HomeMy WebLinkAbout44612-Z ho��,ue Sol&/ Town of Southold
* * P.O. Box 1179
53095 Main Rd
Ulm ko Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46016 Date: 03/05/2025
THIS CERTIFIES that the building ALTERATION
Location of Property: 1385 Jasmine Ln Southold, NY 11971
SecBlock/Lot: 69.-3-24.7
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/14/2020
Pursuant to which Building Permit No. 44612 and dated: 01/22/2020
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Alterations to existing Single-Family Dwelling as applied for.
i
The certificate is issued to: Mark Zablotny,, Kerri Zablotny
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
Au o ' Signature
�aofso�jyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
"V' SOUTHOLD, NY
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44612 Date: 01/22/2020
Permission is hereby granted to: Renewal Date: 02/20/2025
Mark D Zablotny
1385 Jasmine Ln
Southold, NY 11971
To:
construct interior alterations to existing single-family dwelling as applied for.
Premises Located at:
1385 Jasmine Ln, Southold, NY 11971
SCTM#69.-3-24.7
Pursuant to application dated 01/14/2020 and approved by the Building Inspector.
To expire on 02/20/2027.
Contractors:
Fees:
Renewal Fee $250.00
Total $250.00
Building Inspector
�o�guFFot,��o TOWN OF SOUTHOLD
�y 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#: 44612 Date: 1/22/2020
Permission is hereby granted to:
Zablotny, Mark & Kerri
1385 Jasmine Ln
Southold, NY 11971
To: construct interior alterations to existing single-family dwelling,as applied for.
At premises located at:
1385 Jasmine Ln, Southold
SCTM # 473889
Sec/Block/Lot# 69.-3-24.7
Pursuant to application dated 1/14/2020 and approved by the Building Inspector.
To expire on 7/23/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
Total: $250.00
B u i I M g nspector
(Q OE SOUTyO� - ---- - -- -
1 TOWN OF. S.OUTHOLD BUILDING DEPT.
cvorm��''a� 631-765-1802
INSPECTION
] . FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING �7
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION`
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
.REMARKS:
. O/Z- 1poa
DATE J- 3 -02 INSPECTOR
SELLER INITIALS:
4 ~
A.. RCHITECT
MARK SCHWARTZ &ASSOCIATES ILL,nd• P011'". tt:i:i•
3 1,1185 1 << <<..tttk architcct.inm
February 14,2025
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Zablotny Property
1385 Jasnune Lane
Southold,NY
To whom it may concern,
We had completed plans(Permit#44612)for the design of a beam between the existing.Living Room
and Duung Room back in January 2022. The Owners(see attached letter)and the builder have .
confirmed the installation of the multiple 71/4"x 1 3/a' microlam beam with two-3/8" x 7'steel plates.
I hereby certify,to the best of my knowledge, the beam has been installed as per plans and meets or
exceeds NYS code requirements.
Please review and contact this office with any questions you may have.
Sincerely,
NS
FEB 2 0 2025
Mark Schwartz Building Department
Town of Southold
tv
AIA
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Zablotny Property
1385 Jasmine Lane
Southold,NY
To whom it may concern,
We had completed plans(Permit#44612)for the design of a beam between the existing.Living Room
and Dining Roont back ill January 2022. The Owners(see attached letter)and the builder have
confirmed the installation of the multiple 71/a"x 13/a`micro
lam beam with two-3/8"x 7'steel plates.
I hereby certify,to the best of my knowledge,the beam has been installed as per plans and meets or
exceeds NYS code requirements.
Please review and contact this office with any questions you may have.
Sincerely,
s°kJ
V
Mark Schwartz
-71A
SELLER INITIALS:
—� MARK SCHWARTZ&ASSOCIATES � 28495\lain Road•110 Box 933•C ucc_hos;uc \Y 11933
�i 691.31.4185 f u���s.mi_archrtc ct.rom
February 14,2025
FIELD INSPECTION REPORT -DATE COMMENTS
t
FOUNDATION (IST)
---------------------------------
FOUNDATION (2ND).
ROUGH FRAMING& H
PLUMBING •
LIN ..y
r
INSULATION PER N.Y. rK y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
2 -2 a ,.Z,S' a -�1��_ c 6 38
Z 2 O-
0
z
rn
' (V 0
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.n
d' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DMARTMENT Do you have or need the following,before applying?
TOWN glkl]L Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20_n Single&Separate
Truss Identification Form
Storm-Water Assessment Form
C� Contact:
Approved O 20 � Mail to: e 'r Z--
Disapproved a/c
Phone: 1
Expiration---�f 3 20
Build' I or
.APPLICATION FOR BUILDING PERMIT
" J AN 1 4 2020
Date , 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agen , architect ngineer, general contractor, electrician,plumber or builder
Name of owner of premises �- Z48
(As on the tax toll or Pest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which pro ose work will be done:
'13����U1 Lr- [,A-NJ �, ���
House Number Street Hamlet
County Tax Map'No. 1000 Section Block 03 Lot C: ,
i
$ Subdivision Filed Map No. Lot
P
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy S 1 IQ C �'C S'
b. Intended use and occupancy IL
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed gccul p�ncycify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
u eL)cxf
9. Size of lot: Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO�
13.Will lot be re-graded?YES NOZWill excess fill be removed from premises?YES NO
14.Names of Owner of premises /sl_ P Address Phone No. 67 515 6,4 09
Name of Architect Address Phone No 3
Name of Contractor (, Address Phone Z. o
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY E QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_ ;4E
*IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? *.YES NO�
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF 0 ''
Z� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing co trac above named,
(S)He is the
(C ntract r, gent,C rporate 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 knowledge and belief and that the work will be
performed in the manner set forth in the application filed therewith.
Sword to before me this
-day of a ftLAa
Y 20 d1b
CONNIE D. INCH
NotaryPublic
Notary Public,State of New Y Signature of Applicant
No.01BU6185050
Qualified in Suffolk County 11�
commission Expires April 14,2 0�v
' The locations of wells and cesspools SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
shown hereon are from field observations FOR APPROVAL OF CONSTRUCTION ONLY
3j n and or from data obtained from others.
93 SO 25
DATE_ i-►S. REF. N0.
6.,50.00,
L=21.98 s ✓� as _
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011IC0 of Water and Was
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�. of o� Y OF
sT s: LOT 7
,,,
OF SOUnVW VLLA.% SECTION TWO..
FLED AM 4,W3 FILENO.A-434
' A T SOUTHOLD
.,. o0'
25 2 TOWN OF SOU THOLD
SUF O 69 -OUNT N. Y
Scale: 1"- 40'
zQr o`�' v Mar: 15, 1993
t� Oct 21, 1993 (foundation)
May 11, 1994 (Final)
ti
\_ .as Steen/c �h gED�Np
AREA .= 23,47'5 sq. ft. `,�`�`�o�NT
N. TSo43/ rr,Ant �.
O w Sit O, 0
cn ,
N/O/F eO 00• _ o
F/Q The water supply and sewage disposal N.Y.S. LIC. No. 4961 a
L B(� systems for this residence wlll conform Prepared in accordance,with the minimum
standards for title surveys as established fo 'the standards of The Suffolk County PECONIC S RVEYORS, P.C.
CO by the L.I.A.L.S. and approved and adoplea Department of Health Services. f516/ 765 - 5020
O AN ASSUMED DATUM RP�p for such use by The New York State Land P. 0. BOX 909
Title Association. MAIN ROAD
SOUTHOLD, N.Y. 11971
r DDT
IN.
AD AS NOTED o
DATB.P:#
FEE: BY: a
NOTIFY BUILDING DEPARTMENT AT d
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
DINING ROOM 4. FINAL - CONSTRUCTION MUST a
BE COMPLETE FOR C.O. W
ALL CONSTRUCTION SHALL MEET THE o a w
REQUIREMENTS OF THE CODES OF NEW x W z
YORK STATE. NOT RESPONSIBLE FOR A
DESIGN OR CONSTRUCTION ERRORS. o x
(3)1-3/4X7-1/4 MLw/(2)3/8"STEEL FLUSH BEAM COMPLY WITH ALL CODES OF N 00
M 0
(ALTERNATIVE-(2)7,-t/4MLw/3/4"STEEL) _ _ NEW YORK STATE & TOWN CODES
REMOVE EXISTING WALL TO BE REMOVED AS REQUIRED AND CONDITIONS OF
-------- 13'-3"
___ BOARD -
TEES
m ass
LIVING ROOM ;
P� v
V
-------- OCCUPANCY OR
USE IS UNLAWFUL u F
WITHOUT CERTIFICATE o
d
OF OCCUPANCY - iLH
PARTIAL 1ST. FLOOR PLAN
SCALE: 1/4" = V-0"
ELECTRICAL, S
INSPECTION E I®Ytl REQUIRED DRAWN:hII[/MS
33 d� $CALF• -.
JOB
ETRUM
��•w 1� 'p� SHEET NUMBER
A-1
i
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS J'
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT& GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
n
KING STUDS
ENDWALL RATTER
WALL STUD
CRIPPLE STUD BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
9 LL 0EWA DOUBLE JOIST •-'
O
RAFTER E y
JACK STUDS J
FLOOR USP NUMBER DESCRIPTION APPLICATION ]1
1ST AD55 HOED DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION VI/ANCHER BOLTS BA1N/SPA TUBS TO HAVE A DOUBLE BOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION OC ATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPUCATION 9JPPoRT EACH WALL RUNNING PA ISTS WITHNDE THE FLOOR
HOLD DOWN BOTH BOT.PUTS OF 2N0 FLOOR AND TOP J015T DIRECTION WITH(2)JOISTS.UNDER WALL
2ND. ADSS ANCHOR PLATES OF 1ST.RAOR.CONNECT THROUGH AIL OPENINGS LSTA12 1-I/4"x11"20go.STRAP APPLY TO EACH JACK SAID ROOF LSTA24 1-1/4"x24'20ga.STRAP PPLY OVER RIDGE TO EACH RAFIE 2x8-2x8 L526 IBgn.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS PROVIDE
E FLOORS M EACH OTHER W/THREADED ROD. U.OPENINGS TITO OR RT7 TYDOWN ANCHOR PLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER PLY TO EACH RAFTER/LEMER BLOCKING 02rOC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED
METAL STRAP ' \ BY CONTRACTOR
CRICKET AT TOP-SIDE OF
NMNEY VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS *.F
• MOD JOIST
• • 9DEWALL BASHING
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAFFING TO BE ATTACHED•TO WALL STUDS OWOC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL--MAINTAIN GAP ATRC SHALL BE PROMDED WIT !.�
AND ALL WINMW/DQOR OPENING JACK STUDS FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATIN
R JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THEGUTTER
lHE SPACE VENTILATED. ALL WOOD GIRDERINSTALL 4.0"O.C. �: SHALL BE COVERED WITH COR O
4"-W LSTA26 -1 444"2 SHALL E METAL MESH WITH ONTIN.SCREENED VENT/ Oga.STRAP AND JACK STUDS .SOFFIT/E%T.PLWATODALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF/INCH IN DIMEN .
INSTALL 4.0"O.C. FLASHING TO FORM CHANNEL LOCATION SP NUMBER DESCRIPTION ARpUCATION
8"-id" LSTA30 1-1/1"x30"IBgn.STRAP AND JACK STU05 GARD SO AS TO MAINTAIN AIR TO PREVENT CAPIIUAFY ONNECT TO ����� I0H�-.II a IWI-��
ON ALL OPENINGS ACTION 4"-6"RAFTER RT10 0-3/4"z 18go.TYMWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND b+4 Z
INSTALL 4'O"O.C. ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS
14"-16" lSTA36 1-1 4"x36"1 -12"RAFTER RTZO f-1 8"z 2 ONNECT TO
/ ag..STRAP AND JACK SUDS / Oge.TYRO ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
N ALL OPENINGS KEEP ROOFING NAILS OUT a
2ND.FLOOR WALL I OF FLASHING y 0
ROOFING LAPS BASE C�; a �
LMSING 4INCHES Ln
00
BASE MSHING WRAPS CORNERS, RAFTER � � RIDGE CAP OF SAME � .M-•O
' EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE -
cIRDER/HEADFR
SIDE WALL iL151/LAIC
1ST.FLOOR WALL STAFFING TO BE ATTACHED PE WALL ANDS 048"OG WOOD JOIST
AND ALL WINDOW/ODOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES SI EDGE S, WALL SAID
OOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SO RAPIERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4.0"O.C. PREVENT CAPILLARY ACTION
8" LSTA36 1-1/4"z36"18p.STRAP AND JACK STUDS LOCATION JSP NUMBER DESCRIPTION APPUCATION PRE-MANUFACTURED N o N ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A RUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE d M
RAFTER/PLA RT15 TT10WN ANCHOR OVER RIME ib THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.G. RAFTER TO PIAIE AIR PASSAGE IF ABLE,SET FIR JOISTS AFRO%.1 2 HIGHER THAN EVIL HEADERS
8"-16" YSTA48 1-1/4"x48"Vega STRAP AND JACK STUDS CONFORM TO SLOPE
/
N ALL OPENINGS PLATE/WALL SPTH,I TUD PLATE ANCHOR[,CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS r��• Q
ATES 7D EACH STUD
m
DEL SILL PLATE yy •�
TERMITE SHIE
ASSET I SUBROOR C m
SILL GASKET • ...yyy
WOOD MISTS ? L
CONIC.SLAB NEOPRENE
TYP.CONIC.FOUNDATION A, • CASKET 2x6/2x8 CONTINUOUS WOOD PLATE E.1
DAMPPRMF EXTERIOR 6 MIL POLY
6MIL POLY ON EXTERIOR r GRANULAR FILL
BOLTED TO STEEL BEAM WITH N
}•p 1/2"DIA BOLTS O 48"o...STAG.
STEEL COLUMN c�3
•� -� I • •�•• •• \' • ROOF JACK •�
• '� "� �• J' }}\� STEEL BEAM
CONC.SLAB O•
e• A, }•p•• v ANCHOR BOLT EMBEDMENT:
COMPACT FILL POURED CONCRETE:T 4"x 1/4"x 8"STEEL
"�• V I • 0 • • BLOCK WALL 18" ROOFING LAPS TOP AND BOTTOM PLATE
A �b C CONC.FTG. •-• • ' FLASHING AT WITH f 2 p KEYWAY FOOTING • /"x B"ANCHOR BOLT E1&-4
I•• "0 0"O SIDES AND TOP
USE WITH 3x3 SQUARE WASHERS
• ANCHOR BOLT CONNECTION 1/2"GROUT
(USP LBP558 OR BP583)
REINFORCING BAR T STEEL COLUMN
DRAIN TILE • V • ANCHOR BOLT CONNECTION OUNDATION "MAXIMUM SPACING
DIA.ANCHOR BOLT
F1A911NG LAPS (10 KIPS) ^
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM "`��� U
PFOUNDATION) I STORY 72"OC y
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Lpl
TYPICAL CONIC.FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC C
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24x24%12"CONC.FIG. STEEL/BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES
ROOF JACKS h VENM DETAIL
AB S CON C.SLAB
/
CONfixG IYMJ I DOOR FRAME
COMPACT FILL GARAGEDOOR
J015T
usE 2%8 sTCEL a
FOR BLOCKOUT
P.T.PLATE 4"SLAB
•/• W/6%6 N11M \1 SLOPE / � V���
• T2EN RAN/E •� <E • 4bRIYEWAY NOTCH JOIST AND ADJUST HEIGHT ! .G
A ES
OR HIG
HTH
5P 1 a.•ti_ (WITH A NAILING PLATE IF NEEDED)
•a ^ '•••V•••"•• .�•Jy BEAMS F MOD �"�.• �•-•- • STEEL BEAM0TO ALLOW FOR SFIRINN E
• • (PROVIDE STRAPPING TO KEEP MISTS ALIGNED)
12" -� iLY•`A" TIM W.W.M. • Y a'•�C a••� • ••0 ••-�• _ +A. _
-NOTCH
BEAM i0fl MUD9LL IF REQUIRED--MAXIMUM -C 0• •• ��SIIBR_ Q"•• !
O DNFORCINC BAR NOTCH EQUALS 1/4 DEPTH OF BEAM •
•O •• REINFORCING BAR Ii 1ST
L_
_
DRAIN TILE 12 _ SLEET METAL/308 FELT UNDER BEAM AT POINT • 0}' �1•• TER
OF CONTACT WITH CONCRETE OR CONIC.BLOCK 1 M) DRAWN:Mii/MS
J" PLATE( y
TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)p4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIM S TO LEVEL BEAM yx '•11/��� a % SCALE: •
REINFORCE FOOTING WITH(2)®4 REINFORCING BARS wwwaaa -•CL 'A ,JOBN:
3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLMKOUT R
�D t //132020
BEAM POCKET - .j •.. �.%" SHEETNUMBM—
A-2
(
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a-- PLAN CONTENTS:
l 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING.USE REnDFMUL DwELUNe
When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QTY. SPACING
CONSTRUCTION NOTES: in each and of the collar tie need not exceed the tabulated number of Bd nails to the stop. RAFTERTO 8'WALU 3-Sd COMMON EACH BUILDING HEIGHT (SEE NANS)
f TOP PLATE 10'WALL•4-8d COMMONRAFTER TOE-NAIL
` 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (sar novas)
intent and framing details.They are intended as a construction aid,not a substitute lateral framing and shear wall connections for after,ceiling or truss to top plate shall be to CEILING JOIST 8'WALL•3.8d COMMON EACH To
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL.4-Sd COMMON JOIST
State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Z
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 O
2),The General Contractor is responsible for ensuring that all work and constructione . tc 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 E.(
meets anent federal state,county and tool codes,ordinances and regulations.a etc Wail studs above and studs below a floor level shall o notched with with connectionsds below.
.in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered as part of the spedficatiom for this building and -accnrdancewith table 3.36.When wall studs above de not fall in line with saris below,the
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors to BLOCKING EACH TOE ATTICS w/STORAGE 20
' accordance with table 3.3. TO RAFTER 2-8d COMMONEND NAIL DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) PER NYS 301.E W
3).Dimensions shall take precedent over soled drawings. RIM BOARD TO RAFTER 2-16d COMMON EACH END (END NAIL LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING 40 a
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: )
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for constri lion supervision and assumes no mnnedors.Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slabnn-grade,15 inches in masonry block foundations,or lapped under GAURDRAILS ANY DIRECTION 200
construction means.methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING rymcNEnwsiuT.c)
pmosotiom and programs in connection with the work There are no warranties for a bottom plate.3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CA AGORY
specific use expressed or Implied in the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6.12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE-&GENERAL NOTE PAGE
INTERSECTIONS 4.16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). d The General Contractor is to ensure that masonry or pmfabaed fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-16d COMMONO.0 NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6'o.c.at the panel edger and 12"o.c in the field,and . FIRE PROTECTION Ste" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RC.
7).The General Contractor is to consult with the owner foi all built-in items 12 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c at panel HEADER TO 16"O.G FACE CARBON MOMIXIDE ALARMS TO COMPLY WITH R315 IRC.
SYP P 16d COMMON SMOKE&CO2 DETECTO
such as bookcases,shelving,pantry,closets.Mms,etc edges and 10'race in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
In table 3.15a.b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK E CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS- BOTTOM PLATE TO:
FOUNDATION NOTES: Type It exterior shearivalls shall meet the requirements of table 3.15ab times the appinpriate PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
FLOOR JOIST,BAND JOIST, 2-16d COMMO
length adjustment factors in table 3.76. FOOT SEE NOTE:1,2 W W Q
I).The General Contractor and Mason to review plans,elevations,derails and notes to END JOIST OR BLOCKING GROUNDWIND SEISMIC FROST WINTER ICESHIE'lD
dete tneintmdedheightsoffiniOwdfloor(s)abmetypical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS In
Q
Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
FLOOD Z
2).All footings to rest on undisturbed(virgin)soft. NAIL NAIL I�
interior 4. a d 2.2.alls are sued.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERATE SLIGHT TO O
3).Provide 1W"expansion joint material between concrete slabs and abutting 2.4.42 and 2.2,4 respectively. 20 PIT 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - x
B JOIST TO: 4-ed COMMO PER TOE
concrete or masonrywalls oceurin in exterior or unheated Interior areas.
g 8).CONNECTIONS AROUND EXTERIOR WALL edwithupOPENINGS: SILL TOPPIATEORGIRDER Jolsr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: A
Header and/or girder connections shall be attached with uplift connections to accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE V)O
4).Any new concrete walls being attached to existing concrete structure shall 2-Bd COMMONSHEATHING LOCATION NOTES
with table 35.Window sill plates shall be have sleet connectors in accordance with table TO JOIST END NAIL
be installed with XS re-bar,18'long at 12'race.Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
I-a
5).Unless otherwise noted,all slabs on grade to be 3000 P.M..Concrete to be TO JOIST BLOCKING 2-8d COMMONEACH TOE ;" Fr-r
END NAIL 4'PERIMETER EDGE ZONE gel COMMON p 6'O. 8d COMMON 0 6'O.C. SEE NOTES:1.3 rn
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 00
to be minimum 3.12 inch thick.All fill to be compacted to 95%relative density with Where a ridge iz to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-Ibd COMMO EACH TO INTERIOR ZONE gel COMMON®6'O. 8d COMMON 0 iT O.C. SEE NOTES:l(BOTH FIELDS) en O
anchored on to of the beam or slope connectors shall be attached to each after-to-rid a It
OR TOP PLATE BLOCK ALL NOTE:2 FOR PANEL FIELD N
6'maximum lifts(layers). P P 8 '�V)
along the open ailing part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON p 4'O. But COMMON O 4'O.C. SEE NOTES:1.3
6).Cowl spaces to be provided with a minimum 18'x24"access opening.Install one attached with the above requirements. TO BEAM 3.16d COMMONJOIST NAIL
SA6 an Iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMo PER TOE
7).Dampproef exterior of foundation with bituminous mating asrequired by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be®1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to baddilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL
I).For roof sheathing within 4 feet of the perimeter edge of the roof.Inducting 4 feet on each side of the roof peak
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attam dhents required shall be used
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 12'dia x 7'long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c
1).All framing tedhniques and methods as prescriptive design of current SBC High Wind NAIL NAIL N" o
3).Posts supporting girders shall be anchored to a 12"x12k12'thick concrete footing. JOINT DESCRIPTION c
Edition Wood Framing Construction Manual. QTY. SPACING 3.Tabulated 41nch o.c nails spacing assumes sheathing to rater/truss framing members with G>0.49.For
Use a minimum 12'dia x 8'long candor bolt with washers and nuts.Footings Shall be 3 t. ) Pa g g 8 (�
2.Unless otherwise noted,all framingand structural wood material to be 82+BTR below grade.Porches with covered roofs shall have 12'dia.concrete piers for the girders. STRUCTURAL PANEL Sd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c c rss P- 2
2)Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: °'S? 2 as
4).Deck joists to have blocking at S'0 o.c. O•+ '
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Is. a3
SHEATHING LOCATION NOTES w de
3).Floors,vralls,ceilings and rafters ro be sPa¢d at 16 Inches rack.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 'a kEs 5).A minimum of 70 Inch flashing shall be Installed between the budding and ledges NAIL NAIL - rs
otherwise. JOINT DESCRIPTION .
Ledger e e fastened to building with 12'dia.bolts with washers and nuts QTY. SPACING SEE NOTES-1,3(BOTH FIELDS) sti m s'
4'EDGE ZONE 8d COMMON(�6'O. 8d COMMON®12'O.C. y
4).Unless otherwise noted,all bearingwad headers to be 2 2x10&2+BTR.Doug. ZZ
'"'here needed GYPSUM 7"O.C.EDGE NOTE:2 FOR PANEL FIELD s
() g Sd COOLERS -
Bearing wall headers to have(2)jade studs and(2)full length studs on each side of all WALLBOARD 10'O.0.FIELD INTERIOR 20NE Ad COMMON p 6"O. Sd COMMON 812"O.C. SEE NOTE:3 £
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).`°"°eta Fars shall be a""ntmnm 6"above gala- WALL SHEATHING• N O
a n
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist-shall also be anchored NOTES
openings between 4T and GO and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL 3
and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 w
5).All Bush beams headers to be installed with heavy duty galvinized hangers and S PANELS 8d COMMO WPGh1 SBC be For wall sheathing within 4 feet of comers,the 4 toot edge zone attachment requirements shall
anchors where applicable to all connecting jolsts. PLUMBING NOTES beused.
7/I6'OSB 3"O.C.EDGE
6d COMMO pp
6).Double up Door joists under walls that con parallel to the floor joist and under bashful 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 Inch rack nail sparing assumes sheathing attached to stud taming members with
Floors to have ceramic file installed shall be verified for proper load opacity unless noted Construction Code. GYPSUM 7"O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD
7).Provide -1-3/4"thick microlams(height tomatch floor joists)around stairwell and/r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. U
2
°theraccessopeningsunlessotherwisenoted(typical). FLOOR SHEATHING: p o
3).If wall studs,plates or joists are at out during installation for any plumbing related work NAIL NAIL N ➢ o)
by provide adequate boding and tares to Toted and segue the structure.Verify with the JOINT DESCRIPTION I).PROVIDES/B•TYPLX SHEEiROfx FIRE STOPPING ATIa'OMA%UIUM DISTANCES FOR NON ACCESSIBLE AREAS.' _ V
8).Dormers running up roof rafters are to be supported double offers on either side P q g P P nfy QTY. SPACING z).USESIMPSON HANC,fASANDANCHOafWffH LAURTRIPEIF PROTECTNE COATWGFp0.COMACTWrIHA
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. a).INF7 LL1.<oz DETECFORIN AODMONTOWOKEAtARMSPERFLOOR PP STRUCTURALI-OIFSS PANELS 6'O.C.EDGE EGRESS OPENINGS MIN.S.O SQ GRADE FLOOR
HVAC SYSTEM NOTES gel COMMO " N
1'OR LESS 12'O.G FIELD (s.rs0.Fr-zN°.isooN
9).Provide blocking/bridging in flodrjolrts at 8'0 rack.Use solid blocking In floor joists Mw.as•nu-AFF '._:"�: (-' •. � („I
under all bearing walls. mreRalree by coach Nrs ReddWbl erade-HREaLoeprue aEQUIaEo ,,, Q
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Hrebteedas rluB le prwldMromoaav memdea can oPwaq:(mm.enlol _ �fr:� ����)�
10).Provide insulation baffles at cave vents between rafter.Install draft blockingar requirements. NOTE: anerorarm on dreolve nre baalerNwcra stoic.cad behw«naiop uay cow
THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fuelde6fnrdWl be aeNdedN^°asame m"m«ul°"'"ue rNiw.t^q ism' '1i E needed. 2.HVAC subcontractor is to full coordinate all ! v/�
_ ) y system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000A CAPACITY. hJ lnm�akil swot^Trod x'aBr dwBumu,kxLrArig nerN mam�m �`y
equipment supplier. Iavds.eeam,Iedlws:wxal Bamereamssmv alrohK roeH«>:a eslM co
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick 4-ply Fir 1).Nailing requirements are based on wall sheathing rot.Bain«btanFa"oraumel-&.Bbn rh beWlovN as Brebl«e 11
COX exterior sheathing grade plywood Plywood to cover over plates and headers. SOIL COMPACTION: rums var'I'al'^"'dsrws«sus�aa mwA
3).HVAC subcontractor to provide final system layout drawing and submit it to the General net 6'on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3'on-center at the panel edge to obtain higher 1).NEW FlLLTO BE css. OF ORGANIC MATERIAL CONTRACTOR zl.AI ao saseremmmsam Exl.rPnm�led color ma rweaw «.
12).Unless otherwise noted use 3/4'thick T&G Pft Fir or Advantech plywood subfloor TO VERIFY DuSTw0 saLCONDmONS PRIOR M NIL errs rev"qumhe coca a;Bres. r
adhered with PL400 adhesive end screwed to floor)olds.Finished Floor to be Installed shear capacities,nailing requirements for structural RFM°vEAND ADD A 1710?AL FILL As NEEDED. L4'
over dhered with
00manufactureshesiveand
screwed
ELECTRICAL NOTES: membersshall be doubled,or altemate connectors, a).m�ma+eaw.m ben em nao-smassnazlnenpam bmmmd E' - .
Pel).00WACTIONOFNMF1 SIIALLBEAT1 95%PROCFOR Imeer nand Hmmpy-h arrem NNA.ReM0n lCede.
1).All electrical to be Installed at such as shear plates,shall be used to maintain load path.
per N.Y.S.Residential Construction Code. ISENSITy(PER ASTM o a9B AND ArM D sss>).coMPArnTNE
13).All bathroom walls to have 12"thick moist-resistant sheetrock.Gange walls and SOILAT rrum m-q.coNrancroR HAvE HIL A).Aso ,i amsaww prom-il d,mxmBae aaa fi-s-s.,, ea ,
ceilings and over f imace to have 5/8'thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, 2).When wall sheathing is continuous over connected TESTED BYA PROFFEWONAEAGBNa F°RCOMPACTON, name orw gaewk o(mniburBnn.
to have regular 120sheetrock.All walls to he taped and finished. members,the tabulated number of nails shall be permitted
nithed. a}.DO Nor BAcxnLL uunu car FLooR DEcx STa coNurnoN, s).i«mennwwas Praum«r ead nreplacs,as rerun e ay-1 N.
3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot, wcwowG tueFl000.u coASPSEr. -//ir�L ..
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1 ya�'v A�`rd ,;gti•f
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detector throughout as per sector R314 ! Ta/4L _• .'a'K DRAWN:MH/MS
torch down type material over. and R315 of IRC. ,;� :f� " SCALE:
..F- JOB B:
16),All sill plates and wood in contact with concrete to be pressure treated.SLII plates to EzrwoR neERGuss coturnus ro eE HBCG 'WE. .yr�. -.nY 1113/2020
Is installed vrith a foam sill gasket and cop-Mex termite shield or approved equal. OR APPaovE°nzuA wsrw."n"raP _ SHEET NUMBER:
AND BASES.USE WfTti FUSHING CAPE TO -
C(wER O ('
Y` A-3