HomeMy WebLinkAbout33913-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEP~-RTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33316 Date: 10/03/08
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 520 PACIFIC ST MATTITUCK
(HOUSE NO.) (STREET) (H~4LET)
Co%lnty Tax Map NO. 473889 Section 141 Block 4 Lot 21
Subdivision Filed Map No. __ Lot No. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 9, 2008 pursuant to which
Building Permit No. 33913-Z dated MAY 16, 2008
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 ADDITION OF AN UNHEATED ACCESSORY GARAGE IN THE REAR YARD AS APPLIED FOR
The certificate is issued to JAMES & NANCY WELLS
(OWNER)
of the aforesaid building.
SUFP~3LK C~)LR~"fDEPAR~T~TT OF ~%LTHAPPROlrAL N/A
E~xEL-I~%C~%L CERTIFICATH NO. 9239 09/22/08
PLeURaS C~RTIFICATION DAR~D N/A
Rev. 1/81
_1 ~ BUILDINGTowNDEPARTMENTHALL
' 765-1802
- - II~ATION FOR CERTIFICATE OF OCCUPANCY
3.
4.
5.
6.
This application must be filled in by typewriter or i~ and subm/tted to the Building Department with the follovt, ing:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property liaes, streets, and mmsual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
Approval of electrical installation frmn Board of Fire Underwriters.
Sworn statemeat from plumber certifying that the solder used in system contaius less than 2/10 of 1% lead
Commercial building, industrial building, multiple residences and similar bnildings and installations, a certificate
of Code Compliance fi'om architect or engiueer responsible for the building.
Sub,nit Planning Bom d Approval of completed site plan requirements.
B. For existiug buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate su;wey of property showing all p~opei%, lines, streets, building and ontlsual natural or topoaiap c
, features. '
2. A properly completed application and consenl to inq~ect signed by the applicant. Ifa Certificate et Occupaacy is
denied, thc Building hlspccto~ shall state tim reasons 1herefoi in writing to the applicant.
C. Fees 1. Certificate of Occupancy New dwelling $25.00, A<ldi~mns to dwelling $25.00, Alterations to dwelling $25.00,
Swinuning pool $25.00, Acccssoly building $2500, &dditions ~o accessory 10uilding $2500, Businesses $5000
2. Certificate of Occupancy on Pre-existing Building - $100 00
3. Copy of Ce~ificate of Occupancy - $25
4 Updated Ceiiifica~e of ()ccupancy - $5000
5. Temporary Cetlificale of Occupancy - Residential $1500. Ckmmacrcial $1500
New Construction:
Location of Propmly:
House No
Date
Old or Pre-existing Budding:
Slreet
(check one)
Hamlet
Suffolk C6unty Tax Map No 1000, Sectiou {'~3 oo ..... 9'
Subdivision bited Map. Lot:
llealth Dept. Approval:
Pla~ming Board Approval:
Requesl for: TemperaO' Certificate
Fee SuNrdtted: $ o~ ~' , O O
Final Certificate: / (check one)
Applicant Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 33913 Z Date MAY 16, 2008
Permission is hereby granted to:
for :
J & N WELLS
PO BOX 811
MATTITUCK,NY 11952
CONSTRUCTION OF AN UNHEATED ACCESSORY GARAGE IN THE REAR YARD
AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 141
pursuant to application datedMAY
Building Inspector to expire on NOVEMBER
520 PACIFIC ST MATTITUCK
Block 0004 Lot No. 021
9, 2008 and approved by the
16, 2009.
Fee $ 188.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
TOWN°OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFork.net
Examined b-/t/~- ,20 D ~'
Approved
Disapproved a/c
Expiration / [ ,2~
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
44 sets of Building Plans
..~lam~g Bo~pproval
Trustees
Flood Pemit
Sto~-~ater Assessment Fora
Contact:
Mail to:
Phone;.~¢A0'-.
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date
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.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)"
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises ,_.~",/~,rY~ ~-,5' /r~ ~.~ ~:{ [,ff ,/~ ~ ~ e_ ~
(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. ,~ ~o° / ~ ~
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street
Hamlet
Section Ic] {.'t~ ,& / Block
Filed'MaP N0;" ' ':'
County Tax Map No. 1000 Lot
Subdivision Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ~'~lbltld~- ~'~v~tt,,q .12(ff~Bg~W,,q.,,
3. Nature of work (check which applicable): New Building
Repair. Removal Demolition
4. Estimated Cost ff'oQ ~} OOO, OO ?
5. If dwelling, number of dwelling units
If garage, number of cars
Intended use and occupancy OII4gd.,& ~h','tt~ q--O~9~.~t-~~ Isl!~ee~Y ,~c/..(~9~.~.
Alteration
Fee
Addition
Other Work
(Description)
Number of dwelling units on each floor
(To be paid on filing this application)
If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Froqt '2. [ ~ Rear
Heigh[ Number of Stories ~. I
Dimensions of same structure with alterations or additions: Front
Depth 14 LA Height Number of Stories
.Depth
Rear
Dimensions of entire new construction: Front ~24
Height V] L ~' Number of Stories
Size of lot: Front I ~ D. 01 Rear q O. 0
10. Date of Purchase / q ~ G, Name of Former Owner
11. Zone or use district in which premises are situated ~ q D
Rear "7-.~c~ Depth
Depth ,~. ~ t
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v/
13. Will lot be re-graded? YES __ NO ~ Will excess fill be removed from premises? YES NO__
14. Names of Owner of premises lA-t4 ~ I~l~,l,/o Address~Phone No. &
Name of Architect ~oa~6~ Itl. I~l~"/r')te.~ Address ~ooe)~-~vl~ ,a,q. Phone No. ~
Name of Contractor ~ I~ ~ ~' 5- ~'~- ~, ~ ~z;,; ~Addres~~~h°ner, -.-,, ,,~-- u~. No. ~.j.~i_z.~"~
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 v/'
* 1F 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__
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY O~ ~1~11~S:
~-,'4/~ ,/Sf ~, b4'//~Z- Z ff' being 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 make and file this applicatiom
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will bc
performed in the manner set forth in the application filed therewith.
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
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
] FOUNDATION 2ND
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE 7//7- '~ '~'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~ FOUNDATION 1ST
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
REMARKS:
COMMENTS
FIEI,D INSPECTION REPORT I DATE
..................................... FO~DATION (2ND) -.
ROUGH F~G &
~SL~ATION PER N. Y.
STATE ENERGY CODE
~DITION~ COUNTS
SUFFOLK
BUREAUo~
ELECTRICAL
INS P £C1 0 RS. inc.
40 Nottingham Drive, Middle Island, NY 11953
Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS~}gmail.com
CERTIFICATE OF ELECTRICAL COMPLIANCE
Applicant: 3, Electric Certificate No.: 9239
Rough In Inspection Date: September 16,2008 Final Inspection Date: September 16,2008
Application NO.: 9239 Building Permit No.:
Suffolk Country Tax Map No ·
This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or
work described below, installed by the applicant named above, located at the premise Of and not a~cer the final
inspection date above:
Owner: James Wells
Site Location: 520 Pacific Street, Hattituck, NY 1:1,952
Owner's Address (if different):
[] Residential [] Indoor [] Basement [] Service [] Shed
[] Commercial [] Outdoor [] First F~oor ~] Pool ~-_~ Hottub
{~New []Renovation [] Second Floor []Attic []Garage
[] Addition i~ Survey Other:
INVENTORY
·
Singte Phase Heat Duplex Racet I CeiJing Fixture HID Fixtures
Throe Phase Hot Water GFCl Recpt I Wall Fixture Smol(e
Main Panel AC Cond Single Recpt I Recessed Fixture CO Detect
Sub Pane[ 20ckt AC Blower Range Recpt ; Fteurescent . Pumps
Disconnec~ Swi~ Twist Lock Efit Fixtures 'rVSS
GFC[ B~eaker Heat Pump Elec~ic Heat Pool Luminaire Exhaust Fan
The electrical work and/or equipment described above were inspected and appear to be in compliance
with local, state and national electrical code requirements and this office.
Inspected By: Gene Surdi Date Of Certificate: Sap 22,2008
TOWN OF SOUTHOLD PKOPERTY RECORD CARD
OWNER STREET /- : ' ' ~ VILLAGE SUB. LOT
FORMER OWNER
C, Co !e~ L / o.~
S
D. ]vl zy£ g
DISTRICT
ACREAGE
TYPE OF BUILDING
RES. ~ / D SEAS. VL. FARM
LAND IMP. TOTAL DATE REMARKS
CB. MISC. Est. Mkt. Value
AGE
NEW NORMAL
Farm Acre
ABOVE
Volue
FRONTAGE ON WATER
FRONTAGE ON ROAD I?/0
Tillable 1 BULKHEAD
Tillable 2 DOCK
Tillable 3
Woodland
BUILDING CONDITION
Value Per Acre
Swampland
Brushland
House Plot
fatal
V
-~tens~on j t~/ :i!. L)i
Foundation
-Extension ~ Ext. Walls
-Extension I I Fire Place
]reezeway j
Sarage
Patio
Driveway
/~> ~ ~, Bath
~ ~¥ Floors
_/~c> ~ ~ Heat
Porch
Porch
interior Finish
Roof Type
Rooms I st Floor
Rooms 2nd Floor
Dormer
Tow___ n o__f
Erosion, Sedimentation & Storm Water Run off A88E88MEHT FORM
THE FOLLOWING ACTION. MAY REQUIRE THE 8UBMI8810N OFA
PROPERTY LO(; TIOH: $,C.T.M.#:
item Number; (NOTE: A Check Mark (~f) for each Oueslion is Required lot a Complete Application)
Will Ibis Project Relain All S[om]-Wa(er Run-Og Genera[ed by a Two (2") Inch Rainfall on Silo?
(This Ilem will Include all run-elf created by si(e clearing and/or conslmcllon acllv[tles as well as all SUe
Improvements and the permanenl creation of Imperious sudaces.)
Does the Site Plan and/or Su~ey Show Ali Proposed Drainage S(~clures Indicating Size & Locallon?
This Item shall include all Proposed Grade Changes and Slopes Controlling Sudace Wa[e~lowl
2
3
4
STORM-WATER~ OILREINO; DRAINAGE AND EROSION OOHTROL PLAN
CERTIFIED BY A DESIGN PROFES$1[OHAL IN THE STATE OF NEW YORK.
Will Ihls ProJecl Require any Land Filling, Grading or Excavation where Ihere I$ 8 change to Ihe Nalural
Existing Grade Involving more than 200 Cubic Yards of Maledal within any Parcel?
5
6
7
Will thls Application Require Land Dislurbing Aclivlties Encompassing an Area in Excess of
Five Thousand (5,000) Square Fee[ o! Ground Surface?
ts there a Nalural Water Course Running Ihrough the Site?
Is thls Project within Ihe Trustees judsdiclion or within One Hundred (100') fee! of a Wetland or Beach?
Will Ihere be Site preparation on Existing Grade Slopes which Exceed Fgteen (15) feet of Vedical Rise Io
One H~ ndred (100'} o Horizonlal Distance?
Will Driveways, Parking Areas or olher hnpervious Sudaces be Sloped to Direct Storm-Water Run-Off
Into and/or in tile direction of a Town lighl-oLway?
8 Will this Proiec[ Requile the Placemerd of Maledal, Removal El Vegetation and/or the Constrdction of
any item Wilbin the Town Righ[ of Way or Road Shoulder Area?
Yes No
EXEMPTION: Ye~s
E)oes Ihls project meel he I u sta da ( s for classification as an Agricultural Rrojecl?
Note: If You Answered Yes toDds Question, aStorm-Water, Grading, Dralnage&EtoslonControiPlanlsNOTRequlred! __
STATE OF NEW YORK,
m~e ~)d file Otis applica0on; that all slate-merits contmned in Otis applicafon ale b~e to d~e besl of his knowledge and belief; and
thai d~e wink will be pe~fommrl in Ihe m;mncr s(d forth in the apl)lication filed hcrc~4~J}.
$,,'o, ,, to hZ5~ this; ,~ .....
ANDVUSlO
EXI'3TIN~ I,~
I I,q STORT
UJOOD ~
51NC.=LE FAt'flLT
RESIDENCE
1
S 68 06' 50" W
........ ___.~ ~...~_~
255.3
MA VGUARD
-120 ,SF lUOOD FRAME ,~I~E
$'rt~J~TUR~
MAIN /i'D.
('~PLOT Pl..AN
~LOT MAP INFORMATION TAKEN FROM
SURVEY PREPARED BY ROgERIC~ VAN TUYL., P.C. PX~~ LZ~ZT' ..... : ....
DATED: DECEMBER I, 1975
DOOR SCHEDULE
MARK SIZE (W x H) TYPE QUANT STYLE
~ ~ 24'-~" 24'-O"
,~ECTIDN41 C~AP..~C.~ D~ I ~E~ ~ ~ ,
' ~D P~L 2
A~ AT G~DE ~r ~ ~ ~ ~/~" x ~" ~ X ~ ~~ ~ ~ / EXTERIOR ~LL: 4" O~DO ' I~" 1
~ ~LA~ ~INFO~EHENT, [~ W/ I~" CDX EX~RIO~ ~ Revision Date
T~, m / "~ WINDOW SCHEDULE
I -1'-4"- ' I ~-' ~ (3) 1.15 X 14"
~J~~ ' ~ m ~~ ,~: ~ MARK SIZE (wxh) GA VA TYPE QUANT. ANDERSEN~ 1
~ F---- I ........... - Submission Date
'.: G.F.C.I.
. I ~I~IN~ JOINT FILLER I 4' '~:: ~42" +42"
I ~ I · ~ ' ~ ~ ~1~ ~ET ~ EX~ ~ ~ D~I~:
I~ m¢ FJ ]..~- .... -..[ ~ ~ ~E~ELE~A~.I~,~AR~E~ID~2e"~CLE~E
~ 2x~ SURFACE ~ J 2X~ SURFAC[ I ~T ~ 2~"
I ~ 2 CAR GA~E ~ I , ~ .~ MOUNT ~UOR. j
:. ~- LMOU~ ~UOR, j ~ L ~~ ~L ~L~ IN FI~D ~ ~E P~6 ~L · ~ ~ z
~, ~ ~ ~ - -- / ~ +42"- ~ U Z
O~&~ILL POLTVAPOR I " :: / ~ ~ ~ ~ c
~ ~A~IE~ 4 4" ~ACTED J ~ /
~'-~"T~ = "~ ~IN.STONETo~A~FILL' PITCHo~ADI/e" ~ FT. . ~_ _ '-e' , G.F.C.I.+42. ~ ~ G.F.C,I.
~ ~ E.G.D.O.
PLA~ 4 (4) 3/4" X 18" k. ~ALV. J I> ~ ~ -- ~ k i~, 3~" ~ 54
-- ~LL DN G.F.C.L-- ~ -- ':
ANCHO~ ~kt~, T~ FO~ 2 m ~ ~x I ~TAI~ +42"
I T.O~ · ~ 6 i I 2X4 SURFACE i I I i2X4 SURFACE i
I % X 24" C~C FOOTI~ ~/(D) ~ I q ~0UNT FLU0 I I 0UHT ~UOR ~ / :::"
~ ~ +42" 3 / ~ ·
~D~TI~ UJALL ~ ~" X I~" -1'-4" ~ ~ [ ~ ~ ~ '' ' - ' '
= ' Z
~ ~-BA~. TOP ~ ~LL · ~,, I1~ ~ ~ r x
I I ~oTm~ · ~'-¢" BELO~ I I I --- %
m FINISHED ~DE ~ ~:~ ~ Zz
.............. ' O.F.C.r. C.F&.k O
- -~T.O~ · ~ ~ 4" ~1~. T~ P~D C~C~TE ~ O
I~" x 12" L. ~ALV. STL. ~C~ I ~'-e" I I ~ ~A~ AT ~DE I W.P. ST~ ~/e" X e" ~ X ~
~OLT~ · ~'-~" ~ ~12" F~ ~ ~LA~ ~I~E~ENT, ~ O
~, ~1~, 1 PEE 51[[) ~/~" X t" ~P TOp ~ ~4TI~~ PITC~ I/~" ~E ~T, ~1~
X I/4" PLA~ 1'-4" AT ~t~ DOOR
e; 23'-~ 'e' < NOTE: , 24'-~ , c
PROVIDE CONTROL JOINTS
~ TO DIVIDE S~8 INTO m
AE~S OF 400 SO. ~.
O~ L[SS (~P~CAL) NOTE:
~k~: ~/~" · ~'-~" ~ ~C~LE: ~/4 = ~'-~" TO BE PROTECTED BY A (UL APPROVED)
GROUND FAULT CIECUIT INTERUPT
BE~KEE LOCATED IN THE ELECTEICAL
SERVICE PANEL.
ANDVUS/O
200. O'
_ _ ............................
' I
~ ~ , ~ DAV/DULT TAX HAP INFOEMATION: 5~0 PACIFIC STEEET AT HATT~TUCK, -- z
~ I1~ 8TO~ , SCTH: 0089 l&l. OO-0&.00-021.00 ~EE~[BEREQg'~
51~LE F~ILT ~ PROPERTY INFORHATION: RESIDENCE ZONE R&0 SINGLE FAHILY RESIDENCE ~ESOFNEWYoi~K~TATEri¢
, ~ ~I~CE __ ' ~ N 72 43'20"E 58 64' LOT AREA: 22,bg& SF (&b,560 HIN) ~
I ......... =.%, W, TH: ,,o.o' ...
FRONT YARD = ID.0' (&0' HIN.) U~BE~8C~ "- - '
' FRONT YARD 2 = N/A REQUIRED CErTIFICATioN
J SIDE YARD= 18.0' (ms' ~IN.)
J1~~ ~ ~~ REAR YARD=77.0' (5O' ~N.) USE IS UNLAWCUL AP" -
~DA~NOTED o
~ WITHOUT -' ,_ . ,~ z~ .~
EX. GARAGE = 552 SF OF OCCU~fNC FEE.. BY~
~ ~ 765-1802 8AM TO 4PM FOR THE
~ ~.~.~- ACCESSORY STRUCTURE = 720 SF FOLLOWING INSPECTIONS:
:'~m ~.__,~---'~' 255,35' LOT AREA= 22,6g& SF ~NOT,PROCEED,WTH 1. FOUNDATION-~0 REQUIRED
~-~'~'~'~ ~ ~-~'~'~ ~-~=~ ~-~ ~.~.~.~-~ FRAMING UNT~L SURVEY FOR POUREDCONCRETE
~ % LOT OCCUPANCY = 11.21% OFFOUNDATION LOCATION ~. ROUGH - FRAMING & PLUMBING
~ ALLOWABLE % = 20 % HAS BEEN AFFROVED. 3. INSU~TION
~ 4, FINAL - CONSTRUCTI,ON MUST
~ BE COMPL"E FO~ C'O'
ALL CONSTRUCT~O~ SH~L MEET THE
06' 50" W ~[~u~,~ . ....
S ~8 ~ ~T~12¢ ~ ~D~A~E~HE~E~8ORTeI~LE . Y(¢r~F ~' ~'0~ ., '3'kS'JLE FOB
~520 PACIFIC ST. SCALE= ]"= 2¢, RETAIN STORM WATER RUNOF
~ HATTITUK, NY PURSUANT TO CHAPTER 236 ~.~:
OF THE TOWN CODE.
PLOT HAP INFORHATION TAKEN FROH
SURVEY PREPARED BY RODERICK VAN TUYL., P.C. T.,, of Southolc BuJldlng Plans gxamin.r shall revre~ th. enclosed docum.nt for minim ...... ptable plan submittal requlr.ments
R,~ ',,,~T \ ×/ ®
EL., ', I1 -~,"
/
2 X ~ ~ ~TE~
· re" o~. ATTIC
2 x I~ CEILI~ ~MS. - ~TOP ~ STEEL
V
2
~" MI~ T~ ~ ~C~TE
8LA~ B/~" X e" ~¢ X
O~R ~ MILL ~LT ~APOR
~ / D~ ~A~IE~ 4 4" ~MP~TED
~T~ FILL, pITCH I/8"
I / ~ Doo,MI~ T~A~50~HEAD
TTP.
~All
EL., O'-O"
SECTION
SCALE:
I/4" = I'-~"
* Il'-&"
.~j~._EP~L~T.~E
~PDN.
.~C-_o,,
TTP.
51--IIN~L E OVEf~
'vENT
~ LVL
BEAM
COLLAR TIE~
C.C,
f~2C::~ t~PTEF~5
12
IU IO X 22 ~TEEL E~I.
TOP OF STEEL
· +~d'-5 I/'2"
2 CAR GAP. AGE
I/2" PREMOLDED
.~,ITUMIHOU5 ExpANSION
JOINT FILLER AP.C~JND
P~I~ihIETER Ch~
ATTIC 1 2
~/4" T4~ pL_YLI~D.
!~11~ CEILIN~ ~MS ~~ TYP.
e f&" O.C,
4" MIN. TH~ POUR~ED CONCRETE
~LAt~
~ 5LA~ ~I~ENT
~T~ FILL, PITCH I/~"
MIN. t~
~~TYP.
SECTION
SCALE: 1/4" = I'--~II
12 12
I
L ~1[ ]1[ ]~ II
[ II I[ ~ 31 II
I II I[~' jl~ II /-
~L ~[ 1[ 311 II
/
/
(~ Ff~ONT (U. JEST) ELEVATION
SCALE: I/4" = 1'-O"
LEFT 51DE (NOf~TN) ELEVATION
SCALE: I/4" = 1'-0"
12 12
®
®
_EJ=_Ev'AT I ON
SCALE l/4 ~ I'-(D"
SCALE: I/4'
SECTION & ELEVATION NOTES
T'fPIC~. EX'~RIOR IIJALL ~Y: ~,' HC~IZ. CLAPE~OARD 51TLE VlNTL
5[D~NG OVER 'TTVI~' I"DI$'IURE BAI~IEE HOUSE U.R4P C~ I/4" RIGID POLYISO.
INSULATIC~ BOAR~5 OVER I/2" C-C EXTERIOR GR.N~E pL311DOD 8t~AI1-IIN~
ALL E)d=O~ED ~ TRIFi TO BE I~AC~ ~II"IED ~ID PREPARED TO RECEIVE
8~'11 SOLID STAIN 51MILAR OR E~UAL TO ~,~CffS' 5FFI'll-5OLID STAIN ~I~D
~=ERIE& A~ PER CXL~E~5 DIRECTION.
TTPICAL IIt4.LL C~TRUCTIOI~: 2 X 4 51'UD5 · E," OC [[!/112" C-C EXFFERIOR
C.,P,N~ PLYUDOD ~EATI-IIN~
'FfPIC~. C. Z3B'~R BOARD TRIM= 4" X 4" FLAT V1HTL c-.~fB~ER MOLD
T*rPIcAL ~R UJIi./DOIIJ TRIM, 4" FLAT VINYL 'J' HOLD
® 'r~l~lC~J_ F~CIA ~ ~ ~A~, I" x e" FLAT 6T~C~ pINE, B.~ F~IH~
AND F~REpARE TO RECEIVE SOLID ~TAIN 51HILAR OR E~IAL TO"'"'C.~OT~,'*" OV'T
SOLID COL~ .~'~m. IC STAIN ~ PER OUNE~,
TYPICAL ROC~II~: ~ CLA55 'A' FIBERGLAS5 A~ALT ARC2AI'~C'~RAL
81-11i'~..&.E$ 51HILN~ OR EgaJAL TO GA= TIHBERLINE 4 TI~EIECH HIP AND RIDGE
~-IINGL.E6 OVER 15 "FELT IJ~IDERLA'r t"'ENT ~N ~/4" C-C EX1~P. IOR C-R,N~E
pLTII~OOD I~EATI.IIk~ COLOR TO BE 5ELEC'~_.D BY ~
(:7~ CONCEALED FL A,~"lli'~= FlI~ERG~AL55 REIt'E;~CED ~IEET ~ 51t"11LAE OR
E(3JAL TO GAF ~LEATHER [IJATCH [[~AI~I~:X~F UNDERLATHENTV~'"* ,, ..24 UIIDE AT
EAVES ~ 18" IlilDE EACH 51DE (~P EI[:~..~5 ~ VALLET5.
LOW FI~0FILE 5HII~LE OVER RIDGE VENT 51PILLAR OR
~ BT HID ~RICA ~ILD~ ~. ~D
~1~ ~IT ~: ~ DE~ ~
~D ~ ~D ~IT ~L~
~XI~ F~I~D ~, PIT~ ~T ~ ~ATI~ ~L HIE I1~"
HAINTA~ HIN~ 8 ~1~ C~A~
2
1
Revision Date
3
2
1 PEt~IIT
Submission Date
Ll.I
·
ARCHITEC~RAL GI~4DE INSTALL RIGID FOAH GENERAL NOTES: ~ ·
~ALT SHINGLE5 OVER /~ BAI~EL AT EACH
3/4 C-(~ E×POSM~ I / ~TER BAT TO O.1 ALL WORK TO SE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES, THE DESIGN OF THIS
BUILDING AND ASSOCIATED COMPONENTS HAVE SEEN DESIGNED IN ACCORDANCE WITH THE RES[DENT[AL CODE OF
/ PLTEID. SHEATHING / HAINTAIN MIN I" AIREPACE
~ / ,o / F~ 5HEATHIN~ TO STATE OF NEW YORK 200I.
~ ~ / IN~ILATION A~HITECl~P,4L ~5~)E G,2 ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSION SHALL BE SCALED. CONTRACTORS SHALL NOTIFY
~ ~ I ~ / lS GA GAL¥. STL. SEISMIC i A6PHALT 8~IINGLES OVER ARCHITECT PRIOR TO coHrflENCEMENT OF WORK.
~ ~ / /~ HU~IC~E RAC'rER TIE SIM. 3/4" C-C EXPOSURE I
~ ~ / ~ OR EQJAL TO SIMPSON PLY[L~. 8~-IEATHING G.3 LUMSER SHALL BE SQUARE-EDGED, STRAIGHT, SOUND, WELL SEASONED, MAX. MOISTURE CONTENT OF L9 % AT TIME 2
OF INSTALLATION; LUI~IBER SHALL BEAR THE GRADE AND TRADEMARK OF THE ASSOCIATION UNDER WHOSE RULES iT IS
~ ~ / ~ STI2~NG TIE MODEL ~2.b AT PRODUCED SIZES INDICATED ARE NOMINAL STANDAND SIZES. 1
...... ILS FRAHIN~ TIED BACK TO ~ G.4 FRAHING LUMBER SHALL BE DOUGLAS FIR - LARCH SELECT STRUCTURAL NO ;~, ALLOWABLE BENDING UNiT STRESS OF Revision Dote
t X S ALUM. CLAD ~ G,S USE METAL CROSS-BRIDGING FOR FLOOR 3OISTS AND SUPPLY SOLID WOOD BLDGK]NG AND FiRE STOPPING AS NOTED 2
HOARD ALONG GABLE END '~ [ AND/OR RE(~UIRED.
IS GA GAL¥. STL. ~EI~II¢ 4 G.7 ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATER[ALS.
IA BP. ~ERICANE ~1~ TIE 811'/. G.B FRAME OUT FOR HEATING, PLUMBING AND ELECTRICAL WORK, AS REQUIRED. · ~.} ·
STRONG TIE MODEL ,k12.~ AT 0.9 WOOD SILLS RESTING ON FOUNDATION TO BE ~-2"x6" CCA. ANCHOR SILLS WITH L/2" DIA BOLTS 20" LONG~
MODEL ~ AT EVERT X EVERT I~-[~ GALVANIZED, SPACED 12" FROM EACH CORNER AND THEN 46" a.a. MAX.. SHIM SILLS TO TRUE AND LEVEL POSiTiON AT
OTEEt~ S~JD ~ VENTED ¥1NTL 5OFFIT 5EC4JRE [!)/(SI ~t K41LS PROPER ELEVATIONS AND FORCE MORTAR INTO THE 3OINT BETWEEN SILL Bo~roM AND TOP OF FOUNDATION. INSTALL ~
2 X 4[ S~JDS · 1~a O~ ~ ~ CONTINUOUS TERMTrE SHIELD AND FIBERGLASS SILL INSULATION BELOW WOOD SELLS. f~ -~
~ 12 ~ G.iO PLYWOOD SHEATHING AND SUBFLOOR[NG SHALL BE SIZE THICKNESS AS NOTED ON PLANS (!/2"and 3/4"), S~UARE
EDGEDOUGLASFIR, ENGINEER[NGGRADEC-C, EXTERIORGLUE, APPLYFACEGRA[NATR[OHTANGLESTOLISTSAND OJ 4-~ ~ z
RABTERS AND STUDS. EXTERIORSHEATHINGSHALLBENAILED6"ALONGEDGESAND12,,O.C. AT iNTERMEDIATE ~ ~j ~_
r~ F_~p.~hl IN~ ~ETAIL ,,~ r j % suPPORTS. INTERIOR SUB FLOORS SHALL BE GLUED AND SCREAWED 6" ALONG EDGES AND !2" AT INTERMEDIATE U Z
Ff~hllN~
IDET~IE
DETAIL
suPPORTS. ~. ~
5C:;ALE= 5/4" = I'-~" ~,A~ 5CAEN= 3/4" = 1'-O" ~E~.~ SCALE= I"= I'-~TM ~'~ PLUMBING: t-- ~U ~ bi°
P. 1 ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, MUNICIPAL ~3 t"~ --~
2X4 SILL PLATE -~ 2)<4 ~XTE~JO~ ~IUD WALL ANOTHER AUTHORTr[ES HAVING IUR[SDICT]ON. Z 4-J
3, T G PL . \ \ I lb/ OWNER PR[DR TO CO.PL ON OETHE PRD E SMCONTRA OR.
~JEFLOOR -- , RIOR GRADE PLTI~JD ~ ~IINGLE OVER I~IDGE VENT P.2 ALL RE(~UIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, PAID FOR, AND FURNISHED TO THE ~
2 X lO CLG. I~18 ~\ ~1 N~ FROM SHEATHING TO ~ ~ ~ GA GAL¥. STL~ ~,~-r~R P.3 ALL WORK NOT SUB]EaT TO APPROVAL OF THE AUTHORITY HAVING ,1URISDICT[ON, SHALL BE GOVERNED BY THE
\ / / EG~UAL TO SIMPSON STf~TNG
\ / / TIE MODEL ~.STA24 AT ELECTRICAL:
E.! THE CONrrRACTOR SHALL PROVIDE ALL LABOR~ MATERIALS~ E~UIPMENT AND APPLIANCES, AND PERFORM ALL
~ : [ ' ~C~RE IIJ/(12) ~ct NAILS NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER AUTHORTrY HAVING !URISDICT~ON. THE CONTRACTOR SHALL
~-- ] ! ~ AECklITECTURAL GRADE
~[~ 2 X IO RIM JOIST A~PHALT ~{-IINGLES OVER ~ \ // ~ OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF SPECIFIED WORK AND WORK RE(~UIRED BY
.... ~/4" C-C EXPO~JRE I ~ ~ ~ OTHER CONTRACTORS. ALL ELECTRICAL E(~UIPMENT SHALL SE U/L APPROVED,
E.2 THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF INSPECT[ON AI~EST[NG THAT
[ ~ ] III STEEL SI~P TIES F.Z SOIL BEARING CAPACTCf USED FOR FOUNDATION DESIGN HAS BEEN AESUMED AS 2,090 ESE. FOOTINGS MUST REST
2 X 4 S~UDS ~b" OC~ I III AT IS" ~C SIMILAR OR ON UNDISTURBED SOIL, NOT[FY ARCHT['ECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY SE
[ III E~ TO 'S[MI=~"~ VERIFIED,
I III S~-TIE' MODEL F2 SET FOOTINGS SOITOrfl AT ELEVATIONS SHOWN THUS (-0'-0") ON FOUNDATION PLANS, DETAILS, SECTIONS AND
I III ~sT~,~. ~ ~, ,.~ × ~ ~ R,~E ~ ELEVATIONS. WALL FOOTINGS. AND ISOLATED FOOTINGS ARE ELUS, TOP. SHOULD,T SE NECES~RY TO LOWER
~:t NAILS · 3"
~ X IO ~ FOOT[NGS ELEVATIONS OF AD]ACENT FOOT[NGS SHALL BE ADJUSTED TO EMiT STEPPING TO ONE VERT[CAL TO TWO
R~E~ · I~I' O.C HORIZONTAL. POUR LOWEST FOOTINGS FIRST.
/-~ F'3 PIER AND WALL FOOT[NGS SHALL BE 1'~4" THICK AND HAVE PROIECTJON AT EACH SIDE OF WALLI MIN. 4". _J
"-~Ff~,~11NG IDET,~IJ.. SCALE: I" = I'-~" ~..~ "OOKEOATNON<ON"NUOUSENDS. EROVIDE (~) #S RARS IN EOOT[NGS UNLESS NOTED OTHERWISE.
Ff~-~MIN~ ~__ETAIL GCALE= 3/4" = i,_O,, ~A~ DC. ALE= 3/4', = r.O,, ~ Ff~AMING DETAIL ~['~ E.~REINF~RcI"GMARKED/N~TEU~C~N~"u~US)SRALlBELAPPED~RARDiAM~RSA~sP'~cESA"Dc~RNERSAND
2X4 EXTERIOR S~JD t~ALL GALV. FACE MOL~ITJOIST F.S CONSTRUCTION IOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN BO'-g" APART AND NO LESS THAN 4'-0"
/~I4ANGER SIMILAR OR EG~JAL FROM ANY PIER. VERIFY LOCATIONS WiTH ARCHITECT, SECTIONS OF WALL SHALL BE POURED ALTERNATELY,
HORIZONTAL 3OINTS WILL NOT BE PERM~FED.
4" PO{iRED COMa. 5L~15 ~/ EXTERIOR GRADE PLTtlD
~ILID BLOCKII~3 BEHIND / ~OIST F.6 BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY.
OVER b MILL VAPOR JOIST
BA~IER ~N 4" GRAVEL ;z~ PO{J,.f~, D C(:~;. ~, TO F.7 EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED WITH 6" X 6"~V1.4 X W!.4
FILL OVER CZ:;~IPACTED ~BE I L~ILER TH~N GARAGE W.W.M. LIMiT POURS TO 2,000 SQ. FT,, PLACE SLAB OVER COMPACTED POROUS FILL, SUB-BASE AND 6 MIL. VAPOR
~BGRADE ~ SLAB . , 2X~,,FLR JOISTS \ ! 3/4" T~ I=LTUJ~. ~Jl~.OO~ BARRIER, AS SPECJFIED. PROVIDE [/2" PREMOLDED BT['UMINOUS 3OINT FILLER ALONG SLAB PER[METER AND AT ALL
j T · I~ ~ -- ~ \ / /--~o ~ GLU~D TO ~PANSION ~OINTS.
PITCH SL~B I/~" PER FT' 1 I UP OF FDN" O'O
- OI6TS
F.8 ALL CONCRETE SHALL HAVE A HINIMUN cor, tPRESSWE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. CONCRETE SHALL
' ~ I BEAIRENTRA[NED. TOTALA[RCONTENTSHALLNOTBELESSTHANS%ORMORETHAN?%
· '' '' F.10 PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUHBING TRADES. LOCATIONS OF
II~ II~~ I1~ I'~- I . I I , OPENINGSSHALLBEAPPROVEDBYARCHITECTANDSHALLBEPLACEDSONOTTOAFFECTTHESTRENGTHOFTHE
--Il --II ~-[I ~1 '.. -~ ~ I ~ STRUCTURAL.EMSE~. VERIFY COND~ON~ ON THE~DB PR[OR TO INSTALLATION.
~Jl; ~lJ ~ ~ ! ~ ~ I~- I '--' IJJAI. L DOt~ '-4" AT F.[! "KEYS" FOR WALLS, SBAMS AND SLA~S MUST BE PROVIDED AS SHOWN IN SEC~ONS AND DETAILS.
---III---II ~11 ~ ---III------II1~ CONCRETE REINFOREEMENT
II---II~ ~ III:Ill: c.!REINE~Rc~NGS~ssHALLc~NE~RMT~THEcuRKENTIssuE~ET"EASm.ASISG~DES~AcIBTANDARDs~Is --
FOUNDaTioN ~ALL ON II---- II---- II---- ,~ ~ . ---~,1~- ~ ~ FOOT~ TO ~ER SIMILAR OR ~U~L_ z~
,, ,, ~ ~ TO 'S~"~,~N ST~:N~-TIE' C,~ WELDED WIRE F^S"~¢ SHALL CONFORM TO THE CU~ENT ISSUE OF THE
· 5 ~B,~ ~--~ ]~-TT'--'~--' ¥ '-¥ FI.~D ~-ADE JO~ST c.~ SUPPORTS EOR ~HE REINFORCEMENT SHALL CONFO~. TO CRSI .ANUAL. EOR SLA~ ON GRADE, USE SLAS ~OLSTER ~ LU
WiTN RUNNERS. ~ ~
rc~ ~' ELEVATION DETAIL 1'-o" ~,~ E.~PRO~DE~O(~NO. SREINFORCIN~RSCONT[NUOUSINALLFOOT[N~S. ~
Ff~AI"11N~ .~ET,41L ~C,~,E: 3/4"= ~'-0. ~.~, Ff~I"IlN~ DETAIL ~c,~_s: 3/.~,, _- r_o,, ~.~ ~c,~,E: v~,, =STRUCTURAL STEEL '1'
OVE~ ~ MILL ¥4POR I I \ S.3 NO PENETRAT[OI~S SHALL BE PERMI~ED THRU STRUCTURAL STEEL MEMBERS UNLESS APPROVED BY ARCHiTECT.
~ARRIER ON 4" GRAVEL ~ ~ --~
~ (2) ~ V2" DIA C,~-,~E DESIGN LOADS
· ~ ~l& C~A X bO" L ~AL¥. HAINT~JN 2" E[:~l~ DI~T~E. !. Design loadings are as follows per sq. ft.
' ' , STEEL S11JD STRAP5 At I~"
GC SlHILAR OR E~AL TO ~K Bll. PLA1~ ~/(4) ~/~' DIA Location Live Dead Deflect Limit
(2) 2 X ' TOP PLATE I~1~ ~lz~--- = ~ I~ I~ 'SlHI~ STIr-TIE' a~.T~ !st Floor 40 lb. !0 lb. L/360
2nd Floor (sleeping areas) 30 lb. !g lb. L/360
5ECIJRED II)/I/2" DIA X 12"L ', ~ ~ ~ i< , ~ ~ IJqDER SILL PLATE I PIPE COU~E~-roRY PRIPE Attic (storage) 20 lb. to lb. L/240 ~ .
~rL. ~,,c~ ~Ts' I~1 ----I ------ I ~ ---- ii------ If--- ~ ~ PL~ ~/ Roof(w/~sh~d~g.> ~0 =b. snow 1S ,~. ~0
~TE · ~= ~c I~J I I:] I I~[ J I----I ! / ~111~111~ i i Roof (no.n,~hed c=g,) ~0 ,b. s~ow~ ,b.
· -II1:--II1:--II1~ 115~ I I1~111~1 ~'X~'X~'~
III III III :III:Ilk- ~ · ~I / Snowloadshavebeer~adjustedtoreflecttheslide-offfaclor, as a function of roof pltch.
. ,, I I I ~ ~ ~ I I I ~ ~ TO THE SEST OE MY KNOWLEDGE, SEUEE AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPEC[F~CA~DNS ARE IN S~= ,~ #:
S XI~ F~FOOTING~J/(2) ~jT ~lzll]~l~- , , ~-~- BOTTCMC~FOOTINGTO 4II~'DIAXI~'LC~LV.$/L COMPUANCE W]TH THE ENERGY CONSERVAT[ON CODE OF NEW YORK STATE CHAPTER 6, EFFECT[VE.1UNE2OO2. V4" i'-O"
· 5 ~ -,~ ~r--~ --~,,--,~-- ,~--~, BEARI~" HIM BELOW AL~.,qC~I~LI~ ·
'~'~r F,,I~ED ~l~D~ Town of Sou~hold Build'ng Plans Examiner sh. II ravTew the enclosed document far m,nTmu ..... ptabls plan .ubmT,t~l requlrem.nt.
~D% ~rN% ~K~'~ > Accurate, > Conforms with c~ov.nring cades applicable at the time of ,ubmr,aTon: > Conforms wi~h r ...... bi, standards oF ·
U
O
¢IN ~,NICE UJITH tlDOD R~U'E
NAILING $CNEDULE A CON~TRUCTICIN H,NIiJ,N. '~1 EDITICIN)
~ ~, , ~ C09'0~ NAIL6 · &' o~ / O= a11D
' ~..":h' ~ ...... /
'1~:~i /
~ SHEARWALL ISOMETRIC DETAIL
SC~L~ N.T.S. ~ SHEARWALL SEC DETAIL (TYP.)
SPLICING OF THE PLATE
TOP PLAIE
(IN ACC, C31~,6NCE UJITI-I IJ~ FR, NflE
COI~Tt~CTICIN M~ltlAL 2~1 EDITIGN)
~z~MING
SCALE: NT5
NAILING & STRAPPING L~, EXTERIOR WINDOW/
DOOR HEADER
FASTENING SCHEDULE B
FOE WINE:~ Of~NIN~
~TI~ M~ 2~ EDITI~)
A B C D E
2'-D" 2 (I) 2"x4" I I 1 I
4'-D" 4 (I) 2"x4" 2 2 2 2
(2) 2~~ ~
~"~" ~ fl) 2~' ~ 5 ~ ~
I~'-~" I~ (2) 2"xe" 4 4 4 4
12'-~" 12 (2) 2'~" 5 4 5 4
A. NUt,II~R OF Bd I~,~L~,, EA B,D OF $11a. N~INC~ crABLE 3.'1, P. B1) 4 (T~ 6A P. ~)
5- KM'IBER OF 6ILL 61!JD6 ¢C~'q FLAT) CDG~6 NOT APPLY TO DOGIe) CTAg..E ~2.~B, P.l~)
C- ~ OF RJLL HEIC. H? KJI~ 61UD~ · EA. ~IDE OF t4E~DER CFAIiN-E 323C, PJ~)
D- NLII'1~R OF I~,d NAIL6. END-NAILED ~ ADJACENT KIN~ 6TUD TO ~ OF
· EA. 61DE (TABLE 5.1, p. I~1) 4 (TABLE ha P.
E- k~PEEE ~F JACK 611JD~ · EA. I~D OF HF-~:;~R6 (TAI~L~ 5 t'3F, PJeJI) A~U'E D~- I'DP-
F- ~R OF I~d NAIL6 END-NAILED ~ ADJACENT JACK 611JD6 TO END OF
· EA. 6[DE (DGE6 NOT AIa~LY TO DO0~) (T~t~LE B~, P. I~1) 4 (TABLE 6A pA~ ~1~)
(~FF~MING ~t NAILING SCHEDULE
SCALE: NT.~
JOI~,T DF.~I=TION C,~C~L S NAIL
~ RO0~ F~MING __ __
~lL~ ~IST TO T~ ~ ~T~-~li-~)~ ~-~
WALL FRAMING
T~ ~A~ TO T~ ~ ~-~l~ ~
FLOOR F~MING
ROOF SHEATHING
CEILING SHEATHING
WALL SHEATHING
J ~D ~ I 1" ~ / ~" Fl~
~LoOR SH~ATH~Ne (SUBFLOO~)
I I
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
REFER TO TABLE R301.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE
t~,AFTEF~5 HAVIN~ ~hO~ ~ATE~ THAN
5 ~ 12 WITH NO FINI~ED CEIL[~ L/l~
ATT~ED TO ~TE~
IN~RI~ ~L6 ~D PA~ITI~ H/I~
FL~ ~ PLAB~D CEIL~ L/~
~L OTHER 5~ ~ L~
EXTERIOR WALL~ WITH PLA~TE~ O~ H/3b~
~ FINISH
EZTERIOR ~ALL~ - ~IND LO~a ~ITH L~
~I~LE FINI~E~
EXTERIOR ~ALL~ - WI~ LO~a WITH LA2~
FLEXIBLE FINITE5
NOTE= L-~P~ LEITH, H.~P~ ~I~T
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS
(REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE)
UE~ LIVE LOAD DEAD LOAD
E>(I'EI~IG~ E~ALCGNIE$ ~ pst I~ pst
P~ ~NI~E ~A~ ~g pst as ~ plan
A~l~ ~IT~T 6T~ (~ ~L~ 3 PIT~) ID per I~ par
A~I~ ~ITH ~T~ (~ A~ ~ PIT~) 2~ per I~ pst
~ OT~ TH~ ~LEEPI~ ~5 ~ per ~ pst
5LEEPI~ ~ ~ per I~ pst
~A~IL6 ~ H~IL~ 2~ lbs I~ par
~ LO~I~ (LI~ = ~ ~ LO~ 12 per rot
attic
~J~T6 ~ ~R T~LE ~1~ ~ THE ~ par I~ per rot
(~STR:UC. TUf~AL LOADING fP-.E~LIIf~EMENT5
SCALE: NTB
ROOM PLANNING REQUIREMENTS RES. CODE of N.Y.S.
CHAPTER R303 THROUGH R305
I
I
/ i iE<i i
~OOM pLaNNING ~EQUI~EMENT~
~ SCALE: NT~
TABLE R301.2(1) of the RES. CODE of N.Y.S.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD
DESIGN UNDERLAYMENT HAZARDS
SNOW DESIGN Weothering Frost line Termite Decoy
LOAD SPEED (MPH) CATEGORY depth TEMP REQUIRED
45 1 10 MPH C SEVERE 36" MODERATE SLIGHT TO NASSAU 13 VALLEYS & FEMA
TO HEAVY MODERATE SUFFOLK 11 PERIMETERS IF REQ.
~CLIMATIC AND GEOGRAPHIC DESIGN Cf~ITE~IA
SCALE= NTB
~O~U f~E~U[~E~ENT5
SC;ALE: NTB
11.E Ffi~:3aoel~ EL.ECIRIC.~ 6Y61~ C0~16'r6 O: 2~ ,N'IP ~EILMCE. 11.E PR:3a~:;~ED ELt:~, I ~IC, AL
6Y6'lg'116 CAPN~LE OF H~DLIN~ 11.E ~ LOAD6 OF ~ ~ ~ION. ALL
ELEC1RIC, N. 6Y6TEH It~TALLATI~ ~ALL COFlaLY ~ THE RE~II!RIg"ENT6 OF C. HAr mm ~,3 ~
42 ~F ~IE t,E~JJ ¥Of~ 6TALE EUILDIN~ ~ ALL ~ UJLL I~E UL r.~:l I~IED.
(~E_~._.~_~.~TEM COMPLIANCE STATEMENT
3
2
1
Revision Date
3
2
1 F:~a'/IT ~e~/ee
Submission Datsj
mLU
LU
Z
jw~2~411.1
CR. O1