HomeMy WebLinkAbout38200-Z
yIFFO[ f Town of Southold Annex 12/5/2013
P.O. Box 1179
54375 Main Road
!5 }
Southold New York 11971
is I
Vol
CERTIFICATE OF OCCUPANCY
No: 36634 Date: 12/5/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 375 Reydon Dr, Southold,
SCTM 473889 Sec/Block/Lot: 79.-5-23.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this otficed dated
7/17/2013 pursuant to which Building Permit No. 38200 dated 7/23/2013
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:
additions and alterations to an existing single family dwelling as applied for
The certificate is issued to May, Paul & Ors.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0039 11/25/13
ELECTRICAL CERTIFICATE NO. 38200 10/7/13
PLUMBERS CERTIFICATION DATED 11/27/13 3Aut tucl Plumb'
i7 d S ' atur
- TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
®q SOUTHOLD,NY
O
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 38200 Date: 7/2312013
Permission is hereby granted to:
May, Paul & May, Margaret
151 Linden Rd
Mineola, NY 11501
To: Additionss and alterations to an existing single family dwelling as applied for.
At premises located at:
375 Reydon Dr, Southold
SCTM # 473889
Sec/Block/Lot # 79.-5-23.1
Pursuant to application dated 7/17/2013 and approved by the Building Inspector.
To expire on 1/22/2015.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $460.00
CO - ADDITION TO DWELLING $50.00
Total: $510.00
uildi g Inspector
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:
I . 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. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
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. ~T It 7~ 13
New Constructi Old or Pre-existing Building: (check one)
Location of Property: ~'lya jk + I/ 0'
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 1 Block J Lot Z 3, )
Subdivision Filed Map. Lot:
Permit No. ~7 ZS,4-0 0 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certilicatc: (check one)
Fee Submitted: $
Applicant Signature
ho~~pf SO[/lyolo
Town Hall Annex Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179
Southold, NY 11971-0959 • ~O roger. riche rt(a)town.southold.nY.us
~~~OUNTI 0~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Paul & Margaret May
Address: 375 Reydon Dr City: Southold St: NY Zip: 11971
Building Permit#: 38200 Section: 79 Block: 5 Lot: 23.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Jim Sage Electric License No: 3635-e
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 2
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 14 Twist Lock Exit Fixtures TVSS
Other Equipment: 3-paddle fans, 1-exhaust fan
Notes:
Inspector Signature: y:e1a~1 Z Date: Oct 7 2013
81-Cert Electrical Compliance Form.xls
y Z
r. Hall, 51095 Main Rood p ,€1
PO Box 1179 y Fax (6) 1) 765
r..a NO, Yolk 11971.0959 Telcpnonc (671)
BUILDINd'DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
• , • Date: 7 1 ~
Building Permit No.
Owner:
• Please.p>in
Plumber: ~r1
(Please Print)
I certify that the solder used in the water supply system contains less than 2/10 or I
lead. '
PI Ignature)
S%~orn to before me this -
j1\1 0l 7z~z 20/3
DENISE KING
Norary Public, State of New York
Registration #01K16041757
cua 'j in Suffolk County
E ycnmr es ERpires May 1c z~?
~olary Public/?~ ~ County
03~~PSOUTy~
-3
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]ELECTRICAL IRO/UGH) ]ELECTRICAL (FINAL)
`l/< l
REMARKS:
L ~
DATE 1at INSPECTOR
7 <90 7p- ~OF SO4ry~'~
'~COIMI'~,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECT"
[ ] FOUNDATION 1ST ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
3 ~F ho~ypF SOOI~6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] GH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
ECTOR
WDATE
~oogj,f SOUlyo6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) fi ' ELECTRICAL (FINAL)
REMARKS:
DATE /Ch INSPECTOR
~qV ooOF SOUIy~
i
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH P.
[ ] FOUNDATION 2ND [ ] 1 ATION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
_ v
i
DATE INSPECTOR
FDELD RP0X'r DATE CO?4mz rs W
00 ro
POUiVDAT'ION (iSTj Q
O ~
FOUNDATION OND)
• z
~f ON .
BOUGH LAMING &
PLUMBING
3h.
INSULATION PZk N. Y.
STATE ENERGY CODE -
LA
O
FINAL
ADDMONAL COrvWNTS
Gi GN0
c ~ USG C~lcc - vK A
'f ir+
h °x
5
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILT ING 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 2 n~, Survey
SoutholdTown.NorthFork.net PERMIT NO. 3~&b~ Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Examined 0~3 Flood Permit
20 I'5 D Single & Separate
D Storm-Water Assessment Form
17 we ontact:
Approved 23 , 20 (3 Mail to:
Disapproved a/c BLDG ,D
TOWN UTHOLD Phone:
Expiration , 20
t ding ns
APPLICATION FOR BUILDING PERMIT
Date G Lt , 20 13
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.
Rl°l~~~J~111H~ co t` -3,TV-u.cA-te.a
GV~ I- Si (Signature of applicant or name, if a corporation)
P.o./fax SCI 517~~Ter15~Hr-t Ffftitr
QRL SOO " (Mailing address of applicant)1 t 4 i,
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
a CW e-Yf1ti Fr'rwA~c..'re
Name of owner of premises rAkA I a
_ "41 V'A&" A ~1 M M•~ ~t 1 C5~3 ~n,of Co t llytE Ti Ck 5 -e
(As on the tax roll or latest deed)
If app 'c nt is a oration, sig lure of Only authorized offt er
e and title of corporate off er)
B ilders License No. 3 2 318-14
Plumbers Lic
ense No. 2 G (e N~ P u1 iI 1 ft >tacK u, h b
Electricians License No. 3t 3S E Sn,~ ~~usku
Other Trade's License No.
1. Location of land on which prop&atne: ' n
s- Re Y n n N r~ .N1w?re~nto SO(A+ e 14r
House Number Street v a C
__ot re: ~z7a; «x~ aou,; Hamlet
County Tax Map No. 1000 Section ` Block U Lot Z)
. J
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 Erl Vn-re- I Tt idaN Gar _ 3 bxAyroew~s
b. Intended use and occupancy_ f'ri,j ATc Igow a (~~stde.rcc - S Ord re~~s
3. Nature of work (check which applicable): New Building Addition X Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 10.F000 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 15 f i T ^c J%
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. (2A 1 on-rc Rcs t<R .
i
7. Dimensions of existing structures, if any: Front 50 to dC<, earSb to P{- chm epth
Height 2.`t'- `f' = Number of Stories Z.
Dimensions of same structure with alterations or additions: Front Sot-id- (ntd Cknr ) Rearp"( -Ck",;
Depth `I '9.-Cr1o ckm.-j~LHeightL4 -4`(N~ Number of Stories 2-
8. Dimensions of entire new construction: Front S c> to' Rear Depth `1 S y"
Height L-4 -`i" Number of Stories z
9. Size of lot: Front 3 S t- Rear l Sa Depth ` Is 8t LcFf 15.. f-t (4( 1 R.I rL+-
10. Date of Purchase 2-//0 yco 7 Name of Former Owner J'0 S z h L (A 5 5 I D Y
11. Zone or use district in which premises are situated -10
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-y-
13. Will lot be re-graded? YES_ NO%?4 Will excess fill be removed from premises? YES NO~Y
PA-, t.; M *Wjj «f wt.-i
14. Names of Owner of premises 9ETA.,1 { C<,s nr5-ai,AddressISI LIWI!< Ajc Nb.ula Phone No. SIC -1,54 - i7e
Name of Architect 16k on. f jo& u % to(, Address 5f;.lt« Tstm~ Phone No 63t 112-110
Name of ContractorRE'd. EKcscud Address 0,O'' $~t Phone No. 7'41- E947
S t{c itn ~f cA-^{ av I M S J & S-- 3 151
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO o
* 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?y
~Jone s h • R IcIt being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Catr-ro-A Nov N elf
( ont ctor, 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.
UNDA P. RAlpq/r(;
Sworn to before me this NOTARY
• P N,crr(„M,
-E day of ~1 01\) E 20A
- a
Notary Pu lic Signature of ant
Of SD~lyolo
Town Hall Annex 41 Telephone (631) 765-1802
54375 Main Road
P.O. Box 1179 Q roger.riche ridi's)ZE9d nv us
Southold, NY 11971-0959Olyr
r' ~uBt+~`~`
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: -33T) ~ "Zazz P Date: `Waco /
Company Name: Name:
License No.:
Address: 35~
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: f
*Address: SCE
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: 1000 Section: _ 2 Block: Lot: ~3• /
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES D40 Rough In Fina
*Do you need a Temp Certificate: YES / NO
Temp Information (if needed)
%eodce Size_ 1 Phase 3Phase 100 150 200 300 350 400 Other
' 4e~ Service: m Ike ~gltk) ct Underground Number of Meters Change of Service Overhead
II ditional Information: I I I PAYMENT DUE WITH APPLICATION
Iu~ SEP 2 7
a ~rIAD pS~
82 eques or
a~
TOWN OF SOUTHOLD PROPERTY IWORD CARD
OWNER STREET VILLAGE DIST. SUB. LOT
YYl Drs e l~ ;~e ovr.- at S~
FORMER OWNER N p / E ACR.
c{L~ S W TYPE OF BUILDING
SGt' J ~i5 c%Sr. rt~a.L (3YUCt~~vw,~c, . ~}~?o =jr_,.~±-, v ~ S E
RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DA REMARKS
v o v o S/3o x Li ow. d o AssFssMfN 5~/i7 J3
4 RC_U Q ? G 14 B Zi C ° er 5 I
3 S r sc 4 C SS icll r
' o'7 IV\1~r1 800 ~'J 7~,%FG ,f'. •.~D clsi5 j)fu.f./i/Z.
Coss Jr ~rcv fi? &/s~~-
I a 0 a~ 3 yrs. 5
53 ,0 7 - Q Ss, ~ , y~sn
7D.
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
MeadowkuW DEPTH i
House Plot BULKHEAD
Total
~r
COLOR Q i -A~ ( TRIM
i
27
S I
a ~
M. errp If xz4 .5`1 S,Sc~ 3L - -
Exte' On
Extension
x 41
Extension
Foundation ` Both Dinette
Basement Floors K.
porch ,:1 x 1 I -q 1 Ext. Walls k- Interior Finish LR.
Breezeway Fire Place Heat DR.
Garope 2 2 xLbs, = S7 Z A 5- YPe Roof Rooms 1st Floor BR.
Patio Recreation Room Rooms 2nd Floor FIN. B
O. B. Dormer Driveway
7gral_
s L PAZ w_
PROPOSED SEPT{C SYSTEM DETAIL TEST HOLE DATA
NOVSE iDE BURIED (NOT TO SCALE)
F.FL. 2LL
aEEP ma.. FlNISNED GRACE (TEST HOLE DUG BY McDONALO GEOSCIENCE ON MAY 20, 2013)
PRECAST REINFORCED CONCRETE COVER FINISH GRADE
O.
BURIED DEEP mm, DEEP ma..
CAEF •IROUCKICOYERWIO GRADE A INSECT PROOF ELEV. R0, EL. 1B0 SURVEY OF PROPERTY
DARK BRVMI LOW a
MIN. 4' Be 20 min MIN a Oi[, TOP EL 1].O' 33 OS SITUATE
APPgOVED PIPE O '_V. -
RICHED t TOP ELEV. ]H.p: ADPRO\2D PRE '
_ RTCHED ,/B".,,' 5• Es. CUrEY SAND SC BAYVIEW
3' CLEAN TT'
INNY EL
1]. D' 'NI B' u . ° INVERT PIRDSSaVER COL.
'
EV BOLD TOWN OF SOUTHOLD
EL. fi
CIE PLEU,
SHOWTNFINE BWD SP SUFFOLK COUNTY NEW YORK
`
SEPTIC TANK (1 Ise 1 S. C. TAX No. 1000-79-05-23.1
) ' MATED R
' / aoTTOU -1 3_ ce)uluo MATER GNGUNo w~wXIH SCALE 1 "=40'
1. MINIMUM SEPTIC TANK CM4MES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. ELEV. 9,5. ELLV' HE SIN. eP MARCH 15, 2013
1 TANK: B' D0., 5' LOAD DEPTH
S 69-50 2CONCRETE slue HAVE A MINIMUM COMPRESSIVE STRENGTH of 3,000 Pit AT 28 Mrs. B 17 . JUNE 5, 2013 ADD PROPOSED SEPTIC SYSTEM
p 3. WALL THICKNESS SHALL BE A MINIMUM OF 3% A TOP THICKNESS OF E' AND A BOTTOM THIdNESS OF JULY 3, 2013 ADD-WELL ABANDONMENT NOTE
ALL wu1s, BOTTOM AND MR SHALL CONTAIN REINFORCING TO RESIST AN APPLED FORCE OF .MO pe/.
~O" 4. ALL JwMS SHALL BE SELLED SO THAT THE TANK IS WATERTIGHT. LEACHING POOLS (21 WELL AREA = 58 484 Sq. ft.
5. THE SEPRC TANK STALL BE INSTALLED AT LEVEL IN ALL DIRECNONS III A MAX. TOLERANCE OF SI/41 1. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS ROD AM TI sIDEWALL AREA NOTES; 1.342 ac.
ON A MINIMUM 3' THICK BED OF COMPACRD BAND OR PEA GRAVEL. 2 POOLS: 8' DIA, 8' DEEP
B. A 10' mm. DISTANCE BETWEEN SEPRC TANK AND HOUSE SHALL BE MAIWUNED. 2. LEACHING FOCUS ORE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRErt (OR EOI 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
] LEACHING STRUCTURES. SCUD DOMES AND/OR SUBS. EXISTING ELEVATIONS ARE SHOWN TAUS: 10.0
3. ALL CDLSRS SHALL BE OF PRECAST REINFORCED CONCRETE (O EQUAL), 2. REFER TO FILED MAP FOR TEST HOLE DATA.
/ a. A 10' m- DISTANCE BETWEEN LEACHING PDOUG AND WATER 04E SHALL BE MVRTHRED. 3, MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1.500 GALLONS.
5. AN 9' mn. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MANTANED. - LIQUID Q &?.q~ES AV_-o 6. AN mm. DISTANCE BETWEEN ALL LEACHING Pws AND sEPnc TANK SHALL BE MaNTUNED. a. MINIMUM BEACIHING SYSTEM GOORTA 5 BEDROOM HOUSE IS 400 sq if SIDEWALL AREA.
O~It' A ~ERES RlC 2 POOLS: 8' DIA., 8' DEEP
l q Q3 OWE<<NG yPROPOSED 50% FUTURE EXPANSION POOL
r, RZ6
\O ~V4' g i • ® PROPOSED 8' DIA. % 8' DEEP LEACHING POOL
FOr Sant({~~ Required yo PROPOSED TWO GALLON SEPTIC TANK
V OV ice By „ N eft tart' S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
(1 •PCe,•uM (VO ll OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
6. EXISTING SEPTIC SYSTEM TO BE PUMPED CLEAN AND EITHER REMOVED OR
.N P G N G FILLED WITH CLEAN SAND
EXISTING SEPTIC SYSTEM TIE MEASUREMENTS
y ^ HOUSE HOUSE
3 /O a / CORNER [A CORNER 08
SEPTIC N o
TANK
COVER 11 27
q NOTE.
LEACHING POOL
l ExisT, N o,$ PO
4 / COVER
Abandonment of - ;D°NEOE(( TowE`( :3 27• 44'
exist' sanitary S MBL, COED & N eE 36' a ° 1 8
/ V3 NAL conformance . must be in G R'gTfR `TEDOUTE w °y i~ C"4 2' TO T IHS SURVEY IS AATN!)LATIRO ADDITION
C with department requirement Sub AS SN~wN OQ o 45.$' ~Q Fp PIE l ° EDUCATION2LAW~ TME NEW rIXtK STATE
D
MOff completed form WWM_ p mi[ 0
3°h W G
D as proof. ~Q p o4°". THE (ELAND SURVEYORSINKLED SEEAL. ORRw
EMBOSSED SEAL SHALL NOT BE CONSIDERED
wF<</N 6. 8Y w w ,]A' y/ O c To BE A vnuD TRUE caPr.
G M a C, `~'R W
fTgL FEN t O N'} X3 N a \OPOS 3 : O ONLY TOA THEBPERSON ITOR WHOM THE SURVEY
POS SOU O N y Jr~ C' n 12.1' B a ° a A ` \ ? ED MATER (,NE TITLE COMPAM'A ON HIS BEHALF TO THE
?•O t ' J0 CE 7
TS GOVERNMENTAL AGENCY AND
Tp p ° S
OF ,.O' LENDING INSTRUMON LISTED HEREON, AND
ry O - _ n Or ° Q / TO THE ASSIGNEES OF THE LENDING INSTI-
(,NE (NO 3 1• S(,C O ° ( & ST \ ,2 O ] +l TU ION. CERTIFICAPOS ME NOT TRANSFERABLE.
D F4&RI, 26.0 s oqy ] WA~ ~g O'VE 4RN4 ? p~'' / 4 ~Kl'/ THE EXISTENCE OF RIGHT OF WAYS
~ExS l - `7 qr A ANY. NOT EASEMENTS N ARE F N RECORD, IF TEED. ANDI fn T TiN
D ANY
.c.Aw! C / r TO BTiy S 0 BE R.455S1''o ]36., \ iN'~~ /o
SUFFOLK DAINTY DEPAf HEALTH SERVICES Moroc l i l 4 E FEMO~eo Tq kOVEO D(
p/ U ON/ TEST HOLEA PREPARED IN AC THE MINIMUM
RPRMIT FOR APPROVAL Q SruNDAxos E uReEYS TABUSHED
GONSTRVCTIgN FORA ~z A W~ a HE ..LyA oP o ANI Q FOR IDr iA LAN
1?lGLE FAMILY 110ID&NCE ONLY y% y TIT O
5 N~ O ,Q
JAIL 1 7 2013 nn T 3eR i ft~ f
DAZE ff._4. P. NO,
ERN N 4CANT 4q ` Q m ~Q Wq Z 2
Es io °
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FOR MAXIF.it~ 0 DEOROOMS o #92 9 R / v e y..
EXPIFIES THREE YEARS FROM DATE OF APPRO RT 47, 2 f P, O S. (I No. 50467
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ENGINEER'S CERTIFICATION REQUIRED. OrWln
SUBMIT P.E. OR R.A. CERT:FICATION JUL O 9 2Ot and Surveyor
WELL RVIC
°
FOR INSTALLATION AND LONSTRUCTION HE
OF WC l _ o1r + & y SUFF. CO. ALTH ER MGT' CesBaT To: Joseph J. IGDKGen, Jr. L.S.
T~ Joseph A. Ingegno LS.
ICE OF W Title Surveys - Subdivisions - Site Plans - Construction Layout
II CERTIFIED T OFF AS
FOR FINAL APPROVAL. USE FORMWWM-073. NEW PAUL AND MARGARET MAY PHONE (631)727-2090 Fax (831)727-1727
GREGORY AND CONNIE JUDGE OFFICES LOCATED AT MAILING ADDRESS
!YO 4,b STEWARD TITLE INSURANCE COMPANY 1586 Main Road P,D. Bid. 16
AD BANK OF AMERICA Jamesport, New York 11947 Jamesport, New Yarn 11947
.A.A UT,
I
aIDHtgOS AO NJM0i SURVEY OF PROPERTY
idHa 9W8 SITUATE
BAYVIEW
10 / s s9s02p. Ij CIOZ L l InP TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-79-05-23.1
^ ~ SCALE 1"=40'
MARCH 15, 2013
Ho~ 41 Ako
AREA = 58,484 ac. ft.
Z. 1.342 ja ;14 CERTIFIED TO:
~r to P 0 N o PAUL AND MARGARET MAY
GREGORY AND CONNIE JUDGE
/ STEWARD TITLE INSURANCE COMPANY
/O
BANK OF kBt "3 q~ 41,
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THE EMOTIONS OF 10%ff OF WAYS
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SEPTIC SYSTEM TIE MEASUREMENTS ~'9g1 / : e . 6 xy,. _d
HOUSE NOOSE NS. Lim No. 50467
CORNER ElCORNER g
COVER TANK 11, 27'
LEACHING POOL 27' 44' T~ 'ALI
COVER Bq.( I Land Surveyor
EyyRo ~ Suocmear Ta SfoaNl A. Inge L S LS
440 RIb Serrye - &6&isbm - STS Pbra - cm*m0on Lwm
PHONE (031)727-2090 Fax (031)727-1727
OFFEES LOC47E0 AT MAILING ADDRESS
1500 Main Road P.O. Box 10
Jonapor4 Nw York 11947 kmemparC Nn Yak 11947
._..u t,EtiVIGES
SURVEY OF PROPERTY
SITUATE
al BAYVIEW
;0 beer,
=btilhisc<,. d TOWN OF SOUTHOLD
~~zaor„p`r,y;Ut.;pp, t " ' SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-79-05-23.1
/ - SCALE 1a=40'
walterJ. Hilbert, P. E., L;r I SEPTIC SYSTEM TIE MEASUREMENTS MARCH 15, 2013
S. fflce Gf wastewater r,":a ar~?rrent HOUSE HOUSE
CORNER CORNER JUNE 5, 2013 ADD PROPOSED SEPTIC SYSTEM
?
_ 08
JULY 3 2013 ADD WELL ABANDONMENT NOTE
? a SEPTIC TANK NOVEM6ER 1, 2013 ADD NEW SEPTIC SYSTEM
COVER .h F LEACHING POOL 17' 37.s' AREA = 58,,484asq. ft.
- COVER /1 28' 19.5'
LEACHING POOL
COVER /2 41.5 34'
erpns.
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\44 CMG 04V COST010 ELEVATIONS ARE SHOWN THUS 30.0
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Y.S. Uo. No. 50487
GY 02 99 4oe 28 Nathan Ta Corwin III
° Land Surveyor
i "
y Sumrea Ta SOONy J. Mdom. Jr. LS
Jw~ph Ingegm LS
~A.
Tft Swwys - AtlBHdaro - Sib PMnE - Cme6udi°n Layout
Iv RY PAUL AND MARGARET MAY PHONE (831)727-2090 Fm (631)727-1727
GREGORY AND CONNIE JUDGE OFFICES LOCATID AT MVUNO ADDRESS
STEWARD TITLE INSURANCE COMPANY 1586 Main Rood P.O. Bar 18
44t) BANK OF AMERICA Janeepal, Now Yak 11947 JamseporL Nw York 11947
Town of Southold - Chapter 236 - Stormwater Management
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICANT NAME: Poswr, Wba-Cnn1mWorotha (Cecim0m) Properly GIVNIER:(EDINOna than Applkenq
apl~ CVd 1R A'LLt
F-A
rn &o..- J JG. 5G olp t4y. Address: I Ipide.w 2 (t- 0 _
T o•e: I ( I IL
Face: T It 2 Faae:
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S t 6 'Dar / C
Property Address: f eQ.ow QIVL 5vw'rf~° I BnrtDeumpeon OfCenetrarcdon Activity, Proposed structure. DAM Spit
S.C.rM. t ShheBad BMPs, I4oicaSmpt andlor Seganae of Comtrrtr Acdvity
tact
a.ea ear. sea lne Iprodea aerdaw Paper®Needral
Nam•of Contraeporcodf~or YCallanp Pamn for lmPlOrm"Uon Of SWPPP:
G1 Y\ I-~C~ GNIY-hL':Dti ( _~--0~-'"-•}-•O__~` `GO`~t i.
t l~~ ~ cl. G._. e4a't. '
Llapisasa e: Fak
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AK rtcC.3 s MI P~,y~
Names PouoroR
eaponalble binnslletlonBMaintenance of Erasion Canact Pmctlr<: --.-fD r•1/ ~ (_I 1 ,t Ju~
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Adldma:
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Mail:
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TdelAroaaAa ToYl Area nLand Cleefeg I ~ I
Rolad Parcels: andnr Ground DiN berm: O
Project D..fl.: sun End
(MtidpaW) LII I aelrl1-S Deb: jr~(J Dna:
D+aam>c..nsranl b4 J 1
Will this Project Disturbs five (5) or More, Acres at IL+~~11
Any One Time During the Proposed Development 7 Yes NO
ravnriM Fnlawirpl . I
a. Does the Applicant have a Qualified Inspector On Q Q
Staff To Conduct the Required Inspection 7 Yes No
Ii. Does Cie SWPPP Indicate Hose Frequently the Site = O list the NAMES or description area Potentially Inspected WalerWdke an mr Wellands: es No
Inspections will occur and for What Period of Time 7 YO
c. Dow the SWPPP Adequately Identify All Temporary ~ e^
andlor Permanent Soll Stabalizatlon Measures 7 Yes No
d. Does the SWPPP Adequately Identifya Complete Q 0
I
Project Phasing Plan 7 Yes No sUke of lopaeled w
atereodY: (•9. TYDr„ dW(d) LbNq hnpsirod-)
e. Does the ll Intricate oP
= =
, l
Practices that Will Utilized to Protect Water Quality? Yes No
I. Has the Applicant Submitted a Campleted DEC Notice
Of Intent and SWPPP Acceptarra Form for Review Type Of enp.ned wWrl,adr. (eg, lace, crack DsY. Peed, S..4 FmhwnerweeasM_)
by the Town of Southold 7 Yes No
STATE OF NEW YORK,
COUNTY OF~.._.SU .............SS
That I, .^.`.~:5...[.L:...iv..1. being duly sworn, deposes and says that he/she is the applicant for Permit, I _
(Name a Yidvidual spring Doo.rcrd)
And that he/she is the
(levier, Coneacb, A(pd,~Gwpgale OMCY;iRej
Owner and/or representative of the Ovmer or Overlent, 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 hue to the best of his knowledge and belief; and
that the work will be performed in the manner set forth in the application filed herewith.
Sworn to bef~ me this; -
1 01 _ fday of ~ 20..~. ~ 1 p?
Notary Public:...........] .~GX.d........_ll ..r..'.....1-
(SipnuYe aAppiraitl
SWPPP Assessment FORM: 0312 W.AR IroQ{
1
Generated by REScheck-Web Software
Compliance Certificate
Energy Cade: 2010 New York Energy Conservation Construction Code
Location: Suffolk County, New York
Construction Type: Sinnggle Family
Project Type: Addttion
Glazing Area Percentage: 15%
Fleeting Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent Designer/Contractor:
Reydon Drive May I Judge Jim Rich
Southold, New York Reydon Drive Southold, New York
Southold, New York
Compliance Passes using UA trade-off
Compliance: 11.5% Better Than Code Maximum UA: 96 Your UA: 85
lire%11 r r er wbme nra Cade,M msab tom tlose b M.Plsncabia Mua b band on mode "dear MW-
R DOES NOT pm-de an acacia on energy ,m w ma relerreb a mir.numcadn home.
Assembly Area or R-Value R-Value or Gross Cavity Cont. Glazing U A
Door
Perimeter U-Factor
Ceiling: Flat or Scissor Truss 475 30.0 0.0 17
Floor: All-Wood Joist/Truss, Over Uncend. Space 475 19.0 0.0 22
Wall: Wood Frame, 1&n. o.c. 488 19.0 0.0 25
Window: Wood Frame, 2 Pane wl Low-E 45 0.280 13
Window: Wood Frame, 2 Pane wl Low-E 20 0.280 6
Window. Wood Frame, 2 Pane w/ Low-E 8 0280 2
Compllance Statement The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has en designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck-Web and to comply with the ndatory requi is listed in the REScheck Inspection
Checdist.
Name - Title Sr lure Date
OF NE*
* 10PMEq~
r
ir1 ^ r
OS822A
SSIONRE~
Project Title: Report date: 03127113
Data filename: Page 1 of 4
Generated by REScheck-Web Software
Inspection Checklist
Energy Cade: 2010 New York Energy Conservation Construction Code
Locatiom Suffolk County, New York
Construction Type: Single Family
Project Type: Addition
Glazing Area Percentage: 15%
Heating Degree Days: 5750
Climate Zone: 4
Ceilings:
? Ceiling: Flat or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
? Wall: Wood Frame, thin. o.c., R-19.0 mvity insulation
Comments:
Windows:
? Window: Wood Frame, 2 Pane wl Low-E, U-factor. 0.280
For windows without labeled 1.1-factors, describe features:
#Panes - Frame Type Thermal Break? _ Yes _ No
Comments:
? Window Wood Frame, 2 Pane w/ Low-E, 1-1-facto: 0.280
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Cormments:
? Window Wad Frame, 2 Pane wl Low-E, U-factor: 0.280
For windows without labeled Li-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Cornments:
Floors:
? Floor. All-Ward Joist/Truss Over Uncond. Space, R-19.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subtloor declung.
Air Leakage:
? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk gasketed, weatherstripped a otherwise sealed with an air barrier material, suitable film or
solid material.
? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
windowldaxr jambs and framing.
? Recessed lights in the building ttamal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or calling covering.
? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
? Wood-burring fireplaces have gasketed doors and outdoor combustion air.
? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
? Building envelope al tightness and insulation installation canplies by either 1) a post rough-m blower door test result of less than 7
ACH at 50 pascals OR 2) the following items have been satisfied:
Project Titie: Report date: 03127/13
Data filename: Page 2 of 4
(a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, a
sprayed/blown insulation extends behind piping and wiring.
(f) Comers, headers, narrow framing cavities, and rim joists are insulated.
(g) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Sunrooms:
Sumcoms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroo n from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Materials and equipment are installed in accordance with the manufacturer's installation instructions.
C] Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
O Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
C] Building framing cavities are not used as supply ducts.
F1 All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gaskefing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
O Duct tightness test has been performed and meets one of the following test criteria:
(1) Postconstruction leakage to outdoors test: Less than or equal to 8 chm per 100 ft2 of conditioned floor area.
(2) Postconstmction total leakage test (including air handler enclosure): Less than or equal to 12 clrn per 100 ft2.
(3) Rough in total leakage test with air handler installed: Less than or equal to 6 cfin per 100 ft2 of conditioned fkxx area.
(4) Rough4n total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
F1 Where the primary heating system is a faced air-furnace, at Least are programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
71 Heat pumps having supplementary electiic-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
F1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical andlor Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Project Title: Report date: 03/27/13
Data filename: Page 3 of 4
• WAG piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees Fare insulated to R-3.
Swimming Pools:
Heated swimming pools have an onloff heater switch.
Pod heaters operating on natural gas or LPG have an electronic pilot light.
O Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste-heat-recovery systems.
F1 Heated swimming pools have a cover on a at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a) Compact fluorescent
(b) T-8 or smaller diameter linear fluorescent
(c) 40 lumens per watt for lamp wattage 15
(d) 50 lumens per watt for lamp wattage > 15 and 40
(e) 60 lumens per watt for lamp wattage > 40
Other Requirements:
Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
oft the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c•).
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-tailors; type and efficiency of space-conditioning and water heating equipment. The certificate does not rover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: Report date: 03/27113
Data filename: Page 4 of 4
2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R-Value
Ceiling, Roof 79.99
Wall 19.00
Floor / Foundation 19.00
Duatwoik (unconditioned spaces):
Glass & DDoor Rating U-Factor SHGC
Window 028
Door
Heating & Cooling Equipment Efficiency
Heading System:
Cooling System:
Water Heater.
Name: Date:
Comments:
U t-~
PLUMBER CERTIFICATION
APPROVED A3 NOTED I AS NOTED ON LEAD CONTENT BEFORE CERTIFICATEOF OCCUPANCY
DATE:72G I B.P A B.P A- SOLDER USED IN WAT? R
FEE! L BY By- suppLYSYSTEM CANNOT DEPARTMENT AT EXCEED 21f0 OF 1 %LEAD.
NOTIFY BUILDING DEPARTMENT A 4 Phl FOR THE
765-1 B02 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ;TIONS:
t FOUNDATION - TWO REQUIRED rwO REQUIRED PLUMBING
FOR POURED CONCRETE ONCRETE ALL PLUMBING WASTE
M1 2. ROUGH - FRAMING & PLUMBING NG 8 PLUMBING B WATER LINES NEED
81. INSULATION IUCTION MUST TESTING BEFORE c6vERING
41, FINAL -CONSTRUCTION MUST =0R C.O.
BE COMPLETE FOR C.O. 7 2013 ALL CONSTRUCTION SHALL MEET IN SHALL MEET THE
REQUIREMENTS OF THE CODES OF F THE CODES OF NEW
WORK STATE. NOT RESPONSIBLE T RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERR iTRUCTION ERRORS. ELECTRICAL
INSPECTION REQUIRED
i
COMPLY WITH ALL CC WITH ALL CODES OF OCCUPANCY OR
To NEW YORK STATE & TOY STATE & TOWN CODES
C@fVf AS REOUIRED AND
'DANDCOMNTIO"S-OF USE IS UNLAWFUL _ =WZ8A WITHOUT CERTIFICATE
s ~ ~SOUINOlD30WN
30349 TOWN _ S09110 B T%+P6 NRJ&90AR0
r SOJTH49TGM _ 80UTH@6&TG*.TRUSlEES OF OCCUPANCY
Ni _ NUEG-
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
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GENERAL NOTES:
ELECTRICAL NOTES:
The information on this set of construction documents is to relate basic design intent and taming details They are intended as a construction aid, not as a All electoral work to be BOARD OF FIRE UNDERWRITERS approved and to include WINDOW AND DOOR SC JD DOOR SCHEDULE
subsfitute for generally accepted goad bmldiog practice and are in complmnce with
rent New York State bwlding codes. The general contactor is responsible for mstallatuon of fixtues t specifications as Indicated on plans Light fixtures to be supplied by providing standard constructor details and procedures to ensure a professionally owner and installed by contractor. GET outlets required at bathrooms and exterior areas. Install
finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in stnct accordance with the New York State Code
by a licensed electrician. All new switches t outlets to be IUoai standard. supplied t installed GW 14 CASEM General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms, CASEMENT G 8 6.0 10 4 25.9 -28 1 50 2
interaction between trades. CW24 CASEM CASEMENT G81 1441 2O 4 24.7 -2G.9 50 2 MEETS EGRESS CASEMENT 5.5 5.9 10 5 25 9 -34.7 50 I
• The contractor is responsible for ensuring that all work and construction meets FRAMI NG NOTES: C14 CASEM
eed, current tedeal, state and local codes, ordinances and regulations, etc. iN, 400 SERIES, UNIJ 59 OTHERWISE SPECIFIED y
These codes are to be consdered as part of the specifications for this building plan All lumber is to be Douglas fir k2 or better at I G' on center ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNI WINDOWS TO BE WHITE E ERIOR, PINE INTERIOR, IOR, PINE INTERIOR, TRADMONAL STYLE, WHITE FINISH LOCK54 HARDWARE AND FULL EXTERIOR SCREENS
If ad o the these course drawings. a condition estop which disagrees the Wth designer as All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ' designation SIMULATED DIVIDED LIGHT GRILLES, PERMANENT E LLES, PERMANENT EXERIOR. REMOVABLE INTERIOR AS SHOWN ON ELEVATIONS
indicatewings. the contractor shall stop work and redly thhe gner refers to current arsen¢- bee treated wood standards and shall take the place of'CCA' t the engineer immediately. Should he fad to follow this procedure and continue work. .
he shall assume all responsibility and liability an,mg theremna. • All TJI§ are to be installed in accordance with the manufacturer's speaficabons and shall include
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load beanng areas CALCULATIONS FOR WINDOWS BASED UPON ERPC j BASED UPON EXPOSURE B MUST HAVE PG UPGRADE KIT.
COEFFICIENT 1.O WITH 120 mph 8.451E WIND SITE ph EA51GWINDSFEED ASPER E MEETS NY STATE EGRESS REQUIREMENTS
• The designer has not been engaged for construction supervision and assumes no Structural Steel A5TM A36 - PY = 3G KEN TABLE R 301 2 (2) NEW YORK STATE BUILDING CC esponsibihty for construction coordinating with these plans, nor responsibility for STATE BUILDING CODE FOR HABITABLE SPACE
construction means, methods, techniques. sequences or proceedures or for =.afcey All straps, correctoro. plates, bolts, nails, et, are to be gin lvanaed. Designated connectors, straps, CUSTOM GRILLES - SEE ELEVATIONS
precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated All connectors. straps. etc. are to be warranties for a specific use expressed or Implied in the use of these plans. nadedrbolted in accordance with the manufacturer's speer NDOW5 AND DOOR5511ALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS
fixations. WALL OPENINGS INCLUDING WINDOWS AND DOOR FASTENERS FOR SPANS UP TO G'-0" SHALL BE 2 112 - N 8 WOOD SCREWS AT I C" M. FASTENERS
• Contractor to provide hardwired smoke detectors, wth battery back up, and with WITH MARIMUM OF 8'-0' SPAN FASTENERS FOR 5 no Intervening switches, on all floors and in each bedroom. Verify with local code All floor sheathing i, to be n AC type plywood, tongue t groove and shall be glued and screwed to FOR SPANS UP TO 6'-0" 5HALL BE 2 1 /2' - N8 AT I 9E21/2'-Ne AT 12- O/C. TABLE 301 2,12
requirements as per Section R317 New York State Residential Construmton Code the floor joists (G' c.c. edges t 12- o.c field)
Install carbon momxide detectors as per code 'ED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR UCEED
FOUNDATION NOTES: Solid blocking is to be installed every 6'-0' man. or mid span of all floor Joists wrath spans exceeding ALL UNITS MUST MEET OR DICEED THE MINIMUM I 8'-00. Bloclang is to be installed at all point load beanng points. 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND JRE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
GLAZING MUST MEET A5TM E 1996 TEST REQUIRI 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE
• General contractor to review plans, elevations and behinds to determine in Install double joists under all partitions running parallel REFER TO SECTION R I G09 1 4 FOR ALTERNATIVE 4 FOR ALTERNATIVE OPENING PROTECTION
intended heights of finished floor above tdi grade • All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all mtenor
• Footings shall bear on undisturbed sod within beanng rapacity of 1 5 tons/sq.H. headers are to be 2- 2' n 6' unless otherwise noted All headers exceeding 5'-0' shall have a double
jack stud with a single king stud t on sz(orice walls provide double sill plate (typicafl.
• Concrete shall be FG = 3,500 PBI @ 28 days
Concrete on 4' sand or gravel fill minimum, with GxG - 10/10 welded wore mesh • rovide insulation baffles at cave vents between rafters and soffit vents as Indicated
reinforcement. Interior slabs to be placed on G and. stabilized polyethylene vapor on Plans
barrier Welded wre mesh is to be placed in the top third of the slab and is to be Eatenor flashing is to be adequately installed at all connections between roofs, walls, adequately supported by precast concrete bar supports to assure that the reinforcement chimnei projections and penetrations as required by approved constrction practices.
is held in position during concrete placement and fimshmg.
FLOOR PLAN NOTES:
• Isolation Tombs are to be installed between the slab and the walls Use preformed joint filler that is to be cut 1/2' below the slab surface and the resulting joint it to be filled Dimenmone shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
with an elastomenc joint sealant
General contractor to install cop-rkei« ( or copper) sheet mebl tennme shedd, All interior walls to be covered with k gyspusm board with metal corner reinforcing. All between all wood surfaces that arc sapo,ed to concrete or masonry surfaces drywall products. including gypsum board, screw, joint compound, tapes t tom shall be U.S.
Gypsum Co. or approved equal. All joints shall reciove 3 coats of Joint treatment. Sand final
• Dampproof exterior of foundation wall with a bituminous coating: Foundation coat to a uniform smooth surface. All walls, ceding and interior of closets to be hoped and
excavation I, not to be backfilled poor to the installation of the floor flaming, spacHed, 3 coats, ready for paint
FLUM6ING w HVAC NOTES: lnsalabon ratings and installation locations at indicated en floor plan, t,eetums
• Walls common to garage and house to have a layer of e. fire rated gypsum board at 4"O ROOF VENT
All plumbing work shall be done by a duly licensed plumber and must conform and adhere garage side with 5'D' return on adjacent walls t ceiling. Provide 2 layers of y' fire rated ROOF
to all New York Shale building codes t saftey os mi-ements. gypsum board on all sngmeered lumber as required by manufacturer specifications
• If wall plates or joists arc out during the un,tallabon of plumbing fixtures or equipment All bath it kitchen area walls and ceilings adjacent to wet areas to have water resistant
contractor must provide appropriate bracing to tie taming back together. drywaII, and provide wonderboard for all areas set to recieve tile 4
ATTIC • Baseboard heating is to be hot water and zoned. Plumbing contractor is to
adequately size the system and place the baseboards in an unobstructwe location in each room
required to reaeve heat. Minimum of one thermostat for each zone vall be required. BATH 3 - H3- ATH4-
EXTSTING NG EW
• Mechanical subcontractor Is responsible for adhering to all appllrable codes and saftely regmrements. t tip t 12 '11/4 Vl~jl 114 11/ 4
HVAC subcontractor to fully coordinate system data t regmrements with the
equipment supplier and to provide final system layout drawing and submit it to general contractor, HIV4 owner and equipment supplier for final review t approval. W.~.
ALTERNATIVE FOR OPENING PROTECTION SECOND FLOOR 1114 3 11/4 3 11/4 3 Z
4 4
WOOD STRUCTURAL PANEL5 WITH A MINIMUM TI IICKNESS OF 7/16- AND MA)dMUM PANEL SPAN OF 6-O"
SHALL BC PERMITTED FOR OPENING I'ROTEC TON IN ON AND TWO STORY BUILDINGS PANELS LAUNDRY M-1 VDRY ;KJTC~;H -BATH I BATH 2
SHALL BE PRECUT TO COVERGIAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. NEW tXs 5T1 F STING
(REFER f0 5EO110N 1609.1 .4 AND 1 GO9.9.5 AND TABLE 1609 1 4) 3"
TABLE 1 G09. I .4 t 114 v4 1114 1114 112 MSINK
WINDED NNE DEBRIS PROTECTION FA51E RING DO WDULE FOR WOOD STRUCTURAL PANELS
M. I
FA5TENERSPACING (INCHES)
PANEL SPAN < 2'- 2'1 < PANEL 4'-0' < PANEL G' 0' < PANEL FIR5T FLOOR
FA5TENER TYPE O" 5PAN < 4'-O" SPAN < G'-0" SPAN < 6'-0'
2 2 2 1114 3 ? 11/4 3 ?
z I/&" #G WOOD SCREWS IG G z 9 Coll 4
9 a TO T. OF H5 TH
2I/Z'#8 WOOD 5CREW5 IG IS IG 12 DEFT. OF nEUrn
A THIS TABLE 15 BASED ON A MAXIMUM WINU 5PEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF 4- C.1 HOUSE TERV A ROVED TRAP I(~R
HEIGHT OF 33'-0" OR LEES BASEMENT
B FAST ENER551 TALL BE INSTALLED AT OPPOSING ENU5 OF TI LE WOOD 5TRUQ URAL PANEL _ Fc~` gOp I
C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ 5TUI THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANTANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LOS
5LOPE" I/4" PER FOOT PITa P FOOT PITCH TO r
DRAIN
PLUMBING RISER DIAGRAM ~s
NOTTOTCAIX g11
MAY n a 11 3 G'F,-
NAILING 5CHEDULE
2001 513C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
RAFTER NOTCHED RAFTER ROOF FRAMING
RA R RIDGE RANTER RAFTER TO TOP PLATE TOE NAILED B'-O' WALL 3-8d PER RAFTER
RIDGE - TOP PLATE 10'-O" WALL 4-8d PER RAFTER
TOP PWTE ~ CEILING JOIST TO TOP PLATE TOE NAILED B'-O' WALL: 3-8d PER J015T
WALL5TUD WALL STUD 10'-0" WALL: 4-8d PERJO15T CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP
CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP
TYPICAL RIDGE TO RARER 5TRPPPI NO TYPICAL RI DGf BEAM TO RARER 51RAR'ING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER rO WPll STUD CONNECTION COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END
RIM BOARD TO RAFTER END NAILED 2- Gd EACH END
WALL FRAMING
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT
2ND FLOORWAIJI O RING STUBS - TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS - EACH SIDE
STUD TO STUD FACE NAILED 2-1 Gd 24" O/C
WOOD JOIST WOOD JDIST 2ND PLOORRATE CRIPPIESTUD UBFLOOR HEADERTO HEADER FACE NAILED I Gd I G' O/C ALONG EDGE5 TOP OK BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD
BLOCKING JOIST BANDER RIM BOARD HEADER 3-1 Gd PER 2X6 STUD
GIRDERIHEADER IST FLOOR TOP PWTES JACF5TUC5 4-16d PER 2X8 STUD
WOOD GIRDER -0 WOOD J015T O BOTTOM PLATE TO FLOOR JOIST,
I ST FLOOR WALL STUD 0 BANDJOI5T, END JOIST, OR BLOCKING FACE NAILED 2- I Gd ' - PER FOOT
rnlcu HEADER CONNECI ION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDfRAYFMER FLOOR FRAMING _
JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-86 PERJOISr
tYPICAL MULTI-5rOW CONNECTIONS BRIDGING TO J015T TOE NAILED 2-8d EACH END
BLOCKING TO JOIST TOE NAILED 2-86 EACH END
METAL HOLD- WALLSruD o BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I Gd EACH BLOCK
DDwN STRAP BOTTOM PLATE SUB FLOOR 361 Gd AS PE*-FOUNDATION LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST
BOTTOML PLLATE D DOUBLE J015T MANUFACTURE000RNER MUD NAILS 15r FLOOR WALLSTUD O J015T ON LEDGER TO BEAM TOE NAILED 3$d PER JOIST BAND J015T TO J015T END NAILED 3-16d PER JOIST
BATHTUB E JOIST PLATE LL BAND J015T TO PILL OR TOP PLATE TOE NAILED 2-160 PER FOOT
DOUBL 1ST FLOORPIATE PLATE SUBPIDDR
RIM EO R? RIM JOIST tYP ROOF SHEATHING
DOUBLE JDIST FOR NON-BEAPJNG WALLS DBL. SILL PIATf DOUBLE SILL RATE (11) #4 RI IN STRUCTURAL PANELS 4' PERIMETER FOGF ZONE - I G' O/C - G" AT PANEL EDGES
-MIN DOUBLE JOIST FOR UNBfRA BATITUB ANCHOR ALT 51FAR MI FOUNDATION WALL SHEARG.NF Ed AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
12" LENGTH RI INTERIOR ZnNF - I G"O/C - G" AT PANEL EDGES AND 1 2-AT
PROVIDE /2'5PACING 30''METWEEN THE END STUREBAR LENGWALL ttP. Ed INTERMEDIATE SUPPORTS IN THE PANEL FIELD
AND R1E 2 OTHER STUBS I/2MIN FOR ALLOWING LN ECTCORNERST UD FROM CORNER. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-O" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED
s TGA5KET HOLUDOWN IN5TAUTION ANSFERSHEPA I5T FLOOR TO FOUNDATION CONNE4TON5 EN W1TI (2) 1 Cd
MIFFS MON NAILS ® G" O.C. METAL HOLD -DOWN I UPLIFT ANCHOR CEILING SHEATHING
DUE. SILL PLATES 3) 1EWALL ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS OVfRUP (LO GYPSUM WALLBOARD 5,1 COOLERS 7" EDGE/ 10" FIELD
FOUNDATION WALL 71 SHEAR WALL CORNERCOUNECnoN CONNECTION LOCATION: PART NUMBER' NOTES:
WALL SHEATHING
RIDGE-TO-RAFTER5 C520 21" APPLY TO EACH PAIR OF RAFTER5 ER5 STRUCTURAL PANELS 66 W FDGF ZONE _ I G" O/C - G" AT PANEL EDGES AND 12'1 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
5IU PLATF5 To FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 8d INTERIOR ZONE . I G" O/C - 6" AT PANEL EDGE5 AND 12' AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER FIBERBOARD PANELS 7/16" Go 3" EDGE i C" FIELD
CONSTRUCTION DETAIL5 WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD 0520 Q 18" APPLY TO EACH WALL STUD 25/32" Ed 3" EDGE/ G" FIELD ID GYPSUM WALLBOARD Ed COOLERS 7" EDGE/ 10" FIELD
NOT 10 SCALE 2ND. FLOOR WALL-TO- IST. FLOOR WALL LFTA or C520 Q 36" APPLY TO EACH WALL STUD D 86 4' EDGF ZONE - I G" O/C - G" AT PANEL EDGE5 AND 12" AT
D HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
HEADER-TO-JACK5TUD C520 12" APPLY TO EACH JACK STUD Ed INTERIOR ZONE . 16' O/C - W AT PANEL EDGES AND 12" AT
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD JD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
SHEAR WALL HOLDDOWN ANCHOR ES!5TBI 6_ APPLY TO EACH SIDEWALL END ND
LATE FLOOR SHEATHING
GENERAL WIND PROTECTION CONNECTION NOTES IST. FLOORUNDER-SILL PLATE 520 WRAP UNDER DOUBLE 51LL PLATE (USE WITH 3" SQUARE WA5HER.5) Adapted from Standard for Hurricane Resistant Residential Construction; 55TD HERS) STRUCTURAL PANELS - I' OR LESS Ed I 6" EDGE / 2" FIELD
10-99 and 1995 513E High Wind Edition Wood Frame Construction U5E THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. Failing requirements arc based on wall sheathing called 6 mches O.C. at the panel edge If wall sheathing Is nailed 3 mches O.C. at the panel edge to obtain
Fasteners and Connectors for Wood Frame Construction FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Ty. higher shear capacities. naAmg regmrements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path.
J. A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. When wall sheathing is continuous wer connected members , the tabulated number of nails shall be permitted to be reduced to I - 16d mall per foot
DESIGN LOAD CALCULATIONS Corrosion resistant I I gage roofin ranks and 16 gage sta Ics arc rm:tted, check IBC for additional re mrememts
2. Approved connectors, anchors and other fastening devices not included In
the Standard Budding Code, Table 2306.1 shall be installed in accordance with MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5 (Ibsf)
manufacturer's recommendations. EXTERIOR BALCONIES 60 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DECK5 40 WEATHERING 5f\/ERE
weather or subject to salt Corrosion in costal areas, shall be stainless steel or ATTIC5 WITHOUT 51HORAGE 30 FR05T LINE DEPTH 3'-0"
hot dipped galvanized. AT7IC5 WITH 51FORAGE 40 TABLE P301 G TERMITE MODERATE TO HEAVY
DECAY 5LIGHT TO MODERATE
4. Where windows and doors interrupt wood structural panel sheathing and ROOM5 (OTHER THAN SLEEPING ROOM5) 40 siding, framing anchors or connectors shall be provided at the top and bottom SLEEPING ROOM5 30 ALLOWABLE DEFLECTIONI OF STRUCTURAL MEMEBER5 MEMEBER5 WINTER DE51GN TEMP. 1)
of cripple studs, header studs, and at least one stud at each side of opening. STRUCTURAL MFM 15ER ALLOWABLE DEFL VVABLE DEFLECTION ICE 5HIEL0 UNDER- A5 FER MANUFACTURER'5
CRITERIA FOR CALCULATION OF DEAD LOAD I AYMFNT RFOI IIRFID SPFf.kFICATInNS / STATF mrif
5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OIMATEKA Katters nav n slo es reaeer ou IOU FLOOD HAZARDS
collar ties of I xG or 2x4 lumber is located in upper third of attic space and ARCHITECTURAL GRthan 3/1 2 with no finished ceilin
attach to each pair of rafters. attached to rafters
G. Uplift connectors shall be provided at each rafter beanng. SNOW Interior walls artitions H/ 80 H/1 50
7. Floor to floor hold-downs to be provided every 48, and every I G" withm 4' GROUND SNOW LOAFloors E lastered cedm 4360 U360 PS rF~~
of exterior corners. All other structural memebers 0240 U240 qOP
5E15MIC Extenor walls with laster or H/3G0 H/3GO
8. 511 Plate to Foundation Anchorage: Sill plate shall be anchored to the stucco Finish ffi
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 118" washers. A minimum of one anchor bolt shall be provided within G to 12 Exterior walls - wind loads with U240 U240
inches of each and of each plate. Anchor bolts shall have a minimum embedment WIND brittle fshes N
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located WIND SPEED 12( m h Exterior walls - wind loads with U 1 20 U120 a `.03022`,.
within 12 inches of corners and at spacing not exceeding 4 feet on center. EXP05URE CATEGORY 113 flexible finishes .I~ ssio '