HomeMy WebLinkAbout49859-Z TOWN OF SOUTHOLD
� r BUILDING DEPARTMENT
h� 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#: 49859 Date: 10/6/2023
Permission is hereby granted to:
Campbell, Jeffre
2220 Depot Ln
Cutcho ue NY 11935
To: construct alterations and legalize "as built" master bedroom and bathroom alterations
to existing single-family dwelling as applied for. Additional certification may be
required.
At premises located at:
2220 Depot Ln, Cutcho�ue
SCTM #473889
Sec/Block/Lot# 102.-2-3
Pursuant to application dated _ 9/1/2023 and approved by the Building Inspector,
To expire on 4/6/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $340.80
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $156.80
CO-ALTERATION TO DWELLING $50.00
Total: $547.60
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 littps://www.sotitlioldlowjl,l'IYgov
Date Received
APPLICATION FOR BUILDING PERMIT
F 2.� G i
For Office Use Only
PERMIT NO, ols-51 Building Inspector: 5 b
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 1 s " ,1 .T)T- T PT
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPRTY
//
Name: %1Q CAS( 6V(► SCTM#1000- 0 2 " 0 Z -
Project Address: IZ 2Zd b; G lJ o 14G1 1V .....
Phone#: �?3 d- ¢J'1j r l (Q 2 ( _ Email:
Mailing Address: Z'47-D Na
i
CONTACT PERSON:
Name; ( ( '� t-*� , to A. L A
Mailing Address: `P.i '. '57016 V- 0 4 AOVp f d' f JJ` d 119 J
Phone#: (�'!J( � 2'j , 5D79 Email: t)A Ve14(lPe-TC 4TAO L Cm
DESIGN PROFESSIONAL INFORMATION:
Name: 11�id'�Iq (`'`t. � A C01 �G�'
Mailing Address: d d y 2z f� a h6vr- 11 J . 0 4 3
Phone#: tp3 � ' �Z?l ' �-2
CONTRACTOR INFORMATION:
Name: klt vT �A titit
4,otJe, t G
Mailing Address: -7U75' GoK 1,09de r ."` 1 1 413
Phone#: ( (_ -734— 74-6 Email: I . GSA
DESCRIPTION OF PROPOSED CONSTRUCTION
4 AO
❑New tructure Addition Alteration ❑Repair ❑Demolition Estimated Cost of P oject:
$ . 4A .
Will the lot be re-graded? ❑Yes DKO Will excess fill be removed from premises? ❑Yes o
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? ❑Yes ONO 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 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): /Authorized Agent ❑Owner
Signature of Applicant: N Date: O /q f sl 3
STATE OF NEW YORK)
SS:
COUNTY 00-2 .o I 1^=.-
1644V
^ .164 %", ' . being duly sworn,deposes and says that(s)he is the applicant
(Name'of individual signing contract)above named,
(S)he is the A 601`rVal—
(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
�clay of ZO .
Notary Py
�ic
LORETTA IAMB
Notary Public,State of New York
PROPERTY E NE I„t„rii0RIZ T'ION #01 LA6179883
(Where the applicant is not the owner) Oualified in Suffolk County
Term Expires December 31, 4..�..»»
�)20
— residing at 2220 T3eptLavq
do hereby authorize to apply on
my half to the Town of Southold Building Department for approval as described herein.
10 110V
Zr
6Lv. 9)2112,3
Owner's Signature Date
Print Owner's Nam
2
Scott A. Russell �
STO]EZI��I WAT]E K
SUPERVISOR N1A,NA,G]EN11ENT
o
SOUTHOLD TOWN HALL-P.O.Box 1179 ,
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
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CHAPTER 236 - STORMWATER MANAGEMENT F RM B
�
._.. ( APPLICANT
INFORMATION TO BE COMPLETED BY THE APPLICANTP
rk� ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
�
1TAPPLICANT: (Proper-ty Owner, Design Professional, Agent,ent, Contractor,Other)
F
NAME: I C)lp r-A A , Date:
Contact Information: te 04 ��_
Z2 -
(L-Nlad 3 Telephone Numhet) _........ .....
Y
ait "��•
Pro ert Address / Location of Construction Site.
S_C.T.M. #: 100
_ _ .__ �..... Dlstrlct
Section Block ck Lot
_.
__ _ _ — __ _
_ _ _.. _
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
�e k
- Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Re aired
❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Perniq is Re aired I
Area of Disturbance is Greater than l Acre & Storn-i-water Runoff Discharges Directly
I' to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C, Prior to Issuance of a Building Permit.
❑ - Area of Disturbance is Greater than I Acre & Storm-\,eater Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town Engineerin De artment
Prior to Issuance of a Building Permit,
i
Rei ie�ved By: ...._ — ........ Date �..._
P-nRM CM( P -T(1C (lrrnhar�n l9
Nunemaker, Amanda
From: Richard Mato <rmatoarchitect@gmail.com>
Sent: Friday, October 6, 2023 3:40 PM
To: Nunemaker, Amanda
Subject: Re: Campbell 2220 Depot Lane Cutchogue
Hi Amanda,
Ok thank you for the update. We plan on using R-30 in the floor and R-19 in the walls. If you still need the ResCheck, I
can supply that as well.
Best,
Rich
Richard M. Mata A.I.A.
ARCHITECT
P.O. Box 2284
Aquebogue,N.Y. 11931
r atoar b to t ll.com
cell(631-523-5879
On Fri, Oct 6, 2023 at 3:34 PM Nunemaker, Amanda <Amanda.Nunemaker town,southo!d.n ,us>wrote:
Hi Rich,
I looked over the revised plans and noticed that the second floor master bedroom layout and bathroom have changed
since the CO was issued for the house. I am just going to note that that there is as-built construction and that additional
certification may be required. Also, what are the R-values you are using for the new bedroom on the first floor? If it's
not prescriptive, please email me a ResCheck based on the 2018 IECC.
Thank you, have a great weekend!
Amanda Nunemaker
Building Permits Examiner
Southold Town Hall Building Department
631-765-1802
1
SC�FFOLK CO. HEALTH DEPT. APPROVAL
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GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES.
1. ALL,CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, 0. 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 �1�" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
�.I BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 3*2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH 8311, 8301,3, 8301,4, 8301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS
: .q.•,, C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 314" FOR WOOD 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 ((( (((I SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 6'-8" AS PER 8314.3. BUILDING DEPARTMENT NOTES:
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
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'-O". MAXIMUM RISE - 7%"
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
AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY4" CODE NOTES:
?.p•' _ SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/I6"
+•' 3., ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES=
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
1'',• ,• ,', 4;.' ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH O
1,'{•' THE'PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND L H
{ ANDRAIL AND GUARD NOTES= AND PAPER ASSOCIATION (AF R PA) WOOD FRAME CONSTRUCTION
,i.,, SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. GENERA
"
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
r,PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND l 4z
I•, :WHERE POSSIBLE. VERTICAL SURFACES. v
:�;':.'• ' y','.y`^ GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL c
'ALL'
.
;ALL'kELEGTRIGAL WORK SHALL_ CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, M
1,'•i;' 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5
y:•k,•1• r.,t,,, "^';„ ,;`. •1�IEW,YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE, ALL DESIGN CRITERIA:
DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,
i ;; �-TAINTING JURISDICTION. ONLY �4 LICENSED AND INSURED ELECTRICAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF w
NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
I:
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. � t
I�, " SPECIFICATIONS.
LIVE LOAD 40 PSF:
; ": 2, PROVIDE HANDRAILS ON OPEN 51DES OF ALL STAIRS AND STEPS HAVING L
i',v,' "•'', ria,•,'r'' ,'•;'•'•,'„•'" 6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF
`;ALL !CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.C. WHICH EVER 15 LE55. 4, PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30'
ROOF SNOW LOAD 25 PSF: i.
IN :THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR NIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED
EiEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. WIND LOAD 130 MPH E-
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND
! THE!CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF V-0" O.C. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR
CONbITIONS AND,DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES= PC
!WORK. Q Q
k{1, •` ,18 'THE,CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE 50LID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES= SQUARE FOOTAGES: o
CONCENTRATED LOADS AS REQUIRED. I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS0. ONE IN EACH SLEEPING ROOM,
: �
{,'�, „i, ;• RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, F
1tI iy' HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
I. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND Q
rf1, q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. EXIST'G. FIRST FLOOR : 1,070 S.F.
q.1., .''ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING
9;'.•'' THE '.DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL ' NEW FIRST FLOOR 340 S.F. T 1 0�0
r'I,,i.': MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. ,
`J
10, PROVIDE GALVANIZED METAL CONNECTORS NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N Q
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. � TOTAL FIRST FLOOR 1,263 5 T.
I1 ! ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL «
Iir{�'•;, i .', ,. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE �" GEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS � O �
ALL'
' GONSTRUGTIAND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15,ON SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL u ^/ �
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. w
OTHERWISE, ALL,CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS O v
FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
"SHOWN UNLE55 NOTED OTHERWISE.
'i'i,Ii,i' r' 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 (Y
r II.' THE'ARCHITEGT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS, NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE 8602.3 I OF 4• PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
C ) BACKGROUND N015E 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. S. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ZONING CLASSIFICATION:
BASEMENTS.
CONCRETE MASONRY STONE OR GROUND SHALL BE APPROVED TREATED THIRTY
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE � �
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL, 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONE - R-SO
OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE AGO AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; W
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
GENERAL EXCAVATION * BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH U50 FELT OVER 60 MIN. GRADE 'D' BUILDING
i ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A % HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT I6" O.G. WITH
' I', -EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL 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 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. �7,Ir"1"/�,
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 HEATING NOTES= rT1
CAPACITY OF TWO TONS PER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF 0. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER W
THE, CONTRACTOR TO VERIFY THE ACTUAL 501L 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
TYPICAL EXTERIOR WALL CONSTRUCTION I^J
' NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16. AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ^
0. 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 O u
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/5" EXTERIOR SHEATHING SYSTEM OVER 2x6 COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF r
APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING 7- /i%
AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT I6" 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 GOATS.
LIST OF DRAWINGS F-+
! RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS.
b. EXTERIOR WALLS- NOTCHING AND BORING, SPECIAL
ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
I
'SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING
I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS 1^I
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 GHEGK REPORT OF THESE DRAWINGS. p4
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. SHEET A 1 1 GENERAL NOTES Q
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE
B. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE
II, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES:
R y,' REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/87 TO THE SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS 1
�u1
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SHEET A2 FOUNDATION PLAN
{•',,
B. O BACKFILL SHALL SE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST
N I. SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL -V
',WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. I
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 SHEET A3 FIRST FLOOR PLAN
III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM GROSS SECTION TEST OF ASTM E Iggb AND OF ASTM E 1886 AND 8301,2.1.2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE
THE 2020 RESIDENTIAL CODE OF NEW NEW YORK STATE PROFESSIONAL ENGINEER.YORK STATE UNLESS NOTED OTHERWISE ��
�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
{, ',, ",;. •,, OTHERWISE. BY EXCEPTION TO 8301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF SHEET A4 SECOND FLOOR PLAN
'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 'RE504ECK" DOCUMENTS MEET O
MINIMUM OF 3'-O" BELOW FINISHED GRADE.
' •;' 'i;�, THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
:••:'t• .;q e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING
TREES AND PLANTINGS AS REQUIRED2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF 8308 OF NEW YORK STATE ENERGY CODE. SHEET A5 ELEVATIONS & SECTION
5.' REMOVE ALL SHRUBS, TRE . CONSULT BUT NOT LIMITED TO- GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
,' r: '• THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
;,; .,:_CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. H
,i;+ 1 ••' 1'+':' •iEINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE
F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. SHEET A6 CODE PAGE C
D.
RA'INAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS.
t g. FORUPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON
t GENERAL EMERGENCY ESCAPE RESCUE NOTES= GENERAL SWIMMING POOL HOT TUB SPA BARRIER NOTES=
J+';k BOTH SIDES OF THE HEADER. I I-\ r
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL W `/
+:'tk'•' " h, LINTELS SHALL NOT BE LESS THAN:
�; ;' °"1`"';<'faE,NERAL CONCRETE NOTES= ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER L
BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
I, THREE 2x10'5 FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED �+
REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. r
II, THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.)
1LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
±r ,k:'. rr;•.' ,':"',•'.'
A'MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH THE CODE REQUIRES,
i, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-B" ABOVE THE 2
;j,' '1•° :f'": '.' 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
1rttlt.bx., ' r 'PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO:
a •, 2:.' ,'CARRY ALL FOOTINGS TO A MINIMUM OF Be.? BELOW GRADE ON TO A FIRM 0. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL
; UNDISTURBED BEARING SOIL.. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS. b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET
AHC
t 3.':".THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS 1. (1)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24",
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"
i PP qT
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE
k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL, 3. y.
PLANS WITH its REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR Q� 5A'.
WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
�)
;''`i.'• TO WALL WITH Y,°m DIAMETER CARRIAGE E30LT5 AT 12" O.G. STAGGERED. TECO ALL4
4; (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. 4'
JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
c''
%"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT I5 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
M. PROVIDE GIRDER PER PLAN ON 3Y,"m DIAMETER STEEL COLUMN ON POURED p4186' pQ
OF 33" O.C., 12' FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH 8310,2 OF THE J
p''• CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. r4rE DF r1 �
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 015% 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 COMPRES51ON
STRENGTH OF 3,500 PSI Al- 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO
I 10/03/23 REVISED
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
No. Date Title
AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE
CONCRETE VOLUME, n-r-VVTS11ONJ:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. r Drawn By:
11, ' ALL CONCRETE WORK SHALT_ BE IN ACCORDANCE WITH THE LATEST AGI
318 AND ASTM C1157 REQUIREMENTS.
Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® 5/22/23
Drawing No.:
CONFORMING TO THE LATEST A5TM A-615 GRADE 60.
I3: CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER.
14, ': ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
' HORIZONTAL.
OF 6 SHEE
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ACO PLATE OVER
SILL SEAL OVER �— 2"x10" NAILER—SECURE
i'<�:!• '. TERMITE SHIELD BOLT W/ %",$>x3"LAG SCREWS
TO FOUNDATION WALL OD 16" O.G.
W/ 5/8" DIAMETER
GALVANIZED ANCHOR
BOLTS 2' q" O.C.
it TWO BOLTS AT EXISTING
EACH CORNER (TYP) SASRM�N7
a•
i
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� ! VERIFY ALLrT,
? 1 LINE OF RAMP ABOVE w
NOTE: GONDITION5
4" P.G. SLAB
,a;t� y'• � '' ,y '•��� 'I FOUNDATION WALL NOTE=
'k''I''�lt?� hf✓`� ': •'r," ';;, � 8" THICK X B'—O" HIGH
POURED CONCRETE X �'
O
FOUNDATION WALL (MIN.
3,000 P.S.I.) ON 16 X 8 UP VERIFY ALL CONDITIONS
POURED CONCRETE .�
FOOTING W/(3) u5
;a`,� t' REBAR5 ON
'' UNDISTURBED SOIL OR 8"x I6" CMU PIER ON O
COMPACTED SAND TO " "
q5% RELATIV DENSITY 8 xl6 P.C. FTG.
i'.F';tl;!.4�. I,'1�'f', `''•'x :�, '' ' 713211 I 7 -0 71_3,x211
NOTE: - u
.-XI " FLUSHrL _ GIRDER
Al"iINSULATION NOTE: — — — — - - - - -
- -
R-10 RIGIDPROVIDE O 1�
INSULATED DRAINAGE
BOARD AROUND THE
PERIMETER OF THE —! _
FOUNDATION FROM
J. FOOTING TO SILL
i, PLATE.
NOTE=
' BASEMENT SLAB NOTE: II � \
t 4" POURED CONCRETE
SLAB W/ 6 X 6 10/10 T/1
WOVEN WIRE MESH OVER EXISTING LINE OF DECK ABOVE I I V11 I 1 1
'• ' RIGID INSULATION ON F—�
UNDISTURBED SOIL OR
COMPACTED SAND TO 015% I
RELATIVE DENSITY L J
—PROVIDE 12" PREMOLDED O ^
EXPANSION JOINT
BETWEEN SLAB d B
FOUNDATION WALL.
' O
NOTE: U
DOUBLE UP FLOOR JOISTS
UNDER ALL WALLS THAT
ARE PARALLEL TO JOIST N
I OR LESS. M....� U
PROVIDE CROSS OR SOLID
BRIDGING Cm 8'-0" O.C. MAX.
KEY TO SYMBOLS:
,,,•,., - . , 5���p�D M�cy�TF
?' . EXISTING FOUNDATION TO R EI"I A I N 2
TYP. F)]N NT. — )]ATUI"I 01 -011 l i'
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FOUNDATION TO BE REI"IOVE
STgT 041861
OF NE`N
NOTE:
y'' .u'• VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
''Y'' ''' 'w'' i' ;''•'` PRIOR TO CONSTRUCTION. NOTIFY ARCI—IITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
jA
n'
FO U N DA7 I ON PLAN
';},},,i, r• •, r , I I 1010312311 2 REVISED
No. Date Title
SCALE, yqu_11-0°
i, REVISIONS:
Drawn By:
Date:
5/22/23
�'• , Drawing No.:
r`
w Q OF SHEETS
:y
.IIS+ 'll� I f• i. !
4 '
t'I
EX. EX. EX. EX. EX. O
1•,"�yF r Ir1 � L
EXISTING
KITCHEN tu
('tl' EX. F.P. = F--1 0
EXISTING pp o
LIVING ROOM 6 a/
VERIFY ALLCONDITIONS �t
�EX. ROOF O.H. � O
1
EX. CL. O INn
DN
'
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41A
EX. LAUNDRY II Q I N W
g 3°XGe II (0 —
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X
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1 121-711 m Q V' O
IL
LINE OF SECOND 1
UP LJ I� FLOOR BOVE
EX. ( I 3°XG15 I DOOR
Z 1 I !n O W
HALL DOOR � � BEDROOM I 41_011 _'
t _r to
5°XG® I 5°XG° — 36X6e
I—I I ( SLIDING x I SLIDING I �^
DOOR EX w DOOR m 5°XG° SL. DN v l
t o 51 EXI
�u 5y2u 61_iu 5y2u -61_py211
EX. EX. 3R '(IN
—CL. --- -- — GL. --- — (V —CL-
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EX. — E X G I R D E R �C,..vw E,-_R, :L. F Y ,
-N. 1
LINE OF SECOND
EXISTING COLUMN
FLOOR ABOVE
r' EXISTING I" 1
COVERED
PORCH STORAGE ' I Al
1: '�'� '•I; EX. O.H. DOOR Il I
EX. O.H. DOOR I/
HT. RAILING
•li,l., Il B r I 1
I;i s'• I wr 41_Du O
{ a•':;'
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:I LEGEND:
ARCy/T
I EXISTING WALL
Q �
PROPOSED WALL Q �r
71
WALL TO BE REMOVED
�S' 04186
OF NE��
AREA CALCULATIONS
I. .
.r
EXIST'G. FIRST FLOOR 1,070 S.F. I 10/03/23 REVISED
RST FLOOR PLAN NOTE=
NEW FIRST FLOOR 340 S.F. VERIFY ALL EXISTING CONDITIONS AND CLEARANCES No. Date Title
PRIOR TO CONSTRUCTION. NOTIFY ARCI-417OF DISCREPANCIES.
I' TOTAL FIRST FLOOR 1, 23 S.F. SCALE: /,I NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION. REVISIONS:
Drawn By:
Rl"1"
Date:
5/22/23
Drawing No.:
,lA 3
li ', r
OF SHEETS
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•`+'�''..(' 7,' I 10/03/23 REVISED
No. Date Title
REVISIONS:
Drawn By:
Date:
5/22/23
NO Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
1
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
•i
W
w Q OF SHEETS
y,
r �,• 1� 1. t I I� I
q,' 1 r , '•r.' y
r '�� �� t r i r at'' •,. I
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V.I.F.
12 `J
IFyi Vi i ' i rr t: 1 1
EXISTING
EXISTING TO REMAIN GIRDER (VERIFY) fly
EX. CHIMNEY P U
EXISTING G.J. (VERIFY)
EXISTING ��JJII
EX. EX. EX. EX. O QD
,,•+ � BEDROOM � �'+ �
I EXISTING
STORAGE I I VERIFY ALLF r l 00
CONDITIONS _1 F� `J N
ROUGH 2ND-FLR. Q a F•�••{ N
2"x10" NAILER-SECURE _ 00
W/ %2"0x3"LAG SCREWS V pa th
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GRADE
EX. EX. EX.
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t � -III �• —I ,
EXISTING SLAB (VERIFY)
ILI I Lj EX. EX. I I I —
8"x16" CMU PIER ON
+
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OUCH IST FL HT1
+_ — — w
GRADE - GRADE
SECTION
H o
+ RAMP W
i w � z
FRONT ELEVATION W FEST
+; SCALE:
i r 1
NOTE: �1
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES `� l
y y PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
t ''�' ., •;',''`c'F:' " `', ;'.A, :y
RESPONSIBLE FOR CHANGES ES MADE WITH
G OUT NOTIFICATION.
12
i„i''I' 4'.,'�1y' .', '.'f x:• .i.,l:„I EX. CHIMNEY �-1 M�•�
EXISTING
I.II f1�' h ► D
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12 EXISTING
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— ———— — ——— ———— ——A
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/ \I\ U
F/A 5 \
3° RAILING HT.
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ROUGH IST FLR.
•t
GRADE
1 10/03/2311REVISED
No. Date Title
+; REVISIONS:
�• Drawn By:
Date:
22
5/ / 3
1 ,
2
R T ELEVATION (SOUTH )
Drawing No.:
SCALEyan i, —Ou
A5
'q"• ,I r I W
-r. 6
Y. r w Q
OF SHEETS
' fir, .;;', 1..:. 1. •
1'q N"
;<
i'
I
RIDGE TENSION STRAP 16" O.G.
BY SIMPSON STRONG TIE INSTALL "51MP50N
1 1/4" X 18" 20 GAUGE WITH STRONG TIE' L5TA
(4) 8D COMMON NAILS EACH SIDE
TIES @ EA. END
OF HDR. NAILING SCHEDULE
, •� -
N MINIMUM ROOF LIVE LOADS
0 FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
p o ROOF RAFTER 0 16" O.G. HEADER AS NOTED I- WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS CIN POUNDS-FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION.)
FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
p U AREA N SOUARE TRIBUTARY LOADED
p
' p ASONOTOEDWINDOW � JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING
pp FOR ANY STRUCTURAL
MEMBER
' RAFTER FRAMING
ROOF RIDGE
ROOF SLOPE O TO 201 TO OVER o
RoFter to Top Plate (Tce-nailed) 200 600 600
Wall height 8 Ft. 3-8d?# ?$ per rafter
„I -,; Wall height q - 10 ft. 4-Bd?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
Ceiling Joist to Top Plate (Toe-noiled) C1i3) 20 16 1G E 1
Wall height 8 ft. 3-8d?# ?$ RISE 4 INCHES PER FOOT (1.3) TO LESS
9 per joist
Wall height q - 10 ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (1.1) -
1G 14 14 M U
Ceiling Joist to Parallel RoFter (Foce-noiled) Roof Span (ft.) O�
'` r �j R I DGS STRAP 12 20 28 36 RISE 12 INCHES PER FOOT (I.I) AND
GREATER 12 12 12 W
i•' :;; - N.T.S. 3.12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-Ibd 14-I6d
4112 RooF Slope @ 16' o.c. 4-I6d b-Ibd 8-I6d II-Ibd each lap
5:12 Roof Slope @ I6' o.c. 3-I6d 5-I6d 7-I6d 9-I6d each lap 7
t' 7:12 RooF Slope @ I6' o.c. 3-I6d 4-I6d 5-I6d 6-I6d �..I 3 w
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
qa2 RooF Slope @ Ib" o.c. 3-I6d 3-16d 446d 5-Ibd
Tl'P I GAL DETAIL 12,12 Rool' Slope @ I6" o.c. 3-Iba 3-I6d 3-I6d 4-16d (IN POUNDS PER SQUARE FOOT.) ,
+ �
EXTERIOR HEADERS x
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) Roof Spon (Ft.) �1
N.T.S. 12 20 2B 36 USE LIVE LOAD O O
M
1 3:12 ROOF Slope @ 16' o.c. 5-I6d 8-I6d II-I6d 14-I6d F�•1 Fy
. EXTERIOR BALCONIES
4:12 Roof Slope @ I6 o.c. 4-I6d 6-I6d 8-I6d II-I6d each tap 6o
5:12 Roof Slope @ I6' o.c. 3-I6d 5-I6d 7-Ibd 9-I6d each lap DECKS ,4O d
,• ,. 7.12 Roof Slope @ I6' o.c. 3-I6d 4-I6d 5464 6-I6d
q:12 RooF Slope @ I6" o.c. 3-I6d 3-I6d 4-I6d 5-I4d ATTICS WITHOUT STORAGE 10 Q
'„� 1242 Roof Slope @ 16" o.c. 3-I6d 3-I6d 3-Ibd 4-16d
TOP PLATE ATTICS WITH STORAGE 20
�{.•A Y 14' L. r 9'-O' O.C. ANCHOR
ROOMS OTHER THAN SLEEPING ROOMS 40
MOLTS W/ '3 so. STL WASHER. Collar Tie to Rafter (Face-nailed) b-Bd per tie F.! N O\
( J Blocking to RoFter (Toe-nailed) 2-8d each end 30
'•' I I•-0' FROM CORNERS SLEEPING ROOMS 1..1
_•,I + ' 00
AS PER TABLE 4
Rim Board to RoFter (End-nailed) 2-I6d each end I
U � N
WALL FRAMINGkn
Q
+�':�"j !'•'`i� ,y, �, INSTALL "SIMPSON STRONG-TIE' /1
!'�i,,,�:',;,.1 'I +' ',"' .,•, M-'2.D CLIPS• 16. O.C. W/5-ed NAILS Top Plate to Top Plate (Face-nailed) 2-I6d?l per Foot
M
Top Plates at Intersections (Fxe-nailed) 4-I6d joints - each side TABLE R301.2(1)
Stud to Stud (Foca-noiled) 2-I6d 24' o.c.
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
IY II' SIMPSON STRONG TIE MT612 Header to Header (Face-nailed) I6d 16' o.c. along edges
i f� (•''` r I' WIND DESIGN
i',Ai .; .,:•;, .°' I I/4" X 16 GAUGE STRAP W/ GROUND SEISMIC SUBJECT TO DAMAGE FROM
nt':'d•°'';',°la : 4 8d COMMON NAILS S 8d p ( ) per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND�PD=IS
D-BORNE DESIGN
To or Bottom Plate to Stud End-nailed 2-I6d LOAD
MPH CATEGORY FROSTLtNE
( ) EFFECTS REGION ZONE WEATHERING DEPTH TERMITES DECAY
l- I I• " " COMMON NAILS IN GARAGE INTO 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO
�,,I%`.j,. -�, �., it, �,• 'I THE ROOF RAFTER (4) Sd 3-I6d per 2x6 stud
COMMON NAILS ((5) 8d COMMON 4-I6d per 2xB stud
NAILS IN GARAGE) INTO THE WALL MPH TO HEAVY MODERATE
STUD.
Bottom Plate or Floor joist, Bandjoist,
Endjoist or Blocking (Face-noiled) 2-16d ?I ?@ per Foot
s�tyl o.�''�1i ''+' �' ,,. i,! ' .. •: ..''
FLOOR FRAMING �T1
., r Sill, To Plate or Girder
till�rz 1,• 1 Joist to 1 p (Toe-noiled) 4-ed per joist
1 -
-, "—r512Bridging to Joist (Toe-nailed)
•
8d
2 e h
.,� A
g ga end
�T L
D
to Joist Toe-nailed
N.T.S. '^,: Blocking ( ) 2-8d each end
` Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block ` O
�p GLAZING PROTECTION FROI"'I WIND-BORNE DEBRIS
Ledger StriptoBeam (Face
noiledled) 3-I6d each joi
Joist on Ledger to Bean 3-Bd per joist
WALL-TO-FND. CONNECTIONS Bond Joist to Joist (End-nailed) 3-I6d per joist o
NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF rT,
Bond Joist to Sill or Top Plate (Toe-nailed) 2-16d?! per Foot °.jam' AND A MAXIMUM SPAN OF 8'-O" FOR EVERY WINDOW. PANELS
`'t`r'1;','•";' +'�-' "'� ' SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
•1, 3'�,:1''• 'i', ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
8d 0 EDGE/ 6" FIELD
Structural Panels
INSTALL "SIMPSON STRONG-TIE" Diagonal Board Sheathing
' •o MSTABG STRAPS P 16" O.G. I"x6' or I"x8' 2-5d each end FASTENER TYPE FASTENER SPACING
SECURE WITH 26- IOd NAILS I"x10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
4'' a
" CEILING SHEATHING S 4'-0"
2&" 46 WD. SCREWS 16" 12"
° Gypsum Wallboard 5d coolers 7' edge / 10" field
.o WALL SHEATHING 2Yz s>:B "D. SCREWS 16" 16" 12" W
%',• ���--11 'a Structural Panels see S rens i Wan
Sheathing Pressure e Nailing
COMPONENT AND CLADDING PRESSURE ZONES Fiberboard Panels zones this page.)
NUF IBERS INDIA
NAILING ZONES 7/16' 8d 3" edge / 6" Field
25/32" 8d 3" edge / 6" field
' I FASTENERS AS NOTED
Gypsum Wallboard 5d cooler 7' edge / 10" field IN SCHEDULE ABOVE
ROOF SHEATHING NAILING SCHEDULE Hordboard 8d (see Simplified Wall
Particleboard Panels Sd Sheathing Pressure a Nailing
Zones this page.)
Diagonal Board Sheathing GLASS PLYWOOD AS NOTED Vr t
2"X4' BRACE • LARGER SPANS
l (�/ 1"x6' or INN" 2-5d per support
z ZONE I ZONE 2 ZONE 3 ZONE 4 I"xl0" or wider 3-5d per support
4 Q
FIELD FLOOR SHEATHING
_J LJ- 8" O.G. 12 O.C. 311 O.G. 4" O.C.
Structural Panels WINDOW
SILL
EDGE I" or less 8d 6" edge / 12" Field O .�
a ' •'.,' ° 4 O.G. 6 O.G. 3" O.C. 3" O.C. greater than I" IOd b" edge / b' field
Diagonal Board Sheathing
'" ALL Yz" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I"xb' or 1"x8" 2-Bd per support
o WITH 8d COMMON NAILS- 2Y2" x 10'/4" GA, - PATTERN AS INTO' or wider 3-8d r r
INDICATED ABOVE. support PLYWOOD STORM PANEL O
•
U.
SHUTTER" DETAIL
�. ?I Nailing regyirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin „•r•.• �{
,i,l• _ " is nailed 3" on-center at the panel edge to obtain higher sheor capacities, nailing recipirments for
structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to r l
i' maintain the load path.
Q FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS �•
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL ?@ When wall sheat Ing is continuous over connected members, the tabulated number of nails shall be
• , permitted to be reduced to 1-16d nail per foot.
MEMBERS'• - TABLE R-602.3 (1) OF THE RESIDENTIAL \`
1"IS-lrA3�o D�TAI L CODE OF NEW YORK STATE. U
P•i ''-;`; N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS I9g5 SBC HIGH WIND EDITION SECTION "
I' BRED ARch'/
INSTALL SIMPSON STRONG-TIE' SIF"IPLI FI ED WALL SHEATHING (v p M'Mq T�C�
H-6 TIES 16" PRESSURE t NAILING Q \
O.G. W/8-8d NAILS ZONES 4 i p
i t
_
HG ° INSTALL "SIMPSON STRONG-TIE"
LTP4 ANCHORS @ 16' O.C. W/ ,mac
t' •e1 i . .; 12- 8d NAILS ST 041861 Q�
11.tf j�{ i i +'. 4r+•' 'r'�,,''�, i 10 O OF NEv`
!'.l'i V,`M,x'1,Ii , ti;i', 1•'�',,�.' i I s' V.T.R.
f,+d.�,•S +' '�rh .,.,:�''`, l /8"aD x 12' L. x 3'-0" O.G. ANCHOR 5O I ROOF I
BOLTS W/ 2"x2" SO. STL WASHER.
-01. I 6 ,
O a I
FROM CORNERS) O I I
IWJ.A'iA4'.`'+ 1„ , +, LTP4 BP AS PER TABLE 3.2A At 5.2B y, I L—
i q1 i t
til ^JF. I4 ,•,•,
TPA
I
LAV
{l � IST FL.
.5.
WALL SN
,,;.,,.+'" •',, , . EATS-ZING NAILING SGa-IEDULE
I 10/03/23 REVISED
BASEMENT
No. Date Title
ZONE 5 ZONE Q. C.O. CONNECT TO EX.
REVISIONS:
" SANITARY SYSTEM
t, FIELD 4' x.H.C.I.
411 O.C. 81' O.C. Drawn By:
rS4 I` LR. —TO— FND. CONNECTIONS RI"II"I
EDGE Date:
a / N.T.S. 3" O.G. 4" O.G.
(Q PLU I"IB I NCS RISER D I AC-FRAi"f 5/22/23
' ALL yz" EXT• PLYWOOD WALL SHEATHING TO BE SECURED
WITH 6d COMMON NAILS- 2" x IIY2" GA, - PATTERN AS NOT TO SCALE Drawing No.:
INDICATED ABOVE.
NOTE: PROVIDE CONTINUOUS LOAD PATH
FROI"I RIDGE TO FOU N DATION.
r;� A6
w Q OF 6 SHEETS