HomeMy WebLinkAbout51955-Z *of SO Town of Southold
* * P.O. Box 1179
�o0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46265 Date: 06/24/2025
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 945 New Suffolk Ave Mattituck, NY 11952
Sec/Block/Lot: 114.-11-23
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/22/2025
Pursuant to which Building Permit No. 51955 and dated: 05/29/2025
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:
As built alterations and window replacements to existing single-family dwelling as applied
for. *Violations noted in accessory structures.
The certificate is issued to: 945 New Suffolk LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-103193 6/18/2025
PLUMBERS CERTIFICATION:
tho ed gnat re
ofsoaTy° 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#: 51955 Date: 05/29/2025
Permission is hereby granted to:
945 New Suffolk LLC
c/o Lisa Montifiore
Jamesport; NY 11947
To:
Legalize as built interior alterations and window replacements at existing single family dwelling as
applied for.
Additional certification will be required.
*Violations noted in accessory structures.
Premises Located at:
945 New Suffolk Ave, Mattituck, NY 11952
SCTM# 114.-11-23
Pursuant to application dated 04/22/2025 and approved by the Building Inspector.
To expire on 05/29/2027.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $1,118.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $1,218.00
Building Inspector
Certificate of Compliance
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
CERTIFIES THAT
Upon the application of Upon premises o ley
945 New Suffolk LLC. 945 New Suffolk LLC. DePa�m
945 New Suffolk Avenue 945 New Suffolk AvenueBuiiding Boutho!
Mattituck, NY 11952 Mattituck, NY 11952 Town of
Located at: 945 New Suffolk Avenue,
Mattituck, NY 11952
Application Number#: 25-103193 Certificate#: 25-103193
Electrical License#:
Section: 114 Block: 11 Lot: 23 Building Permit#: 51955
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Legalize -As Built Interior Alterations- Kitchen/Master Bathroom
A visual inspection of the premises electrical system, limited to electrical devices and wiring to
the extent detailed herein,was conducted in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be in compliance therewith
on the 18th day of June 2025
Name OTY
Exhaust Fan - 15 Amp, 120V 1
Dishwasher Circuit-20 Amp, 120V 1
ARC-Fault/GFCI -20 Amp, 120V 4
Switch - 15 Amp, 120V 8
Fixture Outlet- 15 Amp, 120V 4
Dimmer- 15 Amp, 120V 2
GFI Receptacle- 15 Amp, 120 V 1
Recessed Hi-hat Fixture- 15 Amp, 120V 15
Electrical Inspector: Anthony Giordano
`,��vAPPROVED�o'
Certificate of Compliance
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
CERTIFIES THAT
Upon the application of Upon premises owned by
945 New Suffolk LLC. 945 New Suffolk LLC.
945 New Suffolk Avenue 945 New Suffolk Avenue
Mattituck, NY 11952 Mattituck, NY 11952
Located at: 945 New Suffolk Avenue,
Mattituck, NY 11952
Application Number#: 25-103193 Certificate#: 25-103193
Electrical License#:
Section: 114 Block: 11 Lot: 23 Building Permit#: 51955
Name QTY
ARC-Fault- 15 Amp, 120V 2
Duplex Receptacle- 15 Amp, 120V 9
Exhaust Hood -20 Amp, 120V 1
Electrical Inspector: Anthony Giordano
����/APPRovEn�o
Town WI Airtex �'
. � 'Telephone(631)76i•l8{12
,54375 Main;Road ^ 'Fix(631)765-45M
Souftld,NVY 071-0959 �!
BUILbika DEPARTMtNT
TOWN b +80UTHOLD JUN 2 3 2025
Building Department
Town of Southold
ERT' FICATI,o
Building'ire#'No: J
'Owner.
ease,print)
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Pl�imbei:X 4�� �'" f
(Pleasetprtnt)
f lead.
`Tcertify"that the solde used'in`the vi►ater suppljr system+cocitains Iess'than 2J10 0£'1'4�0
fPIumbecs Signature
5woni't6.'before me'tlus. .
day of _..J U_ -, 20 2
GARY T LUKACMI
NOTARY PUBLIC,STATE OF,NEW YpRK
y ,_j 'Real oh No.ftuao32375
I�Iotary Pub11c, _ �/ COWA
�Qullmeo in,Sufiolk_Counfy
COtrlMulon Echo'Ausue}`22,ZOy6
SOUIyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
o Nam 631-765-1802
too'-l°I�J
IN S P E CT 10 N
[ ] FOUNDATION 1 ST/ REBAR [/SULATIOWC
PLBG.
[ ] FOUNDATION 2ND [ AULKING
FRAMING/STRAPPING [
[ ] FIREPLACE&'CHIMNEY [ ]- FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 01 �[Vk646COWb�v�+
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DATE I1 'y0 INSPECTO
Isaac-Rae
430 Main Street
Gre-anport NY 11944
945 New Suffolk Ave
To: Southold Town Building Department
54375 Main Rd
PO Box 1179 Southold, NY 11971
Attn: Mr. Michael Verity
From: Isaac-Rae Architects
Isaac Clay Coffey R.A
430 Main Street
Greenport, NY 11944
Date: �.Apr21, 2025;
Re: Building Permit application for 945 New Suffolk Ave
Dear Mr.Verity,
am submitting this letter as part of our permit application To obtain an updated CO for as built work at 945
New Suffolk Ave in Mattituck.The scope of work that was completed by the home owner without a building
permit was the following:
• Reconfiguration of the existing Kitchen,including minor reframing of interior non load bearing walls
• Reconfiguration of 2nd floor plan to include the removal of a bedroom by converting it into a larger
bathroom and closet.
I've personally inspected the house and found the changes to the residence to be consistent with New York
State, Town,and Suffolk County health department code as the bedroom count was decreased by the
changes made to the existing permitted structure.
Please let me know if you require any additional information or clarification regarding our submitted drawings
or the scope of work.We appreciate your time and assistance in reviewing this application.
y
free to t ct rth any questions.347-276-6093
Isaac Clay Coffey R.A.
Architect of record for 325 Bay Ave.
NYS LIC#039767
ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK
1
FIELD INSPECTION REPORT DATET
COMMENTS
FOUND -
- •-• - -.
-------------------------------------- ----
FOUNDATION (2ND) - -
.. l
ROUGH FRAMLNG &
PLUMBING
...........
.
INSULATION PER N. Y. -- � •------� �--•____. __...-..__..
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STATE ENERGY CODI,
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ADDITIONAL COMMENTS
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DoS. TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
?y�o as Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
' E C E E
PERMIT NO. ✓/%✓ Building Inspector:
APR 2 1 2025
'Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not,the owner,an Building DepartmentOwner's Authorization form,(Page 2)shall be completed. Town of
Southold rime
Date: March 21,2025
OWNERS)OF PROPERTY-
Name: Mark and Lisa Montifiore SCTM#1000- -114.-11-23
Project Address: cjq New Suffolk,MattituckNYy
Phone#: _917-459-4805 Email:lcmontifiore@gmail.com,mmontifiore@gmail.com
Mailing AddressJ
New Suffolk,Mattituck NY
CONTACT PERSON:`
Name: Margot Coffey,Clay Coffey_.
Mailing Address: 430 Main Street,Greenport NY 11944
Phone#: 646-275-2447 Email: margot@isaac-rae.com,clay@isaac-rae.com
DESIGN PROFESSIONAL INFORMATION:
Name: Margot Rae Coffey,Isaac Clay Coffey�Isaac-Rae Studio LLC
Mailing Address: 430 Main Street,Greenport NY 11944M^-
Phone#: 347-276-6093 Email: margot@isaac-rae.com,clay@isaac-rae.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION'"
El New Stkict r �ddition ®Alteration ORepair ❑Demolition Estimated Cost of Project:
❑Other �� $
Will the lot be re-graded? es NNo Will excess fill be removed from premises? ❑Yes X No
1
PROPERTY INFORMATION,•.
Existing use of property: single family residence Intended use of property: single family residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ENo IF YES,PROVIDE A COPY.
® Check Box After Reading: The owner/contractor/design professional is responsible for'all drainage andstorm,water issues as provided-by
Chapter M of the Town Code. 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'Regulationsjor the construction of buildings,
additions,Aterati
ns 6rfor removal or demolition as herein
I cant agrees to
aws,ordinances,building
housing code and regulat regulations and to admit authorized,inspectors b premises ano In building(s)for1nec necessary lin pections.IFalse statements mad h code,
•, a herein
punishableas a Class A misdemeanor pursuant to,Section 210AS of the'.New York State Penal Law:
Application Submitted By(print na XClayy IlAuthorized Agent ❑Owner
Signature of Applicant: CONNIE DICH 4/21/25.__ Public;State of New York
No.0 1 BU6185050
STATE OF NEW YORK) Qualified In Suffolk County �j
SS: Commission Expires April 14,2�O
COUNTY OF )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual-signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
-
day of 1 �/�►�- � ,2
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
(, Lisa and Mark Montifiore residing at 4452 Peconic Bay Blvd,Laurel NY
do hereby authorize Isaac-Rae Studio Clay Coffey&Brittany Nargi to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
NN 4/21/25
Owner's Signature Date
Lisa Montifiore,Mark Montifiore
Print Owner's Name
2
• NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
ENERGY CODE STATEMENT OF COMPLIANCE SITE SURVEY 1
945 NEW S U F F O L K SET
t KNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS 2
IN COMPLIANCEE WI TH NYS 2020 ENERGY CODE.RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS 3
IN THE BE
SUBMISSION 4
5
MATTITUCK, NY 11952 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 7
S CTM#: 1000-114.-11-23 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING CODE B
AND WILL COMPLY WITH 2O20 SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. B
2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 10
SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO 'AA.SV I r 11
ARCHITECT. THIS WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL \� 12
AFFECT ITS EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND10R MATERIALS V
ISAAC-RAF REQUIRED OR FOR DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED pT ' DRAWING REVISIONS
INSPECTIONS BEEN MADE THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS
WORK AT THE SITE.VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR p 3 NO. DATE REVISION
43O MAIN STREET EXISTING CONDITIONS TO THE ARCHITECT. or 'ztn 1
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE
2
2ND FLOOR PROJECTSITEHIS WITH MEETING
IS T REVIEWND THE PLANNED
3
PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS
DONE IN ACCORDANCE WITH THE APPROVED PLANS. 4
GREENPORT NY 11934 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF 5
INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES 6
REQUIRED BY GOVERNING NEW YORK CITY AGENCIES.
S.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE ', h 1 7
B
CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED ,_—- Y
THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. I --_- - I�-_-p-- 1 9
6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY -, `1 10
SURVEYOR. CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, I r 11
SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY12
JOHN C FREERS LAND SURVEYOR 7.THr OREVENTCONTALLMAINCT WITH MAINTAIN
I
AND TO
CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND I I'--O' 1
PROPERTY AND PROTECT THE SAME FROM INJURY THIS APPUCNTH IS APPROVED ONLY FOR WORN
6 E MAIN ST 8.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND INDICATED ON S SHOWN M ON NOTSPE
SECAnONSHE N..ALL
ADJACENT TO SITE. I I OTHER MATTERS SHOWN AiIE NOT TO BE RFLED UPON,OR
S.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT I I T09ECONSIDEREOASERHERBEING APPROVED OR IN
RIVERHEAD NY 11901 DAMAGED AS A RESULT OF CONSTRUCTION FOR THIS WORK
1 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS
AT ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL
COMPLETION. •VR_/
SHEET LIST 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION
OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. (/`
SHEET 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL ( •I -p \ Designer.
ORDER Sheet Number Sheet Name AUTHORITIES. t1
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND I C�/� /�/1 _ A C
MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND I II, I 62AT J/"1/"" C FZAE
INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE _-0--'�.
1 T-000 COVER SHEET -�
CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR I ___ _ -o_--= 430 Main Street Greenport,NY 11934
3 AS BUILT AND EXISTING SECOND AND GROUND DURING THE EXECUTION OF THE WORK. —
FLOOR PLANS 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED
A-100.00 I I T.347-276-6093 E.clay@isaac-rae.com
FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). WOOD '
1S.SPRINKLER MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS I DECK I
LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN. (�
OFFS. I Appliwrt of Record:
COUNTY SUFFOLK 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL \ �
OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO {`
COMPLETE THE JOB.
TAX MAP NUMBER 1000-114.-11-23 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE 16 V
PROPERLY CAPPED OR PLUGGED.
18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE
OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN
VILLAGE SOUTHOLD TOWN CONTRACTOR TOT HWORKMAN
E OWNERSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE I App{tO�oop
19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF � SS,NG
SKILL,QUALITY AND COMPLETENESS.
LOT AREA 1.11 ACRES OR 48,351.6 SOFT 20.THE CONTRACTOR UPON COMPLETION OF THE WORK SHALL ARRANGE FOR DEPARTMENT OF '
BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED.
21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 7:00 A.M.AND S:00 P.M.MONDAY
THROUGH SATURDAY.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON,SUNDAYS 1 \ I
ZONING RESIDENTIAL R-40 AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO
BUILDING OCCUPANTS SHALL BE DONE BEFORE 7:00 A.M.
22 THE CONTRACTOR AND ALL SUB.CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS
OUTLINED IN NEW YORK STATE BUILDING CODE .dnv ------
A'
`�'^4P,"t,; I - dY it I D OTHER DISCLOSURES SET FORM HERON
AflETHEPROPEEmYOFMMOPOL1rNNBURDINGCONW-NG
OCCUPANCY OR Ya ��{` TO REFUP.PC_OD IN ACCEPTINGCONSTRUCT
ON TRUCT INFORMTION LEER ART. NOT
FEE w BY PLUMBER CERTIFICA lO I METROPODUCE OR BUILDING
CUOTT,INWGROUP,PART,
WITHOUT THE EWUCIT WRITTEN PERMISSION OF
I I N METROPOLITAN BUILDING CONSULTING GROVP,PC
NOTIFY BUILDING DEPARTMENTAT USE IS UNLAWFUL ON LEAD CONTENT BEFORE N Project:
631-765-1802 8AMTO4PM FOR THE WITHOUT CERTIFICATE CERTIFICATE OF OCCU .•�� ICY 945 New Suffolk
FOLLOWING INSPECTIONS: SOLDER USED IN WA 945 New Suffolk Avenue,Mattituck,NY 11952
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE OF ,OCCUPANCY SUPPLY SYSTEM CI r, RAM HOUSE
Project No.:
15TORY� I IR-02
2. ROUGH-FRAMING&PLUMBING
EXCEED 2110 C)!= Seat/Signature:
3. INSULATION
4. FINAL-CONSTRUCTION MUST COMPLY WITH ALL CODES OF
NEW YORK STATE&TOWN CODES ' y�EREDARcy�
BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF °� Q` "OO
ALL CONSTRUCTION SHALL MEET 1NE •
REQUIREMENTS OFTHE CODES OF NEW SOUTHOlDTM ZM
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS PUM�NG BOARD rTFOF 14
SOvtf{OtDTOWNiRUSi�S 1 I
r Additional ILM DM - '•I _ —' _ —``` _ J'
Date: Scale:/// eiWficaLion . — . _ . _ —
1T4.92' Drawing Title: ns xoreD
May Be Required, NEW SUFFOLK AVE COVER SHEET
NDrawing No.:
T-000
N
NOTES
DRAWING ISSUE
GENERAL NOTES :
N0. I DATE ISSUED FOR
BASED ON THE 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE 1
2
CONSTRUCTION NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS a
4
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS 5
RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS.THEY ARE 1. RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL 6
INTENDED AS A CONSTRUCTION AID,NOT A SUBSTITUTE FOR GENERALLY 1-114"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO
ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW TABLE 3.4.WHEN A COLLAR TIE IS USED IN LEU OF RIDGE STRAP,THE NUMBER OF 10D JOINT DESCRIPTION NAIL QTY. SPNAIIL DWELLING
BUILDING USE SINGLE FAMILY RESIDENTIAL DWENG 8
YORK STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE BUILDING HEIGHT SEE ELEVATIONS
FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO TABULATED NUMBER OF 80 NAILS IN THE STRAP. RAFTER TO V WALL:33d COMMON EACH 9
ENSURE A PROFESSIONALLY FINISHED,STRUCTURALLY SOUND AND A TOP PLATE 10'WALL 4-Sd COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) SO
WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-Btl COMMON EACH DESIGN CRITERIA THE 2020 INTERNATIONAL RESIDENTIAL CODE wf 2020 NEW YORK STATE SUPPLEMENT: 11
Z. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR TRUSS TO TOP TOENAIL 12
AND CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE TO TOP PLATE 10'WALL.43d COMMON JOIST
CODES,ORDINANCES AND REGULATIONS,ETC.THESE CODES ARE TO BE WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE TO THE WALL STUD WITH UPLIFT CEILING JOIST TO AS PERTABLE 3.7 EACH FACE (LIVE LOADS PSF DRAWING REVISIONS
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. CONNECTIONS.ROOFS OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED PARALLEL RAFTER WFCM-SBC LAP NAIL ) (DT1.
3. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3C. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE BALCONIES 50 10. DATE REVISION
SCALE DRAWINGS). 3. WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL 2
DE 40
4. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS W/O STORAGE 20 3
AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH CONNECTIONS IN ACCORDANCE WITH TABLE 3.38.WHEN WALL STUDS ABOVE DO NOT FALL IN TO RAFTER WFCM-SBC END NAIL ATTICS wl STORAGE 20 q
THESE PLANS,NOR RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. BLOCKING EACH TOE DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20 5
2.8d COMMON
AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES TO RAFTER END NAIL ROOMS(OTHER THAN SLEEPING) 40 5
FORASPECIFIC USE EXPRESSED ORIMPLIED IN THE USE OF THESE PLANS. 4. WALL ASSEMBLY TO FOUNDATION:
5. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE RIM BOARD EACH END 7
6. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR
WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 71NCHES IN TO RAFTER 2-16d COMMON END NAIL ROOMS(SLEEPING) 30 PREFABRACTED FIREPLACES MEETS OR EXCEEDS MANUFACTURE'S CONCRETE FOUNDATION AND BLAB-0N-GRADE,151NCHES IN MASONRY BLOCK FOUNDATIONS,OR STAIRS 100 9
SPECIFICATIONS AND APPLICABLE CODES. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B.WHEN STEEL STRAPS WALL FRAMING: Y00 SO
7. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT. ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHES SHALL BE USED WITH THE GAURDRAILS(ANY DIRECTION)
IN ITEMS SUCH AS BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE JOINT DESCRIPTION NAIL QTY. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 12
8. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING 3.2A.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM
CONSTRUCTION. THE END OF A SILL PLATE AND ALL TOP PLATE TO 2.16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION THIS APPLICATION IS APPROVED ONLY FOR WORK
S. TYPE I EXTERIOR SHEARWALL CONNECTIONS: TOP PLATE FOOT SEE NOTE:1 (ROOF-FOUNDATION) DETAIL PAGE B GENERAL NOTE PAGE INDICATEUONTHEAPPLICATIONSPEQFIMnONSHEET.ALL
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7116 INCH WOOD STRUCTURAL PANEL ON THE TOP PLATES AT JOINTS FACE OMER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR
EXTERIOR ATTACHED WITH 8D COMMON NAILS AT 6"O.C.AT THE PANEL EDGES AND I2"D.C.IN INTERSECTIONS 4-16d COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE TO BE CONSIDEREDASFJT IEING APPROVED ORIN
THE FIELD,AND 1121NCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH SD COOLER STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE on
NAILS AT 7"O.C.AT PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE STUD 2.16d COMMON O.C. NAIL
LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15A.B. FIRE PROTECTION S9.:
HEADER TO 16d COMMON 16"O.C. FACE (SMOKE a CO2 DETECTORS) SEE FLOOR PLANS
6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: HEADER ALONG EDGES NAIL
TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15A-B TIMES THE TOP OR BOTTOM 2.1 COMMON PER 2t4 STUD ENO TRUSS DESIGN WA-STANDARD STICK FRAME CONSTRUCTION
APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. PLATE TO STUD 3-16d COMMON PER 2[6 STUD NAIL Designer.
ENERGY CALCULATIONS RESCHECK
7. INTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FACE NAIL ISAAC _ RAE
FOUNDATION NOTES ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR JOIST,BAND JOIST, 2- O PER SEE NOTE: CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA
MON
INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE END JOIST OR BLOCKING COMM FOOT 1,2
IN ACCORDANCE WITH 2.4.4.2 AND 2.2A RESPECTIVELY 430 Main Street Greenport,NY 11934
GROUND WIND SEISMIC FROST WINTER ICESHIELD
1. THE GENERALND NOTE TODETACTOR ANDMASTENDEDON TO EIGHTSIEW OFFELEVATIONS, FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD T.347-276-6093 E.clay@isaao-rae.com
DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS OF FINISHED FLOORS) HEADER CONNECTIONS AROUND EXTERIOR WALL OPENINGS: NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
ABOVE TINGS OR EST ACCORANCE NT TABLEDER 3.5.WIN CONNECTIONS SHALL PLATBE ES
SHALL
WITH E STEEL
L CONNECTORS
IN JOINT DESCRIPTION NAIL QTY. NOTES
2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. ACCORDANCE WITH TABLE 3.5.WINDOW SILL PLATES SHALL BE HAVE STEEL CONNECTORS IN SPACING MODERATE SLIGHT TO
3. PROVIDE 112"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ACCORDANCE WITH TABLE 3.5 JOIST TO: PER TOE 20 LBS. 130 B SEVERE 3 FT. 11 YES NONE
ABUTTING CONCRETE OR MASONRY WALLS OCCURING IN EXTERIOR OR 4-8d COMMON NAIL TO HEAVY MODERATE Applicant of Record:
UNHEATED INTERIOR AREAS. SILL,TOP PLATE OR GIRDER JOIST
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE 9. CATHEDRAL CEILING ASSEMBLY: EACH TOE
STRUCTURE SHALL BE INSTALLED WITH#5 RE-BAR,IS-LONG AT IZ'O.Q.USE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE BRIDGING TO JOIST 2-Btl COMMON END NAIL NOTE:CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY
APPROVED EPDXY FOR INSTALLATION. NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED
S. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4,000 P.S.L.CONCRETE TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS EACH TOE
TO BE POURED ON 4INCH THICK SAND OR GRAVEL FILL WITH GX6 WIRE MESH TO THE RIDGE AND WALL SHALL BE BE ATTACHED WITH THE ABOVE REQUIREMENTS. BLOCKING TO JOIST 2-Bd COMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
REINFORCING.INTERIOR SLABS TO BE MINIMUM 3.1121NCH THICK.ALL FILL TO BE BLOCKING TO: EACH TOE
COMPACTED TO 95%RELATIVE DENSITY WITH 6"MAXIMUM LIFTS(LAYERS). INSULATION NOTES SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
S. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"X24"ACCESS OPENING. SHEATHING LOCATION NOTES
INSTALL ONE 8X16 CAST IRON FOUNDATION VENT FOR EVERY 150 SQ.FT.OF EACH FACE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
AREA, I. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE LEDGER STRIP TO BEAM 3.16d COMMON JOIST NAIL 4'PERIMETER EDGE ZONE Btl COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
7. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING
REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE.A 6-MIL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER PER TOE INTERIOR ZONE Id COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF 4. ABOVE GRADE WALLS TO BE INSULATED TO R32 OR GREATER JOIST ON LEDGER TO BEAM 3-Bd COMMON JOIST NAIL NOTE:2 FOR PANEL FIELD
EXTERIOR WALLS PRIOR TO BACKFILLING. 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER PER END GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. ad COMMON @ 4"O.C. SEE NOTES:1,3
8. DRAINAGE AS REQUIRED BY CURRENT N.V.S.RESIDENTIAL CONSTRUCTION CODE. 6. FRAMED FLOORS TO BE INSULATED TO R32 OR GREATER BAND JOIST TO JOIST 3-16d COMMON JOIST NAIL
7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB.
RECOMENED INSULATION AS FOLLOWS BAND JOIST T0: 2-16tl COMMON PER TOE NAIL ROOF SHEATHING NOTES
SILL OR TOP PLATE FOOT SEE NOTE:1
• VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION RG.S per Inch. ROOF SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
WITH ROCKWOOL R23 5-112"for total of R49
ALL DESIGNS MOPOUTAN SET FORTHHERON
' WALLS:3"SPRCED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH A THE PROPERTY OF MEIROPODTAN BUILDING CONSULTING
ROCKWOOL RI53-1/2"FOR TOTAL OF R34.5 JOINTDESCRIPTION NAILQTY. NAIL SPACING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ORO UP,PC.IN ACCEPTING MIS INFORMATION YOU AGREE NOT
FRAMING NOTES FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRED SHALL BE USED. TO REPRODUCE OR CONSTRUCT 9.IN WHOLE OR PAST.
ROCKWOOL RI53-1/2"FOR TOTAL OF R34.5 AS PER TABLE 3.8 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH WIMOUTTHEUPLICRWRITTENPERMISSIONOF
• SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 STRUCTURAL PANEL tOtl WFCM-SBC W0.49.FOR FRAMING MEMBERS WITH<0.42<G<OAS,THE NAIL SPACING SHALL BE REDUCED TO 61NCHES O.C. METROPOLITAN BUILDING CONSULTING GROUP,PG
3. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING TO RAFTER I TRUSS FRAMING MEMBERS WITH G>0.49.FOR
1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 FRAMING MEMBERS WITH OA2<G<0.49,THE NAIL SPACING SHALL BE REDUCED TO 31NCHES O.C.
INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF CEILING SHEATHING: Project:
STATE 2017 UNIFORM CODE SUPPLEMENT. PLUMBING NOTES
2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER, 945 New S u ffo I k
UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION NAIL QTY. NAIL SPACING
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
UNLESS NOTED 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. 7"O.C.EDGE 945 New Suffolk Avenue,Mattituck,NY 11952
4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2XIO#2+ RESIDENTIAL CONSTRUCTION CODE,AND SHALL MEET SUFFOLK COUNTY HEALTH GYPSUM WALLBOARD 5d COOLERS 10"O.0 C.FIELD
BTR DOUG.FIR. EATING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL
DEPARTMENT REQUIREMENTS AS STATED ON SEPTIC PERMIT. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
LENGTH STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK WALL SHEATHING: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Project No.:
STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH SEE NOTES:1,3(BOTH FIELDS)
WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL DEPARTMENT APPROVAL. 4'EDGE ZONE ed COMMON @ 6"O.C. Btl COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD IR-02
OPENINGS BETWEEN 41 AND WO AND 2XG WALL OPENINGS BETWEEN Bit AND 8'9. JOINT DESCRIPTION NAIL QTY. NAIL SPACING
PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY INTERIOR ZONE 8d COMMON @ 6"O.C. Btl COMMON @ 1Y'O.C. SEE NOTE:3 Seal Signature:
5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED PLUMBING RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT STRUCTURAL PANELS Bd COMMON AS PER TABLE 3.9.
HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S WFCM-SBC
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED 3"O.C.EDGE -
JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL 7116"OSB PLYWOOD Gd COMMON 6"O.C.FIELD WALL SHEATHING NOTES
BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS.
7. 7).PROVIDE 2.13/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS) GYPSUM WALLBOARD Sd COOLERS T'O.C.EDGE 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL
AROUND STAIRWELL ANDIOR OTHER ACCESS OPENINGS UNLESS OTHERWISE HVAC SYSTEM NOTES 10"O.C.FIELD BE USED.
NOTED(TYPICAL). FLOOR SHEATHING: 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G>0.49.FOR �O O
8. PROVIDE BLOCKINGIBRIDGING IN FLOOR JOISTS AT 8'O D.C..USE SOLID BLOCKING -
IN FLOOR JOISTS UNDER ALL BEARING WALLS. FRAMING MEMBERS WITH 0.42<G<,THE NAIL SPACINGS SHALL BE REDUCED TO 61NCHES O.C. C mt
9. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHEARING TO ALL JOINT DESCRIPTION NAIL QTY. NAIL SPACING 3. FOR EXTERIOR PANEL SIDING,GALVINIZED BO%NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS.
DRAFT BLOCKING AS NEEDED. APPLICABLE CODES AND SAFETY REQUIREMENTS.MANUAL J D S GUIDE LINES TO 4. PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING @ 10'0 MAXIMUM DISTANCE FOR NON ACCESIBLE AREAS.
BE FOLLOW.ALL DUCTS TO BE SEALED AND INSULATED BLOWER DOOR TEST TO 5. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ADD. df Jr
Ia. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 11Y' BE PERFORMED AS REQUIRED. STRUCTURAL PANELS 8d COMMON 6"O.C.EDGE 6. INSTALL 1-0O2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 39761 O�
THICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO 2, HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND 1.OR LESS 12"O.C.FIELD T •l
COVER OVER PLATES AND HEADERS. REQUIREMENTS WITH THE MANUFACTURER OF N£�
11. UNLESS OTHERWISE NOTED USE IT THICK AD PISESI FIR ORSCREWEDT 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND FIREBLOCKING NOTES
PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR SUBMIT IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND
JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER APPROVAL AS REQUIRED BY CURRENT IBC 2020&2020 NYS RESIDENTIAL CODE-FIREBLOCKING REQUIRED
MANUFACTURE'S INSTRUCTIONS. NOTES FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO
12. ALL BATHROOM WALLS TO HAVE Sir THICK MOISTURE-RESISTANT SHEETROCK. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL
13. ALL 1 HR FIRE RATED ASSEMBLYA TO HAVE ONE LAVER OF 518"TYPE%SHEET THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS:
ROCK AND AND SHEATHING
ATHINL TO E INSTALLED W TH IC ELECTRICAL NOTES NOTES ONLY. Date: Snle:
14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, AS NOTED
i HENRY BLUE SKIN OR APPROVED EQUAL 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" 1. L CONCEALED SPACES RI STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,T THE CEILING AND FLOOR
EL Is. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS ON-CENTER AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3" LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE ALLOWED
AS FAT INTERVALS NOT EXCEEDING 10 Drawing Title:
16. ALL SILLPLATESAND WOOD IN CONTACT WITH CONCRETE TOBEPRESSURE 1. ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES.CON.CODE ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR FEET.BATTSORBLANKETSOFMINERALORGLASSFIBERSHALLBEALLOWEDASFIREBLOCKINGINWALLSCONSTRUCTED GENERAL NOTES
0 TREATED.SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP•R. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS.
TEX TERMITE SHIELD OR APPROVED EQUAL 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR 2• AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,
o AS REQUIRED BY IBC 2015 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. PLATES,SHALL BE USED TO MAINTAIN LOAD PATH. DROP CEILINGS AND COVE CEILINGS.
4. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLOURESCENT UNLESS OTHERWISE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER
NOTED. MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. Drawing No.:
0 S. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED. TO BE REDUCED TOt•16D NAIL PER FOOT 4. AT OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME
C AND PRODUCTS OF COMBUSTION. G 001
N S. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED. S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CODE.
N
NOTES
GENERAL NOTES :
BASED ON THE 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE
DRAWING ISSUE
" CONSTRUCTION NOTES J.CONSTRUCTION SAFETY F.STRUCTURAL STEEL NO. DATE ISSUED FOR
A.DESIGN LIVE LOADS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING 1
CONSTRUCTION. 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 FV=50 KSI. 2
STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING S GUYING OF 2.STRUCTURAL STEEL TUBE SHALL CONFORM AT ASTM OR S R B(F7=46 KSI) 3
FOLLOWING FRAMING AGAINST WIND, 3.STEELWORK SHALL CONFORMTO'SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGSOF STEEL
- 4
LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CONSTRUCTION LOADS 8 OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN",OF THE AMERICAN INSTITUTE OF STEEL 5
CONSTRUCTION,INC.LATEST EDITION,INCLUDING ALL SUPPLEMENTS AND THE"GOOF OF
CODE: SUPPORT OF THE STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"LATEST EDITION. B
1.BUILDING CATEGORY: II FRAMING. 4.CONNECTION BOLTS SHALL BE 34"DIAMETER CONFORMING TO ASTM A325,TYPE K INSTALL EACH 7
2.IMPORTANCE FACTOR: WIND(L1N)=1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 8
NOW( )-_CO TIGHTENING.ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT'ONLY UNLESS
SEISM C(LE)=1.0 OTHERWISE NOTED. 10
3.GROUND SNOW LOAD: 20 SMIPSF S.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS
4.ROOF WE LOAD: 20 PEP K.COORDINATION PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 11
S.WIND LOAD: 130 MPH BASIC WIND SPEED 6.ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS 12
WIND EXPOSURE:B WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE"STRUCTURAL WELDING
VELOCITY PRESSURE EXPOSURE COEFFICIENT, 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE CODE"AWS DIA OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS DRAWING REVISIONS
KZ 0.85 ENGINEER OF ANY REQUIRED ON THIS PROJECT.
DIRECTIONALITY FACTOR,KD:0.85 CONDITION NOT AS ASSUMED.HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE 7•ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 NO. DATE REVISION
GUST EFFECT FACTOR,G: D: FOR THE SAME. INCHES IN LENGTH LION ON THE DRAWINGS.PROVIDE ONE NUT AND ONE WASHER WITH EACH 1
INTERNAL PRESSURE COEFFICIENT,GCPI:20.18 ANCHOR BOLT UNLESS OTHERWISE NOTED.COLUMNS TO BE ERECTED AND LEVELED WITH 2
SPECIAL WIND REGION:YES LEVELING SHIMS,LEVELING NUTS ARE PROHIBITED. 3
6.SEISMIC: SEISMIC DESIGN CATEGORY:B B.ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS
DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2,13 4
SDs=0.148 OR 14.CLEAN(WIRE BRUSH)AND SPOT PAINT ALL FIELD WELDS,FIELD CUT EDGES AND SERIOUS 5
B.FOUNDATIONS SDI=0.085 ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. 6
1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS= 9.BEAMS AND LINTELS SHALL BEAR 81NCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 7
2'000 PSF. M.MISCELLANEOUS 8
2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 9
PRIOR TO PLACING CONCRETE. 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND G.STRUCTURAL LUMBER JO
3.BOTTOM OF FOOTINGS S14ALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL 2020 MYS ENERGY CODE
To REACH FIRM,UNDISTURBED SOIL 11
4.SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS)FOR LOCATION OF 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLESS 12
EXECUTING ALL THE
PARTITION WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES:
FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE CODE OF STATE OF a.Fla=850 PSI THIS APPLICATION IS APPROVED ONLY FOR WORK
STRUCTURAL DRAWINGS. b.PC(PERPENDICULAR)=625 PSI INDICATED ON THEAPPUCATION SPECIRCATION SHEET.ALL
NEW VORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION.
S.ALL FILL INSIDE AND
OTHER EXTRANEOU BE S
MATERITED ALS.
PLIAL ACE
FILL IN IFTSNOTRASH, 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR C.FV=95P51 TO BE CONSIDEREDMATTERS SHOWN ME No7i0 BE RELIED UPON,OR
WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS.PLACE FILL IN LIFTS NOT d.E PRESSURE
PSI TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
CONTENT
ENTAS INCHES ANDBY EACHLIFT95 ASMEAUREBATOPTIMUMMOISTURE OR ANY SUBCONTRACTOR 2.ALL PRESSURETREATED LUMBER NARY)TBE No.2TME SOUTHERN YELLOW PINE,OR BETTER,WITH
OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK.
CONTENT ELEVATIONS
SHALL
NOT BE RAISED OR%LOWERED WI H UASTMAPPRO7.VAL
4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR PROVIDACQ E
WASHALINE RS BETWEEN ALL THE TREATMENT.
G.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE VARIANCE APPROVAL 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD.
ENGINEER 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT
7.FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW.AL;LAG BOLTS
ENGINEERING REPORT. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES
8.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF GENERAL NOTES BY DRIVING WITH A HAMMER Desi
THE 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 1 161NCH LARGER g^eC
SOIL(ONE VERTICAL TO TWO HORIZONTAL) THANTHEBOLTS. //�� //�� /�
9.DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING,AND MAKE SAFE S.
STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. I S/`1/"1C R/'11 E
ENGINEER FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE ALL FLOORS,ROOFS, 7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS
PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHOWN ON THE DRAWINGS. 430 Main Street Green port,NY 11934
FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. 2.DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. P
10.CONTRACTOR MUST ADEQUATELY PROTECT WALLS,PIERS,ETC.FROM DAMAGE DUE TO ARE APPROXIMATE AND 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS
ARE BASED ON AND
INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION T.347-276-5093 E.clay@isaac-rae.com
BACKFILLING. INCLUDING BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,
11.CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM PERTAINING TO LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR
THE EXCAVATIONS FOR UTILITIES,ETC. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL THAT ACCESSORY,ASTM A213,A153 OR OTHER.
12.WHERE PIPES PASS THROUGH NEW WALLS,DROP FOOTINGS SO THAT PIPES PASS OVER DISCREPANCIES BETWEEN 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY
THE TOP OF THE FOOTINGS. ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. Applicant or Record:
13.DEWATERING PROCEDURES,IF REQUIRED,SHALL NOT DISTURB THE SOIL STRUCTURE. REPORTED TO THE ARCHITECT 11.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
14.THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE FOR EVALUATION PRIOR TO START OF FABRICATION. a.Fb=2,600 PSI
STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 3.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL, b.FV=285 PSI
COMPROMISED. ELECTRICAL,AND PLUMBING, C.PC(PERPENDICULAR)=750 PSI
ETC.REQUIREMENTS,DISCREPANCIES,AND/OR SHALL BE REPORTED TO THE ARCHITECT d.E=1,900.000 PS
C.CONCRETE IMMEDIATELY.
1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING,
FOLLOWS: FABRICATION,AND ERECTION H.ABBREVIATIONS
a.FLOOR SLABS,WALLS 4,000 PSI PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL
b.ALL OTHER CONCRETE WORK 3,000 PSI 5.OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN
Z ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. ON THE STRUCTURAL THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED
3.CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR.FLOOR SLABS DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER ON
SHALL BE CLASS 2, THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED:
4.PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON
DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. AFF ABOVE FINISHED FLOOR FT. FOOT/FEET SPECS SPECIFICATIONS
S.CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS AL/ALUM. ALUMINUM GA. GAUGE TSG TONGUE AND GROOVE
SPECIFIED IN CHAPTER 12 OF ACI 301.
6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. GENERAL CONDITIONS & AND GALV. GALVANIZED TYP. TYPICAL
7.PLACE 112"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL
SURFACES UNLESS OTHERWISE NOTED. 0 AT GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED
1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE BLDG. BUILDING H. HIGH VERY. VERTICAL
D.REINFORCING STEEL REQUIREMENTS AS SPELLED ALLDER NSANDDRIERDISCLOSURESSETFORMHEREIN
1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615,GRADE OUT IN THESE NOTES.ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH CMU CONCRETE MASONRY UNIT HOR12: HORIZONTAL V.I.F. VERIFY IN FIELD ARETHE PROPDMOFMETROPOWAN BUILDINGCONSULMNG
60. MAY PERTAIN TO THEIR GROUP,PC.IN ACCEPTING THIS INFORMATION YOU AGREE NOT
2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1850R ASTM A497. TRADES.FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE DBL. DOUBLE INSUL INSULATION WI WITH TO REPRODUCE OR CONSTRUCT R,IN WNOLE OR PART,
3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING FROM THEIR WRHDUTTHE N BUILDING
WRITTEN PERMISSION OE
REQUIREMENTS.QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. �' EACH TNT. INTERIOR W.C. WATER CLOSET METNDPOLRAN BUILDING CONSULTING GROUP,PG
MANUAL",PUBLICATION SPS6. 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL ELEC. ELECTRICAL L LENGTH,LONG WD. WOOD
4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CONDITIONS TO BE MET
PLACING CONCRETE. E.P.S. EXPANDED POLYSTYRENE LAV. LAVATORY W.H. WATER HEATER
5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS BEFORE SUBMIT-PING BID.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT Project
LONGITUDINAL BARS IN FOOTINGS REQUIREMENTS SHALL NOT EXT. EXTERIOR S.STL. STAINLESS STEEL W/O WITHOUT
CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA 945 New Suffolk
E.GROUT COMPENSATION. F.D. FLOOR DRAIN STL- STEEL W.W.F. WELDED WIRE FABRIC
1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING 3.GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON 945 New Suffolk Avenue,Mattituck,NY 11952
PLATES. JOB AND SHALL BE
2.NONSHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C RESPONSIBLE FOR SAME
4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL
S GOVERNING AUTHORITIES.
621.GROUT SHALL BE NON-METALLIC AND NON-STAINING. n Project No.:
SHEATHING SCHEDULE: S.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS,ARCHITECTURAL, %�\`-- ----- IR-02
AND MECHANICAL --m--_____--��\ W-- --fir---
LOCATION NOTES NAILS BLOCKING NAIL SPACING DRAWINGS. III III v III III Seat/Signature:
PERIMETER INTERMEDIATE E.
ALL OPENINGS IN WALLS,FLOORS,ROOF,ETC.TO BE LOCATED AND SIZED AS PER ��I _____ IIIII _ JT�LL ____ ALL_
MECHANICAL AND ARCHITECTURAL L Ilr- _-111'-------'-11�----
ROOF ZIP 5/8 STRUCTURAL 1 IOD YES 4"O.C. 12"O.C. REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL I I I I I I I
DRAWINGS. III III III III
ADVANTECH 23132 4"O.C. 12"O.C. 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS Eh1=====_=====1q =______-� =_____ = t=^
FLOORING 10D YES III III II I PERIMETER
STRUCTURAL 1 BEEN INSTALLED AND IS BLOCKING
STRUCTURALLYSOUND. III III III �,II ��(LEO ARC
WALLS ZIP 518 STRUCTURAL 1 8D YES 4"O.C. 12"O.C. 8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT c II III I� II
CORPORATION OR APPROVED EQUAL
AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,INCLUDING TORQUE, �I__ _t
I III__________JIL-_ INTERMEDIATE ��A
EMBEDMENT,LENGTH,ETC. cYl---'-'---- =rtx�a_ NAILING
9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR III 1 I SEE SCHEDULE
SHEATHING SCHEDULE: THE PROPER I I IIII N >r
PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES METHODS,SAFETY E�1=====_____ �=A _____=====7k=O ? 39 61 O?
LOCATION NOTES BLOCKING SILL PLATE ANCHORS AND SECURITY ON THE I III TF OF N6`I'IJ
JOB SITE.ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE
ABOVE AND SHALL BE HELD EIII-===______ - .=o=_ ______====+IF_-,
2X6 DOULAS FIR p2 @16"O.C.AND(2) HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND III I SHEATHING SEE
2X6 @ EA.OPENING AND END OF 112" ALL CLAIMS,LOSSES, IIIII�_ L SCHEDULE
WALL TYP.518 STURCTURAL 1 ANCHORBOLTS @ SUITS,AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON E 9r- _ -_ -¢=A=D a --�-T-- STAGGER LAPS AS SHOWN
SHEATHING ON EXTERIOR WI ED 36"O.C.AND WITH THIS PROJECT. I I I INAILES@2"O.C.@ PANEL EDGES IN 12"OF BOTH 10.ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALLISWt AND @1Z'O.C.@FIELD YES SIDES OFALL END BEATTHESOLE Eryl=====_____ =¢=o=e ===__=====7Ik=7 Date: 8nle:
INTERIMEDIATES.112"GWBSHEATING PLATES. DISCRETION OF THE CONTRACTOR ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT II II PERIMETER NAILINGn ONINTERIORW/BD NAILS IFt"O.C.AT sIMPSON HDSA @ SHALL NOT BE E�I=__-__-____-_ _¢-_p-o-_ _____ ___ __^ SEE SCHEDULE Drawing Title:
______d PANEL EDGES AND @12"O.C.@ EACH END CONSTRUED AS PERMITTING ANY OTHER DEVIATION. 111 I I GENERALNOTES
FIELD INTERMEDIATES
E I__-_-- x•�o-=a_ JIL-oryl---------- ilr-----------
II
------- --- Dewing No.:
N SHEATHING ATTACHEMENT DETAIL
G-002
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
SANITARY RISER DIAGRAM 2
3
4
5
6
I 7
B
9
10
P---7 -------- --- -----------------
11
u
DRAWING REVISIONS
PR,MA- NRDDM rvswaEsrRA NROOM
———— — —— NO. DATE REVISION
I T -f -- 1 vsNT T-T ,�avenr , i
°VENTLwE�I PENT ,,i YErvT I'YENT „la-YENr iYErvr 2
3
wD IAY we IAY INN 4
sNowER 5
r.-IN -IN F_„rs'DR iN 6
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SECOND FLOOR a
RALPaATNRDDN 9
°-VENT t t u 2'VENT , T rl VENT
OFF 11-VII
atiw RI-SSRANCN UNE—� l I 12
I
THIS APPLICATION ISAPPROVED ONLY FOR WORIV IV IK
APPUCATIO
NDITED ON ME N SPECIFICATION SHEEr.ALL
OTHEERMATTERS SHOWN ME NOTTO EREUED UPON,OR
I �I+rz-D-N TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
OROUNO FLOOR
I Nr
Designer.
r ��430 Main Street 11934
T.347-276-6093 E.clay@isaac-rae.com
��—PROPosEvcLEANOUT
xE To su Tou couN Applicant Of Record:
„L _ROVED SEFDD VROPOSED MM
PLUMBING NOTES
NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS,PRIVATE
LAVATORY FAUCENTS AND WATER-CLOSETS SHALL MEET THE ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
SPECIFICATIONS REQUIRED FOR THE WATER SENSE PROGRAM ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
LABEL AND SHALL BEAR SUCH LABEL,OR SHALL BE APPROVED IN ROOF----7 -------------------------- GROUP,PC.IN ACCEPTING THIS INFORMATION YOU AGREE NOT
TO REPRODUCE OR CONSTRUCT U.IN WHOLE OR PART,
ACCORDANCE WITH CODE.
WRHOIfTTHE E%PLICR WRITTEN PERMISSION OF
ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER METROPOLRAN BUILDING CONSULTING DROOP,PG
INSPECTION G a
NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF I I Project
WORK OUTLINED IN THE PLANS.
LL____----------r•_-".•Nw.-- --------------------y°'"w------r---r----�'° 945 New Suffolk
Nw--�
MAXIMUM FLOW RATE OR G M AT
., j I
LAVATORY,PRIVATE-1.5 GPM AT 60 PSI 'xw—J—--++mcw•---1-yN-cvri----y°'c'+^;---------i---++rs'cw-i---'vN-cw----�----�-------�a�°^cw
HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI 945 New Suffolk Avenue,Mattituck,NY 11952
SINK FAUCET-2.2 GPM AT 60 PSI t^cw
WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR I I +-"�x '�' �L,
14nwEvu� 14rvn�
EQUIVALENT DUAL FLUSH � vs,DCNO tiwv �s BrvG_ "vEwc — —Ex• Project No.:
SECOND ODOR
I I j} 1 NEwsnoL+FR IR-02
�tlES Seal/Signature:
II "
u oTF
Easi"nc OF$
P LATRISERBwwcx �-- °-Nw-�------�----�'°"'M' ---a.-Nw--
vAWESAND
LINE --------�
II I-ya-cHrr------r__-_—cwti----.v°-cw--11 I
i 1 DAR�y
I Dw Ex�s�V ��5 C,G Y CO
GROUND FLOOR
„ T
N
39767 yOQt
------nrr Hw._7 I FOPN
14-----.+trr cw._4
NEW l
As"ER Date: Scale:
Drawing Title:
IL O. PLUMBING AND SANITARY RISER DIAGRAM
IN
N
fO
O
Drawing No.:
N
P-001
N
a
NOTES
36"KT. 36"HT.RAILINGS
RAILINGS(TYP) DN (TYP)
DRAWING ISSUE
RpNGOE SINK REF 10. DATE ISSUED FOR
16' 101, 2
3
DN
OFFICE NOOK HALF BATH KITCHEN 4
s
BEDROOM#1 6
BEDROOM#2 ON 7
15'-6" B
9
SO
11
12
DRAWING REVISIONS
CHIMNEY
NO. DATE REVISION
CLOSET CLOSET CLOSET m ' _
SUNROOM 13'-1O' 3
b 4
!4\1 UpI&C BEDROOM#2 LIVING ROOM U_P EXTERIOR 6
BATHROOM BASEMENT ENTRY 7
BILCO DOORS a
9
BEDROOM#3 0 - 10
FOYER DINING ROOM 1i
12
GUEST BATH OM WALK-IN CLOSET
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
6-It" OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR
L
TO
Ar BE CONSIDERED AS EITHER BEING APPROVED OR IN
Frn—
DN
LINE OF
OVERHANG Designer.
ABOVE ISAAC - RAE
430 Main Street Greenport,NY 11934
n AS BUILT SECOND FLOOR PLAN r1 AS BUILT GROUND FLOOR PLAN T.347-276-6093 E.clay@isaao-rae.com
Applicant of Record:
36"HT. 36"HT.RAILINGS
RAILINGS(TYP) N INPI
CLOSET GfiANOGE SINK
MUDROOM
ION BATHROOM#1 O ALL DESIGNSAND OTHER DISCLOSURES SET FORTH HEREIN
ARE THE PROPERTYOF METROPOLITAN BUILDING CONSULTING
-- --- GROUP,PC.IN ACCEPTING THIS INFORMATION YOU AGREE NOT
TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
BEDROOM#1 - --- BEDROOM#2 ON 0 WITHOUTTHE UPLICITWRITTEN PERMISSION OF
--- TO BASEMENT METROPOLITAN BUILDING CONSULTING GROUP,PC
REF KITCHEN Project:
-- 945 New Suffolk
-- - PANTRY 945 New Suffolk Avenue,Mattituck,NY 11952
CHIMNEY CLOSET CLOSET _
CLOSET CLOSET CLOSET -- - - ------ Project No.:
SUN ROOM ___ __ IR-02
-- -- Lwi ----- SeaV Signature:
5 5
- p- a a --
TO ATTIC W LIVING ROOM UP EXTERIOR
�/ LL "- BASEMENT ENTRY
BILCO DOORS
cERED'�Oy
BEDROOM#3 o Q�5 G Y Cp
BEDROOM#4 ��OA
FOYER DINING ROOM
HROOM
Ln �'
39761 O�
TF OF NENy
ON
I
L------ ------ LINE OF OVERHANG Data: Scale:
AS xon:D
r
ABOVE
-drawing Title:
D- AS BUILT AND EXISTING SECOND AND GROUND
N FLOOR PLANS
EXISTING SECOND FLOOR PLAN r1 EXISTING GROUND FLOOR PLAN
rn 1,4
/4"=1'-0" 1/4
/4"=1'-O" Drawing No.:
N
O
A- 1 00 . 00