HomeMy WebLinkAbout50376-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
rr
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 #: 50376 Date: 2/27/2024
Permission is hereby granted to:
Romanelli, Ethan
..."I".___.0. _......_w.'n...Ba .view Rd_..m...m.........�.._.........
. .... w____.........._------_........ .........._.................................. _......._. ..�w.w._.w._........._..m.wwww_.............�.
11500 Ma' ."__w_y
Southol . ._N.Y .1.1971 w.ww.w............._......_.—...�.............._._........_. _w w.. ...w........................
To: Construct accessory shed at existing single family dwelling as applied for.
Must maintain minimum setback of 5 feet from rear and side property lines.
Additional certification may be required (being moved from different location).
At premises located at:
11500 Main Bayview Rd Southold
w_w......._...........�......... _�_ -.....�.w_................_-.-........... ......... _..._...w_......_..u.._.........._._..� __._................_
SCTM # 473889
Sec/Block/Lot# 88.-5-2
Pursuant to application dated 10/20/2023 µ and approved by the Building Inspector.
To expire on ww 8/28/2025.
Fees:
ACCESSORY $233.00
CO-ACCESSORY BUILDING $100.00
Total: mmmm.....� � $333.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 Nalr : avctt.loldta ' '� �tow'
V1
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. so Building Inspe�ct�or. �.._. Q"P� 'P023
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 'o ! ,,`•, t 'A " ,
Owner's Authorization form(Page'2)shall be completed.
�, T
Date:
OWNER(S)OF PROPERTY:
Name: 5 G n p r►�IA v�G��� SCTM#/I1000- y7388`l
Project Address 115'p0 jg6(1N // /J
Phone#: C�� —J g – 2 �o(o Email: oh�l'gi'X (i r–AC-c/1 (9 MG I )1-7Mailing Address: �I S OO 1 Y1 eA Vl�c(-7 C.,
CONTACT PERSON:
Name: - , /&—/O
Mailing Address:3 415.7a
Phone# �J?�� '/ �...� Email. C /pp��Cvr1 �� a/I.CvM
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:/
Name:
MailingAddress:��,' 70 /ya1n R� Lte' UC �� //-93S
Phone#: 63 39q .. 3/ 3 Z Email: ell GZ Cc��'I uC� M4IL•
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Additi n ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other. ..� r� /Z /8 $ ,ZS"OD
Will the lot be re-graded? ❑Yes KNO Will excess fill be removed from premises? ❑Yes
No
1
PROPERTY INFORMATION
Existing use of property: �i4ic,-1
* intended use of property: CSI
� c6
Zone or use district in which premises is situated: Are there any covenant 4 and restrictions with respect to
I this property? E]YesVNo IF YES, PROVIDE A COPY.
eteAh4L
Check Box After Reading: 'The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
tiiapter 236 of the Town Code. APPLICATION IS HERESY MADE to the Building oeparmsem for the Issuance of a Building Permit Pursuant to the Building Zone
ordlinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildlop,
additions,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 buildlog(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor putsuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): Ell�lc 400e-z /yAuthorized Agent ElOwner
Signature of Applicant: Date:
-6 CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk County
Commission Expires April 14,2v—)--,--i
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
,,).SJ-4�ay of 20 Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the appkant is not the owner)
residing
/V�do hereby authorize 0 ......._to apply on
my 1e.hall to the Town f Southold Buildi Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
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SURVEY m':t01" 2 S
14AP OF:TERRY WATERS CE:RT1FgE,0 TO, h11CCLE 1R1D04
FILED: OEC. 29, 1958 No,2901 J1)AOF1 #N C 5p4 ta�4 N
1 IpTY 1TNatil TMr4E lPSLarTnNCE CDM& r yY^
SiTUI RED AT.SOUTHOLQ
roAN oro SOLTTHOLD
SUFFOLK COUNTY, NEW YORK
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BY-LAWS OF TERRY WATERS PROPERTY OWNERS ASSOCIATION,INC
ARTICLE I(PURPOSE): The purpose of the Association is to promote co-operation and
fellowship among the lot owners in the development known as Terry Waters,located south of
Bay View Road in Southold,Suffolk County,New York(hereinafter referred to as Terry Waters)
and to maintain such real property and other property this association might own or possess for
the convenience and enjoyment of its members,as far as financially possible. The office of the
Association shall be in the Town of Southold,Suffolk County,New York.
ARTICLE H(MEMBERSHIP): The membership shall be limited to lot owners of Terry
Waters.Lot owners shall become members by completing a Membership Form prepared by the
Association and by paying the required dues for the current year.There shall be only one
Membership form approved for any lot owner or owners regardless of the number of lots owned.
There shall be only one Membership form approved for one or more lots whether owned by an
individual,several persons jointly or in undivided fractions,by two spouses,by a corporation,
partnership,joint venture or syndicate. The membership terminates when a lot owner ceases to
own property in Terry Waters.
If a lot owner dies,the membership shall be transferred to one of his heirs,beneficiaries or
surviving tenants who acquires the lot and applies for such transfer after presenting proof of
ownership and a completed Membership Form.A majority of the Board of Directors can expel a
member who has been in default of his financial obligations to the Association,dues excepted for
sixty days or longer and after a request for payment has been mailed to him at his recorded
address a minimum of one month before such expulsion becomes effective.
A two-thirds majority of the Board of Directors may expel a member who violates the By-Laws
or any rules and regulations of the Association after having failed to cease such violation in spite
of registered letter from the Secretary requesting termination of the violation. Each completed
Membership Form and dues payment entitles the holder to only one vote at any membership
meeting. Any member can exercise his vote by a written proxy,subject to further provisions of
these By-Laws. Such proxy authority must be signed by that member,can be given only for a
specified dated meeting and/or the adjournment date of such meeting and must be presented to
the Secretary at or prior to such meeting.Such proxy authority entities the holder to vote only on
items which are specifically stated in the notice for such meeting. A meeting to adopt these By-
Laws shall be held as soon as possible and all lot owners whose address can be established shall
be invited to attend with at least 15 days advance written notice stating the date,time and
location of such meeting.
At such meeting,a President;a first Vice-President;a second Vice-President;a Treasurer and a
Secretary shall be elected to remain in office until the first Annual Meeting provide herein and
these officers shall constitute the entire Board of Directors.
The Annual Meeting of the Association is to be held on the last Sunday or Saturday of each June
at or about 1 o'clock P.M. The meeting date and time may be changed for good reasons with the
consent of the majority of the Board of Directors.Additional meetings of the members are to be
convened for a stated purpose on any Saturday or Sunday either at the written request of a
majority of the Board of Directors or at the written request to the Board of Directors of 25%of
the membership or a minimum of seven members. Such written request by the membership must
state the purpose for such request. Subject to the provisions set forth by these By-Laws and
otherwise required by law a quorum must be present in order to hold a meeting of the
membership.50%of the membership,present in person or by proxy,shall comprise a quorum.
Such proxy vote can vote only on matters set forth in the notice of meeting.Of two joint property
owners,either owner may vote for both.A written notice mailed at least ten days before each
meeting shall be sent by the Secretary or his assistant from a Post Office receptacle to each
member at his address as stated by the member on the Membership Form,mentioning the date,
time,place,and purpose of the meeting.
At all meetings of the membership the order of business shall be as follows:
1) Recording the voting rights present in person or by proxy;
2) Reading of the minutes of the previous meeting for information and approval;
3) Report of the Officers;
4) Report of Committees;
the article of the Certificate of Incorporation and the By-Laws of this Association.The Secretary
shall have the following responsibilities:
1. To keep a record of the names of all members,their addresses and signatures on an
individual record for each member as reported by such members. This record is to be
available at all meetings.
2. To attend all meetings of the members and of the Board of Directors and record all
minutes and votes taken in such form as required by law,the Certificate of Incorporation
or the By-Laws.
3. To cause to mail or had out any notices in proper form as required by law,the Certificate
of Incorporation or the By-Laws.
4. To safekeep all documents,records,books and the Seal of this Association.
5. To execute all requests made to him in his capacity as Secretary by the President or,in his
absence,by a vice President and to allow any member to inspect all records,documents
and books at a reasonable place and time.
The Treasurer shall keep accurate accounts and records of all monies received,withdrawals
checks,other vouchers and bank accounts.He shall promptly deposit all monies in one or several
banks as instructed and as selected by the Board of Directors.He shall render a full financial
accounting at each Annual Meeting and at other times as requested by the membership and keep
his accounts and all records open for inspection by any member at a reasonable place and time.
The records of by the Secretary and Treasurer are to be stored for safekeeping until
authorization is given by the Board of Directors for their disposal.
The Board of Directors is herewith requested to cause—as soon as possible-a change in the
present Certificate of Incorporation to bring about:
1 The deletion of subparagraph`d of Article"SECOND"on the first page of this
Certificate of Incorporation;and
2) Have added to this Certificate of Incorporation the following words:"All officers shall
be elected by the members instead of by the Board of Directors."
ARTICLE V(DUES): Every member shall be obligated for annual dues,the amount of which
shall be determined at the Annual Meeting on the recommendation of the Board of Directors.
Such dues shall be used only to defray normal operating expenses such as postage,stationary,
printing,insurance costs and other necessary administrative expenses.It is anticipated that such
dues will not exceed$100 per annum,unless otherwise authorized by the general membership at
a proper membership meeting.Dues shall be due and payable immediately upon being
established at the Annual Meeting.Membership shall terminate automatically if dues are not
fully paid by October 1 immediately following that Annual Meeting.
ARTICLE VI(ASSESSMENTS):In the event the Association should find it necessary to incur
expenses not covered by the annual dues a special assessment may have to be imposed. Such
assessment may be authorized only by a majority vote at a general membership meeting.
ARTICLE VII(CHANGES OR AMENDMENTS): changes or amendments of the By-Laws
and the Certificate of Incorporation may be made only at a membership meeting called for that
purpose,upon the approval of two-thirds of the members present in person or by proxy.
2
TERRY WATERS PROPERTY OWNERS ASSOCIATION, INC.
SOUTHOLD, NEW YORK 11971
The RULESAND REGULATIONS FOR YOUR PRIVATE BEACHAND PARKPROPERTY
and for the roads within the Terry Waters community are for the safety and enjoyment of the
owners, visitors, and renters.As stipulated in the Town's website,when violations occur, call
Code Enforcement at 631 7651939. Continued violation of these rules and regulations
jeopardizes your Membership in the Association.Please share them with those visiting or renting
your property.
PETS: In furtherance of the Southold Town Code,and for the safety of our residents,kindly
make certain that your dog does not run at large and is maintained on a leash on public roadways.
(Southoldtownny.gov.)No pets are permitted on the beach of your Association's property.
WATERCRAFT:
1) Boats may be moored to properly anchored buoys offshore,not less than 100 yards
from the mean low water mark and 20 feet east of the jetty. The Association assumes
no responsibility for said moorings or the boats moored thereto.
2) When launching or landing a rubber or plastic raft,rowboat,or sailboat,use the
western 20 feet of the beach.
3) Launching power driving craft or jet skis is not permitted.
THE FOLLOWING ACTIONS ARE NOT PERNHTTED:
1) Erection of tents,temporary shelters etc.
2) Littering(please bring all your disposable items back to your home when you leave
the beach)
3) Loitering within the Park/Beach area and adjacent roads
4) Bringing motor vehicles of any kind(including motorized carts)within the
Beach/Park area
5) Open fires
6) Fishing
7) Parking at the Association's Beach/Park area between 10 pm and 6 am. Please park
at a 45-degree angle and as close to the fence as possible. This will allow more cars
to be accommodated and to keep both Rambler Road and Watersedge Way more
accessible to moving vehicles and away from nearby homes. Please do not park so
close to the gate opening that your car will impede people entering or leaving the
beach area.
8) Air rifles are not permitted on Association property.
File: Terry Waters Rules - 2001
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GENERAL CONSTRUCTION NOTES+ GENERAL FRAMING NOTES* MISCELLANEOUS CONSTRUCTION NOTES- GENERAL INTERIOR * EXTERIOR STAIR NOTES,
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF I&" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 3:2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-575 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301,4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9." FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CL05E UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING BUILDING DEPARTMENT NOTES .
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 6'-8" AS PER R314.3.
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 794"
2. ALL CONSTRUCTION WITHIN THE: 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS a. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (1-4/0 NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.5.C. MINIMUM NOSING PROJECTION - 314"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY," CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - 9/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTE51
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOT &E51 AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL O
S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE, PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311 R312 AND R301,5 DESIGN CRITERIA:
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL , C a
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS. LIVE LOAD 40 PSF:
2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: O 5)
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O■ O.G. WHICH EVER IS LE55. 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" F,
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: �-I 3 U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. WIND LOAD 13O MPH W E-
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND Z �.
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR W U
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTE51 H D C
WORK, SQUARE FOOTAGES: Q 0 o
8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS,
S. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY GENERAL NALL BOARD NOTE51
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED. a. ONE IN EACH SLEEPING ROOM. Q
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
9. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS, RE-LOCATED GARAGE 216 S.F.
9. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS UNLESS NOTED OTHERWISE, PROVIDE 5/8" MOISTURE RESISTANT
CEILINGS OVER ALL BEARING WALLS AND GIRDERS, c, ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING - �t
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL V pp
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS.
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL N C�
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE x �MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL -n ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE " CEMENT BOARD AT ALL WET AREAS WALLS CEILINGS DECKS
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS U rq
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: O -n
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS " .-�
SHOWN UNLESS NOTED OTHERWISE. B. PROVIDE ONE LAYER OF APPROVED 5/8 FIRE RATED GYPSUM WALL BOARD �� p
NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE ZONE -
It. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, It. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS, NAILING NOT F�1
DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND AL50 NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE
12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
YEAR MATERIAL.
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS
GENERAL EXCAVATION * BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH =30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A °/ S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS, ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH , HOUR FIRE RATED AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE Imo,
1
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, SHEET A 1 GENERAL NOTES > 1
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. r-1
WAND NON-5HRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION.
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES-
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF a. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER SHEET A2 FOUNDATION PLAN
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS ENERGY NOTE51
3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN.
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A2 FLOOR PLAN W
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF
a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A 501E BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/5" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A2 ELEVATIONS/SECTIONS
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.C. WITH BATT INSULATION PER NEW YORK STATE.
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS. CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
b. EXTERIOR WALLS- NOTCHING AND BORING,
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2, THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
1, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. r r
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, v
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE It. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE
REQUIRED HEIGHT. GENERAL GLAZING NOTES- SOLE RESPOSIBILITY OF THE USER OF HI5 DOCUMENTS AND HIS CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE 1, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A 111, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
TEST OF ASTM E 1996 AND OF ASTM E 188(o AND R301,2.1,2 OF AIRPDDI�ED AS NOTED
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE
OTHERWISE. BY EXCEPTION TO R301,2.1,2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF �j/7Z��/
4, ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A DATE. B.P.# O
d. PROVIDE 2x4 STUDS AT 16" O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE, AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK' DOCUMENTS MEET � _
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 201E ?I / "" o
e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. FE JJJ V ?� BY: ���- OCCUPANCY OR
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM NOTIFY BUILDING DEPARTMENTAT USE IS UNLAWFUL. O
CLIENT PRIOR TO MOVING ANY SHRUBS TREES, O PLANTINGS, SLOPE ALL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE [�
Y OR ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. 631-765-1802 8AM TO 4PM FOR THE L
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE
f. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. FOLI_o+:n►NG INSPECTIONS: ��ITHOUT CERTIFICATE
BOTH SIDES OF THE HEADER. 1
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON 1. FOUNDATION-TWO REQUIRED
GENERAL EMERGENCY ESCAPE * RESCUE NOTES- GENERAL SWIMMING POOL, HOT TUB F(.R POi_►Y'4 SPA BARRIER NOTES- 'Q .ED CONCRETE F OCCUPANCY r--�
GENERAL CONCRETE NOTE51 h, LINTELS SHALL NOT BE LESS THAN,
EVERY SLEEPING ROOM AND BASEMENTS W ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER WITH HABITABLE SPACE SHALL 2. F -``q'i E - t:RAWNG&PLUMBING
+ i
BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE 3. Ikzju.A1 i011
1. THREE 2x10'S FOR SPANS UP TO 7'-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW PORK STATE. PROVIDE APPROVED
I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 11, THREE 2x12'S FOR SPANS UP TO 9'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS 4. FINAL-CONSTRUCTION MUST
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH THE CODE REQUIRES. BE COMPLETE FOR C.O. Additional
I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2 ALL CONSTRUCTION SHALL MEET THE
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501L DE51GN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE REQUIREMENTS OF THE CODES OF NEW Certification
PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO.
YORK STATE. NOT RESPONSIBLE FOR May Be Required.
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN OR CONSTRUCTON ERRORS
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET r D 4
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (I)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". RETAIN STORM WATER RUf`OFF ,Q�� �PRD M.,�
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II,(2)-2x6 (FLAT)'FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" PURSUANT TO CHAPTER 236
SECTION, THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE OF THE TOWN CODE. h"
k. PROVIDE I" ADVANTEGH" PLYWOOD SUB-FLOOR TYPICAL. 3, -'-�
PLANS WITH *95 REBAR IN THE LOWER 1/5 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
COIYI(-h
C LY WITH ALL CODES OF
WALL CRO55 SECTION, I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. N`-'• YORK STATE
TO WALL WITH Yz"m DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED, TEGO ALL A. AS RE &TOWN CODES
A. (2)-2x6 AGQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL REQUIRED AND CONDITIONS OF
5. %"0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE SOUTHOLDTOM, ZBA nrcmierl .t"* "'"�::tYO�lTv.<'I;j"JIfiEO F�4186��pQ�
M. PROVIDE GIRDER PER PLAN ON 3Y2"0 DIAMETER STEEL COLUMN ON POURED ��j�J 'nT � OF NEW
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE SDUTNOLOtOrYNPLANN(�lGBOARD
CONCRETE FOOTING bS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE.
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO SOUINOWTOV'I' MSTEES
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. I U N S.REC
7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON �7
SOUTHOLD NPC
WATERPROOFING BY RUB-R-WALL OR EQUAL. SCHD
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON /rEI
UNDISTURBED SOIL OR 4" TRICK COMPACTED SAND TO 95% RELATIVE DENSITY,
9. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALT_ HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 PSI AT 28-DAY TEST, NO ADDITIVES SHALL BE PERMITTED TO
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
No.11 Date I Title
AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
It. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI Uf'
318 AND ASTM C1157 REQUIREMENTS. ® t
t; Date:
(ca
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® I/2/24
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
6 s JAN 1 S 2024 Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED 1
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER.
14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL.
C�
W
w Q OF SHEETS
12'-0"
12'-0'1
- - - - - - - - - - - - , I
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5/6"0 x 12" ANCHOR BOLTS
In1/ B"XS" STL. I I I I TO BENREBLOCADTING RELOCATED
�0+
WASHER P 53" O.C. , AND REST ON NEW
WATERPROOFING I i UNEXCAVATED i I O O FOUNDATION 0 W W
8"xIG" P.C. FOOTING 4
W/ W fo I I I I E-
I " P.G. SLAB / XG, Z
(3)7x5 RE-BARS I I 10/10 W.W.M. ON I I �_ IA dJ x
COMPACTED FILL (TYP.) I I N VERIFY ALL CONDITIONS ¢
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(�FOR M O.H. DOOR I n/ O
L - - - - - - - - - - - -*J I EXIST. 2"x8" HDR.
�•— — — — — — — — — — — — — — —�!j (VERIFY) M
2'-011 81-011 [21-011
if-loll 81-4" 11-1011
12'-0"
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FOUNDATION PLAN FLOOR PLAN
SCALE: 4"'— '-0" SCALE: 74"-1'—O" rTO O
h� z
NOTE=
VERIFY ALL EXISTING CONDITIONS A�s1D CLEARANCES O
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
nH
EXISTING R.R.
(VERIFY)
EXISTING G.T.
(VERIFY))
"m x 12' L. x 9'-0' O.C. ANCHOR
O W/ 5.BLTS 5" 50. 5TL WASHER.
(1.-0" FROM CORNERS. Lu�
A5 PER TABLE 4 1�
INSTALL "SIMPSON STRONG-TIE"
H-2.5 CLIPS 1 16" O.G. W/5-8d NAILS
EXISTING BUILDING
TO BE RELOCATED EXISTING ROOF
AND REST ON NEW EXISTING 2"x4" WALL V
FOUNDATION RAFTERS (VERIFY)
EXISTING BUILDING
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No.11 Date 11 Title
REVISIONS:
Drawn By:
p-m r 1
Date:
1/2/24
Drawing No.:
6x
w Q OF SHEETS