HomeMy WebLinkAbout42141-Z ���S11FFDZ jr G Town of Southold 1/16/2019
P.O.Box 1179
0
v' 53095 Main Rd
�yfj�• �ao`� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40173 Date: 1/16/2019
THIS CERTIFIES that the building POOL HOUSE
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
11/3/2017 pursuant to which Building Permit No. 42141 dated 11/13/2017
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:
accessory non-habitable non-sleeping pool house with half bath, outdoor shower stall and trellis as applied for.
The certificate is issued to Fuhrmann,Brian&Marill,Maria Tr
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0020 9/17/2018
ELECTRICAL CERTIFICATE NO. 42141 11/14/2018
PLUMBERS CERTIFICATION DATED
Au
oo
Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42141 Date: 11/13/2017
Permission is hereby granted to:
Fuhrmann Brian T Trust
3201 Vista Dr
Manhattan Beach, CA 90266
To: construct a pool house as applied for per SCHD approval.
At premises located at:
2620 Orchard St, Orient
SCTM #473889
Sec/Block/Lot# 27.-3-2.3
Pursuant to application dated 11/3/2017 and approved by the Building Inspector.
To expire on 11/13/2018.
Fees:
ACCESSORY $240.00
CO -ACCESSORY BUILDING $50.00
Total: $290.00
Building I pector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Comrnercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. October 24, 2017
New Construction: 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 F Filed Map. Lot:
Permit No. t&fl 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
QF soUlyOlo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802 -
INSPECTION
65-18021NSPECTION
[ ] FOUNDATION-1ST [ ] ROUGH PL13G. / (�
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) , ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
f
DATE INSPECTORS,
�6 \ OP SOUIyo
* TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[-- FOUNDATION 1 ST [ ] ROUG LBG.
[ ] OUNDATION 2ND [ ] 1 LATION
[ FR MINSTRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: _ _ - "
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DATE io INSPECTOR
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OF SOUj�®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 .coly� � �® roger.richert(c�town.southold.ny.us
®UIVT�,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Fuhrmann
Address: 2620 Orchard St City: Orient St: New York Zip: 11957
Building Permit#. 42141 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 - X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 2 HID Fixtures
Service 3 ph Hot Water elec GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer c Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
Other Equipment. "POOL HOUSE"
Notes: 2-paddle fans
Inspector Signature: Date: November 14 2018
81-Cert Electrical Compliance Form As
S0�/��,Q�
Town Hall Annex Telephone(631)765-1802
54375 Main Road �� ) 5
P.O.Box 1179 G.� �
Southold,NY 11971-0959 Q '� 5
COUN D
DEC - 7 2018
BUILDING DEPARTMENT
TOWN OF SOUTHOLD rMJfLID'1-N/G-DEi''�',
TOWN OF SOUTHOLD
CERTIFICATION
Date: �. /dam
Building Permit No. / o�
Owner: 1- 4e/;11`K11'? i ei'
(Please print)
Plumber: Joe-
(Pleaseprint)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
t (Plumbers Signature)
Sworn to before me this
day of� � , 20,Z
Notary Public County
4
CNftISTI.e HALOCK
Notary Public State of New-York
No.4831950;SuffoCourt 9
,"missioft,, Aires My 31,2'1 ,�9
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.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact:
Approved ,20 Mail to: Tom Samuels
Disapproved a/c 25235 Main Road, Cutchogue
Phone: 631 734 6405
Expiration -5 1 S ,20_/�
D [E����� Building nspector _
(I DPPLICATION FOR BUILDING PERMIT
NOV ® 3 2017 Date October 24 , 2017
-INSTRUCTIONS
BUrLDING DL'P'T-
a s qWQj��,8f1*completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate p of 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.
1
(Signaifire of 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 done:=
2620 Orchard Street Orient NY '11957
House Number Street `Hamlef
Np1
County Tax Map No. 1000 Section 12? c ;;sr f =$lock.; i 0,3,;•;�,�; Lot 2.3
Subdivision -,Filed Mai),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 Pool House
3. Nature of work(check which applicable):New Building X Addition Alteration
Repair Removal Demolition Other Work
100,000 dollars (Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. na
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front na ,J , i ; Rdar ! , '!a t" i
i
Depth na Height na Number of Stories i n6
8. Dimensions of entire new construction: Front 25' Rear 25' Depth,, r14' ifi = i
Height 18'-2" Number of Stories one
9. Size of lot: Front 128.2' Rear 143.5' Depth 428.1' '
10. Date of Purchase Name of Former Owner
11. 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_Will excess fill be removed from premises? YES X NO
Maria Marill/Brian Fulrmann Manhattan Beach 310 600-0075
14. Names of Owner of premises Address 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.
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 5 66dLl L
kw-tetsbeing duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is theA171X/i4�il
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this jel LAUREN M MCKISSICK
o? day of Y PUBLIC-STATE OF NEW Y06%
No. 01 MC6342308 V2 '0A .All
Puualified in Suffolk County Signa re of pplicant
My Commission Expires May 23,2020
Scott A. Russell
°SUFfQ/rl�6, sTow\miwA\,ir1E1E,.
SUPERVISOR C MA NAGIEMIENT
SOUTHOLD TOWN HALL-P.O.Box 1179 16
53095 Main Road-SOUTHOLD,NEW YORK 11971 _
T Own of Southold
CHAPTER 236 - STORMWATER MANAGEMEN, T WORK SHEET
( TO BE COMPLETED BY THE APPLICA T )
DOLES THIS PROJECT INVOLVE ANY OF THA FOLLOWING.
Yes No (CHECK ALL THAT APPLY)
®® A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
® :3 B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
® C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
®® D. Site preparation within 100 feet of wetlands, b ach, bluff or coastal
erosion hazard area.
®® E. Site preparation within the one-hundred-year f oodplain as depicted
on FIRM Map of any wa't'ercourse.
®� F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a StorMV7ater 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�ection below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
�G If you answered YES to one or more of the above, please submit Two copies of a Siormwater Management Control Plan
and a completed Check List Form to the Building Department wit)—your Building Permit Application.
APPLICANT (Property Owner,Design Piofestional,Agent,Contractor,Other) S.C.T.M. #; 10001 Date
Dmtr(ct 10-24-17
NAME Tom Samuels,Architect 27 03 2.3
(p,w) Section Block Lot
FOR BUILDING DEPAPOVENT USE ONLY ****
Contact Information 631 734 6405
(Telephone Number)
Reviewed BY:
— — — — — — — — — — — — — — — —
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — —
26 Orchard Street, Orient,NY 11957 Approved for pfocessing Building Permit.
Stormwater Management Control Plan Not Required.
ElStormwater Mnagement Control Plan is Required
(Forward to Enlineering Department for Review)
(
FORM # SMCP-TOS MAY 2014
Samuels and Steelman Architects
25235 Main Road, Cutchogue, NY 11935
631 734 6405
October 24, 2017 '
Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: POOL HOUSE
Marill Fuhrmann Residence
2620 Orchard St.
Orient, NY
I hereby apply for a Building Permit for a detached accessory POOL HOUSE at the
Marill Fuhrmann residence. Attached documentation includes the following:
1. Building Permit Application
2. Four (4) sets stamped DRAWINGS
3. Suffolk County Department of Health Services Permit
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,
To Samuels
25235 Main Road,
Cutchogue NY 11935 Samuels
(631) 734 6405 Architects
Fax (631) 734 6407
TRANSNUTA.
To: Southold Building From Tom Samuels
Department
Address: PO Box 1179 Date: Novern!"27,2018
SoudmK NY 11971
CC:
Re: NhdWFuhnnann
( Urgent X For Review ( Please Cwvnent ( Please Reply
Description:
Site Plan Drawings for Certificate of Occupancy:
Marill/Fuhrmann Accessory Structures:
Building Permit #: 42086 -
Building Permit #: 42140
Building Permit #: 42141
PLEASE SEND US THE CERTIFICATE OF OCCUPANCY IF FILE IS
COMPLETE. THANK YOU, Tom Samuels
FD),
NOV 2 9 2018 4. .:
pF 50�/j�®!
Town Hall Annexe ® Telephone(631)765-1802
54375 Main Road ®I Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959
COW N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 29, 2018
Tom Samuels
25235 Main Rd
Cutchogue NY 11935
Re: Fuhrmann, 2620 Orchard St, Orient
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Electrical Underwriters Certificate
A fee of$50.00.
/Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#795-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT —42141 — Pool House
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REVISIONS:
axis Ingaxlstl g existing T G c TEST HOLE 3/10/16
neighboring ` nelghb ring neighboring FOR A 3 BEDROOM RESIDENCE AND POOL HOUSE NO SCALE 9/19/17
LAN
OF wel I �` No1I t��3y sanitary - PUMP STATION (PS) E/ONE DHO?I SERIES BY MARK McDONALD GEOSCIENCE S1 E DATA
JOHN M. BREDEMEYER III system GRINDER PUMP WITH E/ONE SENTRY ALARM SOUTHOLD,NEW YORK 11971
/BEVERLY A BR MEME III LAND N/F OF PANEL ON RESIDENCE BASEMENT WALL TEST HOLE DATA 11 15115 ELEV.+10 8 PROP# 1888-2 ORCHARD
PROPERTY 2620 ORCHARD STREET
existing RESIDENCE WITH JOHN & JAY McKASEY - 1200 GAL SEPTIC TANK (5T) ADDRESS ORIENT,NY
1 OFT, DARK BROWN LOAM OL
neighboring RESIDENCE WITH - (4) V DIA x 4' HIGH LEACHING POOL (LP) OWNER: MARIA MARILL&BRIAN FUHRMANN
9 9 WELL & SANITARY SYSTEM >r WELL & SANITARY SYSTEM - FUTURE LOCATION FOR(2) & DIA x 4' BROWN SILTY SAND SM 3201 VISTA DR.,MANHATTAN BEACH,CA
sanitary SITE 40,547 SF =0 93 AC
s stem 14 13 + \ HIGH LEACHING POOL (EXP) BROWN FINE TO COARSE ZONING' R-80
SAND WITH 10%GRAVEL SW
PALE BROWN FINE SURVEYO KEN WOYCHUK
N22.56'30 E _12 12� 264.26' 9.8 FT, TO COARSE SAND SW P 0.Box 153 W
PROPOSED NEW 1 / iD— 631298/68 NY 11x31 '1
WATER IN PALE BROWN 631 2981588 V
UNDERGROUND WATER LINE FINE TO COARSE SAND SW LICENSE# 49273 Z
FROM WELL TO HOUSE 5 i (.11� LP p LP EXP 12 COMMENTS•WATER ENCOUNTERED 98' DATED 10-27-2015
�� O BELOW SURFACE,ELEV 1 0' Elevations based upon NAVD(1988),
to / 13�, USC&GS Datum 0 �.
GLEAN OUTZ
0 LOCATION MAP
150 FEET RAD N SANITARY +II.S' Do" C' "°� y
nelshbort / I ' LEACHING POOL FOUND p
_ o g� I-
g 9 18 W , , .r; s, LP o 4��LIne(s) MUS?' Ma1nRd W_
wall E�15TI G \ A Suffolk "__— �e 1�USpected S� ply, a
f'�'JMP`5`fATION_ 18' m �'®8.9�1� ®� �. � � c Z O
%%S \p�2 , EH, 5EMENT�,�; EXP I p Of Health ,`
1 / O\VS NPp1u5 F F RESIDENCE CIII1 052-5 °00 4.8 � a= Z
(0 Rr{ R :- ,,p, p F-�®l�9S BBa/4d9/cair� Q
14 x`, +12.4' / 1c�OF0 ND Vd1�1 PROP SED NEW 3S ._E ISTING=- BYO 2 TO S�Uedule B ® R LU
UNDER ROUND TER = SIDENGE` � �, O� SrrE LU
sj-s 45' LINE F OM HOU TO 3 EDROMS' }c T - + g-r
25'_ 25' p - a� li
ex ting °T 0 `445 F DEEP W7; A�3 SEtr1ENT 6 a U)
nal hbo Ing PLoA s EXISTING UNDERGROU NFA ` 5TORIES=
sa Iter N FiN ""' r/ T�TAL' 68055 DW O
y 2 +I45 � DRYWELLS FO �
a
+12. 13.5' OOR AREA` 6'
sy am }Q STORMWATER RUNOF' 2;5,
2.
moo: FROM 5UILDI
12. + \� STRUGTU 5 DA FIN FLR, /yELEV, o Rq�/ �
a FRO os r 2 9 =
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� naQ., �' � . �. -� REQ- a-fPraVAt s
v r-e H TI
- • S:
914116
j SITE DATA
INSTALLED SEPTIC SYSTEM SCTM# 1000-27.3-2.3
FOR THE RESIDENCE PROPERTY: 2620 ORCHARD STREET
- 1200 GAL 5EPTIG TANK(ST) ADDRESS ORIENT,NY
-(4)V DIA x 4'HIGH LEACHING POOL(LP) OWNER: MARIA MARILL&BRIAN FUHRMANN
• - 3201 VISTA DR.,MANHATTAN BEACH,CA
N22'56'30"E264.26' SITE: 40,547 SF =0.93 AC
-
ZONING: R-80 W
SURVEYOR: KEN WOYCHUK U
L
INSTALLED UNDERGROUND 5T P.O.Box 153 Z2 Aquebogue NY 11931
LO WATER LINE FROM WELL - W
,� 631 2981586
� TO RESIDENCE m `� p � rn LICENSE# 49273 Q Z
_ 4 DATED 10-27-2015
{ Elevations based upon NAVD(1988),
INSLTL LLE 2j t! � —ti S USC&GS Datum UJz
m �, UJ
Q,
�v 'ia.ae7'+4.:mxn n
a �
INSTALLED UNDERGROUND W
_yam WATER LINE FROM ", LU
RESIDENCE TO POOL HOUSE �� zD E„; �1
ti US's
� - v
TERRACEPORLH X i J O
WALKWAY
PARKING I Li. co
AREA Q
OLD FARM RD. o �
t n
INSTALLED UNDERGROUNDF ^ �' N ^L4
SANITARY
RGATO RE51
L (GRAVITYFEED)
FROMRAGE ECi3GARAG DRIVEWAY f
�...
3 TO SANITARY SYSTEMt=l -
+= "�•* N22'55'30"E
_ 160.00'
Z DRIVEWAY DRIVEWAY bb o
S22'55'30"W m y MLU.
428.10' W.�a,SEg
a F• bz
w H•
oF NEw.,.SITEPLAN 5 5sC.Sq 0
SCALE: V = 30'-0" SUFFOLK NTETMEW H OF
WOWS FOR
OVAL
STRUGM
A SWIGILE Fri/@RE=E
SEF 1 Y 2018 H.S.Fief.NO. �/m -/d oo 2-o F °183501 �G
I]at®� - - - "��� T PROJECTNO'
The semge&-vosal and var at**fdcM S Et Uft IIWM boo bath r o 1516
e : ur
Inspected arid/or cartlried by WS Do�peblta�tt sac 2104 am Na CHECKED BY'
be sausfactor/FORT TPL j1AA =MUM j O DATE:- TS
•
� ,o n 'Q_ 6119118
SCALE:
' 1"=30'-0"
Craig Knepper, P.E., Chief SHEETTITLE:
Office of s ArJdannag—mer
_ SITE
����yyll /J g� @�. PLAN
D 6.J` iv1G Y E {(��J\J f " �E�
drd C! E® SHEET NO*
L/ i
SEP 21 2018 SEP 0 ? 2018 SCDHS AS BUILT
SUFF.CO.HFALTH Se V1 FIEF # RI 0-16-0020
vi
CODES OF
i A
A P P R 0 V P,10,TEE 0 N Lr---'V
OWN CODES
DATE: AS, REQUIRE';'�,'v',�--" �-' `C-NS OF
Fg-
B�a:
19 4__ so
N0+— lu
AT I.IUD I'J .,!ING BOARD
��66u r7p Tl
765-18o2 8AP0 To 4 PM FOR THE
FOLLOWING INSPECT!ONS: TRU'TEES
'I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE S.ou"C
2. ROUGH - FRAP0114C, & PLUVi8jjqG
3. INSULATION OCCUIDIANny' ORR
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. USE IS UNLAWFUL
ALL CONSTR(3CTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE
YORK STATE '
NOT
RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. 0-1 OCCUPANCY
NUSS FLACARVING REQUIRED
N/O/F RE1�I S I ONS
JOHN M. BREDEMEYER III TEMPORARY STORM WATER N/O/F OLD FARM RD. �1)12VI8 AS BUILT
BEVERLY A. BREDEMEYER RUNOFF CONTROL MEASURE JOHN 4 JAY MGKASEYAt1 T E-
RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH
WELL 4 SANITARY SYSTEM SEE DETAIL I THIS SHEET WELL 4 SANITARY SYSTEM SCTM # 1000-27-3-2.3
PROPOSED NEW UNDERGROUND-- EXI5TIN IMIT5 OF XI5TING UTILITY POLE PROPERTY: 2620 ORCHARD STREET
DRYWELL FOR WATER FROM POOL DRYWELLS CLEARING AND ADDRESS ORIENT, NY
14 13 TYPICAL LAND DISTURBANCE XI5TIN67 SEPTIC SYSTEM
\
N22.56'30"E +/-21,000 5F 12 12 OWNER: MARIA MARILL & BRIAN FUHRMANN
_ _ X264.26' 3201 VISTA DR., MANHATTAN BEACH, CA
LOSITE: 40,547 SF = 0.93 AC
M -F-7
_ ZONING: R-80
REGRADING A5 SHOW 1 5 _ w L0 OOLF
°; 12
• ACCESSORY STRUCTURE ENVELOPE M N SURVEYOR: KEN WOYCHUK W
EXISTING WELL I� - - --- -- -- - - - - - - - ------ ----- -- -- P.O. Box 153 [� r ,
-I -- - - -PRINCIPAL STR -- --VELOPE -- - -- - - --- - --- �^� --- L"'•._ .'. , r (c
� - LP -' � Aquebogue NY 11931 � , " � O
SEE
517
I7 -I 11.8' 631 298 1588 ;
I /I 1 � Z-, LP LICENSE # 49273� I--PCO,' ? g „•� t._
/ /
I I�'+ \ DW SIDE '
�..�c � M �-r LRRACE
2.0' I YARD DATED 10-27-2015 (� W
I ( NE POO �, 501 L . \ EXI5TING SET- ..., . .., .._ . '.\ 10N M Z
GJT # 14 15' ql 45 ( x �- RESIDENCE i BACK NLOCM
LL
26' 4" W PILE �._ ._ - FIN FLR N/O/F 00
1 / 0-I
( AREA' ELEVPOOL I JEFFERY WE 155
N/O/F I� OI +14.0 I RESIDENCE WITH NO N d
STEPHEN ,� lXl l N FLI2 D JI G NTERLINE OF RESID NOE EW I WELL OR SANITARY SYSTEM -P Main R
ESTHER ROTELLA I U�11 W I �2 s R Z I AND POOL HOUS UNDERGROUND I n>�
wl wl SEPTIC, LINE I I r Is.
I 1I� W UNDERGROUN DW J ~
vl�PROPOSED NE I 1 IY IANTER LINES FROM FROM POOLHOUSE XI STI NG DRYWELLS �, � O Z
UN ERGROUND 4Iv I F�1 WELL TO HOUSE TO HOUSE I TYPICAL \\ O W
DRYWELL FOR RAIN I +12.0' \ ;DI ul ( AND FROM HOUSE Dyy ( \�:�\
WATER RUNOFF FROM ( TO POOL HOUSE DW I : ;: \, and St
POOL HOUSE AND OPO ED I W O
I TEST HOLE EL + 10.8
POOL EQUIPMENT Sx A -t oD G I \\ \.� :,, PRO T C,)
\ \ .
I x d OIL 5TOG SITE U
13 \ SOIL EXISTING \
PARKING
El❑ I \ \� \,\\� \
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PILE:
1 �I .L - - - - - f ❑❑ AREA �a< �� ..
I AREA I 1 +11 A 110
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(00H
WRADINGYARD SETBACK
NEW
TEMPORARY STORM WATE
AS SHOWN GARAGE
/ EXI5TIN DRIVEWAY I o 12
RUNOFF CONTROL MEASURE 3 I FIN FLR +Il.q' W �� ..\,�\
WIRE FENCE W/ FILTER CLOTH o I / / I PRINGIPA STRUCTURE ENVELOPE - ELEV - : Gaaners\\��\\�\'' \\\
SEE DETAIL I THIS SHEET I -- - -- ---- ---- +ISO` -- ---- - -- - - ��-- - - -- - - cn 11 Q"i \�\\\
rn / ACCESSORY STRUCTURE N\/ELOPE -- ~- ' ' " 160.00 y
o L --- - - -- -- -- - --�---- ---- _ N22 55 30 E � � w � _ �
11.9' w
CDP ;\ ., : \
J
1 1 x U N } W EXISTING DRIVEWAY "0o A U
_ .
4-1 TEST HOLE J
12 S22 55 30 W - -- - - � � - - - - v
1 1 i 1 42s.1 o x NO SCALE
BY MARK McDONALD GEOSCIENCE o
LIMITS OF CLEARIN TEMPORARY STORM WATER ROPOSED NEW7TA�&IN6 AREA AND PROPOSED XISTINS DRYWELL5 Ri cm
AND LAND DISTURBANCE RUNOFF CONTROL MEASURE UNDERGROUND CONCRETE WASHOUT AREA TYPICAL N/O/F 0 SOUTHOLD, NEW YORK 11971 a N
+/-21,000 5F WIRE FENCE W/ FILTER CLOTH DRYWELL FOR RAIN TEST HOLE DATA 11 / 5 / 15 ELEV. + 11.0
SEE DETAIL I THIS SHEET WATER RUNOFF JOHN A. t DIANE 5.
FROM NEW GARAGE PRIZEMAN
1.0 FT. DARK BROWN LOAM OL
12 L A 3.0 FT. BROWN SILTY SAND SM
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 MEASURE PALE BROWN FINE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 9.8 FT. TO COARSE SAND SW 06 Z.
WATER IN PALE BROWN a' CD
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 17 FT. FINE TO COARSE SAND SW Y
1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes. o
2. Clearingof trees and brush in areas shown on Site Plan COMMENTS: WATER ENCOUNTERED 9.8' 1- o °
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage w �. 3-
systems.
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
4. Excavation for a new building foundation (+/- 3 ft below finished grade) be maintained until construction is complete. w " = a
aC40
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 g w• N
RAI NAGE CALCULATION SCq
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 tot 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 y'
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. (DN-A) 550 5F x (2/12 FT.) x 1.0 = 501 CU. FT.
10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. USE: (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. Followingpermanent stabilization paved area shall be cleaned of soil and debris and drainage systems shall be (1) 8' X 4' STORM DRAIN RING = 168 CU. FT.
12. Installation of underground piping from utters and downspouts to the drainage structures p p g Y SURFACE PROVIDED REQUIRED
9 p p 9 g p g cleaned and flushed as necessary. FILTER CLOTH MIN. 6" DRAINAGE 168 CU. FT. > 5a CU. 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 BELOW GRADE FLOW
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. * E AREA OF GARAGE (DW-B) of��w YoNr
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, -� > > .� TT DRY WELL AREA x RAINFALL x RUNOFF FACTOR �`�� c san�c�
16. Installation of new landscaping tants lawns ?� � \ \�\� � ' (DW-B) 5'16 5F x (2/12 FT.) x 1.0 = Q6 CU. FT.
S r,
p g p � cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection � ���\��� � USE: (I) 8' DIAMETER x 4' HIGH POOL �
17. Removal of the temporary erosion control measures devices. � ��
(I) VX 4 STORM DRAIN RING = 168 CU. FT. a
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REG2UIRED
SITE DATA debris and toxic and hazardous waste, as well as sanitarysewer and septic stem regulations. Temporary fencing 168 CU. FT. > Q6 GU. FT.
p Y 9 p rY 9
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 & SEDIMENT CONTROL DETAIL
PROJECT NO: 15166
Receiving Waters: Gardiners Bay regularly. 2
Contractor: N/A NO SCALE
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 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, - 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. -1 -t
O13 DRAINAGE BASIN SHEET TITLE:
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 0 ® ® ® ® ® ® ® EK ® N
NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed � SEE SITE PLAN
pp p g p rY 9 q products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will O p 3 ® ® ® ® ® ® ® ® ® FOR SIZES
mixtures shall be in be temporarily stored and dumpster shall be emptied weekly by a private carting company. z o MIN ® ® ® ® ® ® ® ® ® O SITE
accordance with the soil conversation service recommendations. d z V ® ® ® ® ® ® ® ® ® V BACKFILL
C. Bare soils shall be seeded within 14 days sof exposure, unless construction will begin within 21 days as sections are 0) n ® ® ® ® ® ® ® ® ® 0- MATERIAL TO PLAN
completed, or if construciton on an area is suspended, the area shall be seeded immediately. lu
4 ® ® ® ® E� ® ® ® ® BE GLEAN SAND
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® ® ® ® AND GRAVEL
b. Soil Amendments - - -
1. Lime to ph 6.0 y GROUND WATER
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 Ibs/100 sq'. ft.) - - SHEET NO:
c. Seed Mixtures PERMANENT STORM WATER RUNOFF CONTROL
1. Temporary seedlingsMEASURE - STORM DRAINAGE RING TYPICAL
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) NO SCALE
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. "AT Al
BEVERLY A. BREDEMEYER RUNOFF CONTROL MEASURE JOHN $ JAY MGKASEY
RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH SITI= Ur
WELL 4 SANITARY SYSTEM SEE DETAIL I THI5 SHEET WELL $ SANITARY SYSTEM SCTM # 1000-27-3-2.3
PROPOSED NEW UNDERGROUND- EXI5TIN IMITS OF X15TIN6 UTILITY POLE PROPERTY: 2620 ORCHARD STREET
DRYWELL FOR WATER FROM POOL DRYWELL5 CLEARING AND ADDRESS ORIENT NY
14 13 TYPICAL LAND D15TURBANGE XISTING SEPTIC, SYSTEM
\ +/-21,000 SF OWNER: MARIA MARILL & BRIAN FUHRMANN
N22'56'30"E _ _ .12 264._ 12 3201 VISTA DR., MANHATTAN BEACH, CA
SITE: 40,547 SF = 0.93 AC
Nt
-7/
12 ZONING: R-80
REGRADING AS SHOW ` ST N - Q w d \ O �\ N
ACCESSORY STRUCTURE ENVELOPE _____ _ _ _ _ ___ tp 06 SURVEYOR: KEN WOYCHUK W Y
EXISTING WELL - �� -- - -- -- -- - -- --- -_-- PRINCIPAL 5 _ __ __ EV LOPE __ _ ____ _ _ _ __ - _ -�� Aquebogue3NY 11931
III.B' O 631 298 1588 = >-
SEE S I T I �/ I I � z DW 1_P SIDE i. LICENSE # 49273
+12.0' -� I DATED 10-27 2015
ED
E I LAR6EME I T ( s n PR 05ED 1 cyIL EXISTING I SET v Z
POD '� STOCK . : ` RESIDENCE I BACK CEJ
SHEET # . I S' I RRAGE
14 la x PILE. �--- -_. FIN FLR I N
26 4 w I I AREA' �_ -�" ELEV I LOC AATION
N/O/F 00
I JEFFERY INF-155
N/O/F I� w p OI \'��� +14.0 I RESIDENCE WITH NO N Rd �
STEPHEN $ M M> � � ° dl G NTERLINE OF RESI NGE ROPOSED NEW I WELL OR SANITARY SYSTEM -P Maln �„
ESTHER ROTELLA I 0Iw I ELEV its R z I AND POOL HOU UNDERGROUND I y i
WI wl SEPTIC, LINE I I w =
F-
ol ( ' wI I P NDERGROUND FROM POOLHOUSE DIN '-XISTING DRYWELL5 O� O Z
PROPOSED NEUNDERGROU D 41v I v� W TER LINES FROM TO HOUSE
I TYPICAL W
DRYWELL FOR RAIN I +12.0 WELL TO HOUSE \ \ co
� Dw Dw I �. \���� � rohar (n �
WATER RUNOFF FROM \ ND FROM HOUSE \ \\\, d St Q
�,. W
��ROPo e TO POOL HOUSE I TE5T HOLE EL + 10.8 \ PRO T V
POOL HOUSE AND � I
POOL EQUIPMENT 8x A
I x 4 1 01 L STOG -
I `\ \\\
13 \ SOIL ' I 12.1 +� ILE AREA II.B+ EXISTING
I 5�OG1F, v - i PARKING \\�\`�`
\ �J H-
I
PI LE AREA
I p-I `I- - - - - - - - 00
❑❑ I 111 \\ \\,
1 2� Z
AREA .. 00
" �,
imul"'N' LUGRADING \RE R YARD SETBACK AS SHOWN NEW GARAGEI TEMPORARY STORM WATEEXISTIN DRIVEWAY o 12 \
RUNOFF CONTROL MEASURE I +I I.q' �\ ` ~
3 / I FIN FL
\ d ...0 robe/ \\:� CO
WIRE FENCE W/ FILTER CLOTH I W
o PRINGIPA STRUCTURE ENVELOPE ELEV \\Ga Ban\Ys\\
SEE DETAIL I THIS SHEET - - ------ -- --
a,IL_ / - AGGE55ORY 5TRUGTURE ENVELOPE 160
-_ __ -- _N22'55'30"E _ _ .00 [� wmml
\\� Q \ \\ \\\ \\;,,. \ a
la
Z / I 1 1 N N m by EXISTING DRIVEWAY \ o o _
X c > �r'ri A J V
124210 ' ^ TEST HOLE o
S22'55'30"W , - - - - � - - - - �
11
1 ' N NO SCALE
I-IMITS OF CLEARIN TEMPORARY STORM WATER
7ROPOSED NEW7TA�&INC7 AREA AND PROPOSED XI5TIING DRYWELL5 BY MARK McDONALD GEOSICIENCE < CD
04
AND LAND DISTURBANCE RUNOFF CONTROL MEASURE UNDERGROUND CONCRETE WA5HOUT AREA TYPICAL N/0 p SOUTHOLD, NEW YORK 11971 a N
DFOR RAIN JOHN A. $ DIANE 5. TEST HOLE DATA 11 / 5 / 15 ELEV. + 11.0
+/-21,0001,000 SF WIRE FENCE W/ FILTER CLOTH WATERATER RUNOFF
SEE DETAIL I THIS SHEET FROM NEW GARAGE PRIZEMAN
1.0 FT. DARK BROWN LOAM OL
3.0 FT. BROWN SILTY SAND SM o
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 MEASURE PALE BROWN FINE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 9.8 FT. TO COARSE SAND SW Cd Z
WATER IN PALE BROWN a'
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 17 FT. I FINE TO COARSE SAND SW J Y
1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes.
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 COMMENTS: WATER ENCOUNTERED 9.8' w J, 6 3
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. " W
DRAIf�A a N L
5. Construction of a new foundation F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being traclked onto local G E CALCULATIONS
LAT!O N S 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 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. 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 N U)'
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. (DN-A) 550 5F x (2/12 FT) x 1.0 = 51-1 CU. FT.
10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. U5E: (I) 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 I. Followingpermanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be (I) 8' X 4' STORM DRAIN RING = 168 CU. FT.
p 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. > 5q C.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 FILTER CLOTH MIN. 6" DRAINAGE
p p p p � BELOW GRADE FLOW �E e�
AREA OF GARAGE (DW-13) (�P ��.
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. E nes C " o
15. Construction of new drivewayand parking areas including grading and driveway surfacing I DRY WELL AREA x RAINFALL x RUNOFF FACTOR o�'
p 9 g 9 g Y 9 Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and d ells,
g g p ?��-�� \ �� (DW-B) 576 SF x (2/12 FT.) x 1.0 = q6 CU. FT.
16. Installation of new landscaping plants lawns cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection �\/\\ \\\� \�
17. Removal of the temporary erosion control measures � / USE: (U 8 DIAMETER x 4 HIGH POOL
p rY devices. (1) 8' X 4' STORM DRAIN RING = 168 GU. FT.
K. Duringconstruction the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REG2UIRED �` 71-
p Y 9 g p ��� cT�;;
168 CU. FT. > qb GU. FT.
SITE DATA debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing Flik j <.
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 ME�SRE - EROSION & SEDIMET C
NONTROLDETAIL
PROJECT NO:
Receiving Waters: Gardiners Bay regularly. 2 NO 1516B
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 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, N SCALE:
shall remain undisturbed. finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, 1" = 20' . 011
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 granted by the Waste materials shall include demolition materials from the existing building structure, unused building materials and Q ® ® ® ® ® ® ® ® R DRAINAGE BASIN
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 3' ® ® ® ® ® ® ® ® FOR 51ZF-5
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 > ri
C. Bare soils shall be seeded within 14 days of exposure unless construction will begin within 21 days as sections are N Q-- ® ® ® ® ® ® ® ® BACKFILL PLAN
Y � 9 ()- p- MATERIAL TO
completed, or if construciton on an area is suspended, the area shall be seeded immediately. d ® ® ® ® ® ® ® ® ® BE GLEAN SAND
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® ® ® ® AND GRAVEL
b. Soil Amendments - - - -
d Z
1. Lime to ph 6.0 N X GROUND WATER
2. Fertilize with 6600 lbs 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 seedlingsSTO
MEASURE - RM DRAINAGE RING TYPICAL
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) NO SCALE
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 STRUCTURAL REVIEW BY STEVE MARESCA4 F�
FOR WALL OFEN I NG FROTECTI ON OF 120 MFH 5-SECOND WIND GUSTS laB-O-r WAST MONTA USG H I SHNA`r, HAMPTON BA--T'S, NY 110146
(
MAXIMUM MEAN ROOF HE I(5HT: 55) SIMPSON LSTA - 20 GAGE i=HONE 651 -72a cf480
RIDGE STRAP - ALL ROOF RAFTERS
e ° 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY
r IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA:
1 a
ICE SHIELD
- EDGE IL ND FROM ES I NC-7L E FARM I LY RESIDENTIAL �
SHUTTER ASSEMBLY I" REQDESIGN IN ACCORDANCE WITH AMERICAN w
N.T.S. °a FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 \ \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE O
23/32 (3/4') APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD >_
(OVERLAP AROUND OPENINGS 4") I ' iF
ALTERNATE POSITION OI II
HURRICANE CLIP USE 5� -O MANX I MUM GROUND SNOW LOAD - 45 PSF. ~ uj
A55EMBLY: �.' I slMPsoN HS V w
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I I FIRST LEVEL - 40 PSF. L.L. = Z
#10x3" (w/ WA5HERW GALVINIZED OR 5TAINLE55 STEEL 1 1 LIVING AREA5 - 40 PSF. L.L.
WOOD SCREW @ ib" O.G. • 51MPSON H2 HURRICANE
BEDROOMS - 30 P5F. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 I CLIP NAILED. FROM '
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH
MACHINE BOLT 0 12" O.G. ��' I 5- ary'PId NAAILS EACH END aEISMIG DESIGN CATEGORY - B W
\ \ I RES I DENGE: X WEATHERING - SEVERE
APA
AEi oDTopYOF°TOP° PROVIDE 8d COMMON FROST LINE DEPTH - 36 H
PLATE. NAILS a 4" O.G. AT Z
SHEAT IHR EDGE OF ALL TERMITE - MODERATE TO HEAVY O w
•'� I TYPE OF CONSTRUCTION DECAY - SLIGHT Fx
CONVENTIONAL L16HT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Q
W
1 CONSTRUCTION w
I
1 1 1 LTIPLE SECTION ASSEMBLY:
1 1/4" THICK BOLTS ® 2' 00
GENERAL NOTES z w
�1� w I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE D15POSAL SYSTEM AND FRESH WATER SUPPLY Q w
1 1 I 1 I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I 1 I I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. -
PLYWOOD SHEATHING CONSERVATION 1 CODE, AND LOCAL AUTHORITIES. (n TO OVER LAP BOX 14. THI5 STRUCTURE HAS BEEN DESIGNED IN
BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY T
I
SIMPSON MST2MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. Z
'1
1 I 1
11/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL = Q
1 I 1 I 1 I 1 METAL STRAP 648" OG. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. LL x
1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE V
1 1 I I 1 DOUBLE TOP STAIR AND FLOOR OPENINGS,
POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.SHUTTER ASSE � BLx6 sib O.G. PLATE PARTITIONS, EXCEPT ANOTED ON DRAIN .N.T.S. STUDS J
11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE Q
, 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND
GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM O
FOR PANEL SPANS:4' OR WIDER SPAN I I Idj ' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
I
A-325 BOLTS, 3/4" DIAMETER. � �
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I 1 1 1 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
6. ALL DIMENSIONS AND GRADE CONDITIONS To BE C4
I 1 I VERIFIED BY CONTRACTORS) PRIOR TOSTART OF INSURANCE NECESSARY TO PROTECT THE ENGINEER(OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER.
2x4 STRON(5-BACKS @ 24" OG i� 1°J,- AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
1 I i 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL IQ. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: 1 SIMPSON MST2"I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
1 1 I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYWOOD TO 2x41S: # 10x3" (w/ WASHERS) GALVINIZED OR I I METAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW a 12" O.G. I ' CONCRETE SLABS TO BE COMPACTED TO 1595 AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR
2). ATTACHING STRUCTURAL PANEIL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE
#10x3 (w/ WASHERS) GALVANIZED OR STAINLESS STEEL Ed NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z , r�
WOOD SCREW ® 16" O.G. `''t M
1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REG2UIRED IN EACH BEDROOM AND N Q • 4
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR 2 x 6 SILL PLATE r c7
-`` 'j ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 1.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ,.
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) "° NEW YORK STATE BUILDING GORE. .J •
MACHINE BOLT @ 12" O.G. . ':; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
"``' ` "` MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. I'-0 >-
SEE FOUNDATION DWG. ti:�,-; CO O
FOR DESIGN. ''" ' ` 'ti' S/a" x 12" A.B. ®48" OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO x
y' :}'"` w/ FENDER WASHER. W W Z Q
8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT I_-- w W
'''�''"`''t' PENETRATIONS =� Z
WINDOWS - GLAZED OPENING NOW REG2U I RES THAT ALL SLEEPING ROOMS IN THE � W •un ui
cf. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q N a o
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. E W • N o
IN ACCORDANCE WITH LARGE MISS TEST OF
_le
Q F- •
ASTM E 1116 AND DECKS ETC.. 0 m AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS
N LIEU OF THE ABOVE MENTIONED' WI NDOW5. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NGS. STRUCTURE DESIGN. V M
PANELS TO BE PRECUT TO FIT OVIER WINDOWS WITH CRITICAL LOAD PATH N c •
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SITE. SHALL GOMPL`r W/N'f'SBC CHAPTER #2304.11.6 THI5 CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
NAILING SCHEDULE FRAMING NOTES n •,
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Io. PLYWOODE
SHATHING TO BE NAILED WITH 8 d ® "4 ��,c �,. ^�"1
4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12"
SIZED FOR COMMON NAILS; CONTACT ARCH I TELT FOR BOX NAIL SIZES BETTERI NTERMED I ATE.
2. ALL SHEATHING TO BE APA RATED, EXP05URE I, 5/8" PROJECT NO:
h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 15166
RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT.
o <,10 ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 50FLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY:
CEILING JOIST/PARALLEL RAFTER 1-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
a CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
o <,lo RIM BOARD/RAFTER 2-Ibd (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE:
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 1'-O" AND OVER WITH CONNECTIONS. 10/31/17
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
h STUD/STUD 2-Ibd (FACE NAILED)
HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
® 8-O O.G. MIN. PROVIDE 2 SPACE FOR A I R
100( O X45 O BOTTOM A OOR JOIST 2-16d FACE AI ED HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
B PL TEFL ( NAILED)) CIRCULATION IN ROOFS.
o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REG2UIRED AT ALL LOAD AND STRUCTURAL
:1h 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 TOP PLATE 3-16d (TOE NAILED)
0 or1. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES &
100 0 -30 0
100< O (45 LEDGER 5TRIP/BEAM 3-Ibd (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
PROVIDE Sd COMMON NAILS a 4' 0.0. BAND J015T/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - 6" O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
10° 0 <,30 O PLYWOOD ROOF DECKING ad @4 O.G. EDGES, ®8�� 'O.G. FIELD TECO" .OR APPROVED EQUAL.
STRIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12„ O.G.. SHEET NO:
PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad @4" O.G. EDGES, @8" O.G. FIELD 1. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING ad o6" O.G. EDGES, @)12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE r a = 4 FT. IN ALL GASES 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 GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 63)
OWNER.
ORNAMENTAL CUSTOM SLIDING DOORS Ixb" RAKE ON 12" PROJECTED
SUSPENDED FROM GALV. TRACK 4 OVERHANG. PROVIDE Ixb PVC
FRIEZE BOARD PAINTED PROVIDE POWER ABOVE
ROLLERS. PROVIDE 12" WIDE WOOD FOR 40 GAL. ELECTRIC APPROXIMATE LOCATION
SHINGLED ROOF GOVERI N& OVER HOT WATER HEATER
TRACK, w/Ixb PVC FASCIA 6 GUTTER Ixl2 VERTICAL CEDAR SIDING w/1x2 OF POOL EQUIPMENT
CEDAR BATTENS ON 30# BLDG. PAPER
ON V PLYWD. 5HEATHING ------------------------ _]
I I
CUSTOM SLIDING DOORS FABRICATED
OF Ix8 V-GROOVE CEDAR PANELS IN ---------------------- I I
PROVIDE Ixl®12" CEDAR LATTICE
2x8 FRAME vi/1x4 GR055 BRACES AW251 =_ ___ ______ ______ __ _ ___TOP OTRELLIS BEAMS _ ___ __ __
3x6@24"
II
CEDAR TRELLIS BEAMS ,' I ---
-----
II II
� _______
wORNAMENTAL END GUT 36x72 ==�
W
SHOWER ENCLOSURE FRAMED w/4x4 TR. -------
ND. POSTS w/(3)2x4 HORIZONTAL RAIILS. -�--i
--- -------- --------
PROVIDE
- --------PROVIDE Ix8 V-GROOVE CEDAR 5DNG
$ GRILLE ABOVE PER ELEVATIONS
------- --------�� I
--
- / ------ ------- ------- ------ -�---- I I / I I
6x6 CEDAR POST ON 50NOTUBE
I
1
_
TWO PANEL ALUMINUM .\
GLAD GLASS POCKET It -
1 r---------------------]--�
DOORS BY ANDERSEN. \ ---- SUBPANEL
SEE SPECIFICATIONS \ �__�!�i
I I
-------------� i _ -r---T-----------------_ -
---------'----i----------------- - (—
ELECTRICAL LEGEND �•�----�=Tr
(p DUPLEX RECEPTACLE OUTLET --------- I - \
i I 4- SURFACE MOUNTED CEILING FIXTURE LAY0
\TO AUTOMATIC �LA 14 W
I I POOL COVE 0
MASONRY FOUNDATION BEYOND i i i SURFACE MOUNTED WALL FIXTURE ELECT ""'AC 0
' I i __ i 7 SWITCH SCALE: 1/4" = 1' -0" ; W
ri
L--------------- -- J J I�
---------- --------------------------------------
- SURFACE MOUNTED CEILING FAN �\
ELEVATIOIN
TO 5WITCH AT HOUSE
INORTH _ a
SCALE: 1/4" = V -0" z �-
Z W
STONE PAVING ON REINF. GONG. 3y2„ 3y2„ 3S/2�� qUj
SLAB w/HAUNCH AT PERIMETER,
YELLOW CEDAR ROOFING w/CAST IN PLACE DRAIN SHINGLES � 00 o' 3'-?y2" 17'_5" 2'-�{" � �•�,
PER SPECS ON LATH ON 2xIO RAFTERS CONNECTED TO DRYWELL
I'-cV2" 01 U)
CR12 3x8®24" CLEAR CEDAR BEAMS, 3: Q
m CX135 CX135 CX135 w/ORNAMENTAL END GUT. NOTCH
- ________________________ _� OVER GIRDER. PROVIDE GALV. = Q
NI I ANCHORS ON LEDGER AT WALL
0 3x6 32" LOLL R TIES. EE CL ------------------------
------------------------
_ _ _ -__---_-- i i_ J
O SEGTI N FOR H T. BRA INC ! ------------------------L�_=�
- ------- ----- --
- SHO R ------ ------ ----- -------
�U TOILET --- ------------------
171.71
----------------
Q --rte--�
lX i ��,---- - -- 36x72 -------
I iQ i i ''AA
;.; �- ---- ------ ---- -- ---- ------ -- W
-- ---
m ------ --- -J - -- � ____ ________ Br�=== N
athe rol 0011111
------ ------
------ ------ ------� I I�---- -- ------- ------- 1---
OPE TUD/RA TER. 0
4" THK. POURED SONC. SLAB, i L
Ixb PVG FASCIA BOARD w/GUTTER NO I ERIOR FI qISH REINFO w x6, #10/#10 W.W.M I --- -- ------- --------i�--
_ _ _ _ r _ _ _ _ ---- -------------------i E (2)3x8 CLEAR CEDAR GIRDER,
C--===-- - __ - ___---#-------------- -------� I I u
- - - - ---^� ---- - ------------ -- ------------------------I I - BOLTS ® 6"/1'C STAIA EKED
SHOWER ENCLOSURE J00= =EJ= \ TOP HINGED AWNING SERVINGL]- ]
w/CEDAR PO5T5 4 T4 G I \ _ (3)2x6 POST TO RIDGE ---------------------
11711711771MV-GROOVE PANELS AND \\ p WINDOW BY FLIP OUT WINDOWS. it __--_------ books 06 Z•
i \ i SEE SPECIFICATIONS ------------ I I
6RILLE5 ABOVE \ ------------------ ------ ---_ ----- - 6x6 CEDAR PO5T w/SIMP50N c
(3)14" LVL HDR
MPB66Z POST BASE v4116,11v4116,11N Q• C, -*
\\ % x 4 PVG TYPICAL CASING 50NOTUBE TO 36" BELOW
1 10-O sliding doors GRADE• -j y a o cq
1
UJ _j
~ a Z LL
STUCCO EXPOSED GONG. LLJ• M � a
US L L� m L H_ V AW• Q N = h
SCALE: 1/4" = 1' -0" O D WNS N HDU2 HOLD Q F-• U in
I I I I
211
cn cn-
L--------------------------------------3 L-------------------I-------------------i
--------------------------------------------------------------------------------------------------------------------------------------ELEVAT10i'mm EAL E VA T 101" I'mm
o
=T ----------------------------------------------------------------------------------------------------------------
SCALE: 1/4" = -0" SCALE: 1/4" = -0" -
0 j
1" 1' 1, \
Oi PSS OF NFA
(V I I \ i 5� PJ C.
°N
I i
N
Cly ';
4x4 TR. WD. POSTS CONNECTED i i COMPACTED GRANULAR FILL
TO SLAB w/GALV. STIRRUPS I I I m
i
I I I PROJECT NO:
6" THICK POURED CONCRETE FOUNDATION I 4" THK. FOUNDATION AT TOP. BOLT i 15166
AW251 I I TR. WD. SILL w/5/8" BOLT @ 48".
WALL REINFORCED w/ 2 #4 REBAR SET 12 I I ' DRAWN BY:
DOWN FROM TOP OF WALL.WALL TO BEAR II STUCCO EXTERIOR TS
ON 16" WIDE x 6" DEEP CONG. FOOTING I '
CHECKED BY:
REINFORCED w/ 3 #4 REBAR SET 2" ABOVE I I !
BOTTOM OF FOOTING.
• / DATE:
JUL JUUL
SCALE:
E
1/4" = 1' - 0"
a'-8y2"
6x6 TR. WD. POST w/SIMPSON
CX135 CX135 CX135 SHEET TITL .
MP566Z P05T BASE w/16
7'-6" 10'-0
" 7'-6" SONOTUBE TO 36" BELOW
01 GRADE. CASE POST IN PVC, POOL HOUSE
w/PLA5HED TOP
251-0" PLANS
hi
ELEVATIONS
F 0 U 'Ikmm 1"J" A T 0 LA
I I I I
I I
SCALE: 1/4" = 1' -0"
SHEET NO:
NOTE: DEPTH OF FOOTING DEPENDS
ON NATURAL GRADE AT SITE OF
BU I LD I N6. MAY BE DEEPER THAN
bAg" Onum -TH ELEVATI (jim" N SHOWN IN SECTION
SCALE: 1/4" V -0"
0 Ph E M I L b4ft & rrL-,-'3" 1 Puft m mum I N ,UAF'-m"w"
VENTED RIDGE GAP (TYPJ
TOP FRAM11-116
STRUCTURAL RIDGE BEAM (SEE PLANS) \.
YELLOW CEDAR 5HINGLE ROOFING ON 30# \� 12
BLDG. PAPER ON %" PLYWD. ROOF DECKING ON \ \
2x10 ROOF RAFTERS \ =
/ IOuj
ds
Y
' ]-HEADER,
O A > >-
{ 1 2x4 ®32" STRAPS FROM ROOF RAFTERS s
THRU LOFT DECKING TO JOISTS BELOW ep PROVIDE /4 PLYWD. EACH SIDE W
OF WEB, IF TOP FLANGE IS
YWO DDE INC \. NOTCHED
FASTEN TOP PLATE TO HEADER WITH
TWO ROWS ibd SINKER NAILS. 3" 0/0. HURRICANE STRAPS. (TYP)
LL
j r — TOP 5U5FLR. �, F—
KING STUD _
I I-7/8"�J1(560 1 O.G. FJ
v' JACK STUD >' 1,000 LB. RATED TENSION STRAPS. II \ _ TOP PLATE =
ALUMINUM GUTTER ON Ixb FASCIA L_ -7 >
} O Z
BLOCKING FOR SPLICE JOINT W
t r R*R RED CEDAR 5HINGLE SIDING ON 15#
\ BLDG. FELT ON g/a" PLYWOOD _TW Q
SHEATHING ON 2x4 WOOD FRAME
lo
NO INRIO FINI55
DOUBLE JACK STUDS. 2x4 MIN. I— _
-7 V
x 12" ANCHOR BOLTS ®32" OG w/3x3x% GO SIN . ND SL ON
SIMPSON HD5A HOLD-DO .WNS.
4 TH
2 ANCHOR BOLTS COMPACTED SAND Q
METAL WASHER, 12 FROM EACH CORNER
2xb TREATED WOOD SILL WITH Z W
TERMITE SHIELD W
d -------- -------- �I II
II II ° iI a iI d a/a" x 12" ANCHOR BOLTS ®32" OG �t:: r•. = TOP SLAB
°d d �l w/3x5xg/b METAL WA5HER, 12 ,,FROM.- it :'#C Li.
. . ,y,. , :.: '.: •...'...'• ;. .,t•;,.•� :• •'•'ems ..i :i.'. .'k.. +•. ":rA.•..�.: ; :;. .: •'..'•�.:' :t,i". •.; ,
° Ys GYP. ° EACH CORNER r, j' -
X//
\/ \ / .., j / / • / / / / / / / / /..'. .. ./ /.\/ ... /. :' '.\+j../ / / , / /
° FINISH OUNDTI ON \! \\\\\/\\\! ;t.. /. \\�\�; \ \/\\� '\\ \ \� �\ / \\/ \\�\\ \\/\ \\�\\/\\' \\i \� \� \\\ \�
8 THICK GONG. WALLS REINFORCED / // / ' �., \ //; / /'//, /// / \ /j / //j // //jam
\/ \//'// //� \ /// //\/ / _ Q
w/ (2) #4 REBAR 12" DOWN FROM TOP \/\/\\ /\. \�\ \/ \/ .\ /\/ \�/ \/\\/\\/ \/\ / \ i \/\\/\\,/
OF WALL. WALL TO BEAR ON 8" DEEP /\\/\ \\ \\ i \ \\ ' \ \\ \ \\ i\\ \\ \\ \\ \\`
x I6" WIDE GONG. FOOTING i'\�/� .;, ,� // \////. \\ i/ / .�/ \/ \ \\\/
REINFORCED w/ (3) #4 REBAR. (TYP) \ /\\/\\�' \\/\\/\/\\ \ \/ \/\/\\/' /\\i \\/\\/\ '.:.• \\\ �I
INSIDE ELEVATION \//\i / % ,\�/ , i / \,/\/i\// i / \/ / �,''''. .:..: -
�\\\'' \/ /\ :\\/ \/\/\\\ \\\/\�/ \ \ /\ o
\% N
\/ N
Ov/
A R A" teft%t "
. . SCALE: 3/8" = 1' -0" ' / -iX�
16" MIN. FOR 5'-0" HT.
16" MIN. FOR a'-O" HT.
&1-0" TO 18'-0" 20" MIN. FOR 10'-0" HT.
( FINI5HED WIDTH )
VENTED RIDGE GAP (TYP)
-; TOP FRAMING ca Z
' EADER
>>_ >XVWK = ' STRUCTURAL RIDGE BEAM (5EE PLANeVi \.
n J �' o
F Q OWLi >
3x6 DOUG FIR COLLAR TIES ®32" o/c, SANDWICH \� W —�• Z w
t ' Y 6d COMMON NAILS IN A B" BETWEEN RAFTERS W(3)3/4" CARRIAGE BOLTS.
° PROVIDE 4x4 TRUSS CHORDS, LAGGED TO \\ 12 W• u M w a
GRID PATTERN a z LL
COLLAR TIES t SANDWICHED BETWEEN RAFTERS �� %]� W. N $ e
Q N � e0
_ 3"xll-1/4" MIN. HEADER
< YELLOW CEDAR 5HINGLE ROOFING ON 30#
� CO N.
► x BLDG, PAPER ON %" PLYWD. ROOF DECKING ON .,
y 2x10 Roof= RAFTERS
l N' 8d COMMON NAILS. 3" O/ \
HURRICANE STRAPS. (TYPJ \
—
��� 2x2 ®b" O.G. CEDAR LATTICE
FOR WALL5 TALLER THAN 6
0
7
SPLICE JOINTS SHOULD BE \. LAYER, ATTACHED SECURELY TO
O , LOCATED WITHIN 24" OF - I'-6° WOOD BEAMS BELOW. OIL FIN15H
t WALL MID-HEIGHT. (3)2 KING TUDS LL
c�
y ' x ALUMINUM GUTTER ON Ixb FASCIA. HEIC� OF LL
OF IVE '°�o
LEAVE Ixb RAFTER EXTEN51ON5 / \ 3x8 ®24" CEDAR BEAMS 5S�' �l-
f OPEN BELOW
TOP PLATE WORNAMENTAL END GUTS, NOTCHED ����C. S�2,
ATTACHED SECURELY THRU FLASHING
' { NAIL BLOGKIN6 WITH 10d TO LOWER CASED GIRDERS. OIL FINISH
8d COMMON NAILS. 3" O/G. SINKERS AT 5" 0/(:,. BOTH
SIDES OF SEAM.
y >:
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CEDAR BATTENS ON 15# BLDG. FELT ON
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, /a PLYWOOD SHEATHING ON 2x4 ®I6 =
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OLTED wS/8"
WOOD FRAMING CARRIAGE BOLTS ®I6" 0%.Ln
R BOLTS PER EACH ' PROJECT NO.:-- ---- ' 2 ANCHOR - - 16196
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0
j d i d NARROW WALL SECTION.
DRAWN BY:
1111 II
° 11 bxb CEDAR POST CASED Tcs
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° ° d ° FOUNDATION V x 12" ANCHOR BOLTS ®32" Or., w/3x5x5i(b �
METAL WA5HER, 12" FROM EACH CORNER `r CHECKED BY:
" THK. REIN . GONG SLAB ON PEA GRAVEL 10/31/17
2x6 TREATED WOOD SILL WITH OMP GTED AND DATE:
TERMITE SHIELD
4" THK. FOUNDATION AT TOP. SCALE:
8ve 19-099
OUTSIDE ELEVATION
BEAR SLAB ON LEDGE t �, . , —
TOP 5LA8
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L LETMIL OF WALL. WALIr TO BE ON 8" DEEP \/ \/ \ '' \i,/ \//\/ // %\\ �/ \ j ` \ \ ` \ / ` \\ \ \ \` j\ ;' \ \.fl / \/\\/ \/ \/ / \ I SONOTUBE w/ANCHOR BOLTS/STIRRUP
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SCALE. N.T.S. REINFORCED w/ (3) #4 REBAR. (TYPJ / / . \\,\\\ \\` \\\ \\ \\ \ \\ \\\ \\ \ \\\\\ \\ \\ \\\ \\ \\ \\�\\\ \\ \
� . \, ,/ ,./ \ \ \/ \%\/ \; \, j\/ SECTIONS
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SHEET NO:
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SCALE: 3/8" = V -0"
BIDDING PERMIT SET