HomeMy WebLinkAbout50365-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
,-'sl 0
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#: 50365 Date: 2/22/2024
Permission is hereby granted to:
Route 25 LLC
200 Skunk Ln
Cutcho ue, NY 11935
To: demolish existing garage and construct a new accessory garage (to be accessory to
residential use) as applied for.
At premises located at:
36570 Route 25, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 97.-3-2
Pursuant to application dated 1/18/2024 and approved by the Building Inspector..
To expire on 8/2312025.
Fees:
DEMOLITION $234.20
ACCESSORY $450.00
CO-ACCESSORY BUILDING $100.00
Total: $784.20
Building Inspector
W q '
MI TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 htt .//www.southoldtownn . ov
Date Received
APPLICATION FOR BUILDING PERMIT
r Office Use Only
F
PERMIT NO. Building inspector,
Applications and forms must be filled out in their entirety.Incomplete
appl�catWns wEll not be accepted Wherre the 1 pplicant is not the owner,an
Owners A hio�iza"tidh form(Page 2)shall be completed."
Date:.
OWNER(S)OF PROPERTY:
Name: p V -J—f— Lf C SCTM# 1000- _ -- Z
Project Address: `f p
W • l l q ,�
Phone#: /, f• _ 3 / ' Z Email: e l arc t <ot, (trc c fii h 4 ,A j- .r A.
Mailing Address: 'q rA-c-
CONTACT PERSON:
Named 0 L o .
Mailing Address: G O / / C✓87 f ti
Phone#: e 3 I — S q °I — / ti Email:e(v Or-2— r ° h rra.t 1
DESIGN PROFESSIONAL INFORMATION:
Name: l 11 C{ t' i ;" n?'Mailing Address: O �j (J 2 ti vc,
Phone#: l /— s 2 Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address: 7 b [fir( �l � �' r LIP �Y
Phone#: q Email:,(,,,,,
DESCRIPTION OF PROPOSED CONSTRUCTION
N$Jew Structure ❑Addition ❑Alteration ❑Repair ;�Memolition Es it ated at of Project:
❑Other 1
Will the lot be re-graded? ❑Yes N�Jo Will excess fill be removed from premises? ❑Yes Nlo
1
a u
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes Kl o IF YES, PROVIDE A COPY.
Check BOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building'Department for the Issuance of a Building Permit pursuant to the Budding Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with ad applicable laws,ordinances,budding code,
housing code and regulations'and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
. al Law.
York State Pen
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New
Application Submitted By(print name): Elr fl t7 Authorized Agent ❑Owner
Signature of Applicant: 1 O ® _ o ., Dater
STATE OF NEW YORK)
SS:
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 snake and file this
application;that all statements contained in this application are true to the best of his/her kndwl ge nd' belief; and
that the work will be performed in the manner set forth in the applicat'i ewith.
Sworn before me this
tt ��
(0 day of a;�1/'....
J 20_Z-7
SAINDRAy\•uSIM EG H
NOTARY PUBLIC-STATE OF NEW YORK
No.02SA6407223
• County
PROPERTY FR AUTHOR( a fled in Suffolk co y
(Where the applicant is not the &W
mission Expires 05-18-2024
k residing at ........ � - ....._
_ do hereby authorize_,,,,_ to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
..........
Owner's Signature Date
Print Owner's Name
2
4 ;
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex �tf S ?�� P.O.Box 1179
54375 State Route 25 . " Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold,NY Telephone: 631 765-1938
www.southoldtownny.gov
U s�
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
January 9, 2018
Michael A. Kimack, Esq.
321 Riverside Drive
Riverhead, NY 11901
Re: Approval - Site Plan for East End Tick & Mosquito Pest Control
36570 Main Rd., t420' s/w/o of Skunk Lane & Main Road, Cutchogue
SCTM#1000-97-3-2 Zoning District: Limited Business (LB)
Deaf=:Mr-Xirnack:. ..
The following:resolutionswere-adopted at a meeting of the Southold Town Planning Board
on Monday, January 8, 201.8:_
WHEREAS, this Site Plan Application.is for the proposed conversion of an existing building
to a single family,dwelling"with.an attached business office with four (4) parking stalls on
0.25 acres in the Limited Business (LB) Zoning District; and
WHEREAS, on October 22, 2014, the"Suffolk County Department of Health Services
(SCDHS) granted"approval C10-14-0002 for a "non-medical office and a0a"gment"
265gpd; and
WHEREAS, on March_30,-2015, Michael Kimack, authorized agent, submitted a Site Plan
Application for review; and
WHEREAS, on April 20, 2015, the:Planning Board found the application incomplete for
review and required-revisions-and additional information; and
WHEREAS, on,May 27,.,2015, Michael Kimack, authorized agent, submitted a portion of
the required-materialsfor..:review;.and...
WHEREAS,.,on June 2, 2015, Michael Kirriaek, authorized agent, submitted a portion of the
required materials for review; and
East End Pest Control Page 2 January 9, 2018
WHEREAS, on July 1; 2015, Michael Kimack, authorized agent, submitted a portion of the
required materials for review; and
WHEREAS, on July 30, 2015, Michael Kimack, authorized agent, submitted a portion of
the required materials for review; and
WHEREAS, on August 3, 2015, the Planning Board referred the Site Plan Application for
to the Zoning Board of Appeals (ZBA) for review and interpretation pursuant to Town Code
Section 280-146(D)(1). The Board sought clarification as to whether a variance was
required for the application, or if the Stanley Malon Decision.File# 5383 applied to the LB
Zoning District as well as the General Business (B) Zoning District; and
WHEREAS, on September 14, 2015, Michael Kimack, authorized agent, submitted a
revised site plan for review; and
WHEERAS, on October 20, 2015, the ZBA provided interpretation #6885 that the Stanley
Malon decision, file #5383 applies only to the General Business (B) Zoning District and
does not apply to the LB or any other Zoning District; and
WHEREAS, on November 6, 2015,the Planning Board referred the application to the
Building Department requesting a review of the Notice of Disapproval in light of the ZBA
decision #6885; and
WHEREAS, on November 19, 2015, Michael Kimack, authorized agent, submitted a
revised site plan for review; and
WHEREAS, on January, 11, 2016,.a renewed Notice of Disapproval was issued by the
Building Department; and
WHEREAS, on February 16, 2016, Michael Kimack, authorized agent, submitted a revised
Site Plan and business operation details as required for review; and
WHEREAS, on March 9, 2016, the Planning Board required the submission of materials
and-plans-.to,memnorialize-:the:changes to the.plan that was originally reviewed by the
Building Department; and
WHEREAS, on March 15, 2016, Michael Kimack, authorized agent, submitted a revised
site plan for review as required; and
WHEREAS, on April 4, 2016, the Planning Board formally accepted the Site Plan
Application as complete for review with revisions to be made immediately; and
WHEREAS, on April 4, 2016, the Southold Town Planning Board, pursuant to State
Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the
proposed action is an Unlisted Action as it does not meet any of the-thresholds of a Type I
Action, nor does it meet any of the criteria on the Type 11 list of actions; and
East End Feat Control Page 3
January 2
WHEREAS, on April 14, 2016, Michael Kimack,.authorized agent, submitted information
for review as required; and
WHEREAS, on April 20, 2016, the Planning Board, pursuant to Southold Town Code
280-1 1 C., distributed the application to the required agencies for their comments, and
performed a coordinated review under SEQRA; and
WHEREAS, on May 2, 2016, a Public Hearing was held and closed; and
WHEREAS, the proposed action is exempt from review by the Suffolk County Planning
Commission (SCPC); and
WHEREAS, on June 2, 2016, the New York State Department of Transportation
(NYSDOT) determined that the applicant required a Highway Work Permit; and
WHEREAS, on June 20, 2016, the Cutchogue Fire District determined there was adequate
fire protection for the site; and
WHEREAS, on June 30, 2016, the Town of Southold Local Waterfront Revitalization
Program Coordinator reviewed the proposed project and determined the project to be
consistent with Southold Town LWRP policies with recommendations to the Planning
Board; and
WHEREAS, on ,July 7, 2016, the Southold Town Fire Inspector reviewed and determined
that there was adequate fire protection and emergency access for the site; and
WHEREAS, on July 8, 2016, the Southold Town Engineer reviewed the application and
required revisions to the Site Plan in order to,meet the minimum requirements of Chapter
26 for Storm Water Management; and
WHEREAS, on July 11, 2016, the Architectural Review Committee (ARC) approved the
proposed action as submitted; and
'WHEREAS;:on July 1-!,-:2016., the'Southold Town.Planning Board, as Lead agency
pursuant to SEQRA, made a determination of non-significance for the proposed action and
granted a Negative Declaration; and
WHEREAS, at a
Work Session on August 10, 2016, the Planning Board reviewed
comments from the Public Hearing, referral responses and staff~analysis for the proposed
application and required revisions to the Site Plan and additional information including the
relocation of the proposed driveway and curb cut to NYS Route 25; and
WHEREAS, on October 19, 2016, Michael Kimack, authorized agent, submitted revised
Site.Plans and additional information as required; and
East End Pest"Control Page 4
January 9, 2018
WHEREAS, on October 25, 2016, the Planning Board, pursuant to Southold Town Code
§280-131 C., distributed the revised application to the Cutchogue Fire District, NYSDOT
and Town Engineer for their comments; and
WHEREAS, on December 14, 2016, the Southold Town Engineer reviewed the application
and,required revisions to the Site Plan in order to meet the minimum requirements of
Chapter 236 for Storm Water Management; and
WHEREAS, on December 22, 2016, the Planning Board reviewed comments from referral
responses and staff analysis for the proposed application and required revisions to the Site
Plan and additional information; and
WHEREAS, on February 14, 2017, Planning Department staff coordinated with the
applicant to provide certain revisions to the Site Plan as required by the Planning Board;
and
WHEREAS, on April 4, 2017, Michael Kimack, authorized agent, submitted revised Site
Plans and additional information'as required; and
WHEREAS, on April 11, 2017, the Planning Board determined to re-open the Public
Hearing in light of revisions to the Site Plan regarding potential impacts from the proposed
driveway/parking location to the adjacent residentially zoned parcel to the west. Revisions
were required to mitigate this potential impact as identified through Public Hearing
comments and Site Plan review. These revisions included the relocation of the driveway
access f o the east side of the parcel, closer to the existing commercially zoned parcel, the
parking of commercial vehicles from the front of the building to the rear, and the addition of
evergreen screening and shade trees. The Board found that a hearing on the revised plan
was necessary to provide adjacent neighbors and the general public the opportunity to
comment on these changes; and
WHEREAS, on May 8, 2017 the re-opened Public Hearing was held and closed for the
revised Site Plan application; and
WHEREAS, on May 18, 2017,.the.-Planning Board sent a request for a use certification to
the building department for the proposed action, and
WHEREAS, on May 25, 2017, the revised application was referred to the Cutchogue Fire
District and Town Engineer for their review and comments; and
WHEREAS, on May 31, 2617, the Southold Town Engineer reviewed the proposed
application and determined revisions were required in order to meet the minimum
requirements of Chapter 236 for Storm Water Management; and
WHEREAS, on May 31, 2017, the Chief Building Inspector provided comments regarding
the request for a use certification and stated that the subject application was not ready for
East End Pest Control Page 5 JLan u a 9 2018
certification due to an expired notice of disapproval that required multiple area variances to
be obtained from the ZBA; and
WHEREAS, on June 6, 2017, the Cutchogue Fire District reviewed the proposed action
and determined that there was adequate access and fire protection for the subject parcel;
and
WHEREAS, on November 22, 2017; the ZBA granted the variances as requested pursuant
to file#7098 with two conditions: (1) The-subject structure may not be demolished
pursuant to the provisions in Section 280-4 definitions which prohibits reconstruction of a
structure or portion thereof that exceeds- 50% of the market value of the existing structure
_before the start of removal; and (2) The proposed use must obtain site plan approval from
the Southold.Town Planning Board. Failure to do so will render the variances granted
herein--null-and voi-d; and
WHEREAS, on December 18, 2017, the Southold Town Planning Board determined that
all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan
Approval of the Town of Southold, have been met; and
WHEREAS, on January 5, 2018, the Southold Town Chief Building Inspector reviewed and
certified the propose single family dwelling with business office as a permitted use in the
Limited Business (LB) Zoning District pursuant to ZBA file #7098; be it therefore
RESOLVED, that the Southold Town-Planning, Board has determined that this proposed
action is consistent with the policies of the Town of Southold Local Waterfront
Revitalization Program; and be it further
RESOLVED, that the Southold Town Planning Board hereby grants Approval With
Conditions, listed below, of the site plan shown on the survey for SCTM#1000-97.-3-2,
prepared by John T. Metzger, LLS, dated November 1, 2012 and last revised March 1,
201.7, and authorizes the Chairman to endorse the site plan after Condition "1" below is
met.
Conditions
1. Prior to the Chairman endorsing the site plans, the following must be completed:
a. Obtain a Highway Work Permit from the New York State Department of
Transportation (NYSDOT) and provide a print of the permit to the Planning
Board;
2. All work/commercial vehicles and trailers are to be located in the rear of the
property, no commercial vehicles/trailers are permitted to park in front of the
building;
East End Pest Control Page 6 J ngary 9. 201
n
3. Maintain the double row of 6' high evergreens, 10' on center, along the west
property line and a single row of 6' high evergreens, 5' on center, along the length
of the garage;
4. Maintain the boxwood hedge to screen the front parking area;
5. All required plantings shown on the site plan must be replaced in kind if they die or
are removed for any reason;
6. The existing storage garage may be used only for residential storage or for
commercial storage of non-hazardous and/or nontoxic products;
7. This approval is for the administrative office for a service business for the purpose
of scheduling, billing-and routing of two service vans and technicians;
8. The design and capacity of the site is for three (3) employees and two (2) work
vans;
9. Business hours are generally lam — 5pm and occasional Saturdays 9am— 12pm;
10.The site has not been.designed for public access of any kind. Employees only;
11.Any changes-to the,-above conditions require an amended Site Plan application and
approval.by'the Planning.Board.
Please also;note the following requirements in the Southold Town Code relating to Site.
Plans:
1. Any new lighting fixtures beyond those approved as part of the Lighting Plan
must conform to the Code and may require Planning Board approval depending
on their number, size,, intensity and location. Fixtures shall be shielded so the
light source is not visible from adjacent properties and roadways and shall focus
and direct the light in such a manner as to contain the light and glare within
prgperty bbUh aries-and conform-to.§172 of the Town Code;
2. All.storm water run-off from grading, driveways and gravel areas must be
contained on site;
w 3. Proposed storm water run-off containment systems must be inspected by the
Town Engineer at the time of installation. Please call the Southold Town
Engineer prior to beginning this work;
4. Approved Site Plans are valid for eighteen months from the date of approval,
within which time all,proposed,-work must be completed, unless the Planning
Board grants an extension;
East. End Pest Control Page 7 January 9, 2018
5. Any changes from the Approved Site Plan shall require Planning Board
approval;
6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspethe--site-tcr re it is in conformity with, the Approved Site Plan, and
- issue a final site inspection approval letter. Should the site be found not in
conformance with the Approved Site Plan, no Certificate of Occupancy may be
issued unless the Planning Board approves the changes to the plan.
A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent
to the Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
Respectfully,
Donald J. Wilcenski
Chairman
p
EncL
cc: Building Dept. w/.map
Town Engineer w/map
By signing this letter, the applicant acknowledges that there are Town Code requirements
and conditions, including those listed above, that must be satisfied prior to the issuance of
a Certificate of Occupancy.
Print name: � a , Applicant
Signature:
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GENERAL CONSTRUCTION NOTES, GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES:
GENERAL INTERIOR EXTERIOR STAIR NOTES:
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. 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 3i," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 P51 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 3i," FOR MOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3. BUILDING DEPARTMENT NOTES :
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
MAXIMUM RISE - 73/A"
2. ALL CONSTRUCTION WITHIN THE 130 MPN THREE SECOND S. 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 e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - loll
FOREST AND PAPER ASSOCIATION (AF&AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1.5 C. MINIMUM NOSING PROJECTION - 3/4"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - Q%ll CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER,
MAXIMUM NOSING RADIUS - q/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES:
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CD
X) 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 IS IN CONTACT WITH O
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF 8z PA) WOOD FRAME CONSTRUCTION
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. 1. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND `
5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL u 0
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 T T '-
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. DESIGN CRITERIA: O1 ,a
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS Q
SPECIFICATIONS,I O LIVE LOAD 4O PSP:
2.
PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
G. PROVIDE SOLID BLOCKINR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: U
A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" H
6. ALL CONSTRUCTION SHALL BE BASED ON THEDIMENSIONS AS INDICATED SAYS AT MID SPAN OR .>T A MAXIMUM OF 8'-O" O.G. WHICH EVER IS LESS. • � 3 U
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH WINDOWS, ROOF SNOW I OAD 25 PSF:THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED W
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE.
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAD 130 MPH
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 z
CONDITIONS
WORK.DTIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: �.� V
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL SQUARE FOOTAGES: Q o 0
CONCENTRATED LOADS AS REQUIRED.
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES,
GENERAL WALL BOARD NOTES: I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS:
a. ONE IN EACH SLEEPING ROOM,
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND In. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE F•L� a "q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. NEW GARAGE 650 S.F. Q, 2_4
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL �
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS,
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE,
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION N
IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE S/ell CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS � 00
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 15 r M 1
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL, ZONING CLASSIFICATION: v o cq
SHOWN UNLESS NOTED OTHERWISE.
3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD �� a
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. ZONE - LB I
H. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
II. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602,3(1) OF B
4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL E CLEARLY AUDIBLE IN ALL BEDROOMS OVER
BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF E AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES,
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION I'lANUAL FOR ONE AND TWO STORY DWELLINGS. 5, PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN 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 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,
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
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;
GENERAL EXCAVATION ff BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH tt30 FELT OVER 60 MIN. GRADE 'D' BUILDING
I. 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 ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/A HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
BATT INSULATION BETWF_EN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN HAVING JURISDICTION,UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. SHEET A I GENERAL NOTES
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. O
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * "EATING NOTES:
CAPACITY OF TWO TONS F'ER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF In. PROVIDE ASPHALT ROOF SHINGLES WITH GO MIN. GRADE 'D' BUILDING PAPER SHEET A2 NEW GARAGE
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES:
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET AJ CODE PAGE
THAN 8% OF THE FLOOR AREA OF SUCH ROOMS NATURAL. 1. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF o
NEW PORK STATE LICENSED ENGINEER, THE CONTRACTOR SHALL NOT START 16 TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS T
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 SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUGI OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT Jr." O.G. WITH BATT INSULATION PER NEW YORK STATE.
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS.
b. EXTERIOR WALLS- NOTCHING AND BORING: 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
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
I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN FROM THE ARCHITECT. (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS TN;= MIDDLE I/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER I/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS, l ,
�\
2, ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH.I. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE ✓REQUIRED HEIGHT, THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS rT1
1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL w
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF ASTM E Igg6 AND OF ASTM E 1886 AND R301.2.1.2 OF
^
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER.
OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND =OOTINGS SHALL BE A V 1
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'-O" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
E. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R306 OF NEW YORK STATE ENERGY CODE. O ' ^ O
CID
BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM v I
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND RODE DIAPHRAGM ASSEMBLIES.
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. {, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
O M r
q. FOR UPSET HEADERS AS PER PLAN, TEGO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE it RESCUE NOTES: r-•I
GENERAL SWIMMING POOL, HOT TUB � SPA BARRIER NOTES:
BOTH SIDES OF THE HEADER. 1 w �
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES: In. LINTELS SHALL NOT BE LESS THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, NOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER
I. THREE 2x10'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
1. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE II. 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
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. THE CODE REQUIRES.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO:
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
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS: In. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 57 SQUARE FEET
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". C!! L'
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" A:4' MM T I`SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3 , G P '9
PLANS WITH sty REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
�1
A. (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. TO WALL WITH %"m DIAMETER CARRIAGE BOLTS AT 12" O.0 STAGGERED. TECO ALL 4 A �.w
JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
t$' OQ�
5. °/e"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3%"� DIAMETER STEEL COLUMN ON POURED HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE 04186�
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. T�T y
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO F0 N�
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7. DAMP B WATERPROOF FOUNDATION WALL WIT4 SPRAY-ON
WATERPROOFING BY RUB-R-WALL OR EQUAL.
S. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR A" THICK COMPACTED SAND TO q5% RELATIVE DENSITY.
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL 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 CCeS.S?�
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE No.CONCRETE VOLUME. Date Title
REVISIONS:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. r(21p-�
ry4/(/i1(`t 1/L/� 1V•dK�_� Drawn By:
11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AC1 -St
318 AND ASTM C1157 REQUIREMENTS, IL
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12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL Date: / /24
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED r 7 Drawing No.:
tz /
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER.
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14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (I) VERTICAL/ (2)
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A3
4" P.G. SLAB W/ 6X6,
10/10 W.W.I I. ON
COI"IPACTED FILL T_O.F. -
O TYPICAL FDN. CONST.
z - COI IPAGTED FILL IQ 8"x3'-O" P.C. FDN. WALL
( TREATED No. Date Title
� � � � —_ _ 2)-2"x6" REA ED SILL F� REVISIONS:
SILL SEALER
TERI"IITE SI--IIELD
GRADE
5/b",V x 12" ANCHOR BOLTS
SECTION W/ 2"X2" STL. o -Z Drawn By: Rrl "I
WASI--IER 0 33" O.G. 1
WATERPROOFING m
(3) S RE-BARS T I NG W/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I/l l/2 4
Date:
Drawing No.:
REAR ELEVATION ( SOUT" ) LEFT ELEVATION
( EAST )
SCALE: %4"=1'-0" SCALE: %4"=1'-0"
OF SHEETS
RIDGE TENSION STRAP IG" O.C.
BY S1I"IPSON STRONG TIE
1 1/4" X IS" 20 GAUGE WITI-I
(A) 8D COI"II"tON NAILS EAGHI SIDE
NAILING SCHEDULE
FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B I"I I N I I"I U I''I ROOF LIVE LOADS
ROOF RAFTER V IG" O.C. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORGE PER SQUARE FOOT OF WORIZONTAL PROJECTION)
INSTALL "SIMPSON
FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
STRONG TIE' LSTA
TRIBUTARY LOADED
®! OF NDR.
TIES @ EA. END JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING AREA IN SQUARE FEET
FOR ANY STRUCTURAL
aQ� N RAFTER FRAMING MEMBER
ROOF SLOPE
O TO 201 TO OVER
ROOF RIDGE HEADER AS NOTED Rafter to Top Plate (Toe-noiled) 200 600 60o O
N Wall height 8 ft. 3-8d?4 ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
�[ Wall height q - 10 ft, 4-8d?u ?$ per rafter
DOOR OR WINDOW < Ceiling Joist to Top Plate (Toe-noiled) (I,3) 20 I6
AS NOTED Wall height 8 ft. 3-8d?u ?$ r joist 9 � J RISE 4 INCHES PER FOOT (1:3) TO LESS O
Wall height q - 10 ft. 4-8d?u ?$ per joist THAN 12 INCHES PER FOOT (1:1) 16 14 4 ~ V
1 RIDGE STRAP Ceiling Joist to Parallel Rafter (Face-noiled) Roof Span (Ft.)12 20 28 36 C,
RISE 12 INCHES
INCES PER FOOT (I:I) AND
GREATER 12 12
N.T.S. 3:12 Roof Slope @ 16" o.c. 5-I(2 8-16d II-Ibd 14-I6d
4:12 Roof Slope @ 16" o.c. 4-I6d 6-I6d 8-I6d II-I6d each lop 0 5
5:12 Roof Slope @ 16" o.c, 3-I6d 5-I6d 7-I6d q-I6d each lop
7:12 Roof Slope @ 16" o.c. 3-Ibd 4-I6d 5-I6d 6-I(.d
q:12 Roof Slope @ 16" o.c. 3-16d 3-I6d 4-I6d 5-I6d �"IINI1"lUl"I UNIFORI ILY DISTRIBUTED LIVE LOADS
12:12 Roof Slope @ 16" o.c. 3-Ibd 3-I6d 3-I6d 4-I6d (IN POUNDS PER SQUARE FOOT) z
ROOF RAFTER Ceiling Joist Laps over Portitions (Face-nailed) Roof Span (Ft.)
12 20 28 36 USE LIVE LOAD
3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-Ibd 14-Ibd =
4d2 Roof Slope @ I(" O.C. 4-I6d 6-I6d 8-I66 II-I6d each lap EXTERIOR BALCONIES 400 n/ Q
TYP I GA L DETAIL 5:12 Roof Slope @ 16" a.c. 3-Ibd 5-I6d 7-I6d q-Ibd each lap DECKS
EXTERIOR HEADERS 7:12 Roof Slope @ I(" 5 o.c. 3-Ibd 4-I6d 5-I6d -I6d Q
q:12 Roof Slope @ I( o.c. 3-I6d 3-I6d 4-I6d -I6d ATTICS WITHOUT STORAGE 10
12:12 Roof Slope @ 16" ox, 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE
'p N.T.S. 20 � }
TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS 4O V N
Collar Tie to Rafter (Face-nailed) 6-8d per tie
Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 3O x 00
Rim Board to Rafter (End-noiled) 2-I6d each end
U �+ o
WALL FRAMING
Top Plate to Top Plate (Face-noiled) 2-I6d?! per foot M
Top Plates at Intersections (Face-nailed) 4-I6d joints - each side
TABLE RB01.2(I)
Stud to Stud (Face-nailed) 2-I6d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
Header to Header (Face-noiled) I6d 16" o.c, along edges
SI1'"IPSON STRONG TIE 1"IT I
WIND DESIGN SUBJECT TO DAMAGE FROM
1 I/4" X IG GAUGE STRAP 1-4/ GROUND SEISMIC
(4) Ed GOI 11"ION NAILS ((5) 8d Top or Bottom Plate to Stud (End-noiled) 2-I6d per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
LOAD (MPH) EFFECTS REGION DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
GOI"II"ION NAILS IN GARAGE) INTO 3-I(d per 2x6 stud
THIS ROOF RAFTER (4) 8d 4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO
C OI"I I"I O N NAILS ((S 8d C OI"I I"1 O N MPH
TO HEAVY MODERATE
NAILS IN GARAGE) INTO Ti-IE WALL Sj"q) x 12" L. x 3'-O" O.G. ANCHOR
STUD. a Bottom Plate or Floor joist, Bandjolst,
BOLTS W/ 3"x3" SO. STL WASHER,(1--0" FROM CORNERS) Endjoist or Blocking (Face-noiled) 2-I6d ?! per foot
AS PER TABLE 4 FLOOR FRAMING
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist
(j 2 riTS 12 D ETA I L Bridging to Joist (Toe-nailed) 2-8d each end
Blocking to Joist (Toe-nailed) 2-8d each end • •
INSTALL "SII"IPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block GLAZING PROTECTION FRO" WIND-BORNE DEBRIS
H-2.5 CLIPS (P 16" O.G. W/5-8d NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist ( /,
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist O ^
Bond Joist to Joist (End-nailed) 3-I6d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF 1(^J\
(1 Band Joist to Sill or Top PLOte (Toe-nailed) 2-I6d?! per foot '/Ie" AND A 1'1AXIMUM SPAN OF 5'-0" FOR EVERY WINDOW. PANELS rT
U /1I SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH w J
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
Structural Panels 8d 6" EDGE/ 6" FIELD W
INSTALL "SII"IPSON STRONG-TIE" Diagonal Board Sheathing
I"ISTABG STRAPS C9 IG" O C u I"xG" or I"x8" 2-ad each end FASTENER TYPE FASTENER SPACING
SECURE WIT1-1 2G- IOd NAILS "x10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
i
a
S 4'-O"
° ol� CEILING SNEATNING
2%" tt6 WD. SCREWS
Gypsum Wollboord 5d coolers 7" edge / 10' Field
\\ J� WALL SNEATNING 291' -e WD. SCREWS
Structural Panels 8d Sh (see 8 repr u re wan
\\\ ° Fiberlfoord Panels eatZon9 this poge Nailing uu
Q 7/16" 8d 3" edge / 6" field
25/32" 8d 3" edge / G" field
`�\ e FASTENERS AS NOTED
Gypsum Wallboard 5d tooter 7" edge / 10" field IN SCHEDULE ABOVE
Hardboard 8d ) (see simplified wall
°<° 7 Sheathing Pre=_sure f Nailing
" Particleboard Panels 8d J Zones this page.) WINDOW PLYWOOD AS NOTED
" Diagonal Board Sheathing GLASS 2"X4" BRACE 0 LARGER SPANS
I"xb" or "x8" 2-8d per support
�f z o �° I"x10" or wider 3-8d per support
FLOOR SNEATNING
J V1 Structural Panels WINDOW V L
SILL
U I" or less 8d 6" edge / 12" Field
l° greater than I" 10d 6" edge / 6" field (1
�� WALL-TO-FND. CONNECTIONS g g / F.T�--I,
Q o _ Diagonal Board Sheathing
° N.T.S. I"x6" or I"x8" 2-ad per support \l J
° L� I"x10" or wider 3-Sd per support PLYWOOD STORM PANEL O M r
"SHUTTER" DETAIL
?! Nailing requirments are bosed on wall sheathing nailed G" on-center at the panel ed!]e. If wall sheathln
is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for
° structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to l
O maintain the load path.
?@ When wall sheathing Is continuous over connected members, the tabuloted number of nails shall be h•+y
Permitted to be reduced to 1-IGd nail per foot.
-� 1"f STA3G DETAIL
N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF t PAS WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TNO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDIT ION, SECTION 2.
SII"fPLIFIED WALL SNEATI--LING M INSTALL "S11"IPSON STRONG-TIE" PRESSURE 4, NAILING ZONES
H-G TIES C-D IG" O.G. W/8-8d NAILS
O I O O 1 0
HG
HG ,' INSTALL "SII"IPSON STRONG-TIE"
LTP4 ANCI-TORS 0 IG" O.G. W/
12- 8d NAILS O I I I O S,T'9T 0418 gyp
I 15 I I
® %`0 x 12" L. x S'-O" O.G. ANCHOR 0 i COI"IPONENT AND CLADDING PRESSURE ZONES
BOLTS W/ 2"x2" SO. STL WASHER. O \\\% NUI"IBERS INDIATE NAILING ZONES
BP (1'-0" FROI"1 CORNERS) Q
LTP4 2 I I 2
• AS PER TABLE 3.2A � 3.2B O
4. O O I
O i
LTP4 ROOF SNEA-TI-IING NAILING SCHEDULE I
ZONE I ZONE 2 ZONE 3 ZONE 4
WALL SHEATHING NAILING SCHEDULE O4 I i I O4
FIELD I I I e
allO.G. 12" O.G. 3" 4 O.G. " O.G.
No. Dat Title
I I REVISIONS:
ZONE 5 ZONE 6 EDGE 4" O.G. 6" O.G. 3" O.G. 3" O.G.
FIELD ALL %" EXT. PLYWOOD WALL SHEATHING TO BE SECURED _ — — — — _ _ _ I Drawn By:
4" O.C, all O.G. WITH 8d COMMON NAILS- 2%" x IOi4" GA. - PATTERN AS
�q INDICATED ABOVE.
FLR . —TO— FND . CONNECTIONS O O 4 s Rl"fi"i
EDGE O O
s" O.G. 4" o.c. Date:
N.T.S. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
I REFER TO ' FASTENERS SCHEDULE FOR STRUCTURAL
ALL /2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED Draw NO.:
WITH 6d COMMON NAILS- 2" x II/�' GA. - PATTERN AS MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL
CODE OF NEW YORK STATE. ROOF FLAN
INDICATED ABOVE.
NOTE: PROVIDE CONTINUOUS LOAD PAT"
FROI"I RIDGE: TO FOUNDATION . A3
OF SHEETS