HomeMy WebLinkAbout46888-Z 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 #: 46888 Date: 9/28/2021
Permission is hereby granted to:
Panico, Salvatore
575 Sleepy Hollow Ln
Southold, NY 11971
To: Install exterior basement stairs & door to existing single family dwelling as applied for.
At premises located at:
575 Sleepy Hollow Ln., Southold
SCTM # 473889
Sec/Block/Lot# 78.-1-10.11
Pursuant to application dated 9/17/2021 and approved by the Building Inspector.
To expire on 3/30/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO-ALTERATION TO DWELLING $50.00
Total: $250.00
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 tris. g x , souttio!d4Lowiinv
Date Recelved
APPLICATION - BUILDING E M
For Office Use Only
PERMIT NO.
Building Inspector-
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: 9 l I l
OWNER(S)O P40PER :
Name: I ca SCTM#1000-
Project Address: LA
Phone#: { Email:
Mailing Address: o j 1 1
CONTACT PERSON:
Name: l aH . HA4V A3Q ffi
Mailing Address:
Phone#: l7 PS Email: a '
DESIGN PROFESSIONAL INFORMATION: '
Name: l A ,1
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: '5 1
Mailing Address: all', flvt�vw
Y• 11-70+
Phone#: 6W - Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
ONw Structure OAddition ❑Alteration []Repair ❑Demolition Estimated Cost of Project:
126ther I
Will the lot be re-graded? OYes �irWill excess fill be removed from premises? OYes CWOP4
1
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? Dyes ONO IF YES, PROVIDE A COPY.
-
Check X After i e owner/contractor/design ® ional Is responsible for all drainage and storrn waterIssues as provided by
Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the BuildingDepartment for the Issuance a Building Permit pursuant to the Building Zone
Ordinance o 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 all applicable laws,ordinances,building code,
housing e and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.43 of the Now York State Penal
Application Submitted By(print name): 9 Ai thorized Agent Clowner
m
Signature of Applicant: -_ Date:
STATE OF NEW YORK)
SS:
COUNTY OF )
�11W 14� ')` • being duly sworn, deposes and says that(s)he is the applicant
(Name l6f individual signing contract)above named,
(S)he is the 1NV&tT1
(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
r� 7145
day of � 120-24 �,Z e,
Notary Public
p b mt aller
�NOTARY PUBLIC.STATF OF NE- 'YO
PPERr OWNER UHe RI = Registration No,01GR63 1
(Where the applicant is not the owner) Qualified in Suffolk County i
i cornmission Expires October 15,2011
I, A,{- QAN I C.0 residing at 6_7S' '5L6Ef'y ReL",j L J .
SnLr t, u LP do hereby authorize _ , ,L to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
r
ALL Z&Z 2
It
__
Owner'l Signature Date
Print Owner's Name
2
Workers'
YORV rtsation CERTIFICATE OF INSURANCE COVERAGE
DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier
Ia.Legal Name&Address of Insured(use street address only) ib.Business Telephone Number of Insured
LONG ISLAND EGRESS PROS INC. 516-224-7576
21A EDISON AVENUE
WEST BABYLON,NY 11704
1 c.Federal Employer Identification Number of Insured
i Work Location of Insured(Onlyrequired if coverage Is speclflcaRy limited to or Social Security Number
certain locations In New York Stats,I.a.,Wrap.Up Policy) 471187417
2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Caller
(Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company
SAL PANICO
575 SLEEPY HOLLOW LANE 3b.Policy Number of Entity Listed in Box"1a"
SOUTHOLD, NY 11971 DBL484785
3c.Policy effective period
04/14/2021 to 04/13/2022
4. Policy provides the following benefits:
A.Both disability and paid family leave benefits.
0 B.Disability benefits only.
Q C.Paid family leave benefits only.
& Policy covers:
m A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law.
i Q B.Only the following claw or classes of employer's employees:
Under pagent of tha insurance carrier referenced above and that ed
Insured has NYS Disability andior Paid Family Leave Benefits insurance coverage as described above.
Data Signed 9/17/2021 By (�w ffir
(Stonwre of Insurance carelees authorized representative or NYS Ikemed Insurance Agent of that insurance carrier]
Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer
IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS
Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder.
K Box 4B, 4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 320, Subd.8 of the NYS
Disability and Paid Family Leave Benefits Law, It must be mailed for completion to the Workers'Compensation
Board,Plans Acceptance Unit,PO Box 3200, Binghamton, NY 13902-5200.
PART 2,To be completed by the NYS Workers'Compensation Board(Only if Box 4t:or 58 of Part 1 has been checked)
State of New York
Workers' Compensation Board
According to information maintained by the NYS Workers'Compensation rd,the above-named employer has complied with the
NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees.
Date Signed By
(S tern of Awhorized NYS Workere Compensation Board E-_ e)
Telephone Number Name and Title
Please Note,Only insurance carriers licensed to write NYS disability and paid family leave benellts Insurance policies and NYS licensed Insurance
agents of those Insurance carriers are authorized to Issue Form OB-920.9.Insurance brokers are NOT authorized to Issue this form.
12113_120.1 {10-17) VIII
DS
120.1 (10-17)
PATE��
CERTIFICATE OF LIABILITY INSURANCE1
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement{sl),
PRODUCER CONTACT
SPECIALIZED INSURANCE&SERVICES FAX
PECI204 RTE.112 SRU SALURANCE. M
PATCHOGUE,NY 11772
Auto -cycle-etc: INsuRa s)AFFc1iDING COVERAGE Nac w
INSURERA:ATLANTIC CASUALTY INSURANCE CO 1 42846
INSURED
INSURERS
LONG ISLAND EGRESS PROS INC INSURERC.
21 EDISON STREET
_INSURER D'
VV BABYLON NY, 11704 INSURER E;
INSURER P:
CO GES - CERTIFICATE _E NUMB i REVISION NUMB
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE.POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
Im TYPE OF MJSURANCEPOIXY NUMBER Y E LIMITS
COPAMERCIAL GENERAL LIABILITY
Y N L28S000614 8/26/2021 a 8/,2612022' EACH OCCURRENCE $_ 1,000,000
CLAIMS MADE OCCUR _ 00,000
I MED EXP one person, a 5,000
jPERSONAL&ADV INJURY S 1 0001000
AGGREGATE LIMIT APPLIES PER: � j GENERAL AGGREGATE S 2,000,000
POLICY D Tcor F-1 LOC PRODUCTS-COMPIOP AGG €S
AUTOMOBILE UAJl"TYI I$
Igo ■
ANYAUTO
I BODILY JWURY(Per person)OWNED
S
AUTO A SCHEDULED BODILY INJURY(Per a=klatt)'$
a i
FIREDAUTOS Y AUTOS MY
I I 1 IOAWGE
s
UMBRELLA OCCUR EACH OCCURRENCE I S__
4
}
B ....MADE I AGGREGATE S_
DeD `RETENTION S 1 S
WORKERS COMPENSATION I ] '� I ark-
AND EMPLOYERS'LIABILITY !
Y 1 N
ANY PROPRIETORIPARTNER/EXECUTiVE i 13
O"ICERMMSER EXCLUDED? N 1 A' 'EACH ACCIDENT
ofto"ory In SIH) I E.L DISEASE-EA EMPLOYEE
OE5 F)PT( dP>rRDQNS below_ _ I E.L DISEASE•POLICY LIMIT S
DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 109,Additional Remake Schedule,may be attached E more apace to required)
CERTIFICATE HOLDER AND BELOW ARE LISTED AS ADDITIONAL INSURED AS PER WRITTEN CONTRACT OR AGREEMENT
CERTIFICATE HOLDER CANCELLATION
SOUTHOLD BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
54375 NY-26 ACCORDANCE
EXPIRATION LWATE OF, NOTICE WALL BE DELIVERED IN
ACCORDANCE WITH Y VISIONS,
SOUTHOLD, NY 11971
AUTHORIZED REPRESE
i
1988.2013 AcoRb C65PORATION. All rights reserved.
ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD
SURVEY OFPROPERTY
LOT 9
MAP OF
SLEEPY HOLLOW
FILED: FEB. 4, 1976 — MAP #:6351
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
SURVEYED: MAR. 12, 2015
UPDATED: NOV. 9, 2016
UPDATED: OCTOBER 2,.2020
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NOTES:
(Var. Width) tn
_
1. PROPERTY KNOWN AS TAX MAP# 1000-078-01-10.11 IfERTT�JFD Tel'.;:
2. LOT AREA =42674.55 SO.FT. (0.980 ACRE(S)) SAL AND LESLIE PANICO
3. THIS SURVEY WAS PREPARED USING A TRIMB'E
S3 ROBOTIC TOTAL STATION.
4. PROPERTY CORNER MONUMENTS WERE NOT SET AS
PART OF THIS SURVEY.
5. ELEVATIONS ARE NAVD88 DATUM.
MICHAEL K WICKS =
LAND SURVEYING
' 200 BELLE VIEW AVENUE,
- _ - � � � CENTER AfORICHES, NEW YORK 11934 !
i- _ �` € VOICE' 631.874.0156 — FAX- 631,909.384b
� .
- _ RECORDS OF RICHARD C DRAKE
SCALE ;SURVEYED BY: DRAWN BY: 'SHEET:
MICHAEL K WICKS, P.L.S. #50390 1"=30' ? A.c.Je.w. I W.C. 1 OF 1 cy
SEP 1 7 2021
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FFGENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES+ MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR * EXTERIOR STAIR NOTES+_� /
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. 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 / sb
/�
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 3," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR tt2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER, SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, 8301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS c.2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9„" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER 8314.3. BUILDING DEPARTMENT NOTES :
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 731,,"
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 e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.G. MINIMUM NOSING PROJECTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - Q4. 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 NOTES=
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (GDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST O
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 AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE 501L OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES:
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 51-IALL 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 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL u
5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 DESIGN CRITERIA:
SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS .CODE OF NEW YORK STATE
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 (7�
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS r1
SPECIFICATIONS. LIVE LOAD 40 PSF: F��-----111
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:
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LESS. TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA
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 30 PSF: 1 fC U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 7 PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND THEIR TRIM. OTHERWISE. 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 w
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES+ ~ a U
WORK.
SQUARE FOOTAGES:
8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, Q 0 O
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY GENERAL WALL BOARD NOTES=
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED.
a. ONE IN EACH SLEEPING ROOM,
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE s/D" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
Q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS.
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
Q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING d
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL FIRST FLR. LIVING SPACE: = 785 s.f. 00
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. N
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE.
N
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE, TOTAL LIVING AREA: = 785 s.f. o0
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL O +�
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 M
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. GARAGE' = 412 S.f.
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLESS NOTED OTHERWISE. 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 M
PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT
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(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD 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 t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
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
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.
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPON51BLE FOR THE
BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CLASSIFICATION:
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL.
OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE AGO AT 16" O.C. 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. ZONE - 840 (Y,
GENERAL EXCAVATION 4 BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL. CONSTRUCTION
PROVIDE ASPHALT ROOF SHINGLES WITH tt30 FELT OVER 60 MIN. GRADE 'D' BUILDING ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC O
ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 31 HOUR FIRE RATED 5. 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.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES rT ,
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.
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.
SHEATHING AND THE INSULATION.
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED z
r T 1
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES, W
CAPACITY OF TWO TONS [DER SQUARE FOOT, IT 15 THE SOLE RESPONSIBILITY OF p, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN, GRADE 'D' BUILDING PAPER O
ENERGY NOTES=
THE CONTRACTOR TO VERIFY THE ACTUAL 501L BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN.
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START I6. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN B% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF
o. PROVIDE 51DING 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 'APER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF V1)
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.C. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS, W
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND LIST OF DRAWINGS
SHALL NOT PROCEED WITI-I THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORINGS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
I, NOTCHES IN ETHER 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. ^
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. H
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II. BORED HOLES SPALL NOT EXCEED 40% OF THE STUD DEPTH ANDGENERAL GLAZING NOTES+ 3. THE DE51GN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE SHEET A I GENERAL NOTES
REQUIRED HEIGHT. SOLE RE5POSIBILITY OF THE USER OF 1-4=5 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 I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SHEET A2 FOUNDATION PLAN v
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH ",'-IEN 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
TEST
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE 2 ASTM E TIA AND OF ASTM E 1886 AND 8 1.2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
UNLESS SHEET A3 FIRST FLOOR PLAN
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. �J
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x6 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED
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 FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET A4 SECOND FLOOR PLAN
MINIMUM OF 3'-0" BELOW FINISHED GRADE. O
e. STUDS SHALL BE CONTINUOUS BETWEEN HTHE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF 8308 OF NEW YORK STATE ENERGY CODE.
5. REMOVE ALL SHRUBS, TRIEES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. SHEET AS ELEVATIONS ^1 `�
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ONHT1 W o
GENERAL EMERGENCY ESCAPE a RESCUE NOTES+ GENERAL SWIMMING POOL, HOT TUS d SPA BARRIER NOTES+ SHEET A6 SECTIONS Fi•�
BOTH SIDES OF THE HEADER. 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES, h. LINTELS SHALL NOT BE LESS THAN, BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER I. THREE 2x10'5 FOR SPANS UP TO 7'-0" REQUIREMENTS OF 8310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
SHEET A7 STRAPPING DETAILS
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE II. THREE 2x12'5 FOR SPANS UP TO 9'-O" (UNLESS NOTED OTHERWISE,) 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 W-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 15 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 o. 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, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET
3, THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (1)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". �P`E�AR
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS 11.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" \GJ� C'
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE 3/," PLYWOOD SUB-FLOOR TYPICAL. B. G\�p, D M T�
PLANS WITH tt5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CRO55 SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH y2'0 DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4 * �`
4. (I)-2x6 AGO SILL PLATE: OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
•
S. %"0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUMHEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
m. PROVIDE GIRDER PER PLAN ON 3y2'm DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE.
2020 RESIDENTIAL CODE OF NEW YORK STATE. �,9T 4786 OQ�
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-WALL OR EQUAL.
8. FINISH SLAB SHALL BE .A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO 95% RELATIVE DENSITY.
.i. 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 SLA55 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
4
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
No. Date Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE
REVISIONS: ,y
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
R 1"f M
11. ALL CONCRETE WORK 51-TALL BE IN ACCORDANCE WITH THE LATEST ACI
318 AND ASTM C1157 REQUIREMENTS.
Date:
12/14/21
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
tl
STATE LICENSED ENGINEER.
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
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11-101151-4" 10" 51-411 21-1011
No. Date Title
REVISIONS:
221-211
Drawn By:
R I"I I"i
Date: 12/1-4/21
_ Drawing No.:
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SCALE: %"=1'-0"
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2.8.22 REVISED
22'-2" 6'-0"
No. Datc Title
REVISIONS:
B TDate:Drawn By:
--•
NOTE:EGE D PROPOSED EXIS
No ING 12/I�/21
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
EXISTING WALL F I RST FLOOR PLAN AREA CALCULATIONS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Drawing No.:
PROPOSED NALL SCALE: %4"—I'-0" NE" FIRST FLOOR 785 S.F.
C - - - - - "ALL TO BE REMOVED GARAGE 412 5.F. A3
OF 7 SHEETS
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No. Date Title
REVISIONS:
Drawn By:
R 1"1 i"f
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No. Date Title
REVISIONS:
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WINDOW WELL -I -J I I
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-I /4 xlt /e
= 5/B" EXT. PLYWD. SHEATHING � HDR.
2"x6" STUDS 016" O.C. OPEN
TJI 230 x �I%2" F.J.Z
0 16" O.G. R-21 KRAFT FACED FIBERGLASS SLOPED W
5-4 WR. BATT INSULATION 13
3/4" PLD. SBFL „ EXISTING DECK 2"x " AGQ. D.J.
AS O
5/S G.W.B. REPAIR, PATCH v 16' O.C.
AS REQ'D
ROUGH IST FL. EXISTING DECK RAMP ~ ��
REPAIR, PATCH ["1
T.O.F. AS REQ'D
(2)- 13/4"x 1 17/e" L.V.L. III-III-III-I 11- C 2)-2„ _ [�
11=1 I I-III-I 11= x 10ll
GIRDER III—III—III-ii AGQ. GIRDER O 8"m DIA. POURED GONG.
V=III-illi l i' i
" I�IIIIi m "SONOTUBES" ON 2'-0-'x2'-0--
GRADE
'-O"x2'-0"GRADE — !. . _ TYPICAL FDN. CONST. GONG. FOOTING URED
_ _ _ MASEMENT II—�I 10 xl0 P.C. FDN. WALL W/ (TYP.) (^]
=1 I M I I-I I I : i 1- o
O •I=III—III— - �'f' (2)-sty RE-BARS TSB
I=III—III A"P.G. SLAB W/ 6X6,10/10 W.W.M. t: III- (2)-2"x6" TREATED SILL IF- AS NOTED
O_ I-I - ON COMPACTED FILL I— 1 SECTION
= SILL SEALER B U I L D I V G S ECT I ON
III TERMITE SHIELD
GO PAGTED FILLMiIII " -III—III= 5/e"m x 12" ANCHOR BOLTS W/ 2"X2" STL. �n
II-III-II WASHER @ 33" O.G. AG
WA ERPROOFING III-III- SCALE:
I_ I—III—III- WATERPROOFING
III—III -III—III—I 10"x20" P.C. FOOTING W/ ^^
I—I 11=1 I : �: �• I I—III—I 11=
T.O.F. �IIII (3)ts5 RE-BARS O F�
A BU I LD I NG SECTION
W W o
AG SCALE: /4"= I '—O"
RED q,qG,
Q�C�\G�PRD M �y�TFO
cP>1 0418 6 �-.
\kyrN Liv
No.11 Date 11 Title
REVISIONS:
Drawn By:
R""
Date: 12/14/21
Drawing No.:
A6
OF 7 SHEETS
NAILING SCHEDULE MINIMUM ROOF LIVE LOADS
INSTALL "SIMPSON
RIDGE TENSION STRAP 16" O.G.
STRONG TIE" LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B (IN POUNDS-FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION)
TIES @ EA. END
BY SIMPSON STRONG TIE WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS
1 1/4" X 18" 20 GAUGE WITH OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION TRIBUTARY LOADS
(4) 8D COMMON NAILS EACH SIDE N AREA IN 50UARE FEET
FOR ANY STRUCTUR L
` HEADER AS NOTED N JOIST DESCRIPTION NUMBER OF NAILS NAIL 5PACINCY MEMBER
ROOF SLOPE O TO 201 TO OVER
V
RAFTER FRAMING 200 600 600
O ROOF DOOR OR WINDOW--, RaFter to Top Plate (Toe-noiled)
RAFTER V 16 O.C. Q FLAT OR RISE LE55 THAN 4 INCHES PER FOOT
v -1
AS NOTED
o Wall height 8 ft. 3-Bd?# ?$ per rafter (1,3)
Wall height cl - 10 ft. 4-Bd?# ?$ per rafter 20 16 16
00 Ceiling Joist to Top Plate (Toe-roiled) RISE 4 INCHES PER FOOT (1.3) TO LESS
Wall height 8 ft. 3-Bd?# ?$ per joist THAN 12 INCHES PER FOOT (111) 16 14 14
Wall height q - 10 ft. 4-5d?# ?$ per joist
ROOF RIDGE RISE 12 INCHES PER FOOT (I.I) AND O
Ceiling Joist to Parallel Rafter (Fore-nailed) Roof Spm (ft.) GREATER
12 12 12
12 20 28 36
3:12 Roof Slope @ 16' o.c. 5-16d 8-16d 11-16d 14-16d T 1 '
4:12 Roof Slope @ I6" o.c. 4-16d 6-16d 8-16d II-16d each lop �•J
5,12 Roof Slope @ 16' o.c. 346d 5-16d 7-16d q-16d each lap MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS c U
DGE STRAP 7=12 Roof Slope @ 16' o.c. 36d 4-16d 5-16d -16d a1
(IN POUNDS PER SQUARE FOOT.) --i a
q,12 Roof Slope @ 10 o.c. 3-14 5
6d 3-16d 4-16d 5-16d -_
12=12 Roof Slope @ 16" o.c. 3-I6d 3-16d 3-I6d 4-I6d w
N.T.S. USE LIVE LOAD
Ceiling Joist Lops over Partitions (Fore-nailed) Roof Spm (Ft.) 0 �l
TYPICAL DETAIL 116 20 28 36 EXTERIOR BALCONIES 60 U
EXTERIOR 1-LEADERS 3,12 Roof Slope @ Ib" o.c. 5-16d -16d 11-16d 1 [W-
4:12 Roof Slope @ 10 o.c. 4-164 6-Ibd 8-8-116d I1-164 I-Ibd each lap DECKS 40
N.T.S. 5,12 Roof Slope @ 16" o.c. 3-16d 5-16d 7-16d q-16d each lop ATTICS WITHOUT STORAGE 10
7,12 Roof Slope @ 10 O.C. 3-16d 4-16d 5-I6d 6-I6d ATTICS WITH STORAGE2O U
ROOF RAFTER q,12 Roof Slope @ 10 o.c. 3-16d 3-16d 4-16d 5-16d
12:12 Roof Slope @ 16" o.c. 3-16d 3-16d 3-I6d 4-I6d ROOMS OTHER THAN SLEEPING ROOms 40
Collor Tie to Rafter (Face-nailed) 6-8d per tie SLEEPING ROOMS 3O O
Blocking to Rafter (Toe-noiled) 2-8d each end d
5/6'm x 12" L. x 3'-O" O.G. ANCHOR
BOLTS W/ 3"x3" SQ. STL WASHER. Rim Board to Rafter (End-nailed) 2-Ibd each end
(1'-0" FROM CORNERS) WALL FRAMING
0 AS PER TABLE 4 0�0
TOP PLATE Top Plate to Top Plate (Foce-noiled) 2-16d?I per foot TABLE R301.2(1) v N
Top Plates at Intersections (Fore-noiled) 4-16d joints - each side CLIMACTIC AND GEOGRAPHIC DESIGN CRITEF <\
Stud to Stud (Faceoo
-noiled) 2-16d 24" o.c. WIND DE51GN SUBJECT TO DAMAGE FROM T 1
Header to Header (Fore-noiled) 16d 16" O.C. along edges GROUND SEISMIC v M
SNOW SPEE TOPOGRAPHI SPECIAL WIN WIND-BORN DESIGN FROSTLIN O IN
INSTALL "SIMPSON STRONG-TIE" LOAD (MPH EFFECTS REGION DES15 ZON CATEGORYWEATHERIN DEPTH TERMITES DECAY
H-2.5 CLIPS 0 16" O.G. W/5-8d NAILS Top or Bottom Plate to Stud (End-noiled) 2-16d per 2x4 stud ►�1 p ^
25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATESLIGHT TO ~
3-16d per 2x6 stud MPH TO HEAVY MODERATE
4-16d per 2x8 stud
a SIMPSON STRONG TIE MTS12 Bottom Plate or Floor joist, Bondjoist,
1 1/4" X 16 GAUGE STRAP W/ Endjoist or Blocking (Fore-noiled) 2-16d ?I ?@ per foot SIMPSON BEARING
(4) ad COMMON NAILS ((5) 8d PLATE
PC66 E BP 3/4
COMMON NAILS IN GARAGE) INTO FLOOR FRAMING
THE ROOF RAFTER 4: (4) 8d Joist to Sill, Top Plate ar Girder (Toe-nailed) 4-Bd per joist HEADER AS NOTED
COMMON NAILS ((5) 8d COMMON ON PLANS
NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-noiled) 2-8d each end
STUD. Blocking to Joist (Toe-noiled) 2-8d each end N POST GLAZING PROTECTION FROf WIND—BORNE DEBRIS
GAP
Blocking to Sill or Top Plate (Toe nailed) 3-Ibd each block
Ledger Strip to Beam (Face nailed) 3-I6d each joist I THREADED ROD • •
Joist on Ledger to Beam (Toe-noiled) 3-8d per joist II NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
Bond Joist to Joist (End-noiled) 3-16d per joist HOLLOW LOAD 74•" AND A MAXIMUM SPAN OF V-O" FOR EVERY WINDOW. PANELS
BEARING COLUMN SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
(*S2 r-rT512 DTA I L Band Joist to Sill or Top PLote (Toe-noiled) 2-16d?I per foot II APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE V
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
J� N.T.S. ROOF SHEATHING
Structural Panels 8d 6" EDGE/ V FIELD
° Diagonal Board Sheathing FASTENER TYPE FASTENER SPACING
' I"xb' or 1'x8" 2-8d each end PANEL SPAN PANEL SPAN PANEL SPAN
S 4 -O 4 -6' 6'-8'
V / "°° :�.o .• t"x10" or wider 378d each block
v I II 2'y" s:6 WD. SCREW
° CEILING SHEATHING 16, 12" a' O
INSTALL "SIMPSON STRONG-TIE"
'o MSTA36 STRAPS V 16" O.C. Gypsum Wallboard 5d coolers 7" edge / 10' Field II 23?" s:a wwD. SGRE
0•• 16' 16" 12"
o
SECURE WWALL SHEATHING DECK HEAER
WITH 26- IOd NAILS � SIMPSON POST
D
see Simplified Wall AS PER PLAN BASE PG66
D1 Structural Panels Bd
Sheathing Pressure t Nailin
o
Fiberboard Panels Zones this page.)
'0 7/161 8d 3" edge / 6" Field WOOD SIMPSON Q
rs��PqALL-TO-FND. GONNEGTIONS 25/321 Bd 3" edge / 6' field P.C. PIER BASE PB66 FASTENERS AS NOTED
t IN SCHEDULE ABOVE H
o �7 N.T.5. Gypsum Wallboard 5d cooler 7" edge / 10" Field
NardbOard Bd (see Simplified Wall I
WINDOW PLYWOOD AS NOTED
Q Particleboard Panels Bd Sheathing Pressure 4 Naiiin .^ � ••' GLASS
Zones this page.) I I�'� '�� 21X4" BRACE i LARGER SPANS
Diagonal Board Sheathing
11x6' or 11x8' 2-8d per support
1'x10" or wider 3-8d per support
SIMPLIFIED WALL S"EAT"ING SI`Dow
PRESSURE 4 NAILING ZONES FLOOR SHEATHING
a/ Structural Panels
re)G_N HOLLOW COLUMN TIE-DOWNS
wZ V or less Bd 6" edge / 12' field
4 greater than I' 10d W edge / 6' Field A8 N.T.S.
,oQ Diagonal Board Sheathing
1"X6° Or I'xB' 2-8d per support PLYWOOD STORM PANEL
HO
"SUTTER' DETAIL [ ,
' I"x10" or wider 3-8d per support „r•
o
o ?I Nailing regyirments are based on wall sheathing nailed 0 on-center at the Panel edge. If wall sheathin O
is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regpirments for
structural members
ssload ashall be doubled, or attemate connectors, such as shear plates, shall be used tomaintain A F•Ti
Q O I I ?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be W
.0 5 permitted to be reduced to 1-16d nail per foot. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
O °, FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL
� 6 W W
O
FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITIONSECTION 2.
O O [�
S� 1"ISTABG DETA I L
�-y N.T.S. Y� a
ETC. ENTIRE 1=-N 1'-O' 1'-O' 1'-O" 1'-O° 1'-O' i°
WALL SI-IEA-THING NAILING SCI-IEDUL
BEAR LENGTH
ZONE 5 ZONE 6 0 I
-+----�- -----�-- RED R�
INSTALL "SIMPSON STRONG-TIE" I n A C
H-6 TIES CM 16" O.G. W/8-8d NAILS FIELD 4" O.G. 8" O.G. I I I MULTIPLE MICRO-LAM MEMBER AS STEEL FLITCH PLATE (/ NNRD M
NOTED ON PLANS (IF INDICATED ON PLANS)
EDGE ------ I I
" O.G. I I I "m OLTS W/LOCH
K WASERS
3° O.G. 4yO
—� B 1
11
1-46 ,°I INSTALL "SIMPSON STRONG-TIE" 0 I O' I I f=
L7P4 ANCHORS Co 16" O.G. W/ I I
12- 8d NAILS ALL %" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I I I I MICRO—LAM / FLITCH PLATE BOLTING DETAIL `:°-�
WITH bd COMMON NAILS- 2" x II'/z" GA. - PATTERN ASI
INDICATED ABOVE. I I I N.T.S.
pGC
O4 I OZ I O' 3" V.T.R.
0 I OO I OO ALL MULTIPLE MICRO-LAMEMBERS AND FLITCH BEAMS TO 04, V 1`I
ROOF "It BE BOLTED AS SWOWN. M �QF NEW
® s/B"m x 12" L. x 3'-0" O.G. ANCHOR
BOLTS W/ 2"x2" SO. STL WASHER. I I I I 2"
BP (1'-O" FROM CORNERS) I I _ _ 2='
LTP4 AS PER TABLE 3.2A 8 3.2B r _ — � '— "1
GOI"IPONENT AND CLADDING PRESSURE ZONE I I
NUI"IBEFRS INDIATE NAILING ZONES Q I Q I I 2"1 2"1 2"1 2"
LTPA 1 0
--r------
ROOF SHEATHING NAILING SCHEDULE
OI O i I 1Y?" SHWR
I IST FL.
I
2" 2.1
ZONE I ZONE 2 ZONE 3 ZONE 4 I I t-------------- 3"
O I O I 2.,
•
FIELD I O No. Date Title
8" O.C. 12" O.G. 3" O.C. 4" O.G.
I3°
EDGE
----- ---------------
-----------
4" O.C. 6" O.G. 3" O.C. 3" O.G. I 11 F.A.I. REVISIONS:
I O
S"4 FLS:. -TO- FND. CONNECT I ONS BASEMENT Drawn B
ALL 31," EXT. PLYWOOD WALL SHEATHING TO BE SECURED 0 I O I Y
N.T.S. WITH 8d COMMON NAIL5- 2'/2" x 10%4" GA. - PATTERN AS I ---------0-----------
INDICATED ABOVE. ________
O' IO & G.O. G.O. TO AN APPROVED
Date: 12/14/21
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS C.O. SANITARY SYSTEM
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL - ---------- ------------------
MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL
Drawing No.:
NOTE: P><;OVIDE CONTINUOUS LOAD PATH CODE OF NEW YORK STATE. I 0 0
FROr I RIDGE TO FOU N DAT 1 ON. C.1.14.T.
ROOF PLAN FLUI"fBING RISER DIAGRAM A7
N.T.S.
NTS
OF 7 SHEETS