HomeMy WebLinkAbout37678-ZTown of Southold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
5/21/2013
CERTIFICATE OF OCCUPANCY
No: 36245 Date: 5/20/2013
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
RESIDENTIAL ADDITION
660 Town Harbor Ln, Southold,
Sec/Block/Lot: 62.-3-42
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/26/2012 pursuant to which Building Permit No. 37678 dated
12/10/2012
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:
deck and screened porch adffltion to an existing one family dwelling as applied for.
The certificate is issued to
Clerici, Joseph & Clerici, Diane
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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 #: 37678
Date: 12/10/2012
Permission is hereby granted to:
Clerici, Joseph & Clerici, Diane
3839 Wesley St
Seaford, NY 11783
To:
construct a deck & screen porch addition as applied for
At premises located at:
660 Town Harbor Ln, Southold
SCTM # 473889
Sec/Block/Lot # 62.-3-42
Pursuant to application dated
To expire on 6/1112014.
Fees:
11126/2012 and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION
CO - ADDITION TO DWELLING
Total:
$546.80
$50.00
$596.80
Building 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:
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.
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. Ifa 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 Ceriificale of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction: x// Old or Pre-existing Building:
Location of Property: _~-y~:::' F'~ '-[~67 ULJz'k) /~tt~.-~:) ~t2-~
House No. Street
Owner or Owners of Property: ~ ~ .~:>q-{ ~ ~Ot.'vX,p
Suffolk County Tax Map No 1000, Section O~t~.
Subdivision
Permit No. ~ 7,~ 7~ ___ Date of Permit./Z-/t~ / Z
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $. ~O' ~'~fi~tT'
(check one)
Hamlet
Block ~ 3 Lot
Filed Map. Lot:
Applicant: ,30~f:~t4 f--_,b-~--~-~(~
Underwriters Approval:
Final Certificate: v// (check one)
~ Al~l~i~a~t Signature -
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ ~OUNDATION 1ST
INSPECTION
~ ] ROUGH PLBG.
I ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
FOUNDATION 2ND
FRAMING / STRAPPING
FIREPLACE & CHIMNEY
[ ] ELECTRICAL (R~0~UGH) [ ] ELECTRICAL (~IRAL)
REMARKS:
INSPECTOR~
TOWN OF SOUTHOLD BUILDING DEPT.
765-t 802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F/OUNDATION 2ND [ ] INSULATION
[V]"FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS..~~[ ] ELECTRI.CAL (ROUGH) ~[" ]~ELECTRICAL~(FINAL)
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING/STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] ROUGHP~~.
[ ] FIRE SAFETY INSPECTION
[
[ ] ELECTRICAL (ROUGH)
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR
TOWN OF SOUTHOLD
BU1LDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (6.31) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork. net
Examined
Approved
Disapproved
/~10.20
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Single & Separate
Storm-Water Assessment Form
Contact: t'~C A,.~oYbO tZA~-~
Mailto: ~rT'~ k'} I~.~ t~.~., _
Phone:
Building Inspector
~"!,~'-~!~'~'](PPLICATION FOR BUILDING
PERMIT
Date
INSTRUCTIONS
a. This application MUST be completel) 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 Btfilding 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 pa~ for any purpose what so ever until the Building Inspector
issues a Ceaificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issnance or has not been completed within I g months from such date. If no zoning amendments or other regulations affecting the
propeay 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 Buildiug Depa~ment ~br the issuance ora Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suftblk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or lbr removal or demolition as herein described. The
applicanl agrees lo 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.
(Mailing address of applicant)
State whether applicant ~s owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 30~d Ft4 rd [,Gt'Ltd; ~
(As on the tax roll or latest deed)
Il' applicant is a corporation, signature of duly authorized officer
(Name and title ofcorporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
l,ocation of land on which proposed work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section ~)~-~ ~ Block ~ ,~ Lot
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
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
4. Estimated Cost Fee
5. If dwelling, number of dwelling units
If garage, number of cars
Addition 'Z/ Alteration
Other Work
(Description)
o
(To be paid oil filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height_ Number of Stories
Rear Depth
Dimensions of same structure with alterations or additions: Front
Depth Height.
8. Dimensions of entire new construction: Front Rear "Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
] I '/_ Name of Former Owner Fl l l',.ItOt ~ F--.I/..t.4~,q.,17'/
10. Date of Purchase ~5 t / '
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES
13. Will lot be re-graded? YES
Number of Stories
Rear
__NO
NO ~/Will excess fill be removed fi-om premises? YES ~ NO
14. Names of Owner of premises .Jo3~-?'~ ~'4-e-ar--t6-1Address {oho 'COrecO ~4t, l~OIP, h~ No.
NameofArchitect PT'o~/~a-> z~.zk~' Address q'7¢ bite/, rZ-~ Phoneme 4tl7
Name of Contractor c)6~'.3.)&a~, Address Phone No.
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. PERM1TS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO /hCf
* 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 __
· IF YES, PROVIDE A COPY.
NO
STATE OF NEW YORK)
SS:
COUNTY OF
beiug duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to inake and file this application:
that all statements contained in this application are trne 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
day of
20
Notary Public Signature of Applicant
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)
Will this Pr*ect Distu*e five (5} or More Acres at
Sq'A~ OF NEW YORK, ., ~ _ .
~ner ~or repmacn~five of ~e Owner or O~e~, ~d is duly auffio~ed ~ l~fO~ or have p~omled ~e ~d ~rk ~d to
m~e ~d file ~s appIica~on; ~at MI s~tements cont~ned in Olis applica~on =e ~e to ~e b~t offs ~o~e~e ~d behef; ~d
· at ~e work ~11 ~ ~o~ed M ~e m~mer set fo~ m ~e appfi~fion fried here~ffi.
Sworn to before me
SWPPP Assessment FORM:
NO, 01(X362~1238
earth
feet ,
meters '--' 100
400
SURVEY OF PROPERTY
AT 'SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
I'O O0 062 03 4 2
SCALE I"= 30'
MAY 26,1987
CERTIFIED TO :
AMERICAN TITLE ~NSURANCE COMPANY
LONG ISLAND I'dORTGAGE CORR
STANLEy M. RICHARDS
MINNIE A. RICHARDS
N.Y. S . LIC. NO. 49668
r,~ E CONIC SURVEYORS
( 516} 765 - 5020
fit O. BOX 909
MAIN ROAD
SOUTHOLD ~ N.Y. 11971
ENGINEERS, P.C
O;
Propareal J~ accordan~ with the minimum
etandard~ fo~ title Iur~ as estabfi~hed by
the LI.A.L$, amd approved and adopted
for ~dn me by The N~w York State Land
l~tle Association.
LOT NU,MBERS REFER TO- "MAF, SHOWING ALTERATION AND-
ADDITION TO FOUNDERS ESTATES" FILED MAR 25 , 1935
IN THE OFFICE OFTHE SUFFOLK COUNTY CLERK
AS MAP NO ll78
YERHEAD
BUll. DING SUPPLY
Smarter. Build Batter."
ill I II II IIIIIllll Itlllltl Ii IIi
O:,~u~,~ PH i; Ci.E~J;C}Z
3839 NE~;I_EY S'I
- ? l? t., Ship
SEAFORD NY 11783
Authorized Signature
SOUrHOLD
XSt MR]iN
11971
(516)510-5579
Order Date Order No,
95211 2/25/13 E4134/00
00063 Chirr t 'ie N.
TB28 BUILDERS TUBE BASE
12" X 48" BUILDERS TUBE
8" X 48" BUILI}ERS TUBE
4000 THREAD EOD 24"i. Ttt 1/2".t3Z
2128/13 21281]3 G528
14 229401
7 22930
7 22926
4 NA179457
Check No
Page NO J.
27.19 380.66,
13.19 92.33~ '
8,49 59.43
3.89 15.56
595, 24
54;.98
Sale~ Tax
47.26
595.24
FOR "DOT" EMERGENCY CALL 1-800-378-3650
~ ,,~,,~ ! L CUSTOMER FILE ALL SALES
~ 1]~.10~1~. READY MiX CONCRETE' CONCRETE BLOCK ' REDI ROCK REqAINING WALLS
~TO N y:8R4~: M1 ;%; LM~D;OL; D; oOA'~ ~V E R TO ;iiNNEoWF Fi;OE~6K3:17;~32;11;50 BD[SoPcA:C H
WAINSCOTI'YARD: MONTAUK I~IGHWAY FAX: 631-727-62~1 ACCT'S REC EX~E
s 0000 Zone'# '
O
L CLERiCi JOB NO.
D 6 ~0 'FO,~N [:LA..P.B()P, ~ DIRECTIONS:
~?4OLD RTE 48-RI0~ ON YOU'NG
P.O. RTE 25-RI~ ON TOWN
COLLECT: CHECK
DATE DEL PKUP CH
QUANTITY FORMULA NO.
Aft~: 03/;I/¢3
,,. CASH CHARGE CARD
PAID IN OFFICE
ANY CONCRETE ON THiS TICKET CONTAINS CORRECT
WATER CONTENT FOR STRENGTH OF MIX INDICATED
WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH
TEST WHEN WATER IS ADDED,
DESCRIPTION
5000 GRAVEL*
~'INTER CONCRETE{ 1
'--L- READY MIX < 5Y-DS
UNIT PRI~E
TICKET NO._
:"2988
TOTAL
55.0
12.5
00.0
41aO~IBED AT
AND
INCH SLUMP
ACCEPTED
67.5
5.0
62.5
39.8
502 · 3
VISIT OUR WEBSITE FOR SPECIALS
WWW. SU FFOLKCEMENT. COM
AN UNLOADING TIME OF 5 MINUTES PER YARD WILL BE ALLOWED, AN OVERTIME CHARGE AT THE RATE
OF $ 2 5 ~ +TX/ROUR WILL BE ADDED. LATE ~"Oq'AL $
STATE & COUNTY AFTER ARRIVAL OF TRUCK ON JOB SITE, THE CONCRETE
CEMENT # FINEAGGS ~ THEN BECOMES CUSTOMERS RESPONSIBILITY CURD
COARSE GALLSWATER DELIVERY ONLY. IF ORDERED TO CROSS OVER CURD
AGGS # ADDEDONSrTE TRUCKS DO SO AT CUSTOMER'S RISK OF ANY AND ALL
',%%I"°UR 1'43-'." I D2y^GE AYOCCBR
// SEE REVERSE SIDE FOR ADDITIONAL INFORMATION
C A U T I O N Sawing or grinding of concrete mason~ d A ~ T I O N MAY CAUSE SKIN IRRITATION OR INJURY TO EYES
1ST FL.
GENERAL NOTE
ALTERATIN WORK SHALL INCLUDE ALL MODIFICATIONS NECESSARY TO THE
ON THE DRAWING.
FOUNDATION NOTES
1) All footlngs to rest on undisturbed soil.
2) Vertical #5 reinforclng bors shall be embedded in footing
of pears, and shall extend up to 2" below top of pear. Reinforcing
5) All concrete slob shall be 5,000 PSL
FRAMING NOTES
EXISTING BUILDING TO ACCOMMODATE THE ALTERATION AS COLLED FOR
8" minimum, shall have 6" turned leg, evenly spaced, set 2" from outside edge
bar joints shall be overlapped 18" minimum.
SCOPE OF WORK
Screened in Porch 400 S.F.
Deck 467 S.F.
Electrical lighting and outlets Tn accordance with code requirements.
Siding replacement at entire house as selected by owner,
Windows replacement at entire house os selected by owner.
1, All lumber shall be pressure treated for exterior use. All metal fasteners & hangers shall be G185 galvanized, stainless steel or otherwise
compatible with the treated wood, and installed in per manufacturers recommendations. All bolts shall be galvanized 1/2" dlometer, minimum.
2, All beams, joists, posts and decking shall be No, 2 Southern Pine, or better.
3. All beorn splices and top rails shall occur at o post or otherwise on adequate bearing.
All footings shall be cost-in-place concrete with o min. 5000 psi compressive strength.
Guards ore required at all areas where the deck/porch floor is greater than 30" above grade at any point.
Required guards shall be 36" toll (Gin.) and be constructed such that o 4" diameter object will not pass through.
Guard post spacing shall not exceed 6 ft. on center (unless otherwise noted).
Required guards & handrails at stairs shall range from 34" to 38" vertically above the stair nosing.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
Handrail ends, at the top and bottom, shall terminate into o post or be returned to a wall.
On stairs with closed risers, treads shall have o projected nosing ranging from 3/4" to
The deck/porch floor shall be within 8-1/4" of the top of the door threshold.
1-1/4". All treads and risers shall be equal.
Live Load Deflection: Joists & Beams- L/360 Guards- L/240
Minimum Design Loads: Floor Live Load - 40 lbs./si, Wind Speed - 90 mph, Soil Bearing Pressure - 3000 Ibs,/sf
Guards shall be designed for a 200 lb. concentrated load placed along the top rail in any direction, at any point,
This deck/porch is not designed for hot-tub or spa loading.
All exterior stairs & associated landings shall be illuminated.
17, Minimum (unless otherwise noted) Post size is based on the height of the deck floor above finished grade
high: 4x4, 4x6, 6x6 8' to 10' high: Zi-xG, 6x6 10' and up: 6x6 (required for multi-level decks too)
18, All separated beams shall receive full depth solid blocking et 24" on center, maximum spacing.
(at the highest point): O' to 8'
19, The actual field construction shall match the approved plans. All field changes and/or dev[aUons require an Engineering Change approval.
Framing/Footing Table 1) All framing techniques and methods to be as per prescriptive design of 2006 SBC High Wind Edition Wood Framing
Construction Manual.
20) Joists and rafters to be spaced at 16" O.C. (unless otherwise noted).
21) Provide blocking/bridging in floor joists at maximum spacing of 8'0" O.C.
22) Roof and exterior wall sheathing to be 3/4" thick (4) ply CDX exterior grade
10) The contractor shall furnish and install all angles, brackets, togCes, eye bolts,
construction materials.
plywood. Plywood to cover over plates and headers.
etc. os necessary to properly support, brace or reinforce oil
0
W
?
\/
\
REMOVE EXISTING DOOR & FRAME.
FRAME OUT OPENING TO FINISH
FLUSH WITH ADJOINING WALLS.
5/8" GYP. BB. ON GARRAGE SIDE.
1/2" PLY, WD., TAR PAPER. &
SIDING TO MATCH EXISTING.
~ REMOVE EXISTING
OVERHANG & COLUMN
:OSTS 3'-0" HIGH WALL WITH
(TYP.) INSECT SCREEN ABOVE
E.P.D.M. ROOFIh
3/4" TG PLYWOOD
fRIPLE 2X8 H
PT 2X4 FRAM
~ SCREENING
NOTE:
FOR ADDITIONAL
INFORMATION SEE
TYPICAL DETAILS AT
DRAWlNO A-2
111 BOARD
DOUBLE
CONTINUOUS 2X12 BRIDGING
CONTINUOUS 2X8 BRIDGING
AT 8'-0" O.C. MAXIMUM
AT 8'-0" O.C. MAXIMUM
CONCRETE REAR IN
SONO TUBE (TYP. AT
SCREENED IN PORCH)
//~ LINE OF EXISTING HOUSE
1 EQ 1 EO 1
CONCRETE FOOTING
UNDISTURBED SOiL
3'-0" X 3'-0" (TYP. AT
SCREENED IN PORCH)
CONCRETE PAD
T
5'-0" SCREEN DOOR
COMPOSIT DECKING FOR FRAMING
INFORMATION SEE FRAMING PLAN
49'-0" (+-)
4B'-10 5/8"
--EQ 2~EQ
STAIRS SEE
DETAILS AT
DWG. A-2
2 ' EQ
iNDICATES CONTINUOUS POSTIFRGM
FOUNDATION TO UNDERSIDE OF
RAILING, SEE TYPICAL DETAILS FOR
ADDITIONAL INFOORMATION (TYP,)
2X12
LEDGER FASb:NED WITH
1/2" LAAGS @ 16" O.C.~
D[RRECTLY IN TO WALL STUD'S
PT 2x12's @ 16" OC
20'
GENERAL SECTION
NOTE:
REMOVE EXISTING OVERHANG
AND FRAME WALL FLUSH WITH
EXISTING GARRAGE WALL, FINISH
TO MATCH EXISTING
(2) PT 2X8 LEDGER FASTENED WITIH
1/2" X 5" LAGS AT
COMPOSITE DECKING
EXISTING
ROOF ~
INSECT
SCREENL
Tlll
PANELS
BOTTOM STEP
6'-8"x 3'-O"x 4"
--EQ 2--
STEP 4
STEP 3
STEP 2
STEP 1
INDICATES CONTINI OUS POST FROM
FOUNDATION TO IDERSIDE OF ROOF.
SEE TYPICAL SECTION DETAIL FOR
ADDITIONAL ]NFOORMATION (TYP.)
Scale:
NEW WINDOWS
(TYP. ALL SIDES
OF
DE( K PLAN
NEW ROOF /
/ EXISTING ROOF
1/4"= 1 '-0"
REAR ELEVATIONA
PVC LATES W/ INSECT SCREEN AT
ALL SIDES OF SCREENED IN PORCH
CONCRETE PAD
BOTTOM STEP
6'-8"x 3'-O"x 4'
PVC LATES
Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"
STAIR, FOR
ADDITIONAL
INFORMATION
SEE STAIR
DETAIL-
General Notes
gr
wh
RETAI~ STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE,
OCCUPANC'7 OR
US2 ::3 UHLAWFUL
W','?,: UT CERTiFICATr:]
NOTE:
ARCHITECT WAS
NOT RETAINED
FOR FIELD
OBSERVATION
Revision/Issue Date
Mladen Bay P.A.
475 Hill Road
Southold, NY 11971
631 765-4180
Joseph & Diane CI
660 Town Harbor
Southold, NY 11971
Project
Oete
11/19/12
s=,. As Noted
Sheet
A-1
DWG. 1 OF 2
E.P.D.M. ROOF MEMBRANE
ROOF SYSTEM ~
14
PT 2x12's
SIMPSON H1Z TIE
@ EACH RAFTER
TRIPLE 2X8 HEADER
SIMPSON BCS2-3/6Z
TIE @ EACH POST
INSECT SCREEN
PT 2X4 SCREEN
FRAME ALL SIDES
PT 2X6 (TYP.)
PT 2X4 FRAME
@ 2'-0" O.C.
T 111 BOARD
HOUSE
1ST F7
HEADER-(2) PT 2XlO's
ATTACHED WITH (2)
1/2" GALVANIZED THRU
BOLTS AT EACH POST
PVC LATTICE
W/INSECT
SCREEN (TYP.)
COMPOSIT DECKING
-- SIMPSON LUC210Z
JOIST HANGER (TYP.)
NOTCH 6X6 1" DEEP
PT 6X6 COLUMN
CONTINUOUS TO UNDERSIDE
OF ROOF (TYP.)
SIMPSON ABU66Z (TYP.)
X 2'-0"
THREDED ROD (TYP.)
(2) #5 BARS, FULL
HEIGHT W/6' LEG
AT BOTTOM (TYP AT
ALL PEARS)
CONCRETE PEAR IN
12" SONO TUBE
(l'YP.)
20NCRETE FOOTING
OVER UNDISTURBED
SOIL 2'-6" X 2'-6"
(TYP. ROOF SUPPORTSI
TYPICAL SECTION DETAIL
Scale: 1"=1'-0"
LINE OF ROOF OVER GARAGE
PT 2X12 LEDGER FASTENED
WITH 1/2" LAGS @ 16" O.C.
DIRRECTLY IN TO WALL STUDS
PT 2x12's @ 16" OC
GALVANIZED METAL STRAP
@ 16" O.C. DIRRECTLY IN TO WALL
STUDS, MINIMUM 10" EACH LEG
OR
SIMPSON LUO210Z
JOIST HANGER (TYPO
DETAIL AT ROOF RIDGE
COMPOSITE DECKING
Scale: 1"=1'-0"
"PT 2X8'S 16" @ OC
II
ONTINUOUS PT 2X8 PT 2XlO's
BRIDGING AT 8'-0"
O.C. MAXIMUM 6X6 (TYP.)
PT 2x6 BRACE
ABU66Z (TYP.)
NOTE:
FOR IONAL INFORMATION
ON FOUNDATION SEE TYPICAL
SECTION DETAIL
DETAIL AT GIRDER
Scale: 1"=1'-0"
PT 2X4 HAND RAIL
& POSTS (TYP.)
LINE
1ST. FLOOR
OF HOUSE
CD
+ ~--
CONCRETE SLAB ON co
GRADE 3'XG'X4" I
LINE OF FINISHED
GRADE ~
STRINGE AT
EACH
FROM P-
DETAIL AT STAIRS
SIMPSON LSCZ STRINGER
CONNECTOR
COMPOSIT DECKING
NOTE:
FOR ADDITIONAL INFORMATION
ON DECK ASSEMBLY SEE
TYPICAL DETAILS
Scale: 1"=1'-0"
PT 2X6 (TYPO
-- PT 2X4 (TYP,)
PT 2X8 LEDGER FASTENED WITH
(2) 1/2" X 5" LAGS AT 24"
CONTINUOUS PT 2X8 BRIDGING
@ 8'-0" O.C. MAXIMUM "~
COMPOSIT DECKING
PT 2X8'S 16" @ OC
SIMPSON LUC210Z
JOIST HANGER (TYP.)
DETAIL AT LEDGER
Scale: 1"=1'-0"
NOTE:
FOR ADDITIONAL INFORMATION
ON DECK ASSEMBLY SEE
TYPICAL DETAILS
(2) PT 2X8's IMv~ ~
PVC LATTICE II I
WANSE: . II '4.
DETAIL AT GUARD RAIL
-- PT 2X2
BALUSTERS
@ 4" O.C. (TYP.)
PT 4X4 MINIMUM POSTS THRU
BOLTED TO 2xS's WITH (2)
GAL. BOLTS OR CONTINUOUS
6x6 FROM FOOTING (TYP.)
-- PT 2X4 (TYP.)
-- COMPOSIT DECKING
SIMPSON LUS210Z
JOIST HANGER (TYP.)
Scale: 1"=1'-0"
gALVANIZED JOIST HANGERS (TYP) GALVANIZED JOIST HANGERS (TYP)
/ LAGs2XB LEDGER ATTACHED WITH (2) 1/2"~ 24" O.C, ~ /~ LINE OF ~ ~-~2x8 LEDGER ATTACHED WITH (2) 1/2"@ 24" O.C. -~*~
/ EXISTING --r-r
o / GALVANIZED JOIST HANGERS (TYP) I I I
~ CONTINUOS BRIDGING I I I
/ 2X12 LEDGER ATTACHED ~TH (2) 1/2" ~ __L_LI I ~1
~ 8'-0" O.C. MAXIMUM ~ GS ~ 24" O.C.~
--- ] F~ (3) PT2XIO'Sw ~ ~ ~ F ~] (5) PT2XIO'S F---
o F~ o o
x ~ ~ -6X6 POSTS, SIMPSON POST x z
~ ~ CASE ANCHOR, 10" SONOTUBE
~ FOOTING ~ 4'-0" BELOW
~ FINISHED GRADE (TYP) --
axe POSTS, lS~UPSOMPOST ~ASE /~ d~) PT 2Xl0L _~ ....... k .J L___J L_ J ~L_ J L _J
ANCHOR, 12'~O~OTUBE PEAR, ~/- ~ 2x12 S~INgERXlO~
2'-6" x 2'-6" X 1'-0" FOOTING / / CONCRE~ PAD6._8,, - ....... ~. '~ (~p. SEE SECTION DET.) (2) PT 2
EQ 1 ' EQ 1 / EQ 1 ¢' EQ 2 ' EQ 2 EQ 2 EQ 2
S~INGER
SEE SECTION
DET, (TYP.)
STEPS
ABOVE
PAD
BOTTOM STEP
6'-8"x 3'-O"x 4"
FOUNDATION TO UNDERSIDE
SEE TYPICAL SECTION DETAIL FOR
ADDITIONAL INFOORMA30N (1Yp.)
FRAMING & FOUNDATION PLAN
Scale: 1/4"=1'-0"
General Notes
ma
NOTE:
ARCHITECT WAS
NOT RETAINED
FOR FIELD
OBSERVATION
SERVICES
3 B.D SUBMITTAL AMENDMENT 11/29/12
1 Owner Review 11 I10/12
No. Revision/issue Dote
Mladen Bay R,A.
475 Hill Road
Southold, NY 11971
631 765-4180
Joseph & Diane Clerici
660 Town Harbor Lane
Southold, NY 11971
Proje~t Sheet
~co,, As Noted DWG. 2 OF 2