HomeMy WebLinkAbout41574-Z snFFQq�bG Town of Southold 5/2/2018
P.O.Box 1179
a
53095 Main Rd
lip�' Southold,New York 11971
dol, � �a
CERTIFICATE OF OCCUPANCY
No: 39621 Date: 5/2/2018
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 400 Greenway W, Orient
SCTM#: 473889 Sec/Block/Lot: 15.4-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/21/2017 pursuant to which Building Permit No. 41574 dated 4/27/2017
-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:
ACCESSORY GARAGE AS APPLIED FOR
The certificate is issued to Rigas,Alice
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41574 03-06-2018,
PLUMBERS CERTIFICATION DATED
ho ' e Signature
11
��SUFFncK�oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
cn TOWN CLERK'S OFFICE
�y • o� 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#: 41574 Date: 4/27/2017
Permission is hereby granted to:
Rigas, Alice
32-15 168th St
Flushing, NY 11358
To: construct an accessory garage as applied for.
At premises located at:
400 Greenway W, Orient
SCTM # 473889
Sec/Block/Lot# 15.-1-18
Pursuant to application dated 4/21/2017 and approved by the Building Inspector.
To expire on 10/27/2018.
Fees:
ACCESSORY $293.60
CO -ACCESSORY BUILDING $50.00
T al: $343.60
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
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 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$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: ^ - (check one)
Location of Property: ae _v
House No. Street Hamlet
Owner or Owners of Property: C42
Suffolk County Tax Map No 1000, Section K Block Lot \�
Subdivision Filed Map. Lot:
Permit No. L Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
i
Fee Submitted: $ 15 6
Applicant Signat re
pF SO!/��ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road s/R � Fax(631)765-9502
P.O.Box 1179 G �Q roper.richert(aD-town.southoId.ny.us
Southold,NY 11971-0959 '0%
COW N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rigas
Address: 400 Greenway West city,Orient st: New York zip: 11957
Building Permit#: 41574 Section: 15 Block: 1 Lot: 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor. DBA: Paul Burns Electric License No: 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 200A Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 200A Underground Service to Garage.
Notes,
Inspector Signature: Date: March 6, 2018
0-Cert Electrical Compliance Form.xls
o�'�OOUNTV,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: Ob�h W fl V
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44&,
✓ n Kj
DATE INSPECTOR
�o
0 NiV,��Q
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI _ AL)
REMARKS: tVl
Q
DATE INSPECTOR
OE SOOT
�y00UNi`I,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ].11SULATION
[ ] FRAMING / STRAPPING [Vf FINAL K.0•
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE _Z0111 1 INSPECTOR
�O�aOF SOUTyolo
coulm,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR c
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ilrn0.�'�M'.V7i1
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING 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
Southoldtownny.gov PERMIT NO. Check '
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
l P Contact:
Approved 120, Mail to:
Disapproved a/c
L
Phone-
- - q-
Expiration ,20
D [EC DI7,M � • Building Inspector
- 1.f PLICATION FOR BUILDING PERMIT '
APR 2 1 2017 "
Date , 20
BiJII.DING DEPT. 'INSTRUCTIONS
aTA)%9&h%V1WMe 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.
£Every building permit shall expire if the work authorized has'not commenced within 12 months afterrthe 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 aBuilding 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. `\
' (§ig*nature of applicant or name,if a c rporation)
(MMing address of applicant)
State whether applicant is owner lessee, gent architect, engineer, general contractor, electrician,plumber,or builder
Name of owner of premises \C-e �V�G
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title-of corate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.-
1. Location of and on which proposed work will be,done:'
��V—ZeAwqA
House Number Utreet " d4 Hamlet
County Tax Map No. 1000 Section Block Lot. S—�
Subdivision Cr-lae^ Filed Map No. �(A Q) Lot,
2. State existing use and occupancy of premises and intendq4 use and occupancy of proposed construction:
a. Existing use and occupancy L ` A�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Additiwi _Alteration
Repair ]Removal DemolitionEther Wo r 'CQ S fc�
escription
4. Estimated CostFee
(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 xisting structures, if any: Front �Zt n Rear"01-'12 Depthm�-
Heigh t Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories s
8. Dimensions of entire new construction: Front `>r� Rear VV Depth
Height � ° S�`i Number of Stories ;0^£
9. Size of lot: Front � /i
/ , . Rear ��Q Depth \�J
10. Date of Purchase Q�AA Z> Name of Former Owner e�� A°
11. Zone or use district in which premises are,situated
12.Does proposed construction violate any zoning law, ordinance or regulation?YES, NO—\Ki
13. Will lot be re-graded? YES NOWiII excess fill be removed from premises?YES--NO
14.Names of Owner o remises,,% (V\ Address*� Phone No.��sn7t ��a'���o21�
Name of Architect-k,v2 Address(Mtw Phone No 16%( - Qq
Name of Contractor e :, 'o,r Address%�b Phone No.S�A- N',5 �<Ic
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_9l
^ � ' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contra )above named,
(S)He is the
C retractor,Agent orporate 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 TRACEY
NOTARY PUBLIC,STATE
OF OF NEW YORK
�( day of r i 2017 NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2Da j
Notary Publica Sr a e f Applicant
Y Scott A. Russell �.�°SUFFQ4-00, ST(0)RMWAT]EIR,
SUPERVISOR �vJIA\1 A G I E I M[I E N F
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Road-SOUTHOLD,NEW YORK 11971 'j'O Town ofSouthold
CHAPTER 236 - STORAI WATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
- ------ -- --- -- --- -- --- --- -- - - - -- - --
Yes No (CHECK ALL THAT APPLY
®rlA. Clearing, grubbing, grading or stripping of land which affects more
LtIr
5,000 square feet of ground surface. ;
'. ®[f B. Excavation orr-filling involving more than 200 cubic yards of material
withi.i any parcel or any contiguous area.
❑I'ZI C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑FM D. Site preparation Within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E] E. Site preparation within the one-hundred-year floodplain as depicted
on. FIRM Map of any watercourse..
EIIIEFF. Installation of new or resurfaced impervious surfaces of 1,000 square
- feet or more, unless prior approval of a Stormwater Management .
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department_with-your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent;Contractor,Other) - S.C.T M. 1000 Date.
Distriu
NAME
P, Section lock Lot
FORr i .—t 'i; .:
r-Ott 2�itLD1\G 1 E;r'�-�1?"1'�!i=�"1- l.�i: ;i`;Lt
Contact Information ,Dk KA-1�®� //p/r/{r� o n 6AAC�A-
-
Reviewed By— — — — — — — — — — — — — — — — —
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — —
t-v� /� _ ��� Approved for procea�tng Building Permit
�y-� Stormwater Management Control Plan Not Required.
— — — — — — — —M „ — —Diu i D�..
Stormwater anagee„ l't Control qu,reb'
Li (Forward io Engineering Department For Re\,tew)
FORM ' SMCP - TOS MAY 2014
<o ,
Town Hall hex 4 4 Telephone(631)765-1$02
54375 Main Road67%R0115.
P.O.Box 1179 aA • O roner.richerC Ol IRI Sny.uS
sowhold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. -&b Date:
Company Name:
Name: '
License No.:
Address: 6 13oX )06 S�,'o rd 1V 5i.7
Phone No.:- 63i-3GS- y73a
JOBSITE INFORMATION: (*Indicates required information)
*Name: con
*Address: L/_co Com „rn, .. we
*Cross Street:
*Phone No.:
Permit No..
Tax-Map District: 1000 Section: S Block:�` Lot: `
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
2 oa a v/►� r. � .S�rt��ems, "�'o e�.�. -
-
(Please Circle AN That Apply)
*Is job ready for inspection: / NO. Rough In anal
*Do-you need a Temp Certificate: YES I NO
Temp information(if needed)
*Service Size: 9 Pha 3Phase 100 150 200 300 350 400 Other
*New'Service: Re-connectnderground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATIO
-d
y
8241equest rar lnspecdon Form l 0 P�f 7
SOUTyo!
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road rn � Fax(631)765-9502
P.O.Box 1179 G • O
Southold,NY 11971-0959
October 13, 2017
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Alice Rigas
32-15168 th St
Flushing NY 11358
Re: 400 Greenway W, Orient
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. G 0 ��
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
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.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 41574—Accessory Garage
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SITUATED AT
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TOWN OF SOUTHOLD
LOT 35 mSUFFOLK COUNTY, NEW YORK
r 132'42 osµ i✓ S.C. TAX No. 1000-15-01-18
SCALE 1"=40'
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5 °0 SKS Sig 58 ( r f FEBRUARY 22. 2000 REVISED SEPTIC SYSTEM
MAY 26, 2000 RELOCATED PROPOSED WELL
MARCH 1, 2001 REVISED PROPOSED HOUSE SIZE
AUGUST 17, 2001 UNDER CONSTRUCTION SURVEY
APRIL 18, 2008, 2001 FINAL STAKE PROPERTY`LINES
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EDUCATITI LAW.
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_ COPIES OF THIS SURVEY"v NOT UE RD+O
t>• THE LAND SURVEYOR'S INKED SEAL OR
EMBOSM TO BE A VALID��Y, Lana Surveyor
` CERTIRCATtONa MCATED HEREON SHALL RUN
ONLY TO•THE PERSON FOR WHOM THE SURVEY
IS PREPARED,AND ON HIS BEHALF TO THE
TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys —Subdivisions — Site Plans — Constructlon Layout
LENDING 06MLMON LISTED HEREON,AND
\Y/ TO THE ASSICH£E3 OF THE Lmmo earl—
�p TunaH•c,ERmtFICAMO S AM HOT TRANSFERABLE, PHONE (631)727-2090 Fox (631)727-1727
i� THE MSTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MA/UNG ADDRESS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED, 322 ROANOKE AVENUE P.O. Box 1931
RMHEAD, New York 11901 Riverhead, New York 11901-0965
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1- XOR 400 Greenway West
Orient NY 11957
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Designer/Project Manager
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400 greenway west, orient ny 11957
631 3233022
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Engineer
Joseph Fischetti, P.E.
P.O. Box 616, Southold NY 11971
631 7652954
RIGHT ELEVATION
LEFT ELEVATION SCALE: 1/4"
Scale as Noted
SCALE: 1/4" = V-O"
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TERMITE SHIELD
LU L L HUSILL SEAL
O 2X12 DF#2 Cl 006"OC - Jose
Fischetti, P.E.
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS design build
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 8 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDWALL RAFTER
CRIPPLE STUD WALL STUD
BOTTOM PLATE tt-� }�
HEADER RIDGE Jose 1 1 F s heti I '
LEDGER BATHTUB 666/// �.O 1 I i �s
DOUBLE JOIST
SIDEWALL PROF SSIONAL ENGINEER
JACK STUDS RAFTER
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FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST ADS5 HOLD DOWN CONNECTT01SIDE OFALLCORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED S PPOR
CONNECT TO 1 SIDE OFALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND ADSS HOLD DOWN BOTH BOT PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20 a STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS UNDER WALL
ANCHOR PLATES OF IST FLOOR CONNECT THROUGH g g 9
THE FLOORS TO EACH OTHER W/THREADED ROD JALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 1 LS210 118ga SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING 624"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND 4/ 10/2017
METAL STRAP LOCATED BY CONTRACTOR
CRICKET AT 70P-6IDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL PLASHING VENTILATION WOOD JOIST
BLOCKING BLOCKING
FOUNDATION FINISH WALL AND M015TUIRTOP PLATE 2x4 LEDGER -
STAPPING TO BE ATTACHED 70 WALL STUDS 948"OC BARRIER TO LAP FLASHING2x4 SOFFIT JOIST
AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD Q GUTTER
NOT LESS THAN I/ISO OF THE AREA OF WOOD GIRDER
INSTALL 4'0"O C ROOFING TO AVOID SOAK( G THE SPACE VENTILATED ALL OPENING GON71N SCREENED VE
4"-8" LSTA24 1-1/4"x24"20ga STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN SOFFIT/EXT PLYWOOD ACCESSORY BUILDING
ON ALL OPENINGS PROVIDE HEMMED EDGE RESISTANT METAL MESH WITH MESH
INSTALL 4'0"0 C FLASHING TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V4 INCH IN DIMENSION 60FFITED EAVE
8"-14" LSTA30 1-1/4"x30"18ga STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR CONNECT TO
ON ALL OPENINGS / GAP TO PREVENT CAPILL RY 4"-6"RAFTER RT10 10-3/4"x 18ga TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"OC ACTION CONNECTTO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4"x36"18ga STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x20ga TYDOWNANCHOR�CHRAFTER SOFFITED EAVE DETAIL 400 Greenway West
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND FLOOR WALL OF FLASHING
(Jrient NY 11957
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS RAFTER \ RIDGE GAP OF SAME
\/ EXTENDS UNDER SHINGLES A7 MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN 4 INCHES THROUGH VENT
WOOD JOIST
S f ISE WALL �L,4��-�f NCS TOP PLATE PROJECT TEAM.
GIRDERIHEADER
1ST FLOOR WALL STAf'PING TO BE ATTACHED 70 WALL STUDS 648"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SO RAFTER
INSTALL 4'0"0 C AS TO FORM DRAINAGE CHANNELS AND
4"-8" LSTA36 1-1/4"x36"18ga STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN 1-1/2" ° °
ON ALL OPENINGS CONNECTEACH RIDGE VENT FOLDS ALL JOISTS CONNECTED 70 A FLUSH HEADER TO BE SUPPORTED WITH ®eSegn�r/Pr®,eCt ManagerRAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR
INSTALL 4'0"O C RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX 1/2"HIGHER THAN LVL HEADERS
ON ALL OPENINGS
8"-16" MSTA48 1-1/4"x48"16ga STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE t REDUCE BUMP OUTS
PLATES TO EACH STUD, OF ROOF
curated design build
DBL SILL PLATE O
TERMITE SHIELD r 11— SUBFLOOR 400 greenway west, orient ny 11957
SILL GASKET WOOD JOISTS 631 323 3022
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TYP CONC FOUNDATION A 6MIL POLY V GASKET E i
2x6/2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR GRANULAR FILL BOLTED TO STEEL BEAM WITH c@curatedny.com
6MIL POLY ON EXTERIOR 1/2"DIA BOLTS 6 48"o c.STAG
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(USP LBPS58 OR BP583)
3"STEEL COLUMN
p D REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA ANCHOR BOLT - I I ( 10 KIPS J
DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS , i
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM Joseph Fischetti, P.E.
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL GONG FOUNDATION APPLY PILASTERS MIN 3" STEEL COLUMN ANCHORED TO 24"x24"xl2"GONG FTG CRAWLSPACEORFOUNDATION 2STORIES 36"OC STEEL / BOTTOM BEARING P.O. Box 616, Southold NY 11971
WHERE NEEDED FOR STRUCTURAL BRACING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS VENTS DETAIL 631 7652954
CONC SLAB I r DOORFRAME SUBFLOOR
6X6 10!10 WWM GARAGE-1I
COMPACT FILL DOOR I 0— JOIST
USE 2X8
i, FOR BLOGKOUT STEEL BEAM
d 4" SLAB v I =
PT PLATE 1• \ W/6SLOPE
TX6 WMM 4 DRIVEWAY—' NOTCH JOIST AND ADJUST HEIGHT
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' 1/2" AIR SPACE \ < ° °
7 I/21 (WITH A NAILING PLATE IF NEEDED)
AT END HIGHER THAN
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AND ° n °
GRADE P OOD ,
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c('� 6X6 W W M - - - - o c BEAMS
° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
MIN ° %c' ° o o L'� ' n' o ��NOTCH BEAM FOR 1`IUD6ILL IF REQUIRED--MAXIMUM -_ , ° u n o> - SUBFLOOR
•/ n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM
c ° REINFORCING BAR JOIST
DRAIN TILE ►I I- a \
12" o SHEET METAL/30M FELT UNDER BEAM AT POINT I I C ,^ I Scale a s Noted
OF CONTACT WITH CONCRETE OR CONG BLOCK �I-�T ��° °� ��� STEEL BEAM
TYPICAL CONC MONOLITHIC FOUNDATION REINFORCE WITH(2)+4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS °I SHIMS TO LEVEL BEAM —PLATE(BOLTED TO BEAM)
REINFORCE FOOTING WITH(2)°4 REINFORCING BARS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
6
curated
design build
S WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTE
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) Q fQ/�J/� f
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL JOSe° h F 1 sc lett 1
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PUNS) /
Intent and framingdetails.Th are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH PROF SS I ONAL ENGINEER
They g g P P TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMO JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL F•E.
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6
3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON THAN SLEEPING EACH END (LIVE LOADS PSF) ROOMS OTHER
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ( ) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 4/ 10/2017
QTY. SPACING
precautions and programs In connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.0)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SLIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24"' FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.:
P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"Q.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC ACCESSORY
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6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ACC ESS O R I B U I L D I N G
FOUNDATION NOTES: Type II exterior factors in shall meet the requirements of table 3.15a•b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1 .The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
END JOIST OR BLOCKING
P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL.AYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS }
2).All footings to rest on undisturbed(Virgin)soil. NAIL NAIL. 400 Greenway Wes
Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. 11 NONE Orient NY 9S7
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMO
masonry g SILL, GIRDER JOIST' NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be Installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 2500 s.L.Concrete to be 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES:1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast iron foundation vent for every 150 sq.ft.o
6).Crawl spaces provided with a minimum.of area. attached with the above requirements. TO BEAM JOIST18" ' NAIL PROJECT TEAM"
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMO PE!1 TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOI:TNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PE, END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL
1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,
8).Draina a as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
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Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMO FO(Yr SEE NOTE:1 Designer/Project Manager
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: curated design build
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 400 greenway west, orient ny 11957 3).Floors,walls,ceilings and rakers to Lie spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NOTES
otherwise. JOINT DESCRIPTION NAIL AT PANEL EDGE$ SUPPORTS IN THE PANEL FIELD 631 323 3022
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY. I SPACING4' SEE NOTES:1,3(BOTH FIELDS)
EDGE ZONE 8d COMMON @ 6"O.C.O. Sd COMMON @ 12"O.C.
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD c@curatedny.com
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length ttuds on each side of 6).Concrete piers shall be a minimum 6"above grade.
openings.Bearin wall window sills shall also have 2 window sill plates for 2x4 wall WALL SHEATHING:
g ( ) P 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
5.All flush beams headers to be installed with heavy du galvinized hangers and Sd COMMO 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Engineer
"1 h g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 3"O.C.EDGE
PLYWOOD 6d COMMO 6"O.C.FIELD 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential ) P g g 8
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD Joseph Fischetti P.E.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). P.O. Box 616, Southold NY 11971
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION 631 765 2954
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETRGCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 8d COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: as required by current NYS edocutResidential Code-ncealed draft
op REQUIRED
Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and toform an effective are barrier between stories,and between a top story and the roof space.
needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY g provided In wood-frame construction In the following locations.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud wells and partitions,Including furred space:,at the ceiling and floor
11.Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
P y 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC SOIL COMPACTION: using parallel rows of studs or staggered studs.
subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop cellings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES P g re uq REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's Instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
P such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. r
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. Scale CAS Noted
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
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