HomeMy WebLinkAbout29195-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-29428 Date: 05/08/03
THIS CERTIFIES that the building ADDITION
Location of Property: 3430 BRIDGE LA CUTCHOGUE
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 85 Block 2 Lot 2
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated FEBRUARY 1, 2003 pursuant to which
Building Permit No_ 29195-Z dated MARCH 6, 2003
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 REAR ENTRY WAY ADDITION TO EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to LEONEL & ELENA PALENCIA
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
ori ed S' nature
Rev. 1/81
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. 29195 Z Date MARCH 6, 2003
Permission is hereby granted to :
LEONEL PALENCIA
38400 COUNTY ROAD 48
SOUTHOLD,NY 11944
for
CONSTRUCTION OF A REAR ENTRY WAY AS APPLIED FOR
at premises located at 3430 BRIDGE LA CUTCHOGUE
County Tax Map No. 473889 Section 085 Block 0002 Lot No. 002
pursuant to application dated FEBRUARY 1, 2003 and approved by the
Building Inspector to expire on SEPTEMBER 6, 2004 .
Fee $ 150 . 00
ut rized Signature_.
ORIGINAL
Rev. 5/8/02
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:
L 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 10io lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00. Accessory building$25.00, Additions to accessory building$25.00, 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 Pref-existing Building: _ (check one)
Location of Property: 1 5 �' ( C/ e tj 1 C 11 0 —y ct e I
House No. Street iHanilet
Owner or Owners of Property: Z9 ( f C(�7 ✓VLi
Suffolk County Tax Map No 1000, Section Block Lot .
Subdivision Filed Map. Lot:
Permit No.� Cr 5 Date of Permit. ! . C� Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ c�
C" .1 ell 1 q // C
Applicant Signature
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... J ;'•.' AMENDED NDV.9.19 2
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='JAs.,%N'E_EDM714EGEeEWP INT 5AVINGS
•RODERICK VAN TUYL,P.C.
✓.TA "�FiP 1',�Tq+�C;7� �cr_ LICENSED LAND SURVEYORS
GREENPORT . NEW YORK
.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST ( ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACEA CHIMNEY
REMARKS:
1
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71v03 S ECTOR
M-lW2
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY
REMARK
Geo
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DATE D. INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ATION
[ ] FRAMING [ INAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
DATE S k-3 INSPECTOR 2
FIELD INSPECTION REPORT DATE COMbIEM
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FOUNDATION(1ST)
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FOUNDATION(2ND)
7 71
2
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ROUGH FRAMING& y
PLUMBING
INSULATION PER N.Y.
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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TORN OF SOUTH0,6D BUILDING PERMIT APPLICATION CHEC LisT
BUILDING DEP.aRTNIENT Do you have or need the tollowmu, b;fore applyins:'
TORN HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 iSuney
v ww. northfork.net/Southold/ PERMIT NO. Check-:tL
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 6 . --0 3 Contact:
approved . 20_3_ Mail to:
Disapproved a e
Phone: 765- 65 Hol
Expiration -, 20 76Y- LlkG�- lb.
Building Inspector
APPLICATION FOR BUILDING PERMIT
I Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 applicaron may not be conunenced 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 an} 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 conunenced 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. pp
-7 /01/cc r i
(Signature of applicant or name, if a corporation)
P& 130A 5'6S &-oni� N•/ //ys ? '
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises Le-t)fr e- I [ e-/ -7 fA/(- YJ(7 J-� -
(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. 4�--I e,�2 6 �Cl I eW L iC/
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of laird on which proposed work will be done:
i�Number Str, J Hamlet
County Tax Map No. 1000 Section 2,57 Block ;. Lot
Subdivision Filed Map No. Lot
(Name)
r -
2. State existing Lyse and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ®DL—Ca yl<
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition _Alteration
Repair _Removal_ Demolition Other Work
(Description)
4. Estimated Cost cop 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 Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front C Rear_ Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
a
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_
13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES—NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal .vetland or a freshwater wettand? *YES NO_
* IF YES, SOUTHOLD TOWN TRUSTEES R 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.
STATE OF NEW YORK)
SS:
COUNTY OF )
Z2
15/C-17 A 9,'c 6 i GL- being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named.
(S)He is the C Gf!)? 'C Y
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this—
j/ day of f 20 03
Nota - ublic Signature of Applicant
ELIZABETH A STATHIS
NOTARY PUBLIC,Stateof New York
No.01ST6008173.Suffolk County
Tenn Expires June 8,20QJ20
I'FCCIIPANCY OI3
GENERAL CONSTRUCTION NOTES I� EI� ICUANCY � X
�.dII�IZiIIY CERTIFICATE X Us
APP,ROVEDASNOTED o � �
OF OCCUPANCY PATE: B.P.# I FJ� w
Th
NAILING SCHEDULE FEE: By: Ib LC) Z
CONSTRUCTION NOTES: WIND FRAMING NOTES
NOTIFY BG DEPARTMENT AT L
1).The'mformmtion wdhm[his set of consWclien documents is related to basic design 1) RIDGE-TOFRAFTER ASSEMBLY ROOF FRAMING: 765-1602 9 AM TO 4 S: FOR THE on 0 a
intent and framing details They are Intended as a construction aid not a subslilule 1-1/4"x 20 gauge strap shall be attached to each part of rafters in accordance to table 34 JOINT DESCRIPTION NAIL NAIL NOTES CTIONS: ❑ rUi1 O O
. lofigenerally accepted good building practice and compliance with current New York When a collarue Is used In leu era ridge strap the number of 10d common nails required QTY. SPACING ALL CONSTRUCTION TO BE IN COMPLIANCE WII�fFBBYY'MCIHtl - TWO REQUIRED
Slate building codes The General Contractor is responsible for providing standard In harm end of the collar tie need not exceed the tabulated number of Bd nails In the strap RAFTER TO B'WALL 3-8d COMMON EACH TOE-NAIL STATE RESIDENTIAL CONSTRUCTION CODE ANCRORMBURED C NCRETE
construction detalls and procedures D unsure aprefessionally finshed,stmcbually TOP PLATE 10'WALL'4-8d COMMON RAFTER HIGH WIND EDITION WOOD FRAME CONSTRUC2D000MWIJ/RR ING & PLUMBING
sound and a weatherproof completed product 2) RAFTER-TO-WALL ASSEMBLYCEILING JOIST RWALL.3-8d COMMON EACH
Lateral framing and shearwall censorious for rafter,ceiling or truss to top plate shall be In TOE-NAIL z LI U
21 The General Contractor responsible for ensuring that all work and construction accordance to table 33 When arafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10'WALL 4-8d COMMON JOIST 4. FINAL - CONSTRUCTION MUST O
meets current federal,state,county and IDcal codes,ordinances and regula0oes,etc, or trusses shall be slashed to the..It top plate and the wall lop plate shall be attached to CEILING JOIST TO AS PER TABLE 37 EACH FACE BE COMPLETE FOR C.O. U
These co des are to be considered as pan of the specifications for tixs building and the tothe wall stud with uplift connections Roofs overhanging the rake side of the bmidmg PARALLEL RAFTER WFCM-SBC LAP NAIL ALL CONSTRUCTION SHALL MEET
should be adhered to even If in variance with the plan shall be connected with uplift connections In accordance Win table 3 Be ~ Z r
P CEILING PARTITION
AS PERTABLE 37 EACH FACE THE REQUIREMENTS OF THE N.Y. Q W g Z
OVER PARTITION PER TABLE LAP NAIL IY ❑
3).Dimensions shall take precedent over scaled drawings 3) WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 34 EACH FACE STATE CONSTRUCTION d ENERGY W W W
(DO NOT SCALE DRAWINGS) Wall studs above and studs below a floor level shall he attached with uplift connections in TO RAFTER WFCM-SBC END NAIL CLIMATIC t GEOGRAPI-AC DESICshF 'bI ORTARESPONSIBLE FOR F- Tn o 7
cmdmnce with table 3 36 When wall studs above do not fall in line with studs below,the J
4).The designer has not been engaged for construction supervision and assumes no studs shall he aifached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Bit COMMON EACH TOE GRO.ND WIND sEI6Mle FRO5T P-000 RS QOf
�_N
responsibility for construction Coordinating with these plans,nor responsibility for aLrerdanLe Wllh lab¢3.3
TO RAFTER END NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN IJNDERLAYMENT HAZARDS LL O
tussiculation means,methods,landrom es,sequences,or procedures,or for safety RIM BOARD EACH END LOAD mPFD CATEGORY DEPTH TEMP. RF-0wRED Q m =
r aubons and r In connection with the work There are no warranties for a 4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON Z U
pec programs or ) TO RAFTER END NAIL MODERATE sLiGHT TO U p
specific use expressetl or implied in the use of these plans First..If surds shall be connected ID the foundation,.,If plate,or bottom plate wkh upbfl ♦5 Les. Iso a SEVERE 4 Pr. n NONE - O Z co F
connectors and
slab-on-grade
straps rshallade have 5inches
in
embedment f ondatoninches m concrete WALL FRAMING: TO HEAVY MODERArE
51 Refer m the Window and Door schedule for exterior openings foundation and slab-on-grade, 15 inches In masonry block foundations,or lapped under NAIL
I_' LUthe plate and nailed in accordance with table 3 3b When steel straps are lapped under the JOINT DESCRIPTION QTV SPACING NOTES Q J M 0
6) The General Centimeter is to ensure that masonry or prefabracled fireplaces-meets bottom plate,3 inch square washes shall be used with the anchor bolls Anchor boll Q
TOP PLATE TO PER FACE NAIL
or exceeds manufacture's sPecircaiions and applicable codes Sucher Ismar spares and sized W accordancees from 32e In addition to spacing, TOP PLATE 2-16d COMMON FOOT SEE NOTE 1 DETAILS AND REQUIRED INFORMATION: Q d
anchor bolls are to he spaced between 6-12 Inches from the end of a Sill plate and all
7) The General Contractor is to consult with the owner for all built-in Items tamers TOP PLATES AT q-16d COMMON JOINTS FACE OCCUPANCY CLASSIFICATION: R-3 RESIDENTIAL
such as bookcases,shelving,pantry,closets,hums,etc INTERSECTIONS EA SIDE NAIL
5).TYPE IEXTERIOR SHEARWALL CONNECTIONS' STUDTO 24" FACE OCCUPANCY USE(S): DWELLING m0
8) Wind load requirements shall be taken Into account during construction Type I exterior shear walls with a minimum of 7/16 inch wood structural panel DR the exterior STUD 2-16d COMMON O.0 NAIL
attached with Bit common nails at 6"o c at the are edges and IT o c In the field,and 16'O G FACE BUILDING HEIGHT 10-7-1/2'
FOUNDATION NOTES: ill inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.al panel HEADER TO 16d COMMON
1) The General Contrarian and Masan to review plans,a evahons,details and nates to edges and 10"o c In barred shall be in accordance with the length requirements speciHEADER ALONG EDGES NAIL
red S.F FIRE AREA- 1ST. FLOOR. XXXX jp
in
315.-b TOP OR BOTTOM 2-156 COMMON PER 2x4 STUD END S.F. FIRE AREA-2ND. FLOOR XXXX Y N
determine intended heights of finished remit)above typical grade PLATE TO STUD 3-166 COMMON PER 2x6 STUD NAIL U a?
6) TYPE II EXTERIOR SHEARWALL CONNECTIONS S.F. FIRE AREA-GARAGE XXXX ] m
2) All footings to rest on undisturbed Picts sell BOTTOM PLATE TO PER FACE NAIL TOTAL FIRE AREA S.F. XXXX ~ m
( 9 I Type II exterior shearwalls shall meet the regmrements of table 3 ran-b times the appropriate ue it
len Ili ad uslmenl factors In table 3.16 FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE.1,2 m
3) Provide 1/2"expansion joint material between concrete slabs and abutting g I END JOIST OR BLOCKING DESIGN CRITERIA PRESCRIPTIVE DESIGN Q
concrete or masonry walls occunng in exterior or unheated Interior areas 7).INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING:
Allowable sldewall lengths provided In table 3.14 shall be permitted to he Increased when FRAMING ELEMENTS. REFER TO FLOOR PLANS
Any new concrete walls being attached to existing concrete structure snail Interior sheonmWIs are used.Sheathing and connections shall he In accordance with JOINT DESCRIPTION QTY SPACING DEIGN LOAD CALCULATIONSREFER TO PAGE:2 NAIL NAIL
he NOTES LL
he installed with N4 re-bar,ie^Ion at o.u.Use approved epoxy for installation '
9a PP 244.2 and 224Respectively Y
JOIST O 4-Bit COMMON PER TOE
5).Unless otherwise noted,all slabs an grade to wire
a2500
maps Concrete to be B).CONNECTIONS AROUND EXTERIOR WALL OPENINGS' SILL,TOP PLATE OR GIRDER JOIST NAIL WINDOW/DOOR SCHEDULE: REFER TO PAGE XX a O
poured on 4 inch(hick sand or gravel fill with 6x6 cove mesh reinforcing Interior slabs Header motor girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O y an
to be minimum 3-1/2 inch thick with table 3 5 Window all plates shall be have steel cennecmrs in accordance with table To JOIST 2-ad COMMON END NAIL LOAD PATH (ROOF TO FOUNDATION): REFER TO PAGE:2 = W m
6) Crawl spaces to be provided with a minimum 18"x24"access opening Install one 35. BLOCKING 2-ed COMMON EACH TOE NAIL SCHEDULE: THIS PAGE F Z ex
6x16castlmn frundaimnvenl forevery 150s ftof.m. TO JOIST END NAIL Ce m
'7 9) CATHEDRAL CEILING ASSEMBLY MEANSOF EGRESS: REFER TO WINDOW SCHEDULE 0 N
Where a ridge Is to be used as astructural beam,the rafters shall either be notched and BLOCKING TO EACH TOE _
3-16d COMMON Z
7) Dam widen tial Construction
uction tiod with bituminous coaling as per section R40lied ever
anchored on lop of the beam or slope connectors shall be attached m each rafter-te-ridge SILL OR TOP PLATE BLOCK NAIL PLUMBING RISER DIAGRAM. REFER TO PAGE'XX M
N.V.S.Residential Constmc[ien Code A 6-mil polyethylene film shall be applied over along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE
the below grade potion of exledor walls prmrto badmIling attached with the above requirements TO BEAM 3-1do COMMON JOIST NAIL FIRE PROTECTION LOCATION REFER TO FLOOR PLANS'
8) Drainage as per section R405 of N V S Residential Construction Code DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bit COMMON PER TOE
TO BEAM JOIST NAIL TRUSS DESIGN DRAWINGS NOT DESIGNED
FRAMING NOTES 1) Unless offromme noted,all framing material to be 41 ACQ pressure treated lumber BAND JOIST 3-1bit OMMON PER END ENERGY CALCULATIONS XX
1 All framin technl d methods as rases live desi n of 1995 SBC HI h Wlnd All fasteners,hangers and anchors to be galyinceed or stamless steel TO JOIST JOIST NAIL
g ques an reasonably. g g
PER TOE NAIL
Edition Wood Framing Construction Manual 2).Girders for deck joists to be(2)2AD,belted to each post with washers and nuts BAND JOIST TO 2-16r1 COMMON
Girders on concrete piers shall be anchored with proper Steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE 1
2) Unless otherwise noted,all framing and structural wood material to be 112+STIR into concrete with a minimum 112"do x T'long anchor boll with washers and nuts ROOF SHEATHING:
Douglas Hr NAIL NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
31 Posts supporting girders shall be anchored to a 12X12"x12"thick concrete footing. JOINT DESCRIPTION QTY SPACING NOTES
3) Floors,walls,catlings and rafters to be spaced at 15 inches o c unless noted Use a minimum 112^dta x T'long anchor boll with washers and nuts.Footings Shall SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
Otherwise AS PER TABLE 38 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
be ft,below grade STRUCTURAL PANEL Bit WFCM-SBC
4) Unless otherwise Rated all bearing wall headers to be(2)2.10 42+9TR Doug.Fir 4'PERIMETER EDGE ZONE ed COMMON @ 6"O C ad COMMON @ 6"O.0 SEE NOTES 1 3 P4
4) Deck joists to have blocking at g'0 OUR SEE NOTES 1 (BOTH FIELDS)
Botched wall headers ID have e(3)lack
studs and d (lull length studs on each side of all CEILINGS INTERIOR ZONE Bit COMMON @ 6"O C Bd COMMON @ 12"O.0 W
opemngs.LVL headers[o have(3)lack studs and (2)full length studs on each side of NOTE 2 FOR PANF1 FIELD
openings.Bearing wall window sills shall also have(2)window sill plates for 2xA wall 5) A minimum of 10 inch Bashing shall be Installed between the building and ledger. JOINT DESCRIPTION NAIL - NAIL NOTES
openings between 4'1 and 6D and 2x6 well openings( between 5'11 and 8'9 Provide fire Lodger to be fastened m building with 1/2^dta bolls with washers and nuts QTY. SPACING GABLE ENDWALL RAKE AND RAKE TRUSS fid COMMON @ 4"O C ed COMMON @ 4"D C. SEE NOTES 1,3 'Z
and blocking where applicable. where needed GYPSUM Sd COOLERS ] OC EDGE NOTES W
WALLBOCARD SHEATHING:
FIELD U
5) All rush beamslheaders to be installed.10, heavy duly gt lymm.d hangers and 61 Concrete piers shall be a minimum 6"above grade WALL DHEA IiHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY yJ
anchors where applicable to all connecting joists 7) All joists to be supported with hangers and anchors Each Joist shall also be anchored F
to gndogy) JOINT DESCRIPTION NAIL NAIL NOTES 1) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side ofthe roof pealr,
6).Double up floor joists under walls that run parallel to the I1Gm JmmA and under bathtubs QTY SPACING the 4 foot perimeter edge zone aflachmenls required shall be used 94
Floors to have ceramic the Installed shall be verified lot proper load capacity unless noted B) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL Bit COMMON AS PER TABLE 3.9 O
In atlached to rafter/truss framing in with G>049.
on plans. PANELS _ WFCM-SBC 2).Tabula[ed 121nch o.c.nail spacing assumes sheath g g O
PLUMBING NOTES 7116"OSB 3'O.0 EDGE For framing members with<042<G<049,the nail spacing shall be reduced to 6 inches o c a
7).Pmvlde footing
walls ging in Ooorloisls at 8'O e c Use solid blocking In rorrJoisls 6d COMMON w
under all bearing walls 1) All water supply,drainage and venting to be Installed as per N V 5 Residential PLYWOOD 6"0 C FIELD fro Tabulated 4 inch t c nail spacing assumes sheathing to rafter I truss framing members with G>049 For
Construction Code. GYPSUM 5d COOLERS 7" O C EDGE framing members with D 42<Gc049,the sell spacing shall he reduced to 3 orches o c o�
B).Provide insulation baffles at have vents between rafters Install draft blocking as WALLBOARD iD"0 C FIELD
needed 3) Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: �W
9) Unless otherwise noted,all roofs and walls to have a minimum ill"thick,4-ply Fir 3) If wall studs,plates or joists are cutout during installation for any plumbing related work, NAIL P=NAIL
Qox enener sheathing drama plywood Plywood to reyhr over platen and headers preside adequate binning and plates to protect and serene the rtmrlDre Verify With fllC
JOINT DEBDRIPr1°N QTY SPADING NQTEB WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
stale code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O C EDGE NAIL SPACING NAIL SPACING AT INTERMEDIATE
10) Unless otherwise noted use 314"thick T&G PTS Fir or AdvaMech plywood subfioor p'OR LESS fid COMMON 12"0 C FIELD SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
adhered with PL400adhesive and screwed to floor Joists Finished near to be installed HVAC SYSTEM NOTES O
over Surgeon as per manufacture's instructions 11 Mechanical subcontractor is responsible for call to all applicable codes and safely NOTED. 4'EDGE ZONE 8d COMMON @ 6"O C ed COMMON @ 12'O G SEE NOTES 1,3(BOTH FIELDS)
NOTE 2 FOR PANEL FIELD
11) All bathroom..If.to hay.1/2"thick mois moDarlsorn sheelmck Garage walls and requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF INTERIORZONE 8d COMMON @ S"0 C fid COMMON @ 12"0 G 1 SEE NOTE 3
catlings and Dyer mumae to have 518"fork lype-x sheefrorh All other pans of building 2) HVAC subcontractor is to fully coordinate all system data and requirements withthe MENTIONED IN SCHEDULE NOTES ONLY NOTES
to have regular 112"sheetrock All walls to be taped and finished, equipment supplier
12 All roof with a itch less than 4 12 shall he installed yolk an Ice&Water banter or 11 Nalhng requirements are based ..wall sheathing
p 3) HVACr ando owner for
provide wan system layout rowing and submit it to the General nailed 6" 3D mer-ten at the panel edge.If wall Sheathing THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM Contractor and owner lornnal review and approval is nailed 3"on-renarat the panel edge ID eructs higher
torch down type material over r+ O shearcapacities,sating requirements for structural 1) For wall sheathing within 4fast of the comers,the fact surge zone attachment requlremenls shall
13 All sill tales and wood in vonfacl with concrete to be pressure treated 5111 laces iD ELECTRICAL NOTES: members shall be doubled,or alternate connectors, be used
P p P such as shear plates,shall be used to maintain load path. \
be Installed with a foam sill gasket and cop-r-lex termite shield or approved equal 1) All electrical to be Installed as per N V s Residential Construction Code 2).Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with
2) When wall sheathing Is continuous over connected G>0 49 For framing members with 0 42<G<,the nail spacings shall be reduced to 6 inches o c
2) All eiectncal work shall be approved by a qualified Underwriter members,the tabulated number of nails shall be permitted Iq CN
to be reduced tot -16d not perfect 3).For exfenon panel siding,galvinrzed box nails shall be pamulted ID be substituted for common nails \` I
3),Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 � ` 1 0
of N YS ResideD6a1 Construction Cade. \ o
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�J a
SEE NOTE:2 ROOF ^ o
x
ASPHALT ROOF SHINGLES ry 0 N
DOUBLE LAYER I5#FELT UNDERLAYMENT
1/2"4-PLY FIR CDX SHEATHING °-
2x6 2+BTR FIR RR @ 12"OC
Id RT7 RAFTER TYDOWN EACH RAFTER 19 c7lu
m m
z z
t2x6LEDGER T EXTERIOR WALL.VINYL SIDING-15#FELT
1/2" COX SHEADTHING
2x4#2+BTR DOUG FIR @ 16"OC
o z W
SILL: SILL PLATE o NOTES: 9 z }
2x4 ITTALUMINUM FLASHING W J z
FOAM SILL SEAL & REFER TO PAGE 1 WIND FRAMING NOTES FOR PROPER ASSEMBLY. p
ANCHOR BOLTS 6'OC & W — W W
® 1) USE USE BRAND ADS5 HOLDDOWN CONNECTOR IN EACH CORNER H LU p
wh 1'OF EACH CORNER W
0
-_ - AND OPENING OF STRUCTURE Q � p (D
/ O
2). USE USE BRAND TMU26 SLOPE WALL CONNECTOR TO ATTACH Q m 2
i 'IIIIIHIIIIIII II�IIIIIII�I IILIILIII1111�1 RAFTERS TO HOUSE z O CJ
EXISTING WALL- = III—III=III=III=III=III=III-1'' 0 z M
INSULATE WITH i Z Z111=11 —LII=III=111=11LT-' 3) USE USP BRAND RT20 TY-DOWNS TO CONNECT RAFTER TO WALL STUDS. H LU dt
R15 INSULATION / -'lll 11 llrllrlll11 Irl p Q U
1/2"SIR BOTH EXISTING III=III-III=III=III=" 4). USE USE BRAND LSTA18 FLAT STRAP TO CONNECT HEADERS TO JACK
SIDES j FOUNDATION -'III=III=III=III=III=' STUDS Q 1L
WALL 111111 IIIJII111111111-"
II1111 11111 111 t 5).INSTALL MIN. 1/2" DIA.x 7"ANCHOR BOLTS 46" O.C. m
CROSS SECTION B-B O
=III= SCALE: 1/4"
Y Ep
U EE
f N T
rn
TYPICAL lXJ SLING EXTERIOR WAL- a M
J"51OINE C
S
Al NE
ELRRI
Al
OARRIER
IAP
9 I5a
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15^EEL T VapOR BdRRIE2 :iii BCZOY pL1iE Y
J:4 PT SILL PLATE CN TERMITE SHIELD GA5¢ET a 0
WEATHER TI.W1 CALI M sTENEO TO PCWNMA71CN WALL WITH O } m
112 EIAII ANCHOR eoLTs AT 6 o C
C?
5" CONCREE WALL WITH��JI111 - ° �______________________ O N
GAMPROCFING JI " --' ,
SEE NOTES. J _ - _ - SEE NOTES: Z
SIDING WALL AT FOUNDATION \'
INSTALL DRAIN
REPLACE EXISTING STAIRS 1 '�
TO MEET N.Y S CODE
MIN WIDTH 36" P
EXISTING FOUNDATION
MAX. RISE. 8-1/4"
TREAD MIN. DEPTH. 11"
' 4"
HAND RAIL HEIGHT3
UP 'RELOCATE DOOR
TO BE IN FRONT
DF STAIRS _ un
1 .
UPLIFT CONNECTORS „ � -- _T 0 =-_____ z
L
W
OIL TANK j 'J
ALL METAL CONNECTORS TO BE INSTALLED 6'-3°
AS PER MANUFACTURES INSTRUCTIONS TO ' I - - - - - - - -1 u
ACHIEVE TITUPLIFTCAPACITY CALLED OUT. �g )-------
ANY SUBSTITUTES SHOULD BE EQUAL OR O
BETTER
USE CONNECTOR. UPLIFT CAPACITY' 1 1 c
ADS5 4000 tbs.
TMU26 640 lbs
O
RT20 1105 lbs x
LSTA18 1055 lbs
FOUNDATION PLAN
SCALE: 1/4" I' C" N
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