HomeMy WebLinkAbout45530-Z IOSHIFQ4I'pGy , Town of Southold 5/20/2021
P.O.Box 1179
v ` 53095 Main Rd
4% �a0�' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42037 Date: 5/20/2021
THIS CERTIFIES that the building ALTERATION
Location of Property: 455 Beebe Dr., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-7-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/20/2020 pursuant to which Building Permit No. 45530 dated 12/3/2020
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:
interior alterations(finished basement for gym, dry bar and bathroom)to existing single-family dwelling as applied
for.
The certificate is issued to Chumas,Charles&Hagen,Deanna
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45530 4/2A/2021
PLUMBERS CERTIFICATION DATED 5/19/2021 Char es humas () �
A ize gnature
®�g�FFo��co TOWN OF SOUTHOLD
�° ay BUILDING DEPARTMENT
z, TOWN CLERK'S OFFICE
V. 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#: 45530 Date: 12/3/2020
Permission is hereby granted to:
Chumas, Charles
57 Wiggins St
Patchogue, NY 11772
To: construct interior alterations (finish basement) to existing single-family dwelling as
applied for.
At premises located at:
455 Beebe Dr., Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-7-14
Pursuant to application dated 11/20/2020 and approved by the Building Inspector.
To expire on 6/4/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $414.40
CO -ALTERATION TO DWELLING $50.00
Total: $464.40
Bui ector
i
BUILDING DEPARTMENT
TOWN of SOYJTH01M
CE,RTJEjCAT10jX
®ate: ,
Building Permit No. 4
Owner:
(Please,print)
Plumber. s' !2 14 1 D�a
Tease Print)
I certify that the solder used in the water supply system contains less*an 2/10 of I%
lead.
j (Plumbers Signature) =�\
Sworn to before me this t
day ofd . 2A 1
�t �i 7ifJamb M,GrierNOTARY PUBLIC,STATS OF NEW YORK
Rv�tum:on re; ;9 GR6399126
Notary Public, S i6LQ I96, tau,nty rr t sr r Evre5 0-tow ts,a0.:�3
of so�r�®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® sean.devlinCa�town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Charles Chumas
Address: 455 Beebe Dr city:Cutchogue st: NY zip: 11935
Building Permit#: 45530 Section: 97 Block: 7 Lot: 14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: A Team Electric License No: 42324ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 3 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO2 Detectors
Sub Panel 1 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1
Transformer UC Lights 12Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 16 4'LED 1 Exit Fixtures Pump
Other Equipment: Mini Fridge-1
Notes: Finished Basement and New Sub Panel
`
Inspector Signature: ,-� Date: April 28, 2021
S.Devlin-Cert Electrical Compliance Form.xls
`O��rjf S
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
77 n
BUILDING DEPARTMENT—
TOWN OF SOUTMAY 5 2021
HOLD
CERTIFICATION
Date:
Building Permit No.
Owner: (1101\1o' 5 4IJP_ r\tlo' I V,O. / \,
(please print)
C-6kPlumber: r- 5
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(Plumbers Signature)
Sworn to before me this -
day of (�. 209
Jacob M.Grier
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.0IGR6399126
Qualified In Suffolk County
Commission Expires October 15,2CLL31
Notary Public, 7 County,
oe soulyolo
# # TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
INSPECTION
[ -.] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] OUNDATION 2ND- [ ] INSULATIOWCAULKING
[ ] FRA RAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
vi/ w
� • F171)MV000
DATE 1 8 INSPECTOR
�o' OF SOUTyolo L-4 g S_ 1� e676 C D/—
TOWN
OF SOUTHOLD BUILDING DEPT.
°ycourm 0 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE '& CHIMNEY [ i] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
/'\7TE INSPECTOR
%f 50l/T,yo6
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT-ION
[ ] FOUNDATION 1ST [vj'-�ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING-
[Vj�"FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION '
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIO [ ] PRE C/O
REMARKS:
D�
DATE INSPECTOR '
TOWN OF SOUTHOLD-BUILDINGDEPT.
°`yrouxn '' 765-1802
-INSPECTION
[ ] FOUNDATION IST [ ] UGH PL13G.
[ ] FOUNDATION 2ND - [- INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ :] FIREPLACE & CHIMNEY R [= ] FIRE SAFETY"INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]
ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL)-
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR -
O�aOE SOUIyO! L^I 5 ✓ 0 l &e be
* # TOWt N OF SOUTHOLD BUILDING DEPT.
to 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
TA '
brcs
DATE INSPECTOR
-
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [FFINAL
UGH PLBG.
-FOUNDATION 2ND - [ ULATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: t
�Ok
o �
DATE W11 INSPECTOR
1 11 • • =11
1
FOUNDATION(IST)
ROUGH FRAMING
PLUMBING
FA
INSULATION '-
STATE ENERGY CODI�*
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M
• D 1 S � i i, - --
. • - iM_ AK _
� rid
o�OgtyFFOip�oG 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 https://www.southoldtownny.gov
9F
Date Received
APPLICATION FOR BUILDING PERMIT,,,, _
For Office Use Only
PERMIT NO. Building Inspector: NOV 2 0 2020
,'Applications and forms-inust.be filled out in their,entiretyJncomplete
applications will not be accepted. Where the Applicant'is`not the owner,an
Owner's Authorisation form(Page 2)'shall be completed. `
Date: Q `�
,OWNER(S)OF PROPERTY: .
Name: e u►� o�� 1.._Gt.( k-�`�C�� _S M�tJ Ma Sam#1000-
Physical Address: �S
Phone#: �_l� 16L1 CfG� Email:�eA�1VlQ Q�na (%1 dlyPv�t�i CDS
Mailing Address: 5 the T
CONTACTPERSON:
Name:
Mailing Address:
Phone#:...6�J , 3IL-L- � Email• (Ca vi r, lea d� . —.�_.Q w -Co�
_ n n. _ ,�a
DESIGN`PROFESSIONAL INFORMAflON:-
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION: ; ..
Name:
Mailing Address: j S
Phone#:mm �� L 7q Email: ��� Q C_
DESCRIPTION'OF PROPOSED CONSTRUCr10N- '
.. P,
11
El New Structure ❑Addition LIAlteration ❑Repair ❑Demolition Estimated Cost of Project:
El Other f i Al`59 kCtC;P_M V_i' _ $_ �xpoo
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO
1 /
1
FEPROPERTY 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): n Q ❑Authorized Agent Owner
0--AAAA Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
20.1 Nd- lea -e-A being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signingntract)above named,
(S)he is the potl"p— otjV%4X--
(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 t/hiss
day of�/VQ U� , 20 0XD
N;NoTARY
ary Public
DawnJolnison
Notary Public,State of New York
PROPERTY OWNER AUTHORIZATION * ,PUULIC *ENo01J06349053
N/ �j Qualified in Suffolk County
(Where the applicant is not the owner) Commission Expires ao111120Zj
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
\ 2
r '
sufp��. BUILDING DEPARTMENT-Electrical Inspector
0 � TOWN OF SOUTHOLD
- Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
ads Telephone (631) 765-1802 - FAX (631) 765-9502
1 ' rogerr -southoldtownny.gov— sea nd(&—southoldtownny.gov
-APPLICATION FOR ELECTRICAL INSPECTION- I"
ELECTRICIAN INFORMATION off Information Required) Date;
Company Name:
Name:
License No. 116 email: c�
Address: I
Phone No. ,' . . - 6p��
JOS SITE INFORMATIO (All Information Required)
Name:
_>
Address: .�����_ ! _..,. .� _,�__.. . -�v,� ___ .,_ .F��,�. ;, rA:
Cross Street:
Bldg.Pe it#: email:
Tax_M� Districts;. 10�Q Section: 'q _ Block: '� Lot. Iq,"
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
64E 95�AI ct u".
Circle All That Apply:
Is job ready for inspection?, / NO 4QghIn}; t Final
Do you need a Temp Certificate?: YES /050 Issued On
Temp Information: (All information required)
Service Size 1-Ph 3 Ph Size: _., A #Meters- _ Old Meter#,.
New Seryice-Fire Reconnect-Flood Reconnect-Service Reconnected - Underground - Overhead
# Underground Laterals ` 1 2 H Frame Pole Work done on Service? Y N
Additional-Information::
P_AYMENTDUE WITH APPLICATION
Request for Inspection FormAs ��'�
L
,i
PERMIT# Address:
Switches
Outlets
GFI's
Surface I
Sconces
H H's
UC Lis •�( < AD
vl
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Gene ator
Combo Cooktop Transfer
AC AH Mini ��`✓
Special: 1
Comments. '
i
4�
6a
� U
a
APPROVED AS NOTED o
O N
N � V
, rn
C? F
DATE: 3 B.P.# s zTk
o
FEE.
6 ,t6 BY: human Hagen Residence CTO
NOTIFY BUILDING DEPARTMENT AT
765-1802 8A TO 4P FOR THE Basement Buildout
ex 0
FOLLOWING INSPECTIONS' : }f o c
1. FOUNDATION - W/O REQUIRED `
FOR POURED CORCRETE455 Beebe Dr. , Cutchogue NY 11935 NODI 2 0 2020 0
2. ROUGH - FRAMING & PLUMBING
CID3. INSULATION 'Permit St' 10- 19'2®
4. FINAL - CONS7�?UG?ION MUST a v _;�' cc ez
BE COMPLETC F- C.O.
ALL CONSTRUCTIONS !ALL MEET THE
U) a�
REQUIREMENTS OF THE uODES OF NEVA' cc — m
YORK STATE. NOT RESPONSIBLE FORLO 11 E LO
DESIGN OR CONSTRUCTION ERRORS. `r o
Drawing List Project Location m�
C-1 Cover Sheet - 00 C)
A-0.0 Site Plan
Blower d®®r a)
A-0.1 General Notes and ductwork : us;SRn -= 0)
A-1 .0 Basement Plan testing required.
'1 1
. 1 �(
7
ELECTRICAL
INSPECTION REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES ;'rff.104!s$eebeDrive
AS REQUIRED AND CONDITIONS OF
PLUMBER CER TIFICATION
ON LEAD CONTENT BEFORE
BOARD CERTIFICATE OF OCCUPANC; i fi' ;g4, +-►
Srn iTuni n rnwSTEES SOLDER USED IN I�/ATER
N.YUP`PLYSYSTEM CANNOT U)
N.Y.S.S.DEC® / 1/ LEAD.
OF -
N A-+
of NEN,
OCCUPANCY OR Tax Map No. 1000-97-7-14
USE IS UNLAWFUL - , LU 0-
Zoning Dist. R-40 N PLUMBINIG
WITHOUT CERTIFICATE 'ALLPLOMBING WASTE
WATER LINES NEED ROFESS%ON
OF OCCUPANCY N ,# FORECOVERrNG
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38'-3"
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f LOCK WINDOW
EXIST 2 WELL
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RESIDENCE
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AR�FESS1��
GE�I�Q�� I�� I �S WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONT�TITS:
I `l I` 1)RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R (SilaiE FAMLY)
! NAIL 5NUM rAMLY RE91fill T7.
1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4 JOINT DESCRIPTIO NAIL SPACIN (NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CITY �' t3UILDING HEIGHT 2' -
CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails to the strap RAFTER TO B'WALL 3-8d COMMON EACH TOE-NAI Q
TOP PLATE 10'WALL 4-Sit COMMO EACH
TOTAL SGL.FT.OF GON5TRUCTIO Well
1).The information within this set of construction documents Is related to basic design 2).RAFTER-70-WALL ASSEMBLY. CEILING JOIST B'WALL 3-8d COMMOty' EACH '
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 m TO TOP PLATE 10'WALL 4- OM- JOIST TOE-NAIL
for generally accepted good budding practice and compliance with current New York accordance to table 3 3 When a rafteror truss do not fall in line with studs below,rafters ' DESIGN CRITERIA CURRENT TIVESEC iG PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or trusses shat]be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 i EACH -FACE CURRENT 5Hc NIGH WIND EDITION,MOOD Flzana CONSTRUCTION MANUAL O N
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 I LAP NAIL
sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3 3c CEILING JOIST LAP AS PER TABLE 37 EACH FACE
FRAMING ELEMENTS A5 PER FLOOR PLANS CROSS SECTION AND GENERAL N107ES N ' (�
EXT BALCONIES 60 c fn
OVER PARTITION WFCM-SBC' I LAP NAIL M
2)The General Contractor is responsible for ensuring that all work and construction 3)WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS 40 ' Z
I
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 i TO RAFTER WFCM-SBC END NAIL ATTICS w1c,STOP-AGE 10
ZAGE O
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
20
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplrft connectors m BLOCKING 2-8d COMMON EACH TOE ATTICS W STORAGE }
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 co
3)Dimensions shall take precedent overscaled drawings- RIM BOARD EACH END (LIvE LOADS PSP) ROOMS(OTHER 7HAN SLEEPING) 40 Z
4).WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON END NAIL 30
First wall studs shall be connected to the foundation,sill plate,or bottom Plate with uplift ROOMS(SLEEPING)
(DO NOT SCALE DRAWINGS) R
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 WALL FRAMING: STAIRS 40 Q O Eli
esponsibllity for construellan coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under I NAIL NAIL GAURDRAIL5(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 CITY SPACING 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 bolls.Anchor boll TOP PLATE TO PER FACE NAIL EXP051JRE GATAGORY
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 2-16d COMMOIJ FOOT SEE NOTE 1 LOAD PATH SIE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all (ROOF-FOUNDATION) DETAIL PAGE t GENERAL NOTE'PA(SE C '-
5)Refer to the Window and Door schedule for exterior openings comers, TOP PLATES AT JOINTS FACE A+ 0
INTERSECTIONS 4-16d COMMO EA SIDE NAIL NAILING 5CHEDUL.E SEE GENERAL NOTE PAGE W
6)The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5)TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's speafications and applicable codes Type I exterior shear walls with a minimum of 7116 Inch wood structural anel on the exterio 2-16d COMMON Co CwJ+ 0)
P, STUD i O C, NAIL Sym. W
attached with Sd common natls at 6"o c.at the panel edges and 12"o c.in the field,and HEADER TO 16"O.C. FACE FIRE PROTECTION SEE FLOOR PLANE,
7).The General Contractor is to consult with the owner for all omit-in items V2 inch gypsum wallboard on the mtenorattached with 5d cooter nails at 7"o c at panel I 16d COMMON i (SMOKE a G02 DETECTORS) N Z
such as bookcases,shelving,pantry,closets,trims,eta edges and 10"o c in the field shall be in accordance with the length requirements specified HEADER (ALONG EDGE NAIL
TRUSS DESIGN N/A-STANDARD STICK BLAME CONSTRUCTION
in table 3152-b TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END i
8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK { Old A+ 0
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO i PER FACE NAIL CLIMATIC &GEOGRAPHIC DESIGN CRITERIA Y/
FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements citable 3152-b times the appropna FLOOR JOIST,BAND JOIST -16d COMMO FOOT SEE NOTE.1, -0
length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC I FROST WINTER ICESHIELO a)
1)The General Contractor and Mason to review plans,elevations,details and notes to FLOOD m
determine intended heights offinished floor(s)above typical grade 7)INTERIOR SHEARWALL CONNECTIONS. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYME HAZARDS
Allowable sidewall lengths provided in table 3 14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �/
2).All footings to rest an undisturbed(virgin)sell(MIN SOIL STRENGTH AT 2000pst)interior shearwalls are used Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACIN NOTES MODERATE SLIGHTTO _
2 4.4 2 and 2 2 4 respectively ao LBS Lao B SEVERE 3 FT. TO HEAW MODERATE 11 NONE O
3)Provide 112"expansion Joint material between concrete slabs and abutting JOIST TO 4_Bd COMMON PER TOE
concrete or masonry walls oaxuring in exterior orunheated interior areas 8)CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance I BRIDGING 2_lid COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIAT NOTES
m 7
4j.Any new concrete walls being attached to existing concrete structure stroll with table 3 5 Window sill plates shall be have steel connectors In accordance with table 70 JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 0 U U
be installed with t!4 re-bar,18"long at 12'o c.Use approyetl epoxy for installation 35. BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.I Concrete to be 2-Bd COMMON 4'PERIMETER EDGE ZONE lid COMMON @ 6"0 C Bd COMMON @ 6"O C SEE NOTES.1,3
9.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
poured on 4 inch Thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slats ) BLOCKING TO EACH TOE INTERIOR ZONE lid COMMON @ 6"0 C lid COMMON @ 12"0 C SEE NOTES'1(BOTH FIELDS
to be minimum 3-112 inch thick All fin 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 SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL NOTE 2 FOR PANEL FIELD
6"be mmum lifts(foyers) anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O C lid COMMON @ 4"O C SEE NOTES.1,3
along the open calling part of the building Connectors to the ridge and wall shall-be be LEDGER STRIP EACH FACE
6) Crawl spaces to be provided with a minimum 18"x24"access opening Install one attached with the above requirements 3-16d COMMO NOTES
TO BEAM JOIST NAIL ^`
8x16 cast iron foundation vent for every 150 sq R of area I JOIST ON LEDGER PER TOE W
DECK AND COVERED PORCH NOTES: 3-Be COMMON
7)Dampproof exterior of foundation with bituminous cooing as per 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 41 ACO pressure treated lumber. BAND JOIST PER END O
the below grade portion of exterior walls prior to backfilling All fasteners,hangers and anchors to be galvmized or stainless steel 3-1Bd COMMO
TO JOIST JOIST NAIL 1)For roof sheathing within 4 feel of the perimeter edge of the roof,incuding 4 feel on each side of the roof Peak,
BAND JOIST TO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used 7
8)Drainage as per town and N.Y.S.Residential Constiuchon Code 2)Girders for deck joists to be bolted to each post with washers and nuts 2-16d COMMO L
SILL OR TOP PLATE FOOT SEE NOTE 1
FRAMING NOTES Girders on concrete piers shall he anchored with proper steel connectors anchored 2),Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter!truss framing members with G>0 49
Into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts 0 EAT N G: For framing members with<042<G<049.the nail spacing shall be reduced to 6 inches o c
1 All framing techniques and methods asprescriptive cosi n of current SBC High Win NAIL NAIL co
g q 9 9 )Posts supporting girders shall be anchored to a 12"x17'x12'thick concrete footing JOINT DESCRiPT10N QTY SPACING I 3)Tabulated 4 inch o c nail spacing assumes sheathing to rafter/truss framing members with G>0 49 For
Edition Wood Framing Construction Manual. Use a minimum 1/2'dia x 7-long anchor bolt with washers and nuts Footings Shall be 3 ft AS PER TABLE 3 framing members with 0 42<G<O 49,the nail spacing shall be reduced to 3 inches c c
2) Unless otherwise noted,all framing and structural wood material tobe#2+BTR below grade Parches with covered roofs shall have i2"dia concrete piers for the girders STRUCTURAL PANE Bd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: N
Douglas Fir 4)Deck joists to have blocking at 60 o c CEILING SHEATHING: SHEATHING LOCATIOP NAIL SPACING NAIL SPACING AT INTERMEDIAT NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIE A`
3)Floors,walls,ceilings and rafters to be spaced at 16 inches o c unless noted 5)A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTIO NAIL NAIL SEE NOTES 1,3(BOTH FIELDS) W
Otherwise Ledger to be fastened to building with 112"dia bolts with washers and nuts QTY. SPACING 4'EDGE ZONE lid COMMON @ 6"O.0 Bd COMMON @ 12"O C.
where needed GYPSUM 7`O C EDGE NOTE 2 FOR PANEL FIELD lL ^
4)Unless otherwise noted,all bearing wall headers to be(2)2x10 02 t BTR Doug R 5d CODLER INTERIOR ZONE lid COMMON @ 6"O.0 Bd COMMON @ 12°O C SEE NOTE-3 H v
Beann wall headers to have 2 lack studs and 2 full length studs on each side of all WALLBOARD t0'O.0 FIEL
g e(1 () 9 6j Concrete piers shell be a minimum 6"above grade WALL SHEATHING: ~
openings LVL headers b have(3)jack studs and(2)NII length studs on each side of NOTES
openings.Bearing wall window sdls shall also have(2)window sill plates for 2x4 wail 7)All joists to be supported with hangers and anchors Each Joist shall aiso be anchored I NAIL
openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9 Provide fin to girder(s) (JOINT DESCRIPTIO QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL lid COMMON AS PER TABLE 3 1)For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
a5)All n horsuwhe a app icable t all connecting
joistheavy duty galwnized hangers and PANELS
6N OL B 3'OCE GE be used.
PLUMBING NOTES
i PLYWOOD 6dCOMMON fi"O C FIELD 2)Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu d).All water supply,drainage and venting to be installed as per N Y S,Residential G>0 49 For framing members with 0 424G<,the nail spacings shall be reduced to 6 Inches o c.
Floors to have ceramic the installed shall be venfied for proper load capacity unless not onstrucbon Code GYPSUM So COOLER 7"O C.EDGE
WALLBOARD 10`O C FIELD 3)For exterior panel siding galmn¢ed box nails shall be permitted to be substituted for common nails
on plans �
2)Verily septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: NOTE" }+
7).Provide blockingibndging in floor joists at 8'0 o a Use solid blocking in floor joists
under all bearing walls 3)If wall studs,plates ng and are cut out tertng Installation for any plumbing related work JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to prefect and secure the structure Verify with the OTV,r SPACING
8} Provide insulation baffles at save vents between rafters Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permutt STRUCTURAL PANEL 6"O C EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. r n
lid COMMO v,
needed. HVAC SYSTEM NOTES 1`OR t ESS 12"O C FIELD 1)PROVIDE 518"TYPE-)(SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANC NON ACCESSIBLE AREAS
9) Unless otherwise noted,all roofs and walls to have a minimum 112°thick,4-ply Fir 1)Mechanical subcontractor is res onslble for adheann to all a likable codes and safety NOTES: 2)USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE CO IN O CO }+
COX exterior sheathing grade plywood Plywood to cover over plates and headers p g pp y 3)INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR F N E N,
requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF V e
MENTIONED IN SCHEDULE NOTES ONLY. RREBLOOQNG REQUIRED n
10) Unless otherwise noted use 314"thick T&G PTS Fir or Advanleeh plywood subfloo 2)HVAC subcontractor is to fully coordinate all system data and requirements vnlh the Frebiakmg shall be provided to cut off all concealed draft openings(both vertical and horizon ���CO U�,FR� 'Q�
adhered with PL400 adhesive and screwed to floorjoisis Finished floorto be Installed equipment supplier
over subfloor as per manufacture's instructors. 1)Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof spa `�
HVAC subcontractor to provide final system layout drawing and submit rt to the General nailed 6"on-center at the panel edge If wall sheathing Fireblodong shall be provided in wood-frame construction in the fallowing locations
11).All bathroom walls to have 112'Thick moisture-resistant sheetrock Garage walls a ontiactor and owner for final review and approval is nailed 3'on-center at the panel edge to obtain higher "Li=ry"i ^,
ceilings and over furnace to have 518"thick type-x sheetrock All other Darts of budding i shear capaabes,naitirg requirements for structural 1).In concealed spaces of stud wails and partitions,inducting furred spaces,at the ceding an r ;+ .; i W
to have regular 1f2"sheetrock All walls to be taped and finished ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels Concealed horizontal furred spaces shall also be fireblodced at intervals not exceeds 1 r;�l }t-'`� 1,l Ld
such as shear plates,shall be used to maintain load path feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblociung in walls con 401 4;,
12)All root with a pitch less than 4.12 shall be installed with an Ice&Water tamer or t).All electrical to be Installed as per N Y S Residential Construction Code using parallel rows of studs or staggered studs • -,-',, _ 2
approved equal Flat roofs shat;be applied with a Fiberglas base sheet with an EPDM 2)When wall sheathing is continuous over connected
torch down type material over. 2)All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted 2)At all interconnections between concealed vertical and horizontal spaces such as occur at so �O• v7
13)All sill plates and wood in conlactwilh concrete to be pressure treated Sill plates t ) Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317I l0 be reduced tot-16d nail per fool drop ceilings and rave ceilings. �O �An
Q P
be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal of N Y S Resident*]Construction Code 3)In concealed spaces between stair stringers at the top and bottom of the run Endksed spaces
under stairs shall comply with N,Y.S,Resrdenbal Code. J�
4)At openings around vents,pipes and ducts at ceding and floor level,to resist the free passage of
flame and products of combustion
5)For the fireblocking of chimneys and fireplaces,refer to N.Y S Residential Code
t
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28'-0' r'
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REAR W/ 8X16 GONG. g
FOOTING W/ #5 REPAR. _ � 0,
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NEW ANDERSEN EXIST 3/2'x12" BOPPED GIRDER o
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NOTES:
7-11" FINISHED DRYW ILIN'
• RECESSED LIGATING .2 _
• CONCRETE VINYL FLOOR �'
• CERAMIC BATH WALL TILE ROFESS�O�P