HomeMy WebLinkAbout37992-Z
~yyl~Fpt f Town of Southold Annex 12/31/2013
P.O. Box 1179
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36677 Date: 12/31/2013
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 244 Maple Ln, Greenport,
SCTM 473889 Sec/Block/Lot: 35.-5-5.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/19/2013 pursuant to which Building Permit No. 37992 dated 4/30/2013
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:
A 14'X 24' GARAGE ADDITION TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR
The certificate is issued to Idiart, Marcel & Idiart, Patricia
(OWNER)--- of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Ai; r' d Si ature
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 37992 Date: 4/30/2013
Permission is hereby granted to:
Idiart, Marcel $ Idiart, Patricia
244 Maple Ln
Greenport, NY 11944
To: construct a 14' X 24' garage addition to an existing single family dwelling as applied for
At premises located at:
244 Maple Ln, Greenport
SCTM # 473889
Sec/Block/Lot # 35.-5-5.2
Pursuant to application dated 4/19/2013 and approved by the Building Inspector.
To expire on 10/30/2014.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $334.40
CO - ADDITION TO DWELLING $50.00
Total: $384.40
Building Inspector
• Form No. 6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN BALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and, submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate-location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. .
5. 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 cpnsent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50:00, Businesses $50.00.
2. Certificate of Occupancy on Pre-.existing Building - $100.00
3. Copy of Certificate of.Occupancy - $:25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: 6_' (check one)
Location of Property: IN/9 ®L'57 4A/ ~~Fr~U/~aCT
House No. Street "I Hamlet
Owner or owners of Property: /.u kj-FL
Suffolk County Tax Map No 1000, Section ~j Block S Lot Z
Subdivision Filed Map. Lot:
Permit No. 37 ~I 2 Date of Permit. 3a 13 Applicant:
Health Dept. Approval- Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:
CU fl
kl~
Applicant Signature
7 8
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ P'/F/OUNDATION 1 ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL)
REMARKS:
DATE Z INSPECTOR
3 7 L ~ ~o~~ OF 80f/ly_
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
SPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL L)
REMARKS:
DATE 1-3 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
NSPECTION
[ YFO DATION 1S T ROUGH PLBG.
DATION 2ND INSULATION
ING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
R RKS.
DATE INSPECTOR
7?9~ 91sawo
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOU ATION 1 ST [ ] ROUGH PLBG.
[ IF UNDATION 2ND [ ] INSULATION
[ ]FRAMING /STRAPPING [ J FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
l3 cJ
i
DATE 3 INSPECTOR
oteer',#
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
( ] FOUNDATION 1 ST [ ] ROUGH $G.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE f l 3
INSPECTOR 2
FIELD N REPORT DATE NIMENTS Uv
ro
J
FOUNDATION (1ST)
~a
a
y
FOUNDATION (2ND) ~
1- 2
T
ROUGH FRAMING & _ .b
PLUMBING
Z
INSULATION PER N. Y.
STATE ENERGY CODE
• m
e`
oa)
FINAL s/0 PC G OU
ADDITIONAL COMMENTS
vim
7 16,
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TOWN OF. SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUIJAYANG DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. y T2= Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined, 20l-3 Single & Separate
Storm-Water Assessment Form
Contact:
Approved 201.3 Mail to:
Disapproved a/c
Phone: 4 7 ?-q9 a 5 -
Expiration / D 30, 20_jy
`Building Inspector b I
D LICATION FOR BUILDING PERMIT
Date 20
INSTRUCTIONS
12w'etely 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)
(Mai li g address of applic ta'T
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
C)(VAld?a
Name of owner of premises AA/(r!EL Pp zqz % _
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 3 S Block S Lot S
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 &Mer
b. Intended use and occupancyff114,5 Z
3. Nature of work (check which applicable): New Building Addition /l Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars /
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear d lA' Depth '.~f
Height /D ' Number of Stories /
Dimensions of same structure with alterations or additions: Front 1 Rear
Depth Height /o' Number of Stories
8. Dimensions of entire new construction: Front /4 ' Rear Depth ,
Height /G' Number of Stories /
9. Size of lot: Front Rear /~.~Z' Depth -?5-
10. Date of Purchase o o/ 02o~1 Name of Former Owner ti/lc?go2 l~/lt~ /~/a~iFJ
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOJ/
13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO
- }ins
14. Names of Owner of premises Address-,*10/, /P - Aov rytFe G.~ttone No~ 1212
Name of Architect ?oJf/H //(HF7'71 .4* Address/9W/ddmro&,-,a,7w.w Phone No ! i ' - ' S
Name of Contractor 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. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* 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
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
M.4iC 9L ~1~Q(J3 it~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
Notary Public, State of New York
(S)He is the No. 01BU6185050
(Contractor, Agent, Corporate Officer, etc.) ua i ie in Suffolk
Commission Expires April 14, 2P
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi
tG} day of , ~2~
q l
~
rnp Cr A,/
- - law~
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)
APPLICANT NAME: pnn Age/d•COrudpnt•Contradwrorother (Creels One) Property OWNER N Different Man Applicant)
Address: L N Address:
TahpAOne a u Tehphoned:
Y- _ V.
j GY
Pmp.ry Aadra.c FF.v .C'-i- Brief DcaaiptionofConsumdoe Ace" Proposed Sarxmral BMPs, Saa f
a.FT.M.;I; 1000 ShbaSntion BMN Project Scope and/or Sequence of Construction Acd*
' Berm. arty tq IPnaaa AdarbW Peaty 011eeaea)
Nrrre of Contrstpr andror Corrleet Person Reepeneibh for bnphmmteeon dSViPPP: _~^~~i~J//•?__.Y~!«_IS_~1f!G I i..
re ar: 1.C_----------------
~ ry _
Tehphore, k F.#: ~-A 62-------------
O
Me.. E-Merl: - --F I 1 L•
:
or Persons Responalble for Inatallatbe 8 MAlnananm of Erosion Control PraeOoe:
- I'
Address:
TilephoneR FanA
Total Area o lm Total Amer of Land Cleerin
Project Paoe)s: ardor Ground DrttWanre:
IS F./loyal
:
Project DUrallon: Sb,t EM
(AntitiPalaf) Date: Dare:
WIII this Project Disturbs five (5) or More Acres at
Any One Time During the Proposed Development 7 Yes No
EYES: Phase Answer the F.U.1"I
a. Does the Applicant have a Qualified Inspector On
Staff To Conduct the Required Inspections 7 O O It. Does the SWPPP indicate How Frequently the Site O Q List the NAMES or desaipdon .fall Pehnualty lmpaohd WamFbodies andorwetlands:
Inspections will Occur and for What Period of Time ? Yes No
c. Doan the SWPPP Adequately Identify All Temporary I
afldlw PefRlanent Soil on Stabal Stebalfzation Measures? Yes _ No
d Does ft SWPg Plan Plan?uatery lot v aCOmPlate F Yes No
Project Phasing . No SOWS of bnpaded Waarbody:(ee.TMUL, 303(d)Lfst.A bnpaimd_) i j
e. Does the SWPPP Indicate Addtlomi Site Specific 0 = I
i
Practices that Will be utilized to Protect Water Quality? Yes No ,
Has the Applicant Submitted a Completed DEC Notice Type of acted wate/bn
Of Intent and SWPPP Acceptance Form for Review dY R9 LaMq Creea, any, Pond,SOUnd,F ahwaMrwerWld...)
by the Town of Southold ? O No
I
S7'A1'F. OF NEW YORK, - Notary Public, State of NOW 0 I. i
COUNTY OF SS No. 01 BU6185050
Thac I B~y eeT Qualified in Suffolk County I b
-F[{ .FC~l,.~ ..............,J~ _19/.5...1...- being duly swom, deposes0othogf;SLUlG.)wMf dWll#t~)bat<iLCc~Perntit,
(Name W Udvidral a'pN 9
And that he/she is the toafteA QtrArxSOr, Aynd, (krpeaeioMce elcj
Owner and/or representative of the 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 hue to the best of his knowledge and belief; and
that the work wiR be performed in the manner set forth in the application filed herewith
Swom to before me dos;
- daZ of , 2ot.3 _ I I',
Notary Public: ....Y.kI.....).~:~~...... ..s,,~,
(Spnatwa d App6m11J I
SWPPP Assessment FORM: 03-12
SO!/ryolo
Town Hall Annex Telephone (631) 765-1802
54375 Main Road 4 Fax (631) 765-9502
P.O. Box 1179 G
Southold, NY 11971-0959 inr ~0
Cow,
BUILDING DEPARTMENT C1 O
TOWN OF SOUTHOLD i y\
December 24, 2013
Marcel & Patricia Idiart
5 V
244 Maple Lane ~~U77
Greenport, NY 11944 )
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed) V
Electrical Underwriters Certificate. (Contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (Ali permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: BP 37992 -Garage Addition
~ I v 1 A--~ I I v
ROAD
VACANT Z
LAND N/F OF L
ANROBERT J. HEANEY DIKEA N66'39'50 "E
AA
/ e C 83'
i Cc w
2 WECL 73(m s (IOLa) LAND N/F of
( 0 JOHN & ANNA
\ g, 24.3 i C LSANITAR ANNARIS
25.3" > Cc MPROVED
LIC WATER,
IN FRONT YARD
C
4 29ST/57' ~
C h
i EDGE OF CLEARING TYP.
Ln 0 0
S66'39'50 "W SN 247.35'
LOT 77 LOT 78 LOT 79
/M ROVED, SANITARY IN FRONT YA DS
MAP OF CLEAVES POINT, SECTION THREE
AREA: 40,002 S. F. = 0.918 AC. ADJACENT PROPERTIES SERVED BY PUBLIC WATER.
CLEARING LIMITS: 16,982 S-F = 42.4% SURFACE WATER APPROX 300' To SOUTH.
CERTIFIED TO: SURVEY OF
MARCEL & PATRICIA IDIART DESCRIBED PROPERTY
FIDELITY NATIONAL TIRE INSURANCE CO. OF NEW YORK
STC ASSOCIATES INC. PREPARED FOR
NEW YORK COMMUNITY BANK
EAST ISLE CUSTOM BUILDERS
EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUA TE A T
SURVEY. UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT GREENPORT
ARE THE NOT GOF THE UARAAflEED
WHHOM TRHE SURVEY SO PRHEREON EPARED, AND ONNHSRBETHALF TO THE TINTLE COM- TOWN OF SOUTHOLD
PAW. GOVERNMENTAL AGENCY AND LENDING INSTRUTIONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK
AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE
NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE 1 50' JUNE 28, 2000
THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE-
FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING S.C.T.M. DIST. 1000 SEC.35 BLK. 05 LOT 5.2
WALLS. POOLS. P47705, PLANTING AREAS. ADDITIONS TO BUILDINGS AND
ANY OTHER CONSTRUCTION.
JOB NO. 3030 Q
REVISIONS:
STAKE MN. 812212000 ING, -
U/C 1011612WO 132 t way
FINAL 1211912M Ha On Ba N. Y. 46
WELL 0910712001^„^^^ (631) 7 8-5330
Y
~i }
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: z d ~
GENERAL NOTES ,).RIDGE-M-RAFTER ASSEMBLY, ROOF FRAMING: OCCUPANCY CLASSI CATION RJ NTIA O
1-1q' x2Dpaugstrep Mallbeelbdyn~.,d~loo d pelydrvfbndecmNa"pbbbb3A. JOINT DESCRIPTION NAIL NAL ~.~5 NAIL BUILDING USE
When a mller te Is used In lau are ridge strap, the number of lod common nails required OTY. SPACING L r[ ACING NOTES BUILDING HEIGHT EACH TOTALS . FT. OF CONSTRUCTI V r
CONSTRUCTION NOTES: "'"d °"daB° ace "•""°"a'xcee°p"bd "'°""be a°°". b'"m°'°ap. RAFTER TO a, WALL: 3-Bd COMMON EACH ME-NAIL f~ AFTER TOENAIL
1). The Information within this set or construction documents N 1 -EI-~ to bask resign 2). RAFTER-TO.WALL ASSEMBLY: TOP PLATE ,D' WALL: 4-11d COMMON RAFTER Inset and timing details. Theym landed as a construction ad, not•wbrba Lateral hambng and dear wall connections for rater, c"al.l.ing or train to by plate Mall be In CEILING JOIST n'WALL: 3Ad COMMON EACH TOENAIL EACH DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND a l0 r
brgwmnly accepted good building prsdlc° and Tiarhphenas with oumm New York scaordnn to tebe 3.3. When a tars, or base do notlaN In line with Mrtls mine, reMn TO TOP PLATE 1O WALL: 4-8d COMMON JOIST State bulk" codes. The Gnml Connector is responsible fa providing standard or bruises ehll be a"achM to the well lop plate and the war by plate ehel be attached b CEILING JOIST TO AS PER TABLE 37 EACH FACE JOIST TOENAIL 1995 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL LL EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS. M955 SECTION AND GENERAL NNOTES
contncden dstala and Prawtlune to anus a prohealomt,tWMeQ structurally th~~e~ by the well M~ inl with uplift oonnecllns. Rope oratlengkq Henke aide of the building PARALLEL RAFTER WON!-BBC LAP NAIL LAP NAIL EAT. BALCONIES 60
sound and a wsetlnrproo!°anpMed product. N W, be I.U.1~ with uplHl °onnecbone In Accordance with table 3.3c. CEILING JOSS LAPS AS PER TABLE 3.7 EACH FACE EACH FACE DECKS 40 LAP NAIL ATTICS w/o STORAGE 10 O W
2). The Demand Contractor 15 responsible for enwmg the sit work and mneructin 3). WALL-M-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EACH FACE ATTICS w/ STORAGE 20 ' O
mssb corns Mani, stab, Homy are load code, admicem and regu lions, 6W. Wall Mrds above and studs blow a Moor Iewl stet be attached with uplm mmnadbns In COLLARTIE AS PER TABLE 3.4 EACH FACE Thus code am to be mnaldend as pad at the specification, for ids buldnp and waterway with table - l3.3b. When well ads above de not fall In me 011h ads balm, the TO RAPIER WFCM-SBC END NAIL END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 S
a1euM be edhend b awn l b vaderee wlh the pen, ache mall be attached in a common member In the floor assembly wrih uplift convectors In BLOCKING O CH TOE, ~.y~ smordanea win table 3.3. TO RAFTER 2_w CQMM~ END NAIL EACH TOE, NAIL (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
3). DimnaMe Mr take pceeadad over auled closings. RIM ROORD EACH END EACH ENO ROOMS (SLEEPING) 30
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: ~~y TO RAFTER 2-IBd COMMON ENO NAIL ~,,,~~,,~,h First ws4 ads shell be cmeacted to the MMall°n, MII plate, or bottom pro* with upit END NAIL STAIRS 40
4).The~eWnghwk~ner has nor been npape for careaucion superWbn and asoumn no contractors. Seel nape shell have1-ay n-oimor _ n embedment of 7 locIn corxamle WALL FRAMING: GAURDRAILS ANY DIRECTION 200
nspnaiORryfor combucen coordinating skin thee plan, nor reopawdlly, for foundation and Wsba gn li 16 Lodes In meemy block foundAms, or Wooed unto NAIL casecrat r man, methods, Ychniques, oscrm oat, a Procedures. or for ably the plate and na d In accordanaswith late 3.3b. When amid straps an lapped under the JOINT DESCRIPTION QTY. SPACING NO NAIL EXPOSURE CAT Y SPACING NOTES LOAD PATH SEE CONSTRUCTON ANDWIND PATH CONNECTION
promotions ate pmpmr In cmreclon wNhthe work. Them am no minorities ter a bottom 13 Inch square wasnea Mail be used with the ender bob. Aakor br TOP PyTE 70 PER FACE PER FACE NAIL (ROOF - U A DETAIL. PAGE & GENERAL PAGE
spedAc use expressed a Implied In the we of these plan, spaalp~l~ayb~ be spaced and abed in accordance to table 3.2s, In addition M apacrng, ,2-1Btl COMMON anchor „MW an to be spaced between 6.12 Inches from the cant of a al plate and all TOPMATE FOOT SEEN FOOT SEE.NOTE 7 NAIUNG SCHEDULE SEE GENERAL NOTE PAGE
6). Rent to the Window and Door schedula for ewi openings. comers. TOP LUTES AT 4 ,Bbl COMMON EA JONTS SIDE W JOINTS FACE EGRESS SEE F1,00 EL6NS AND WINDOW SCH U L EA SIDE NAIL FIRE PROTECTION
al.xcedGeneral smar Cansotor etonspn eat lasnrook, odes. tatl Anprocea mates T15). TYPE I yaide shear shear i3MEARWALL CONNECTIONS: INTERSECTIONS STUD TO 2 24v FA ponch w 12- a a.a p in eal the mthoexterior SND -iBtl COMMON O.C. Nremained ed M wpm ntl common the Irnta.a. et thethe cane edpew r and red i two, and nt with a 7). The b, Gemmil ante bmrywNsser the arms, cower krNl auBin llama 12 and 10'am In nrd an ile M m the lMe cebrnehl iremens t pnel HEADERTO 1M FA gypsum su 24• FACE S OKE de C02 DETECTORS SEE FLOOR PLANS
or FA exceeds meriukxlure'a sPScSuetioue endespYrede atlas. remained Type l with walla minimum of 7/16 O.C. NAIL
wpb as bookcases, Maidnp, entry, doses, , trhna, etc. edges n and 1P o.c. In the bed shall be in in accordance wfth wtth tie length re a mulmm~b specified HOER OER 161 COMMON ALONG EDGES NA It O.C. FACE TRUSS DESIGN N/A - STmNDARD STICK FRAM NSTRUC ON ING EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.b RELEASE 1 }
In table 3.15m-b. TOP OR BOTTOM 2-15d COMMON PER 24 STUD ES R2X4 STUD END
B). Wind kad requirements Mall be take khb amount during wmftcrbn. PLATE TO STUD '3-15d COMMON PER 2w STUD W R2XS STUD NAIL - Q z
FOUNDATION NOTES: Ty"ll~Ida wMhB rmbbSHEARWALL sUllmmMmmgdulmTnea mtade3l5 baaeai"eapPO •1° BOTTOMPLATETOJOIST, : 2-18dCOMMON PER FOOT SEE NC FACE L BLOCKING PER FACE NAIL FOOT SEE NOTE: 1,2
d Mbnintabb3,1M END J OIISTC JOISTOBO 1). TM Gercscal Canhadoraq Mash b resew plans slmlkmA data ntl twee b lengthedjush r END R BLOCKING'
determine Intended heights alanlNad fbm(s) above typical times. 7), INTERIOR SNEARWALL CONNECTIONS: FLOOR FRAMIN :
2). AN brlys to corm undisturbed (virgin) ell. Assumed heacirg 3000pe1 Altawalm aldwwA original pra sled In MA 3.14 M d be pnmlad to be Increased who, NAIL NAIL InYdorshenaeb m used. Sheathing and connection, ohMA be In amcd uce with JOINT DESCRIPTION NOTES OTy. SPACING NAIL 'ACING NOTES y
3). Provide 12' asperwlon J-d_nf-~~lmabdel Lekwen coricrele NMe and abWtlrg 2.4.42 and 224 hsspecili JOIST MM- PER TOE PER TOE CLIMATIC a GEOGRAPHIC DESIGN CRITERIA
concrata a memory wale axudng in elector or unheated Interior areas. S). CONNECTIONS MOUND EXTERIOR WALL OPENINGS. ~~y~~ SILL, TOP PLATE &T GIRDER 4-8d COMMON JOIST NAIL )GIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELO FLOOD 3
4). My now, mrczate wails Header able 3.5. wn erions ail be spi~ed_1with upNa connections In emoNanw BRIDGING EACH TOE being Weaken! b existing mime abucdn miss with IN 3.5. Windom MHl Probe Mal be have OW pamwriom In moardnoe whh table TO JOIST 2-Bbl COMMON EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT END NAIL LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS U
bar YO 04m4w,18'bnga12-am. Use approved epoxy for hadmisan. END NAIL 3.5. BLOCKING EACH EACH TOE EACH TOE MODERATE SLIGHT TO •
5). Undoes otfwnam rued, al alMa an grade b be 2500 pA L. Concrete to be g) CATHEDRAL CEILING ASSEMBLY: TO TO JOIST 2-w COMMON END NAIL µred an 4 inch thick send or growl fill wdh Sid were mean ceYdncing. Interior dabs Where arings is to be used n e slnrahlnd beam, tie men Mall either be nohMr~~e~~tl a~nt~,,, BLOCKING TO EACH TIDE END NAIL 46 LEE. 120 S SEVERE 3 FT. TO HEAVY MODERATE 11-{.• - 41
,.oa to be minimum 3-1/2 krr tdkc snMaM on lop of gas beam or Nora mrraLble nail be attached to each nlterb06go SILL OR TOP PLATE 3 -1nd COMMON BLOCK NAIL EACH TOE
B). Crawl Mote to be provided with a minnum 1 BW4'ascoss opening. Install we along the open crony can of to building. ConecUmw to Sn ridge and well Mail be be LEDGER STRIP 3-lad COMMON EACH FACE LOCK NAIL EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: e~wv~ l~
Bxla mat Iran foudstlon vent for every 150 m. ft. of am. attached wHh the above requirements. TO BEAM JOIST NAIL IOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES eZ N SHEATHING LOCATION
7.Damppoot- NbudaibnwithdhedndrmednprorstllonMOBN DECK AND COVERED PORCH NOTES: JOIS70BLEDGER 3-BaCOMMON JPER TOE PER TOE AT PANEL EDDES SUPPORTS IN THE PANEL FIELD 101ST NAIL 4' PERIMETER EDGE ZONE an COMMON Q M O.C. Etl COMMON Q 8.O.C. SEE NOTES: 1,3
~Y.3. ReManfbl C ank" aastrudlm Dade. A S,mI payethytena Mm Mel in applied over 1). UMW anwwea reed, d Snnkng mineral to be N1 ADO pfrwn hasbd lumber. PER ENO SEE NOTES: 1 (BOTH FIELDS)
the below grade porbh nfededawm pars backilling. All tameness, hengam and .mama to be peNlnbed or minim Neal. BO JOIST 3.1Sd COMMON PER END 7D JOIST JOIST NAIL IOIST NAIL INTERIOR ZONE Ad COMMON Q 6.O.C. an COMMON Q 12' O.C. NOTE; 2 FOR PANEL FIELD L~
B). Damp as per section R405 of N.Y.S. Resldenel Conduction Code. 2). Glydm for detainees b be bob~d ySo~ ~ea~ch Past With wrhm and rim, SILBLMOATOPTM: 2-16d COMMON PER SEOENEL' Grimm an comes pen WWI be smhcaed whh paper steel connective; amhead PER TOENAIL GABLE ENDWALL RAKE AND RAKE TRU58 anCOMMON QI'O.C. 6tl COMMON Q4'O.C. SEE N07E5: 1,3 (Q L OOT SEE NOTE:1
FRAMING NOTES Into corms with a minimum 10 die x7- by ember boa with waNIDn anti nub. NOTES N N7
1). AN hambg techniques and ~methods as prescriptive deep of I ME SBC High Wind 3). Pasts supporting gkderm Wll be ordered b a 125c2712'thla mnrae loming. JOINT DESCRIPTION NAL " NAIL NOTES ITES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
Edition Wood Franwg Canbchon Manel, QTY. BPACING Use a miotmum 112-did x 7' brag anchor bolt will waam wW nub. Footings Shall PPPROVED AS NOTED 43
2). Unler alhawhe naad, ell /ranting and abum°N wood masdei ta be l2 a SM. be 3 R balm grade. Carchete plan to be used with all oceeNdadn with mob or porgube. STRUCTURAL PANEL Im AS PER T_ BLE 3.6 1). For and NMwlkgwNhIn bfeet of mw parkruderedge of arms ud,Intlutlhg 4lwtan each sNbdoe loot belhx><padimlradge edge zone ebdlmenb required eheh be beuse~ed.
Douglas Fir. 4), Deapee to tow blocking at aD a.m. ~~y~ CEILING SHEATHING: DATE
3). Flom, walla, Callings and mfns to be special a 16 lnche me. unless noted 5). A minimum of 10 inch Seahino aluN be inroad bekwn tin bulling and led2w. NAIIL NAIL obwndee. JOINT DESCRIPTION NOTES 2). Twbulwe121nch O.c. rll wpwdng unwlrming adwdwa br,Ml euhmiwng mmbrwdh G>0.49. W For framing member, with <0.12<G<OAg, fir me spring else be reduced b S Indio o.c. 3) BY tl
Ledrerede tasfacxW bbWlddg with lYl'db. base with weahenand nub DTY. SPACING NOTES FEE 44~~- 3).Teeu44d4lnmoanoNspedngurimuwhumlrgbim4rlfNufr,nkGrnwbrwwNl G'0.4g.R0TIFY BUILDING DEPART MEN'.
4). Unease agxrwlea nett, all basring wait headm to be (2) 2x10#2 a BTR, Doug. Fr. w"°• ne••°' I GYP3UM red ~LL_RS 7. O.C. EDGE Beene coil headm b have (2) lack odds and (2) dl Ii ends r,nds an each side Ball a). DarlMate pith shah b•mlNmumaabovepada. Dwmhg member, wish DA2<G<OA9, 6w rr,3 Spacing "I be reduced b 3 Inchm O.C. 765-1802 8 AM TO 4 PM FOR
v WALLBOARD f0"O.C.FIELD pairings. LVL beam to have (3) Jack add, and (2) full l shift an each ore of WALL SHEATHING: FOLLOWING INSPECTIONS
oonkyo.Reahy wall condWo ache eel ebo how (2) wkmc all pent for 2a4 wall 7).AI)NebbbewpportedwM ngaserawd .Sam hWNeIINMCbnaMrw mommas between Pl on° 6D and 2rB wd openings bekwn 5111 ore Sng. Provide Ike to girder(s) JOINT DESCRIPTION NAIL NAIL NOTES 1. FOUNDATION-TINOREDUIRE
end blocking when applicable. OTW. SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOA nCSOR POURED CONCRETE Y9alGH - FRAMING, PLU"3BING,
5) AS lush beimeeadento be Inspired with Wavy duty pavlnlmd random and B) Cowered Rosh shell be esasmbled end ormhwed lb sewa marm as • typical baling. STRUCTLIRAL Bid COMMON AS PER TABLE 3.8 3.9 SHEATHING LOCATION NAIL SPACING NAIL9PATS IN AT INTERMEDIATE N&WPPING,EL CTRICAL&CAUI-
anmmwhmappliableto d=maffisto PLUMBING NOTES T/roes YO.C EDGE AT PANEL EDGES SUPPOpfTS IN THE PANEL FIELD
a). Double up floor piab under wallsBracon oraralbthefloor and u ndarbamme. 1). Al water supply, drainage PLYWOOD atlCOM140M WD.C. FIELD pat and endybbebaWled as peN.Y.S. Residential PEDGEZONE Ild COMMON Q 6.O.C. Ed COMMON Q 12.O.C. SEE NOTES 1, .F H CTION&ELECT^i NOTE 2~OR TE FOR CO
Fpga s hew amml°M IrMalled Mel be whirred for proper toed capacity arses noted Conlntdbn Code. oa. GYPSUM 5d COOLERS r O.C. EDGE mcalm. . ous INTERIOR ZONE MCOMMON Q 6.O.C Ed COMMON Q I2.O.C. SEE Tp,ICTIn SHALL MEET TI' 0
NOTES P ,OYp F:MENTS OF THE CODES r
for 2>.vedyepec.yaermwinh""Engineer 'asr"dN`cax''"eannDepositors 'ppr°"L WALLBOARD 1DO.C FIELD 7). Powdedainpmdlg In loorloalaQO o.c.. Use ooboGlrng In amrw FLOOR SHEATHING: under rhwinp web. 3pjp If wall sdpudeib bmdnp anted psbsb probed ndaeworn tie stutter. Vm~fywhh _ lhe DBCRIPTION QT S ~ NOTES work a). Provide keurotl°nbeAtesstewwmsbeteeasnders.Instal drult ikingn stab code ndmnufeabrnertamm~nteconfarmaximumhole size and spaMippemtited. [1;0IUNCT ; PIE N~ I FF''P~ NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0LS1(,NCR'UN[,
TUpALPANELS d"O.ACINGE 1).FO "Il•r.wrgwlmin4bgdm.mmer,.6.4root.op. atbamk.dr,ydlrn . RETAIN STORM WATER RUNOFF T be used. PURSUANT TO CHAPTER 236
needed HVAC SYSTEM NOTES roRLEgs BdCOMMON 12- o.aFELD B). Unions Mane,road, all radio and walls to have a minbnum 12'111 4-ply Fir [2WAC nil pplibi coda and sal NOTES:
COXexlnoramalift grade plywood. Plywood b cover over plebe end linden. edemerlbmnbeaor ta reepmelbte faedlead bale b10). U-relter otterwea read rNYa 3,N'thla TSG PTS Fk orAtlvaaah plywabo audbor THESE NOTES ARE ONLY TO BE REFERRED TO IF 2).Tebutetwd 121nch O.c.nN wpwdng eeeumew she" shaped to egM hemhV membre with 0 NCODE. ' GAA9. For sending n•mbre with 0.42<G<, Ina nell spedrgw when be educed to h InMU o.c. QF NEW r
edhe1ry with PL400 amseiva-ry abased b fimoels. FSehed lbor to baselM whconrtarlsb NAy aoatleeta ail system ata entllmulmm~h wm Nor MENTIONED IN 5CHEOULE NOTES ONLY. over subloor a per manlaci Instrclbe. mentsupMa 3). For exterior panel edhg, gwMdud box nwlte"be prmllbd to be substituted fr minngn nele.
1). _NNlkp raqulmrenfM m bard or wY mhaalixkng a
11). All batlaoom wete to hm l/r Mast MaIMM nktB l alasboob. Gwfps WAS and 3). HVAC submnheobrtu pmvaa final system layoutdrasbg wa WbmN It to the GMerel MlbOerm.onYret mslanal NQ(p ttwall easMMp ~+F
callings end awxhxnacebheve 5A'Mlctc ryp?x healrah. AN OMx pas of bulH CararwwalcwrarforNrsalrrvlewaMappmval. Is halted 3' ancxner at the PMM edp to Man hWW ahm regular 1/funcelat ham AN waasbaswxsas finished. sembxeabeN M I o t~~f r05261~t~),Al
doub re am«wd. for .wmn'I ELECTRICAL NOTES: mrnbam alubd, or arsllsensef rarxsecLnl f j E,1[AWELECTMCAL
12). AN roof YAM s pitch tax than 4:12 ahll he Installed with an Ire 6 Water bwrter or 1). AN alxldal to he Installed as per N.Y.S. RasNentld CanasucNan Code. much as sheer plats. alert be used! to maintain load pert.
sppmw d oqml. FM =6 shill be applied with a Mbwgaas asas Meet with an EPCM 2). When wall ahssthetp Is oantlnwaas over connected torah dawn type maaasl over. 2). AN electrical work Idea be sppmed by a "Mad llnMwrasr. no mMn,tbe abutead number off nalte Mal be "Ited
13). AN sill ptelr arts wood In contact wish carat to be pressure heated. SNI plates to 3). Maltl Snake dsbcEna AM Carbon MMuXIds daaoEaa thropOW AS per session R317 b le aduued bi - led pall per bat.
be bawled wbh a foam all gasket and aap'r-lex tmmb shield or spproved equal. of N.Y.S. Ras tlanlN C.arateX110r1 Coale.
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CONSTRUCTION DETAILS Cx, WIND LOAD PATH CONNECTION DETAILS WIND RESIN VIND RESIST ANT CONSTRUCTION CONNECTORSi
CONNECTION LO( JECTION LOCA _TON: PART NUMBER: NOTES:
RIDGE-TO-RA )GE-TO-RAFTi_RS LSTA24 APPLY TO EACH PAIR OF RAFTERS pW
RAFTER-TO- ',AFTER-TO-WALL RT20 APPLY TO EACH RAFTER °
NOTCHED RAFTER RAFTER-TO-f AFTER-TO-PLATE RT15 APPLY TO EACH RAFTER t o i USE WITH SPTH4 CONNECTOR a tp
RAFTER RIDGE PLATE-TO-WAI
j 1TE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD LL
RIDGE 2ND. FLOOR WALL-TO-1 WALL-TO-1ST. FLOOR WALLKLFTA OR MSTA36 APPLY TO EACH WALL STUD ~p°~ t4
HEADER-TO-JA( )ER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD 1'
CRIPPLE STUD-TO -E STUD-TO-I-IEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD c
SHEAR WALL HOLDDOI ILL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END =
1ST. FLOOR-UNDER- )OR-UNDER-S LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE
nTQAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING _ USE WITH 3' SQUARE WASHERS
USE THE FOLLOWING OR FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE", MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
L
RAFTER PROVIDE 112" SPACING BETWEEN THE END STUD
AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION Z
ANCHOR BOLT CORNECTION FOUNDATION 515' DIA. ANCHOR BOLT
RAFTER FOR ALLOWING HOLDDOWN INSTALLATION CONNECT CORNER STUD SUPPORT ND MAAIMUMSPACING y
TOP PLATE T0TRANSFERSHEAR CRAWL SPACE ORFOOUNOATION ISTORY TaDO (Q
~ TOP PLATE ~ FASTEN WITH (2)16d SILL PLATE TOFWNOATIR
' COMMON NAILS( aj 6' O.C. CRAWL SPACF OR FOUNDATION 7STOR ES 3T OC S WALL BOTT UB-0NE TAO FFOUNDATION -2STRIES Br OC U
WALL STUD
WALL STUD SIDEWALL ENDWALL USE WITH 3X3 SQUARE WASHERS
(USP LBPSSB OR 1313583)
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER -C Ll CORNER CONNECTION
QL N
2ND. FLOOR WALL FLOOR WALL STUD KING STUDS
la
2ND. FLOOR 2N0. FLOOR PLATE CRIPPLE STUD N SUBFLOOR
WOOD JOIST SUBI RIM I RIM BOARD HEADER r. 0
i
BLOCKING WOOD JOIST
1 ST. FLOOR TOP PI 'LOOR TOP PLATES JACK STUDS W
GIRDER/HEADER
WOOD GIRDER WOOD JOIST 1ST FLOOR WALL FLOOR WALL STUD
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADERI i
TYPICAL MULTI-STORY CONNECTIONS
1ST. FLOOR WALL STUD
1ST. FLOOR PLATE E
SUBFLOOR IR SILL GASKET
WALL STUD WALL STUD O RIM BOARD ;D ® & TERMITE SHIELD i
BOTTOM PLATE BOTTOM PLATE E DBL. SILL PLATES ® F N,w
BATHTUB SUB FLOOR DOUBLE SILL PLATE ^ (TO OVERLAP JOINTS) F~9CH~ QA
DOUBLE JOIST DOUBLE JOIST A
rvunv„ i iun vn„LL L
° FOUNDATION WALL ° + r9 «
_ - o, o my i
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST FLOOR TO FC FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING
PR~FAL~ f~A~l tc 2
Eileen 5antaora - Residential Designer J0"ph Fbch'' FE
1725 Hobart rw - SvidwK W 11971
631-734-2794 Cutrhogue, NY 931.705.2M4
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L~'atUr3~r10 14`M 241'
- OIVI WINO NUMCER, /14
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Eileen Santora • Residential De64ner M Jo"ph HOW$ Sm*dA NY IM
631-734-2794 • Cutchogue, NY 631-76&2M4
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