
°
pp p p p p g ALL CONST SHALL MEET THE utt, BELOW SURFACE ELEV 1.2' W "J• W W
3. Demolition and removal of the existing building and septic system systems. Sediment barriers shall be installed along the limits of disturbance prior to the start-of construction and shall t a U LL
Y 9 P REQUIREMEr. ., C.�;=THE CODES OF NEW � W. � � � o
4. Excavation for a new building foundation (+/- 3 ft below finished grade) be maintained until construction is complete. YORK STATE. NOT RESPONSIBLE FOR a N 0
5. Construction of a new foundationF. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local DESIGN OR CONSTRUCTION ERRORS. RETAIN STORI�1 ^Jp,TE?' RUNOFF D RAI NAGE CALCULATIONS W• N
6. Construction of the new residence
roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sedlirnent tracked onto PURSUANT TO CHAPTER 236 a ,
7. Site grading from the public road to the area around the proposed building public roads to be removed or cleaned on a daily basis. OF THE TOWN CODE. AREA OF POOL HOUSE (DW-A) M
WIRE FENCE W/ � N•
8. Construction of underground electric and utility lines from the utility pole to the new building G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR
9. Construction of a new underground water line from the new on site well to the new residence OCCUPANCY OR 7 (DW-A) 5510 5F x (2/12 FT.) x 1.0 = 5a GU. FT.
g shall be protected from sediment buildup through the use of appropriate inlet protection. DO NOT PRC��._. .D WITH
10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. USE IS UNLAWFUL FRAIANG U"•.*, SURVEY USE: (I) 8' DIAMETER x 4' HIGH POOL
11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 on this sheet I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be I OF FOU(�'�ATi LOCATION `, (I) 8' X 4' STORM DRAIN RING = 168 GU. FT.
ED
12. Installation of underground piping from gutters and downspouts to the drainage structures cleaned and flushed as necessary. WITHOUT CERTECATE HAS BEr N APPROVED. SURFACE 165 CU. FT. > 5cl U. FT.
�
13. Filling and grading of soil above drainage structures J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections OF OCCUPANCY FILTER CLOTH MIN. 6 DRAINAGE
GRADE FLOW
AREA OF GARAGE (DW-B of t'Fw ro
14. Construction of new terraces and walkways must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. g ) �� R�
15. Construction of new drivewayand parkin areas including grading and driveway surfacing DRY WELL AREA x RAINFALL x RUNOFF FACTOR ��P P5c S1'Mf
g g 9 9 Y g Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, \ (PN-5) 5"ib sF x (2/12 FT.) x I.O = ab GU. FT. o� �
p cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection \/�\' �\\�� \ �\ \� , C
16. Installation of new landscapingplants, lawns / / �\ / r � 1
i USE: (1) 8 DIAMETER x 4 HIGH POOL
17. Removal of the temporary erosion control measures devices. � �� (1) 8' X 4' STORM DRAIN RING = 168 GU. FT.
TnU&G PLACARDIP: REQU'.sivD '�
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REQUIRED '''
SITE DATA debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing 168 GU. FT. > ab GU. FT.
TFC p.R
Site Area: 40,547 SF = 0.93 AC shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The ELECTRICAL TEMPORARY STORM WATER RUNOFF CONTROL
Soil Classification: See test hole contractor shall periodically clean up any debris accumulated along the temporary fence and empty tlhedumpsters INSPECTION REQUIRE �NoASURE - EROSION & SEDIMENT CONTROL DETAIL
PROJECT NO:
Receiving Waters: Gardiners Bay regularly. 2SCALE 1516B
Contractor: N/A DRAWN BY:
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction ��exterior ligS�tln� UT
POLLUTION CONTROL MEASURES activities to the Engineer/Architect for revision of the SWPPP where appropriate. ;nstalled,replaced o" CHECKED BY:
In accordance with therovisions of the Town of Southold, chapter 236, storm water management and erosion and aired shall cono
p p g � hll frt TOP OF EXISTING TRAFFIC SLAB (SEE TS
sediment control measures including, but not limited to, the following shall be employed during construction: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE to Cheptes172 GRADE DATE:
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast ,�"' '�^T~-:: C��"h PLANS FOR LOCATIONS) 10/18/17
A. Existing vegetation to remain shall be (protected (by installation of construction fence or other approved means) and concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, N SCALE:
shall remain undisturbed. finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, 1" = 20' . 0"
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that piping for plumbing, outdoor paving materials. SHEET TITLE:
areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is ranted b the O DRAINAGE BASIN
p p g Y Waste materials shall include demolition materials from the existing building structure, unused building materials and Q � ® ® ® ® ® ® ® ® ® SEE SITE PLAN
NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will 0 C, N 3' ® ® ® ® ® ® ® ® FOR SIZES
mixtures shall be in be temporarily stored and dumpster shall be emptied weekly by a private carting company. z O MIN 13 ® ® ® ® S ® ® ® ® O SITE
accordance with the soil conversation service recommendations. d z > ® ® ® ® R ® ® ® ® BACKFILL
LU
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are o ® ® ® ® S ® ® ® ® Q- MATERIAL TO PLAN
completed, or if construciton on an area is suspended, the area shall be seeded immediately. ® ® ® ® ® ® F; ® BE GLEAN SAND
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® ® ® ® A-AND GRAVEL
b. Soil Amendments -
v- ?
1. Lime to ph 6.0 N y GROUND WATER
- - - - - - - - - - - - - - - SHEET NO:
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.)
c. Seed Mixtures PERMANENT STORM WATER RUNOFF CONTROL
1. Temporary seedlingsMO
SURE - STORM DRAINAGE RING TYPICAL
a. Ryegrass (annual or perenniial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) CALE
b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if
seeding in October/November.
2. Permanent seedlings - See Landscaping plans
BIDDING & PERMITS
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 3 STRUCTURAL REVIEN E3Y STEVE MARESCA, PE
FOR NALL OPEN I NC; fi ROTECT1 ON OF 120 MPH 5-SECOND WIND GUSTS 188-0- NES-T} M.,ONTAUK H 167HNAY, HAMPTON E3AYS, N)"' 110f 46
(
MAXIMUM MEAN ROOF HE I CGHT: 559 SIMPSON LSTA - 20 6A6E PHONE 631 120 c1450
RIDGE 5TRAP - ALL ROOF RAFTERS
a 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY
IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA :
1 a ICESHIELD
24'SROM EDGE S I NOLE FAMILY RES I)FENT I AL
REQ
SHUTTER ASSEMBLY I-- DESIGN IN ACCORDANCE WITH AMERICANLU
Y
N.T.S. a FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN ' I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE O
23/B211 (5/4") APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD I N, HEIGHT PRESCRIPTIVE METHOD >-
(OVERLAP AROUND OPENING5 4") I 1 a HURRICANE CLIPOSUSEITION
OF 55-0" MAXIMUM W
ASSEMBLY:
I - I ( 51MPSON H3 GROUND SNOW LOAD - 45 PSF. ()
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 P5F. L.L. = Z
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L.
S
WOOD SCREW I6" O.G. v SIMPON H2 HURRICANE 30 PSF. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 I CLIP NAILED. FROM BEDROOMS -
RAFTER TO 5TUD. - WIND SPEED - 120 MPH
#10 TEE NUTS ATTACHED TO BLDG. w/ #10:x1-I/2 ( W/ WASHERS) I I FIRE AREA
TYPICAL ALL RAFTERS
MACHINE BOLT ® 12" O.G. p�' I 5 - Sd NAILS EACH END RESIDENCE: X SEISMIC DE516N CATEGORY - S
I WEATHERING - SEVERE �-
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36is
I-
1 PLATE. NAILS a 4" O.G. AT Z
-- I EXTER5HEATIO ED& E OF ALL TERM I TE - MODERATE TO HEAVY O W
•'� , I TYPE OF CONSTRUCTION DECAY - 5LIGHT CO
CONVENTI OVAL LIGHT FRAME MOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES w O
l I a CONSTRUCTION O
III
V
LTIPLE SECTION ASSEMBLY:
1/4" THICK BOLTS @ ZOO
GENERAL NOTES ui
IJ I 1 ui
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q w
I I I 1 ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I I I I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
IFLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 0
10 OVER LAIN
�,I- 1 ,�= 1°1' 15EAM - TOP P+ BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A I4 ACCORDTHIS CE STRUCTURE THH THE EW YORK 5TIGNED ATE ENERGY cl
I 1 1 i 1 I MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE.
1 i 1 1 1 I I 151MP50N M5T2'i
1 II 1/2" WIDE - 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL D Q
1 I I I 1 I 1 IMETAL STRAP a45" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. LL _
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE V
A S E B LY 1 I I I 1 1 I 2xb ®I6" O.G. iDOUBELE TOP STAIR AND FLOOR OPENINGS, P05T5 AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. J (L
SHUTTER S I I i I I I sus PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ON1E 0
N.T.S. I I IO
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL SPANS:4' OR WIDER SPAN I �- I l- Iej - FLOOR BEAMS. 5PACING NOT TO EXCEED 6.0 FT. A-325 BOLTS, 3/4" DIAMETER. � 04
23/32" APA SPAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND cm
(OVERLAP AROUND OPENINGS 4") 11 11 WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
2x4 5TRONG-BAGK5 @ 24" OG I ( AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. TH15
I�- " AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 101. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: I I SItMPSON M5T2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
1 1)/2" WIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WA5HER5) GALVINIZED OR I I METAL STRAP ®45" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW 12" O.G. I,{ ' MAIL 5HEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO g59b AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ MAIL
NAILS a 4" 0.0. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06Z .
#10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL " "`�:
WOOD SCREW @ I(o" O.G. ;a°,:r=r-:. 2!. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND m tO
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR a'r t:::. '1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHER5) 2 ;x 6 SILL PLATE ON EACH LEVEL OF DWELLING A5 REQUIRED BY
-4��' :;�• ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER
=�-< NEW YORK STATE BUILDING GODS. .J •
MACHINE BOLT @ 12 O.G. , �; ; BY TRIPLE UPRIGHT5. ALL HEADERS To BE
�� '�;'::
SEE FOUNDATION DWG. '�'`? '� }- MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. ¢O O x
FOR DE516N. :'""'" 'L 5/f0" x 12" A.B. a48" OC. 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION TO X
,:C;rr• .,; w/'FENDuj
ER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL I-.•- w uL
�;5 �•''= AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
WINDOWS - GLAZED OPENING :`.:t,::``t;
=¢ z
PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE r M W .v Lo 11J
HOUSE BE UPGRADED WITH HARD WIRED
a. PROVIDE FLASHING AT ALL ROOF BREAKS Q N�o
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS 5KYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. w • N O m
IN ACCORDANCE WITH LARGE MISSILE TEST OF
AND DECKS ETC.. Q • ti
A5TM E 19ct6 AND OF A5TM 1886.
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 GORES AL50 APPLY TO ACCESSORY
IN LIEU OF THE ABOVE MENTIONED WIINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT 50ALE DRAWINGS. STRUCTURE DESIGN. •
PANEL5 TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS To BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOOR5 TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY YV/NYSBG CHAPTER #2304.�f.6 FOR THE INSPECTION OR SUPERV1510N OF
PANELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING AND BUILDING GODS COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
OF NEW),0
SAA4U t
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d a 4"
4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND (5 d ® 12" o.e. a 315)
o BETTER. I NTERMED I ATE. G
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5
2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO:
h MIN. THIGKNE55 OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLA5HING 15168
RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT.
o L10 ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY:
.......................................................
CEILING JOI5T/PARALLEL RAFTER -7-Ibd (FACE NAILED) EXPOSURE I, 3/4" MIN. THIGKNE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
FflCEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
:............... COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR76
CHECKED BY:
GABLE ROOFS BLOGKING/RAFTER 2-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
o LIo RIM BOARD/RAFTER 2-16d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER TE:
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHT5, q'-O" AND OVER WITH CONNECTIONS. 10/18/17
TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHT5. ALL HEADERS SHALL BE A
a STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL J015T5 PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
0 0 a 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR
to < o X45 BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
JOIST/SILL, TOP PLATE or GIRDER 4-5d (TOE NAILED)
CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
p
BRI D �I i 9 STRUCTURAL
G I NGOIST/J 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPEN I NC75 ( s hts, STIFFENERS SHALL BE REGU I RED AT ALL LOAD AND
jh BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR,
o O 10'< o <,45 O LEDGER STRIP/BEAM 3-16d (FACE NAILED) 1. DOUBLE UFRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
NOTES &
to < o (30 JOIST ON LEDGERBEAM 3-8d (TOE NAILED) PARTITIONSS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
PROVIDE Sd COMMON NAILS,® 4' 0.0. BAND J015T/JO15T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - b O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYR BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
109 O (30 0 PLYWOOD ROOF DECKING Sd ®4" O.G. EDGES, ®8"' O.G. FIELD "TECO" OR APPROVED EQUAL.
STRIP 5HEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO:
PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHIN6 Sd @4" O.G. ED6E5, @8"' O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE A5 A MINIMUM. ALL 2X6 5TUD5 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
A
4
W Y
O
Ixb" RAKE ON 12" PROJECTED
OVERHANG. PROVIDE Ix6 PVC
FRIEZE BOARD PAINTED
U W
YELLOW CEDAR ROOFING SHINGLES = Z
PER SPECS ON LATH ON 2x10 RAFTERS
A 1 R4R RED CEDAR SHINGLE 51DINC w/ AW 51
6" +/- EXPOSURE TO WEATHER ON I5# `
BLDG. FELT ON 5/8" EXT. PLYWOOD r
— ——— 5HEATHING ON 2x4 FRAME.— n/
LOFT FLOOR — — - - -- -- ------- ---- - - -- - - -- - - -- - - -- - -- -- - - - - ---- - ---- ---- - - - - - --- LOFT FLOOR Y.. Z
-� W
Ix6 PVC FASCIA BOARD w/GUTTER
�A
Ixb PVC, FRIEZE BD.
5/4 x 4 PVC TYPICAL CASINGFM—I
W
36"x80" WOOD DOOR w/9 LITE
TW2 310 1W2 310 TW2 310A N
GLASS WINDOW, PAINTED
(2) ct'-O"x7'-O" OVERHEAD GARAGE
7A
DOORS BY CLOPAY, "COACHMAN",
DESIGN #23 WAINDOWS #REG 14.
PROVIDE ELECTRIC OPENER # REMOTE W
TOP OF SLAB W
------- — ------- --- ---- -- -- -- - _ -- ---- STUCCO EXPOSED GONG_- - - - --- TOP OF SLAB Q �/
I I
MASONRY FOUNDATION BEYOND i Q
ri Ll ri Li
U.
V
J �
.I O
z"hi 0 U T H FELEVATION WEST ELEVATION 'I'mm 0 FRI`H ELEVATIAw" N
SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" SCALE: 1/4" = 11 -011 N
EAST SIMILAR, w/o WINDOWS/DOOR N
UNDERGROUND
24'-0" POWER LINE TO 24'-0"
RESIDENCE
00 5'-IOy2" $'-lOy2" b-Y2TO SWITCH AT $" 12'-0" 12'-0"
RESIDENCE
-- -----------
,,- --- 7PROVIDE 2x4 @16" STUD WALL, ON Z.
i (2)2x6 AGQ PLATE, w/'/8" THK.
1W2 310
TW2 310 - \(2) x8 PLYY�ID. SHEATHING 4 SHINGLE FINISH I
i -- --------------------------------------------------F-------- ------------------------------------------------------------ N Qcn
n
-- ------------------------------------------------------------ fD
- p
UP �i ' 8" THK% . GONG. FOUNDATION WALL (V W J
~ w
100 AMP w/(2)#4 BARS AT TOP EDGE $ I I • Z
— i SUBPANEL �� FOUNDATION BOLTS ®32" O.G. W• o
i
L C4 011
IS C4 A
TO I 8"x16" POURED GONG. FOOTINGCL
I
A OVE I REINFORCED w/(2)#5 GONTIN.
' it i ELECTRIC - REBAR., ON UNDISTURBED SOIL
�I I ---i I DOOR 36" BELOW GRADE i I I p N N-
- i I I
------4 i I OPENER
BE OW ® i --II i II i 24" WIDE REINF. GONG. VERGE FROM I ( I
01 __-- GRADE TO GARAGE LEVEL I
I
CL
-� - I GARAGE
O _--_ a I 4" THK. POURED GONG. I I = I I I - O
,r, I (2)2x12 RIDGE � M -- ( , O hE
-/� "- - ¢ N (I) LVL I i ry i SLAB REINFORCED w/6x6, i I I I I `� �Q�l�oFC. S�v kqn
t DN �; • ® #10/#10 W.W.M , ,
N �P5 ,q,y�G j
e,
(2) ci'-O"x�'-O" OVERHEAD GARAGE
\ -- I ---------- JI DOORS BY CLOPAY, "COACHMAN", I I <N ;
t COMPACTED(GRANULAR FILL I I
> Q I DESIGN #23 w/WINDOWS #REG 14. �;.
STORAGE - PROVIDE ELECTRIC, OPENER
�) g/" PLYYVD. SUB-FLOOR I �� �� I REMOTE I I I I
4 r t- ELEG IG
OI i NO WALL OR CEILING FIN15HF-5 0 DOO Q I�
' N) OPEN R
1
" �ON �' i I i PROJECT NO:
- I P O�LI Y� XPAN ON
i INT�S AL. r I I I '15168
I I -----1' -- � � • I � I I
n ! I DRAWN BY: TS
I I
_ I . CHECKED BY:
I .. I
PROVIDE SHEAR WALL BOTH L----------------------------------------------I--------------------------------------------------------------- I
... . (V
_ _ I SIDES OF BOTH OVERHEAD ! : , ATE.
DOORS, PER DETAIL SHEET #4 ------------------------------------------------------- ---------------------------------------------------------- 10/18/17
SCALE:
1/411 = 1' - 0"
SHEET TITLE:
114
A A A
ELECTRICAL LEGEND GARAGE
DUPLEX REG:EPTACLE OUTLET 4 PLANS
SURFACE MOUNTED CEILING FIXTURE ELEVATIONS
I-� SURFACE MOUNTED WALL FIXTURE
5WITCH
A Am" ARAGE PLAN FOUNO mia
LOFT mvm"kLR N-
DATIO
SCALE: 1/4" = 1' -0" SCALE: 1/4" l' -O" SCALE: 1/4" l' -O"
SHEET NO:
553 5F
VENTED RIDGE GAP (TYPJ
TOP FRAMI&1-
STRUCTURAL RIDGE BEAM (SEE PLANS)
x\
YELLOW CEDAR SHINGLE ROOFING ON 30# 12
BLDG. PAPER ON %" PLYYVD. ROOF DECKING ON
2x10 ROOF RAFTERS =
10
r \ W
HEADER
x
_ >
2x4 ®52" STRAPS FROM ROOF RAFTERS
\
THRU LOFT DECKING TO JOISTS BELOW / 5/4" PLYWD. EACH SIDE w
OF WEB, IF TOP FLANGE 15
V ✓ = Z
FASTEN TOP PLATE TO HEADER WITH 5/4" YWO D DECING NOTCHED
" TWO ROWS 16d SINKER NAILS. 5" 0/0. HURRICANE STRAPS. (TYPJ
TOP SUBFLR.
KING STUD x FN
12" O.G. FJ -T —
J JACK STUD :% vY
1,000 LB. RATED TEN51 ON STRAPS. \ TOP PLATE
x ALUMINUM GUTTER ON Ixb FASCIA
T ,r /�fl n
L Ow
- BLOCKING FOR SPLICE JOINT {> L
R4R RED CEDAR SHINGLE SIDING ON I5#
' BLDG. FELT ON 5/8" PLYWOOD A A W O
/ SHEATHING ON 2x4 WOOD FRAME
4 Kr
DOUBLE JACK 5TUD5. 2x4 MIN. �J . ( NO INI RIO FINISH 5
o V
:r 51MPWN HD5A HOLD-DOWN5. 4" TWI. REIN!!. CON4'. SLAB, ON
v' 2 ANCHOR BOLTS METAL
x 12" ANCHOR BOLTS 052" OG W/5X5X5/f6 GO I�GTE SAND Q
> METAL WASHER, 12" FROM EACH CORNER L_
II II l ' SII II a 2x6 TREATED WOOD SILL WITH W
II II II II° TERMITE SHIELD
II ° II
- ---------- -------- II II a
II IIII a II
II II II II
I I I I I I I 'V x 12" ANCHOR BOLTS ®32" Or, i'at' = TOP SLAB
I a I' a II1' II1' w/3x5x51(6 METAL WA5HER, 12 /FROM t: r'
L7 12"
/ /, f•:� ;.1;nr: ..,y. .:w.. '.i. '' :...•..... .. .ti„•a!: a..• �I
a Ys GYP. EACH CORNER / / i / • • / :•/\ / ..�\ .:::j •\ . •j i ry ;•�+: : '+ \' '\ '
Q FIN15H OUND TION \; \ \ \ =x ,: \ \ \ \ \\ ; \ ;\ \;' \\ \\ \\�\ ,\ \ \\ \\ \ # �\ \\\ \� _
8 THICK GONG. WALLS REINFORCED / / / / '/ % "� / / / `i i // // // //
W (2) #4 REBAR 12" DOWN FROM TOP \//\\: ;'• ; /\/\/\/\ /\ /\./� / /\ / Y •. / / /\ O
OF WALL. WALL TO BEAR ON 8 DEEP �\ \ / \ . r .� \ \\ \ \ \ \� \ \ \\ /\\j \ \ % \\ \ LL =
x 16" WIDE GONG. FOOTING ' `;'..;• \ /\� \ \/ /\/ \/\/ / / `i \/\/ \/ /X//
REINFORCED w/ (3) #4 REBAR. (TYPJ ,
IN51PE ELEVATION , /,•� // 04
\/ \// \/ /� \ /%\/ �
\ \\ cm
'
CV
\\0x\,\//x
t�ARA �JE= Z� E
�\\
SCALE: 3/8" = 1' -0" � �/ i �/\.,/
I6" MIN. FOR 8'-0" HT. \/
18" MIN. FOR a'-O" HT.
8'-0
" TO 18'-0" 20" MIN. FOR 10'-0" HT.
i
( E I N.I SHED W I DTH )
VENTED RIDGE GAP (TYP)
--- - TOP FRAMING od Z
STRUCTURAL RIDGE BEAM (SEE PLAN'J \ �. N Q• M
o o
3x6 DOUG FIR COLLAR TIES 052" o/c, 5ANDWICH \\ W -j' u z W a
' BETWEEN RAFTERS w/(B)3/4 CARRIAGE BOLTS. \�� 12 = ? LL
8d COMMON NAILS IN A 3
ui
GRID PATTERN PROVIDE 4x4 TRUSS GHORD5, LAGGED TO = W' M a
COLLAR TIES 4 SANDWICHED BETWEEN RAFTERS W a N i
' 5"AI-1/4" MIN. HEADER k >,
YELLOW CEDAR SHINGLE ROOFING ON 30#
/ \ to N
X ;'• BLDG. PAPER ON 9/4' PLYWD. ROOF DECKING ON
r 2x10 ROOF RAFTERS \ \.
4 8d COMMON NAILS. 5" (09/ ; <
5 HURRICANE STRAPS. (TYP) _�..,
r FOR WALL5 TALLER THAN 81, y= 2x2 ®b O.G. MAHOGANY LATTICE
F' AlPLICE JOINTS SHOULD BE �\
" \\ WO DRBE M5 BELOW.. OIL FINISH
,u LOCATED WITHIN 24 OF =
"T WALL MID-HEIGHT. HEI CS OIG Ti�DS U L
CE NEI�
F v
ALUMINUM GUTTER ON Ixb FASCIA. 3x8 ®24" MAHOGANY BEAMS g�P Pc C. Sq gyp;
LEAVE Ixb RAFTER EXTEN51 ON5 \, TOP PLATE w/ORNAMENTAL END GUTS NOTCHED
OPEN BELOW
ATTACHED SECURELY THRU FLASHING ti t• :,, cn
TO LOWER CASED GIRDERS. OIL FIINISH . � U�l
8d COMMON NAILS. 3" O/G. ;`{'�� r NAIL BLOCKING WITH lOd '�� A
SINKERS AT 3 O/C. BOTH
r X z SIDES OF SEAM.
Ixl2 VERTICAL CEDAR SIDING w/1x2 I m 018350-�
CEDAR BATTENS ON 15# BLDG. FELT ON — ,
GARAGE SLAB V PLYWOOD SHEATHING ON 2x4 ®I6"
II
STRUCTURAL BEAM CASED w/PVC.
WOOD F G O PROVIDE TOP GAP, FLASHED w/LE
LAD
I° L llQ COATED COPPER, WATERTIGHT.
PROJECT NO.:
- ---------- ----
II II Ij II2 ANCHOR BOLTS PER EACH II PAINTED 16198
NARROW WALL SECTION. _ d) DRAWN BY:
_ bxb TREATED WOOD POST CASED TCS
IJL v4/8"x8" PVC CASING. PROVIDE
a EO IND,°�TION %11 x 12" ANCHOR BOLTS 052" OG w/3x3x% - Q Ix4 BASE. PAINTED CHECKED BY:
METAL WASHER, 12 FROM EACH CORNER
" THI< REINF. GONG SLAB N 4 THK. REINF. GONG. SLAB PITCHED
2xb TREATED WOOD SILL WITH i OMP GTED AND AWAY FROM POOL HOUSE AND DATE: 10/18/17
TERMITE SHIELD
POOL. PROVIDE BLUESTONE
PAVING w/TREAD EDGING SCALE:
4" THK. FOUNDATION AT TOP. TOP SLAB 3/8" = 1'-0"
OUTSIDE ELEVATION BEAR SLAB ON LEDGE r , .•y� � _ r • -
� •;Y• ; . ..\. \• \/• ;\. \ \. .\ ..\ -� �' ,• �� •, � �> SHEET TITLE:
/ \\ / / /.
8" THICK GONG. WALLS REINFORCED /\ / / /\/ \/\/ / / /\/ / /'�\'/\ /i /^ i 18"x5b" DEEP CONCRETE FILLED
10% umm"AGW (2) #4 REBAR 12 DOWN FROM TOP \ \ \ \ \ \\ \ \ \ \, , \ \ \ \ \ \ \ \ \\ \ \ \ ; s \ \� \ \\ \ \ I, ` I SONOTU$E w/ANCHOR BOLTS/STIRRUP
OF WALL. WALL TO BEAR ON 8" DEEP \ \ '\ \ \ \ \ \\ / \ / \ \ \ \\ \ \ \
=AR WALL G E SHE
L.. „ /\/ '�� / \/\/\/\/\`/ \ '% \/ `/ \/ \/! \//�/\\\/\\// ;\' /\ \/ \/ \j /\j�, \i I PER PLANS, BOLTED TO TIMBER POSTS BUILDING
x Ib WIDE GONG. FOOTING /�� :.'' / / \/ / //\��` //` / / / '9 /\" \�� i /\\ �: /,c�. // / / `. /i �; I I
SCALE: N.T.S. REINFORCED w/ (5) #4 REBAR. (TYPJ / \/ / �/\/ / / / / /\/ \ \\ / /
/ \ \\/\\� \iVX /\ ,/�; / /\\/ ' \\ \�; \ \\ \ \ \ \ ` + \\ i \ \ ` SECTIONS
// .
p
� / / /\X/\\
/ ` / � / / '�.�... •:t•: � //\ / / /i / / /
IN ThlO LOC I ONS 7HE NARRON NALL \\ \ .... .\` \/ \ /\�`�% \ ; �/;��, \ ,, \i,\',,\/ ��C\\\ \/\\ /\ \\ ' \ %\ � ' \ \\\\ \\
�UTTINC� OYEi� ED DOOfi� \\ \\\\��\! \\, `/ / / \\\\ \\�:\\`�\\
\�j\\/ \ SHEET NO:
\\ 0
mu/0 ut i\/\\/\//\\�
fit v -011 v
BIDDING & PERMIT SET