HomeMy WebLinkAbout50085-Z lx+ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
�
TOWN CLERK'S OFFICE
a 4 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#: 50085 Date: 12/4/2023
Permission is hereby granted to:
Teicher, Stephanie
50 Walker St Apt 6A
New York, NY 10013
To: construct accessory garage as applied for per Trustees approval.
At premises located at:
6825 Nassau Point Rd, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 111.-15-8.2
Pursuant to application dated 11/13/2023 and approved by the Building Inspector..
To expire on 6/4/2025.
Fees:
ACCESSORY $341.00
CO-ACCESSORY BUILDING $100.00
Total: $441.00
lBuilding ctor
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
A,�, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 fit( ,,/hvw%v.ssWo atiold1ownn . gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only "� lr , LEI`
PERMIT N0. �D 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: l
OWNER(S)OF IPROPERT "
Name: 4•t' , SCTM#1000-
Project Address:
Phone#: Email: Gd
Mailing Address: q 9 Q� �Jp*,-qv d 1 r . A--V GuTr-4 r
CONTACT PERSON:
Name: kol 1601ep H . HA40 A
Mailing Addr ss: ( �• �. ��
Phone#: tJ�J - �2?j 7 0-7 Email: Avg"TV 4441—TC- ' A4*1-.
DESIGN PROFESSIONAL INFORMATION:
Name: IN H. NA-M'0 A"
Mailing Addr ss: LI—::
Phone#: I, �iL 3j 7 q Email:
CONTRACTOR INFORMATION:
Name: 4�fj "
Mailing Address: 16 m/e- '7'vc*— Y. C 19 5'2
Phone#: 031— 2 �Q �/ Email: 4 C' �" f"" ,fid
DESCRIPTION OF PROPOSED CONSTRUCTION
le
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
E]Other $ /e4."Odd .
o
Will the lot be re-graded? Yes o Will excess fill be removed from premises? ❑Yes
-
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
1 IL � � 4 m
Zone or use district in which premises is situat d: Are there any covenants apd restrictions with re pact t0
4o this property? ❑Yes o IF YES,PROVIDE A COPY,
&Check iiox er 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 Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted BY print name): IMP H . HA" , A • 1. �4 • Authorized Agent ❑Owner
pp
Signature of Applicant: . Date: l 23
1
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 AN�C�,t
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of !'��`�h�-�,20
ROBERT M.FISCHETTE
N bl
Notary Public,Stale of New York
No.02FI64,-s86044
Iglu Ouali ed in Suffolk C'o
Commission Expires Aq Ot tt22026 PROPERTY OWNERAUTHORIZATION
(Where the applicant is not the owner).
�( 1 r
residing at (0�Zai NA4eA-t/ 411kA-
c vlrc� N "7 do hereby authorize view A to apply on
my bAalf to the Town of old Yuilding Department for approval as described herein.
,
O ner's Signature Date
Print Owner's Name
2
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK h 1r1r,
Np c / J iJ
PERMIT NO. 10462 DATE: SEPTEMBER 13,2023
ISSUED TO. STEPHANIE Un TEICHER
L'
" PROPERTY ADDRESS: 6825 NASSAU POINT ROAD CIi1TCIIOCUE, t
r,,,e; SCTM#1000-111-15-8.2
rid, 1
"��� AUTHORIZATION � ,"M
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,� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on Se tssnber l I. 2Q2
�"u V5"f i k and in consideration of application fee in the sum of ILL5_0.00 paid by Stephanie 1.. Teicher,arrd subject to the
°y Terms and Conditions as stated in the Resolution,the'Southold Town Board of Trustees authorizes and permits
the following:
'; �
r� � Vl
Wetland Permit to construct an 18'x24'one car garage with 4'x18'stairs down on side of � �x
arae and as depicted on the site plan prepared by Richard M.Matof A.I.A.,last dated July
V �
garage; " n i
12,2023,and stamped approved on September 13,2023.glp 15,
1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and
rthese presents to be subscribed by a majority of the said Board as of the day and year first above written.
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Town Hall Annex
Glenn Goldsmith, President
" r^ 54375 Route 25
A. Nicholas Krupski,Vice President r � P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly �a, Telephone(631) 765-1892
Elizabeth Peeples ���' Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
September 18, 2023
Patricia Moore, Esq.
51020 Main Road
Southold, NY 11971
RE: STEPHANIE L. TEICHER
6825 NASSAU POINT ROAD, CUTCHOGUE
SCTM# 1000-111-15-8.2
Dear Mrs. Moore:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, September 13, 2023 regarding the above matter:
WHEREAS, Patricia Moore, Esq., on behalf of STEPHANIE L. TEICHER applied to the
Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town
Code, the Wetland Ordinance of the Town of Southold, application dated July 18, 2023, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
September 13, 2023, at which time all interested persons were given an opportunity to be
heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
2
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of STEPHANIE L-. TEICHER to
construct an 18'x24' one car garage with 4'x18' stairs down on side of garage; and as depicted
on the site plan prepared by Richard M. Mato, A.I.A., last dated July 12, 2023, and stamped
approved on September 13, 2023.
Permit to construct and complete project will expire three years from the date the permit is
signed. Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
Glenn Goldsmith
President, Board of Trustees
GG/dd
lenaa G,oldsmith, :President r� To-n Hall Annex
A. Nicholas KrUpski, Vice president 54375 Route 25
Lair Sepenoski P-0 Box 1.179
Li? Gillooly° � +�� v %` Southold, New York 11.971
l/ ��
Elizabeth l.:eE:etales Telephone(631) 765-189
Fax (631) 765-66'4.1
y'4 4
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES
72 HOURS PRIOR TO COMMENCEMENT OAF IHS ACTIVITIES CHECKED OFF
BELOW
INSPECTION SCHEDULE
Pre-construction, hay bale line/silt boom/silt curtain
1" day of construction
constructed
_... When project complete, call for compliance inspection;
_
U441 R— E
SIOUTHOL U TE- -- %k
xo. _
p E R m I I
Issued TaMNAWIfo Date...94.0 13'�3
Address........
THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION
TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD
SOUTHOLD, N.Y. 11471
TEL.: 765.1892
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ELEVATIONS RECORDED IN NAVD66 DATUM
+ 34.6' EXISTING SPOT ELEVATION 4q
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N PROP° 43.3'
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10' PATH
TAX MAP 51 SITE PLAN
DISTRICT 1000 FOR THE
SECTION III 7�
BLOCK I5 TE" ICHE.�. llLSIE) IVCE
LOT 5.2
SITUATE
LOT NUMBERS SHOWN ARE FROM FILED MAP T T T T
AREA= 30,266 S.F. ATO TIE LINE) ENTITLED "AMENDED MAP OF NASSAU POINT" C(J CHOCUE
('0.6g48 AGS FILED AUGUST 16, 1q22 AS MAP NO. 156
T SITE INFORMATION TAKEN FROM TOWN OF SOUTHOLD — SUFFOLK COUNTY, N.Y.
A. I. A. — SCALE: I" INCH — 30' FEET
RICHARD M. MATO
SURVEY PREPARED BY PECONIC SURVEYORS, P.C.
A R C H I T E C T LAST DATED NOVEMBER 14, 2015 PREPARED : 4/1
AND FIELD WORK BY KENNETH OYGHUCK SURVEYING PLLC. 7/122/23
/25
WW
P.O.BOX 2284 AQUEBOGUE N.Y. 11931 LAST DATED JULY 5, 2028
(631)523-5879 rmatoarchitect@gmail.com
GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR it EXTERIOR STAIR NOTESe samrs
I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RE51DENTIAL 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
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 6/" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLA5-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND F15-875 P51 OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301,A, 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 %" 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 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 MPH THREE SECOND 31 ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0%
MINIMUM TREAD DEPTH (W/O NOSING) - 10"
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
FOREST AND PAPER ASSOCIATION (AFRAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN 5TRIGT ACCORDANCE WITH THE MANUFACTURERS PER A,I,5.C,
MINIMUM NOSING PROJECTION -
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IV, CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER,
MAXIMUM N051NG RADIUS - G/16"
B. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES:
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTWER1,4I5E. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT NITH O
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE 501L OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AP 8z 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, I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
WHERE POSSIBLE, VERTICAL SURFACES.
5. ALL ELECTRICAL WORK SHALL CONFORM TO TWE 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 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 NEW
AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 DESIGN CRITERIA:
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 w
SPECIFICATIONS. LIVI% I--OAD 40 PSF:
2_ PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING C7
(0. PROVIDE,SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSP: )
G. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED 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"
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.C. WHICH EVER IS LESS.
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 PSI-: �-"1 r3 U
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 W W
z �
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF V-O" O.C. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THEpTHERWiSE NOTED. 5TAINLE55 STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: W U
WORK' SQUARE FOOTAGES: Q GENERAL WALL BOARD NOTES. m o
B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8, PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS:
CONCENTRATED LOADS AS REQUIRED.
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a. ONE IN EACH SLEEPING ROOM.
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. NEW SITTING ROOM AREA 195 S.F.
CEILINGS UNLESS NOTED OTHERWISE, PROVIDE 5/8" MOISTURE RESISTANT
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN c, ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING -71-
CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 5HALL
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE GOATS OF SPACKLE.L BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS.
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALIT+ N
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE HI,�
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. s ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL O 00
ANCHORAGE AS PER DETAILS. ALL NAIL5, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE /e' GEMENT 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 '
C>a M
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: CCIA
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLESS
3. 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 5HALL BE INTERCONNECTED IN SUCH A MANNER THAT m
ZONE R-40
Ii, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,
PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE -
Imo+
II, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHOD5, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, A.4PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
1 INCLUDED IN THE SCHEDULE 5HALL BE IN CONFORMITY WITH TABLE R602,3(I) OF 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 d 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. S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE
OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
BASEMENTS.
ACTS OF ERROR OR Or-1155,1014BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY
A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
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 ACO AT 16" O.C. AS PER PLAN.
GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS 5HALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS W
GENERAL EXCAVATION +t BACK FILLING NOTES: 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC u
PROVIDE ASPHALT ROOF SHINGLES WITH 230 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE 5HALL HAVE A MINIMUM OF A g/ HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION 5YE,TEM
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 FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES W
r
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION. SHEET A 1 GENERAL NOTES ILS'
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE GOATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE.
AND NON-SHRINKING 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 4 HEATING NOTES:
CAPACITY OF TWO TONS F'ER SQUARE FOOT, IT IS THE SOLE RESPONSIBILITY OF o. PROVIDE ASPHALT ROOF 5HINGLE5 WITH 60 MIN. GRADE 'D' BUILDING PAPER SHEET A2 NEW GARAGE
ENERGY NOTES:
THE CONTRACTOR TO VERIFY THE ACTUAL 5CIL 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 1. ALL HABITABLE ROOMS 5HALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3 CODE PAGE W
I6 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 HT1
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START w ^
a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION 5HALL 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. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF l 1
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O,G. WITH BATT IN5ULATION 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 COAT5.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS, 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND V 1
b. EXTERIOR WALLS- NOTCHING AND BORING: SPECIAL SYSTEMS 5HALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE 1
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS
I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS rT 1
FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE A% 01= 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,
2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHALL N07 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 HIS DOCUMENTS AND HIS CONTRACTORS
THE EDGE OF THE HOLE 5HALL NOT BE CLOSER THAN 5/8? TO THE
EDGE OF THE STUDBORED HOLES SHALL NOT EXCEED 60% OF THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
.
3, NO BACKFILL 5HALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST 5HALL BE RE5PON515LE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
WALLS WITHOUT THE FLOOR FRAMING OR PROBER BRACING AS REQUIRED TO STUD DEPTH WWEN 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 HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM GR055 SECTION TEST OF ASTM E Icici6 AND OF ASTM E 1886 AND R301.2.1.2 OF
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER
THE 2020 RESIDENTIAL CODE OF NEW .YORK STATE UNLESS NOTED OTHERWISE
CONTRACTOR SHALL BE RE-SPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED
OTHERWISE. BY EXCEPTION TO R301,2.1,2. A, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF ^ W
A, ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS 51ALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RE5CWECK" DOCUMENTS MEET Ir�11 ~•/
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 rTl ���111
C. STUDS 5HALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE, W Q
5. REMOVE ALL 5HRUB5, TREES 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 5HRUB5, TREES, OR PLANTINGS. SLOPE ALL
ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES.
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE {, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. Q�
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADER5 AS PER PLAN, TECO ALL CEILING J015T OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES:
GENERAL SWIMMING POOL, HOT TUB ✓€ SPA BARRIER NOTES: O
BOTH SIDES OF TWE HEADER. 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SWALL
GENERAL CONCRETE NOTES: h, LINTELS 5HALL NOT BE LE55 THAN: EV PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING L 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" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
I. LOCAL SOIL CONDITIONS 4ND/OR LOCAL PRACTICE MAY NECESSITATE
11, THREE 2x12'5 FOR SPANS UP TO G'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R510 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE A5
,
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i, BOTTOM OF WINDOW AND DDDR 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 TWE
PRESSURE 15 ASSUMED 7.0 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 5HALL NOT BE LESS THAN 5.7 SQUARE FEET
B. THE FOUNDATION WALL 15HALL BE POURED CONCRETE THICKNESS AS 1, (I)-2x6 (FLAT) FOR UP TO 7'-0" c, THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24". �(tED ARCy�
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 LE55 THAN 20"
SECTION. THE FOOTING SHALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE
k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3, G�
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 Q Q ?
WALL CR055 SECTION. 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED, FASTEN OPENING SHALL BE 5.0 SQUARE FEET, L.
TO WALL WITH Y2"m DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL A
A, (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
5. %,'o DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING 5HALL BE
M. PROVIDE GIRDER PER PLAN ON 3/?'m DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE S 04 IS
OF 33" O.G., 12" FROM E/kCH BOARD END AND AT LEAST TWO PER CORNER.
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. T OF N
F /
b, 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 C, MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED 501L OR A" THICK COMPACTED SAND TO MI5% RELATIVE DENSITY,
q. 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 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
No. Date Title
AIR CONTENT 5HALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE
CONCRETE VOLUME, REVISIONS:
10, ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING, Drawn By:
R I"f f"f
11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI '� (ca
v x
IF "I
318 AND ASTM CII57 REQUIREMENTS.
�, � t, � �( � Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL � ���
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
r
13, CONSTRUCTION JOINTS ml THE CONCRETE 5HALL NOT BE PERMITTED B �� NOV 1 ^ nn7� Drawing No.:
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK i Il
STATE LICENSED ENGINEER.
{ 14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) ICI'.:'e`9 E.t A
HORIZONTAL.
W Q
w Q OF 3 SHEETS
18'-o11 181_011 - "-- - -
I I
co I
- - - - - - - - - - -� - - -
(L I I a
1 1
4ll > > W W �- l O
TYPICAL SIDING (! p (( �•/ U
M
WOOD SIDING j
V ° I TO P'IATC1-I EXIST,
I .� I I •�, I � I " � I � w
1 y� GAR GARAGE z
8„ I I I ' 1811
161—allI (V I O GRADE
EL3&.2'
GRADE Q
O I I c0 I O I - -2” x 12" R I D G E- - I ELEV. 35.1' a Z W Q
UNEXCAVATED � � a
4" P.G. SLAB W/ rvX6, I N
N I I 04 10/10 W.W.I„I. ON
GOI"IPACTED FILL
0000
y21'
RET. WALL FRONT ELEVATION (1^4f=-5T) C00
. — — — Ily0 0 SCALE= i4"-I'-O" ►—i a,
_ I N " �
a I I m I 3+ A3
ROP T.O.F. FOR 0.1--1. -
TYPICAL ROOF CONST.
DOORS (TYP) _ a _ 2"x10 R.R. ASI-4ALT ROOF SI-(INGLES
L - - - - - - - - - - - - - � I ( )-I /gill L.V.L. HDR.
m @ 16" O.G. (TO r-1A7CI-I r-1AIN I-ISE.)
i/",."' !i;' ' i/ /�/ //;/,i I - - - - - 30V BLDG. FELT UNDERLAYT"IENT
EEO 12
SELF-ADI-TERING "MOISTURE GUARD PLUS" • •
� � 12°x 8° 0.4-4. DOOR I O SE 3/q" AG EXT, PLYWD. SHEATHING
co I 2"x10" R.R. @ IG" O.G.
ROOF 0.1-4.1 L V.L3/gNDR. S-2
1_ 11 1 2 i_ 11 1 11 I ' \ Z
:21-1011 12 4 10 4 -8 3,_O" 12'-O" 3'-0" A3 TYPICAL EXT. WALL CONST. V
— CEDAR VERTICAL SIDING
18'-0" I 41-811 1 T.O.P_ 2"x8" G.J. @ Iro" O.G. 2"x8" G.J. C@ IG" O.G. T. P. (TO r-1A7CI-I P'1AIN 1-I5E.) O
10 30= BLDG. FELT UNDERLAYr-1EN7
A A qe" L.V.L. (-IDR. 5-3 � S/," EXT. PLYWD. SNEATI-IING
2"x6" STUDS @ W1 O.C.AB
11 W
m W
1_ u
I 6 0.1-1. DOOR T.O.F.
0
GRADE u
FOUNDATION PLAN FLOOR PLAN Q2 CAR GARAGE
1- — TYPICAL FDN. CONST.
4" P.C. SLAB W/ GXG, I dj 8"x G'-8" P.G. FDN. WALL
10/10 W.W.I I, ON I W _II I (2)-2"x G" TREATED SILL FE
SCALE: %4"=1'-O" SCALE: %4"=1'-O"
LL — �
GOI IPAGTED FILL %9 SILL SEALER
7ERr1ITE SHIELD
AREA CALCULATIONS PITCH TO DOORS (III '-/,"CP x 12" ANCI--IOR BOLTS
o I�
GRADE f W/ 2"X2" STL. IF►�
GARAGE 432 S.F. =7.-p F "A54-TER @ 33" O.C.
_ WATERPROOFING
8"xIG" P.C. FOOTING W/
(III—•r'• III— GOI IPAGTED FILL (3)tt5 RE-BARS W
W �
,o, SECTION
J2
O � v
SCALE: %"
TYPICAL ROOFING TYPICAL ROOFING
' ASPHALT ROOF S INGLES
ASP(-(ALT ROOF SHINGLES
TO I"IATGI-1 EXIST. CD AR
TO MATCH EXIST. .�'"'
MATGI I r 1-2 MATGI I 12
I-(OUSE 6 I I-(OUSE
2 O
S� 041861 P�
TYPICAL SIDING
" OD SIDING
GRADE GRADE -
TO r'1A7GI-I EXIST.
/ ELEV. A2.0' ELEV. 42.0'
/ "''rrrr
/ I GRADE GRADE
} ELEV. 40.3' ELEV. 42.0'
No.
GRADE GRADE Date Title
ELEV. 36.2' - I - ELEV. 36.2'
REVISIONS:
Z
L
Drawn By: Ivy
— `—STEP FOOTING UP STEP FOOTING UP
RIGHT ELEVATION (SOUTH ) REAR ELEVATION ( BAST) LEFT ELEVATION (NORTH ) Date: q/lq/23
Drawing No.:
SCALE: %4"=1'-0" SCALE: %4"=I'-O" SCALE, 314"-1'-0"
OF 3 SHEETS
RIDGE TENSION STRAP 16" O.G.
BY 511-11P5ON STRONG TIE
1 1/4" X 18" 20 GAUGE WITH
(4) 8D COI"11'-ION NAILS EACI-4 SIDE
NAILING SCHEDULE
~ FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B I"IINII"IUI"I ROOF LIVE LOADS
o AREA IN SQUARE FEET
ROOF RAFTER V 16" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION)
o INSTALL "SIMPSON
FOR DHE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
o STRONG TIE' LSTA
TRIBUTARY LOADED
o
TIES @ EA, E
o OF HDR. ND JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
O MEMBER
N RAFTER FRAMING ill
O
ROOF SLOPE TO 201 TO OVER
O [.�
l
ROOF RIDGE HEADER A5 NOTED RoFter to Top Plate (Toe-roiled) 200 600 600
N Wall height 8 Ft. 3-ad?# per rafter
_ Y Wall height cl - 10 ft. 4-8d?tt ?$ per rafter FLAT OR RISE LESS -17"AN 4 1NCI-IES PER FOOT
DOOR OR WINDOW < Ceiling Joist to Top Plate (Toe-noiled) (113) 20 16
AS NOTED Wall height 8 ft. 3-8d?# per joist RISE 4 INCHES PER FOOT (1,3) TO LESS v O
Wall height ol - 10 ft. 4-6d?# ?$ per joist THAN 12 INCHES PER FOOT (I,I) 16 14 14
S R I DQE STRAP Ceiling Joist to Parallel Rafter (Foce-noiled) Roof Spon (ft.)
a
12 20 28 36 RISE 12 INCHES PER FOOT (III) AND
GREATER 12 12
N.T.S. 3:12 Roof Slope @ 16' o.c, 5-I6d 8-I6d 11-166 14-16d
4:12 Roof Slope @ 16" o.c. 4-16d 6-I6d 8-I6d II-I6d each lop ,'Cl
5:12 Roof Slope @ I6' o.c. 3-I6d 5-I6d 7-I6d q-]Gd each lop
7:12 Roof Slope @ I6' ox. 3-I6d 4-16d 5-I6d 6-I6d � 3 U
MINII"1Ui"( UNIFORMLY DISTRIBUTED LIVE LOADS
q:12 Roof Slope @ 16" o.c, 3-I6d 3-I6d 4-I6d 5-I6d W W
12:12 Roof Slope @ 16" o.c. 3-I6d 3-16d 3-I6d 4-16d (IN POUNDS PER 5OUARE FOOT) z �'
Spon (ft.) w U
ROOF RAFTER r Ceiling Joist Laps over Partitions (FoRoof Se-noiled) po
12 20 28 36 USE LIVE LOAD 1 1 (7
3:12 Roof Slope @ 16' o.c. 5-I6d 5-I6d I]-]6d 14-I6d
4:12 Roof Slope @ 16' O.C. 4-I6d b-Ibd 8-I6d 11-I6d each lop EXTERIOR BALCONIES 60 �y
TYPICAL DETAIL 5:12 Roof Slope @ I6" o.c, 3-I6d 5-I6d 7-Ibd q-16d each lop DECKS 4O I---I a
EXTERIOR HEADERS 7112 Roof Slope @ 16' o.c, 3-I6d 4-I6d 5-I6d b-Ibd
q:12 Roof Slope @ 16" o.c, 3-I6d 3-I6d 4-I6d 5-I6d ATTICS WITHOUT STORAGE IO � Q
12.12 Roof Slope @ 16" ox. 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20 d'
'O• N.T,S. T l 00
TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS
Collor Tie to Rafter (Foce-noiled) 6 AO-Sd per tie
Blocking to Rafter (Toe-noiled) 2-6d each end SLEEPING ROOMS 30 ryC 0000
U o �
Rim Board to Rafter (End-noiled) 2-I6d each end
WALL FRAMING c�
Top Plate to Top Plate (Foce-nailed! 2-I6d?! per Foot ^"
M
Top Plates at Intersections (Foce-noled) 4-I6d joints - each side
TABLE R301,2(I)
' . Stud to Stud (Foce-noiled) 2-I66 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
SIMPSON STRONG TIE 1-117512 Header to Header (Face-noiled) I6d 16" o.c. along edges
GROUND SEISMIC SUBJECT TO DAMAGE FROM
o. I 1/4" X 16 GAUGE STRAP W/ wl DESIGN
(4) 8d GOI"Ir-ION NAILS ((5) 8d Top or Bottom Plate to Stud (End-roiled) 2-16d per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
COMMON NAILS IN GARAGE) INTO
H3-I6d per 2x
LOAD (MPH) EFFECTS REGION �DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
6 stud
THE ROOF RAFTER 8 (4) 8d 4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE 5LIGHT TO
COMMON NAILS S 8d COMMON
MPH TO HEAVY MODERATE
NAILS IN GARAGE) INTO THE WALL
STUD. siB"m x 12" L. x 3'-O" O.C. ANCHOR Bottom Plate or Floor joist, Bondjoist,
BOLTS W/ 3"x3" SO, STL WASHER.
(1'-0" FROM CORNERS) Endjoist or Blocking (Foce-noiled) 2-I6d ?! ?@ per Foot
AS PER TABLE 4 FLOOR FRAMING
�
f Joist to Sill, Top Plate or Girder (Toe-noiled) 4-Sd per joist r!,
S 2 1 1 T5 1 2 D ETA I L Bridging to Joist (Toe-noiled) 2-8d each end w
Blocking to Joist (Toe-nailed) 2-13d each end
N,T,5. INS
1,4-2.5 TALL "SIMPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-nailed) 3-Mad each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS
CLIPS V 16" O.G. 1^1/5-5d NAILS Ledger Strip to Beam (Fore nailed) 3-16d each joist
Joist on Ledger to Beom (Toe-nailed) 3-8d per joist / U F-
Bond Joist to Joist (End-nailed) 3-11 per joist NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF r\/,
n Bond Joist t0 Sill Or Top PLote (Toe-noiled) 2-I11 per Foot 7&" AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW, PANELS f•♦•�
v j SHALL BE PRE-CVT TO COVER THE GLAZED OPENINGS, LABELED, WITH O
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW,
Structural Panels Bd 6' EDGE/ 6" FIELD
Diogoe%ol Board Sheathing
INSTALL "SIMPSON STRONG-TIE"
°o M5TA36 STRAPS 0 16" O,G. .' I"xb" or I"x8" 2-15d each end FASTENER TYPE FASTENER SPACING `rTl
SECURE WITH 26- IOd NAILS 1"X10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN V
o Gypsum Wallboard CEILING SHEATHIN 5d coolers 7' edge / 10" field
2%" 1:6 WD. SCREWS
WALL SHEATHING 2'r=" see wD. SCREws 16„ 16„ 12" r/
w \/ 1
5tructurol Panels 8d see Simplified Wall
'o Sheathing Pressure S Nailing
Q
Fiberboard Panels zones the page.)7/16" 5d 3" edge / field
- 25/32" 8d 3" edge / 6' field � AJ
L
IN SCHEDULE ABOVET. ,
o.: Gypsum Wallboard Sd cooler 7" edge / 10" Field FASTENERS AS NOTED ^
Hordboord $d ) (see Simplified Wall (^r/J,
)} Sheathing Pressure Nailing
Particleboard Panels 8d zones this paga f 1
e.)
WINDOW PLYWOOD AS NOTED
Diagonal Board Sheathing GLASS 2•'X4' BRACE 0 LARGER SPANS
INV' or I"x8" 2-8d per support
< 'a' 0 1"x10" or wider 3-8d per support W
;0 11„1 n FLOOR SHEATHING ru-1 w
LL WINDOW
Structural Panels SILL n
U U1 I" or less 8d 6' edge / 12" field
SSgreater than I" IOd 6" edge / 6" field
NALL-TO-FND. CONNECTIONS
�o Diagonal Board Sheathing
IN(n" or I"x8' 2-13d per support
1"XIO'' Or wider 3-13d per support PLYWOOD STORM PANEL O
°. "514UTTER" DETAIL A
° ?! Nailing regyirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin
is nailed 3" on-center at thepcneI edge to obtain higher shear capacities, nailing requirments for
O ° structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to O >- \
maintain the load path. P.,,i
v
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be /
permitted to be reduced to 1-I6d nail psr foot. rr\+/
1"IS7A36 DETAIL. a
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF It PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, IG1Gl5 SBC HIGH WIND EDITION, SECTION 2.
PFtD ��1. Mq TFC
INSTALL "SII IPSON STRONG-TIE" PRESSURE
WALL SI-IEATI-ZING
PRESSURE NAILING ZONES Q
H-6 TIES @ I&" O.C. 1-4/8-8d NAILS .4 q
416 .o: INSTALL "SIr'IPSON STRONG-TIE"
LTP4 ANCHORS v 16" O.G. W/ O I OO I O S 04186 �k_
-- -- - -- -- - — FOFNE`N
• 12- ad NAILS
s I I OI O IO
/0"m x 12" L. x 3'-O" O.C. ANCHOR Q I \\ GOI"IPONENT AND CLADDING PRESSURE ZONES
BOLTS W/ 2"x2" 5Q. 57L_ WASHER. I O A NUI"IBERS INDIA-FE NAILING ZONES
SP (1'-0" FROf 1 CORNERS) O I
LTP4 AS PER TABLE 3.2A 8 3.28 I I
LTP4 \/ ROOF SHEATHING NAILING SCHEDULE I
6• ZONE I ZONE 2 ZONE 3 ZONE 4 O I O I O
WALL 514EAT141NG NAILING SCHEDULE I I
FIELD 8., O.C. 12" 0.C. 3" O.G. 4" 0.C. I I N0. Date Title
I I
EDGE -- - ----- -----I-- REVISIONS:
ZONE S ZONE 6 4" O.G. 6" O.G. 3" O.G. 3" O.G.
QI IQ
FIELD ALL %" EXT, PLYWOOD WALL SHEATHING TO BE SECURED Drawn By:
4" 0.C. 8" O.G. WITH 8d COMMON NAILS- 2!'2" x IOyA" GA, - PATTERN AS
cJ" -4 FL.Iz . -TO- FND . CONNECTIONS INDICATED ABOVE. R►"II"(
EDGE
N,T.5.
3" O.C. 4" ROOF PLAN o.c. Date:
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS q/Iq/23
ALL %" EXT, PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL _
MEMBERS" - TABLE R-602.3 (I) OF THE RESIDENTIAL SC.: Drawing NO.:
WITH 6d COMMON NAILS- 2" x II/2" GA, - PATTERN AS CODE OF NEW YORK STATE.
INDICATED ABOVE.
NOTE : PROVIDE CONTINUOUS LOAD PA71-4
F ROI"I RIDGE TO FOUN DAT 1 ON . A3
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w Q OF 3 SHEETS