HomeMy WebLinkAbout44381-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 sets of Building Plans .,
TEL: (631)765-1802
FAX: 631 765-9502 Planning Board approval_
( ) .........
IN
South oldtownny.gov PERMIT NO.
`-&Pptic Form
N,Y.S.D.E.0. .....................
App—licanon
Flood Permit
...... .20 /
Lmnnined ........— "'Kngle&Separate
ication Fovin—
CS)tri-n-Water Assessment:Form—
OCT Contact:
Appioved_ 20 Mail
Disapproved a/c
Expiration
0
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS Date 20
a.This application MUST be completely filled in by typewriter cr 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 corporation)
Wailing address of applicant)
State whether applicant is 0(flut"le s-sec,agent,architect,engineer,general contractor,electrician,plumber or builder
....... .....
4 C,
Name of owner of premises
(As on he tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate office
Builders License No.
Plumbers License No.
Electricians License No,
Other Trade's License No.
1. Location of land on which propose work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section--0.1 .-",—Block-.. Lot
Subdivision Filed Map No, mmmm Lot
a. Existing use and occupancy p 1 d construction:
2. State existing use and occupancy of re,rnrses and iz ez2del Ilse and cur nc of aro po
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Worl,
t�criptzon) ... ...
4. Estimated Cost Z�-Iz 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 occupancy,specify 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 cntire new construction:Front qA- gear Depth
Height 'gab' Number of Stories
9. Size of lot:Front Rear 0Depth 7
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated Q=� _
12.Does proposed construction violate any zoning law,ordinance or regulation?YES _r
_N0
13.Will lot be re-graded?YES NO`+ till excess fill be removed from premises?YES r NC�
14.Names of Owner of aremzse <tt&. r t�Addres° C a phone No.1��^ � o
Name of Architect�� 4t�y�f{n Addres<� `���, ��Phone No_� 4^ l.�"�1
Name of Contracto � ^2�0, ' .Address 'P w; W, Phone No.9r A—f
15 a.Is this property within 100 feet ul'a tidal wetland or a freshwater wetland?"YES NO '
*IF YES,SOUTHOLD TOWN TRUS'T'EES&D.E.C. PERMITS MAY 1:3E REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO—�,-�
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan anc 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 Or,, �
being duly swo-n,deposes and says that(s)he is the applicant
(Name of individual signin ntract)above named,
(S)He is the_..____.. ........... _.... ��
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to 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.
Sworn tt Eaefore me Ll
day 201AA'C'EY
o£ L.DWYER
,Jja-aA A 2 NOTARY PUBLIC,STATE OF NEW Y
OPK
LII D W6306900
Notary PuIAKI QUALIFIED IN SUFFOLK COUNTY Sign .ire of Applic:t
COMMISSION EXPIRES JUNE 30,2!La�
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber-certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of cornpleted site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00
Date. A'C3
New Construction:..�................................
Old or Pre-existing Building: (check one)
Location of Propertyll_c\ ) .`, µ.
��
House No. Street Hamlet
Owner or Owners of Property: .�
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision �................... .....Filed Map. -...--.......,........................Lot:w...............
Permit No. Date of Permit mmm Applicant.
A...
p pp _Unde_writersApprovalP
Health Dept. Approval:_......,,,,:, ........ .........m.n...,.,.m.__
Planning Board Approval: , ,,,,,,,,,,.
........, -
Request for: Temporary ryCertifiCertificate Final
Certificate (check one)
Fee Submitted: $
i �
pP gnatrar L_
Scott A. Russell STO>RlMIWA\TIER,
SUPERVISOR AMIA INA\(GI]EMIENT
-P.O.Box 1179
SOLITHOLD TOWN HALL 'T
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHA "TER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
�.. DOIES THIS PROJECT
'I' I OId THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yc'
Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
C ": a Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
s, Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
[211,12"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
11q;, Site preparation within the one
floodplain as depicted
on FIRM Map of any watercourse.
❑ ', Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If
and a completed Check �List Form to the ,Department wrtt�yo Building Per mit Managem �w
y of the w please Two Management Control Plan
L' Application.
APPLICANT.- (Pro e y Owner, Iu�a'te ,trr6o L Agent Cont
lector,other) S.C.T.M. #: 1000 Date
District
section Block Lot�
NAME:
**** FOR BUILDING DEPARTMENT USE ONLY
Contact Information � 9 ,�
7fini mr .�..i
Previewed By: � � ���' „�°��� A
_ kt.. lo /5 J
(i
Pt wrt A(ldre-is 1 Location of Conytl uflawl ir'irI Work:
— —
� r CApproved for processing Building Permit.
Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
—
FORM " SMCP-TOS MAY 2014
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179 0
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCT'1ION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: Wl e
h
A �w.
Owner: ��� � r
'JI
-U Location of Property: m" w, CD 0AW
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): _ � '� � : "
Capacity (check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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FOR IN T,ERNAL USE UnLY
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SITE,�.._...�._PLAN, _ .-..�
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Date-
IT Date Sent
Project Name:
Projecto2 X ^
Address;
_�_ _(
------------
Suffork County Tax Map-No.:1.000-
- - - Zoning Di�ti�r.,t:_
xi .__
Request
-
r Py of Build! .Permit Applica'{jn a
use or uses should-be submitted.) d
Proposed supporting doci.imenjalion a to
initial Determination as tQ whether use is Permitted::
Initial-Determ.ination as to whether side fan is roc aired: s a n Y
. T1
„
Si" uire of Building inspector
PlanningDe
. Pwtment (P.D_) RefefraF:
PSD.-Date Received: �° _ -� Date of C .. .. .ui.ilriejjt:
orn ants:
C
Signature of Paannii7g� it Staff reviewer
Final Det6i,111111ation
Date-
Dec%sionW
RIGA $
DESIGN/BUILD
Joseph Fischetti, E. E.
PROFESSIONAL ENGINEER
1:10
❑❑ ❑❑ EIF-t E1E1
10/9/19
REAR ELEVATION FRONT ELEVATION
SCALE: 114" = 1'-0" ACCESSORY BUILDING
SCALE: 1/4 = 1 -O
22260 Main Road
Orient NY 11957
PROJECT TEAM:
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 3238022
c@rigasco.com
' Engineer
Joseph Fischetti, P.E.
P.O. Box 616, Southold NY 11971
631 7652954
RIGHT HT ELEVATION
EST EL E R 7�T I O 1 l SCALE: 114" � l'-O"
�7
SCALE: 1/4" = 1'-0" h"
Scale
OCT 1 5 2019
Al
�------ ----_��-����� -�������� ������������i ' p a o-d p d p• �d p d p• �d p d � p. p G 1
RIGAS
�� --_---- ------ - ------- SIMPSONHDU ---------------------------------------------
SIMPSONHDU ' D '
4 Y (2)2X8 I 1 HOLD DOWN HOLD DOWN •°
I; POST TO
RIDGE DESIGN/BUILD
'1 1 I II 1 Q I ' ' -
2X8 DF#2 RR(cD16"OC 12
Joseph Fischetti, P. E.
11 ; , _ 1 Q 1 , I _
'1 1 LU , p I ' ' ' _ PROFESSIONAL ENGINEER
I V 1 1 1 I
I I
---------------
-————————— —————+ -- ------------------------------------------------------------+ - ----------- --
I � , I
22 ' DI 22
i 12 2X8 DF#2 RR(a,16"OC 10/9/19
—
1
`-
II 1 1 11 1 I 1 O
,1 I
II I
,I I POO 2X8STTO SIMPSON HDU SIMPSON HDU
I� I Y '� I 1
,I I 1 1, , a , HOLD DOWN HOLD DOWN
it , RIDGE 1 1
ACCESSORY BUILDING
•r----- ----------------- - ------------------------ -- a a, -________________-______----__------_--__ ______----------____
SI-3�1 11—QII —3
ROOF-GOOF FLAN V-101/2" J II V 11.10 11 22260 Main Road
SCALE: 11411 = 11-011 22-� Orient NY 11957
FOUNDATION FLAN
- - - _ _ — _ - - _ — _ — _ - - - - - - SCALE: 1/4" = 11-0"
12 221-0 I I
(2)1-3/4X16
T ML RIDGE 3/4"CDX PLYWOOD I II I 11 I II
SHEATHING -S� 10 _� _gam PROJECT TEAM:
2X4 HANGER EVERY
OTHER JOIST
A351 A351
---
2X12 DF#2 CJ @16"OC
2-2x8 2-2x8Designer/Builder
— - - — POST TO
*CEILING JOISTS TO BE INSTALLED IN _
RIDGE
FUTURE IF STORAGE IS REQUIRED
LIFIE]
RIGAS CO
❑❑❑❑ ❑❑ ❑❑❑ 22260 main road, orient ny 11957
_ ❑❑❑ ❑❑❑ ❑❑❑ SIDING PER OWNER 631 323 8022
EIFIF]
Q w/UNDERLAYMENT
� 3/4"CDX SHEATHING -
c@rigasco.com
0� 2X8 STUD WALL(TYP)
2X8 ACQ SILL PLATE
TERMITE SHIELD
HU w � H U � Uuu _ . SILL SEAL Engineer
2X12 DF#2 CJ C@16"OC Q-
- - - — Q Q O4
0
• e e, I'------------
----- - ------------------------------------------------------------ --
d a a. e. .. e. .. a •r _
e 4"CONC.SLAB,REINFORCED 8"PC WALL ' `� O N ; Joseph Fischetti, P.E.
O OVER COMPACTED FILL � N
P.O. Box 616, Southold
N,..
Y 11971
-------------------------
I
r-----------------------. 631 76529546EC
T
ION A—A (2) 16"X8"
FTG.
2 2 SCALE: 1/4" = 11-0'1 (2)#4 REBAR rA
'�d`/�
1 I ri rl
i
it
• • • • I I I 1 f Fw(•`.� .0
I I I 1 it ry 1 r
POST TO
RIDGE Scale as=N6f&da
• i 3-2x8 i i 3-2x8
-IFIL ,w
TYPICAL
vnu L o"eNING 21-OII SI-OII I-OII AI-011 1-OII
sD� eT
tYPILeL DOOR OPENING
0. � _�.NIz 221_011
TYPI Ai M I TIP OP NIN,5
' o°EaK a"s�ate`
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ,..�OO �� 1 I
AS PER SEC.1609.1.2,2015 IK.ALTERNATIVE FOR OPENING PROTECTION(IF NO USING IMPACT GLAZING) '\`I
,nxOBSN[oesrta pmi[tt.ox iASmrlxO Samu1£w0.Wa0O5rnWNPu Vnx¢5 WOW mNC"1Pul"5 Wfm A MIxIM.t IxIIXHE4 aF T/�16•
.4 r1D.aE�w� m :o =µo �E 14 N� ,� A2
TMsa�m " � �.x x� aF �.� .
SCALE: 1/4" = 1'-0"
RIGAS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN/BUILD
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS Joseph Fischetti, P. E.
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD BOTTOM PLATE
RIDGE
PROFESSIONAL ENGINEER
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON L
ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH OCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF RA
LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL-
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 I TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING 624"OC
WALL STUD THROUGH-ROOF EXHAUST 10/9/19
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTUR 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 648"OC BARRIER TO LAP FLASHING2x4 SOFFIT JOIST
AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD GUTTER
INSTALL 4'0"O.C. ROOFING TO AVOID SOAK( G NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER
4"-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENING CON F, SCREENED VENTACCESSORY BUILDING
SHALL BE COVERED WITH CORROSION- J CONTIN. SOFFIT/EXT.PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE RESISTANT METAL MESH WITH MESH
INSTALL 4'0"O.C. FLASHING TO FORM CHAN L LOCATION USP NUMBER DESCRIPTION APPLICATON OPENINGS OF 14 INCH IN DIMENSION. SOFFITED SAVE
8"-14" LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS / GAP TO PREVENT CAPILL RY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFI-ER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL410"O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 22260 Main Road
14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL
2ND.FLOOR WALL OF FLASHING Orient NY 11957
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS RIDGE GAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN,4 INCHES THROUGH VENT
WOOD JOIST
('IIII�LL PLAS1-ff�INC� lH
+ TOP PLATE GIRDEREADER PROJECT TEAM:
SIDE W
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 648"OG WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALLSTUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND
4"-8" LSTA36 1-1/4'06"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN. I-I/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
Designer/Builder
ON ALL OPENINGS Designer/B u i l d e r
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACf RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS PLATEPNALL SPTH4 STUD PLATE ANCHOR CONNECT OVEF. CONFORM TO SLOPE
ON ALL OPENINGS PLATES TO EACH STUD OF ROOF
TO ALLOW FOR SHRINKAGE,4 REDUCE BUMP OUTS
DBL.SILL PLATE RIGAS CO
TERMITE SHIELD r _ 1 SUBFLOOR
SILL GASKET' WOOD JOISTS 22260 main road, orient ny 11957
NEOPRENE
TYP.CONC.FOUNDATION Z CONIC.SLAB ✓- GASKET I 2x6/2x8 CONTINUOUS WOOD PLATE 631 3238022
DAMPPROOF EXTERIOR 6 MIL.POLY v� ' BOLTED TO STEEL BEAM WITH
GRANULAR FILL
v STEEL COLUMN
6MIL POLY ON EXTERIOR 1/2"DIA. BOLTS 6 48"c.c.STAG, C@riga$co.com
CONC.SLAB ° a ° a 'o ROOF JACK // I I � STEEL BEAM
° a
°
^ COMPACT FILL 4"x 1/4" x 8"STEEL
ROOFING LAPS
o ' a �" o ° TOP AND BOTTOM PLATE
KEYWAY FOOTING o FLASHING AT
WITH I/2"x 6"ANCHOR BOLT
C'� �- CONC.FTG. o O'o G° _ Engineer
o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS
SIDES AND TOP 1/2"GROUT
(USP LBPS58 OR BP583) 3"STEEL COLUMN
D
REINFORCING BAR I I
DRAIN TILE p FOUNDATON 5/8"DIA.ANCHOR BOLT
ANCHOR BOLT CONNECTION (10 KIPS)
SUPPORTING MAXIMUM SPACING FLASHING LAPS i
SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL
TYPICAL GONG.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC Joseph F i s c h ett i, P.E.
WHERE NEEDED FOR STRUCTURAL BRACING. MIN, 3"STEEL COLUMN ANCHORED TO 24"x24"xl2" CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARINCY
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC P.O. Box 616, Southold NY 11971
SLAB-ON-GRADE ROOF JACKS � VENTS DETAIL
631 7652954
CONC.SLAB / DOOR FRAME 8UBFLOOR
I �
COMP 10 WWM
USE 2X8
COMPACT FILL DOOR E—' G JOIST
r4M
4"SLAB - I FOR BLOCKOUIF STEEL BEAM
� �9• ,��"�4 i,�`•
W/6X6
P.T.PLATE J� WMM SLOPE
C,j ?
1/2" AIR 5/PACE,` p e' 4"DRIVEWAY— NOTCH JOIST AND ADJUST HEIGHT *
(WITHA NAILING PLATE IF NEEDED)
AT END AND i l i i
Q ( -«"--'u""-� Q d a <�'' _ill o ° eO ° ••oa•Q _ • Sq. 1..
GRAD_E -' SIDES OF WOOD D ° o TO BE APROX, 1/2 OR HIGHER THAN
STEEL BEAM TO ALLOW FOR SHRINKAGE \ °
6X6 W.W.M. — °o SEAMS = e • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" o G o C d 4 4 •O A O ° e — SUBFLOOR � 0,
MIN. r, r ° ^ �'o P'4 �'' . ° ���NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMUM ° O C�.,:. r
(III W
•/ r REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '— o ° °° -11
D 'a REINFORCING BAR °'> ' '1,
DRAIN TILE I I °•' N d \ 0•°�•° O/—JOIST S Cale sl ated
12" ° SHEET METAL/30 FELT UNDER BEAM AT POINT l 'n
3 -
OF CONTACT WITH CONCRETE OR CONIC.BLOCK LU— — STEEL BEAM
°
TYPICAL CONIC. MONOLITHIC FOUNDATION.REINFORCE WITH(2)04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEA )
REINFORCE FOOTING WITH(2)04 REINFORCING BARS, 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
A3
RIGAS
DESIGN/BUILD
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Joseph F i s c h etti� P. E.
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL N41L
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EAZH BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL TOP PLATE 10'WALL:4-8dCOMMO RAFTER TOE-NAIL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) PROFESSIONAL ENGINEER
Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EAZH
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:4-8d COMMON JOSS TOE-NAIL
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 EA:H 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 EA-_H FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC UP NAIL EXT.BALCONIES 60
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE l0
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 in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD ROOF (GROUND SNOW LOAD) PER NYS 301.6
(DO NOT SCALE DRAWINGS). 2-16d COMMON EACH END (LIVE LOADS PSF)
4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete : ROOMS(SLEEPING) 30
WALL FRAMING
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS
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 40 10/9/19
(JAIL NOTES
precautions 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 QTY. SPACING GAURDRAILS ANY DIRECTION 200
EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
-
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 FDOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners.
INTERSECTTOP PLATES AT 4-16d COMMO JCINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: IONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structuralanel on the exterior STUD TO 24" FACE
P
attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULESym.:
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16'O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
gt q p ALONS EDGES NAIL
in table 3.15a-b.
8).Wind load requirements shall be taken into account during construction. TOP OR BOTTOM 2-16d COMMONA PER 2z4 STUD END TRUSS DESIGN N -STANDARD STICK FRAME CONSTRUCTION
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:PLATE TO STUD 3-16d COMMONPER 2:6 STUD NAIL ENERGY CALCULATIONS 2015 IECC ACCESSORY BUILDING
FOUNDATION NOTES: Type If exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO FER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST T, BLOCKING FOOT SEE NOTE:1,2
determine intended heights of finished floor(s)above typical grade. GROUND WIND SEISMIC FROST WINTER ICESHIELD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 22260 Main Road
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPAGNG 20 PSF 130 B SEVERE 3FT. MODERATE SLIGHTTO 11 NONE Orient NY 11957
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PE2 TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMO JOI T NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH Toe ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMO
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST ENID NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
3.5. SHEATHING LOCATION NOTES
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2-8d COMMON
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST EN1D NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and g BLOCKING TO: 3-16d COMMO EACH TOE INTERIOR ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE NOTE:2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part it the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMO 101'T NAIL @ 4"O. 8d COMMON @ 4,,&c. SEE NOTES:1,3
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bid COMMON PER TOE NOTES PROJECT TEAM:
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL
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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 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- MON COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments 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 1/2"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. Designer/Builder
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTIT8d
NAIL
FSH NG: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
Edition Wood Framing Construction Manual. g' ACING
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PATABLE 3.8 framing members with 0.42<G<o.49,the nail spacing shall be reduced to 3 inches o.c.
Douglas Fir. M-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: RIGAS CO
4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE
5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 22260 main road, orient ny 11957
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION
QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 631 3238022
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. here needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD Sd COOLERS 10"O.0.FIELD
6).Concrete piers shall be a minimum 6"above grade. INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 C@ rlgaSeO.COm
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
and blocking where applicable. JOINT DESCRIPTION
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). NAIL NOTES
NAIL
Q-n, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9
PANELS WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 6d COMMON 3"O.C.EDGE Engineer
6).Double have
Floor joists under walls that run parallel to the floor joist and under s note 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 o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code.
on plans. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system 5d COOLERS 10"O.0.FIELD
stem 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.
other access openings unless otherwise noted(typical). FLOOR SHEATHING: Joseph Fischetti, P.E.
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. p c
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH G AT T MAXIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 1 •O. Box 61 6, Southold NY 11971
STRUCTURAL PANELS 8d COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 631 765 2954
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
as required by current NYS Residential Code•FIREBLOCKING REQUIRED
requirements. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. �eV<� f-
needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. V 9
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment Supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the telling and floor
levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 C7� •i�
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as ftreblocking in walls constructed CO
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. c
Contractor and owner for final review and approval.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits,
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove callings. l lr >
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVEANDADD ADDITIONAL IONSFILL RIORTNEEDED.
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at telling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick tape 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 BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and productsof combustion. �, < /�#n�1^�,.•
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONfiRUCTION, 5.For the d of combustion.
sand fireplaces,as required S Ca
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING BACKFILL
L UNT IS COMPLETE. ) g aY P q by current N.Y.S.Residential Code.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
A4
S.C. T. M. NO. DISTRICT: 1000 SECTION : 17 BLOCK: 6 LOT(S): 10 RIGAS
AREA: 17 , 782 . 83 SQ . ET. or 0 . 41 ACRES
DESIGN/BUILD
Joseph Fischetti, P. E.
EL 22.0 344 PROFESSIONAL ENGINEER
U.P.
EL 21.5
GUY/ 4 /
EL 22.3
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EL 22.2 0
EL 22.7 ,�o
ACCESSORY BUILDING
ON O QFC EL 22.4 0) EL 21.7
GRq�Fk 0j MON. 22260 Main Road
U.P. Orient NY 11957
S� EL 22.7 EL 22. EL 20.8
ED
GUY
EL 22.1
16 .1
41 EL 22.5
EL 22.5
Dy0 �' EL 22.0 0 PROJECT TEAM:
EL 21.2
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4 6� ti Designer/Builder
4 �v CELLAR 3
/ EL 21.8 �` ENT. 3' WELL RIGAS CO
/ 22260 main road, orient ny 11957
MON. / proposed accessory
631 3238022
building in rear yard 28
EL 21.5 3 EL 22.1 s�Q c@rigasco.com
3. 1 'S
EL 22.4 �
Sti N EL 21.0 \'�, \ CO Engineer
00' Q' QO EL 21.2
f 19
o ''yy Joseph Fischetti, P.E.
E 21.8 oN y P.O. Box 616, Southold NY 11971
Cc r6,31 765 2954
J DRIVEWAY
5 foot side; yard setback . �� � ALONG LINE
EL 22.2 <v� o' ` •. �.
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A5