HomeMy WebLinkAbout46225-Z Fot y Town of Southold 3/13/2022
a P.O.Box 1179
0
w 53095 Main Rd
Southold,New York 11971
dol �
CERTIFICATE OF OCCUPANCY
No: 42914 Date: 3/13/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1305 Hiawathas Path, Southold
SCTM#: 473889 Sec/Block/Lot: 78.-3-55
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/13/2021 pursuant to which Building Permit No. 46225 dated 5/11/2021
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:
additions and alterations, including ramp and screened porch,to existing single-family dwelling as applied for.
The certificate is issued to Berry,Walter&Christina
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46225 9/16/2022
PLUMBERS CERTIFICATION DATED 2/17/2022 P onic umbing&' eating
t
On?!e gnature
SUFE TOWN OF SOUTHOLD
BUILDING DEPARTMENT
CO
TOWN CLERK'S OFFICE
"oy • o� 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#: 46225 Date: 5/11/2021
Permission is hereby granted to:
Berry, Walter & Christina
215 South St
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1305 Hiawathas Path, Southold
SCTM #473889
Sec/Block/Lot# 78.-3-55
Pursuant to application dated 1/13/2021 and approved by the Building Inspector.
To expire on 11/10/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $872.00
CO-ADDITION TO DWELLING $50.00
Total: $922.00
Bui d ector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviin(cD-town.southold.ny.us
Southold,NY 11971-0959 Q
IyCOUNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Walter Berry
Address: 1305 Hiawathas Path city:Southold st: NY zip: 11971
Building Permit#: 46225 Section: 7$ Block: 3 Lot: 55
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 13 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 14 CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 14 4'LED Exit Fixtures Pump
Other Equipment: 200A Panel 30 Circuit/ 19 Used
Notes: Addition & Rear Porch
Inspector Signature: �" Date: February 16, 2022
S.Devlin-Cert Electrical Compliance Form
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 y
®tlilft'I,C1
BUILDING DEPARTMENT
TOWN OF SOUTHOl<D U r LL
r-Ea 2 5 2022
BUIO NG O
TOWN UTHOLD
CERTIFICATION
Date:
Building Permit No. q G )_a.5/
Owner: l_.UI�-Is�nc a- wc� k,,- �}PI(✓'�/
(Please print) �—
Plumber: C'C m t L (WK6 in q-1 � trvt
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this I
day of 20 0�
c
Q ��jj � t VICKIIZ'BERRY
Notary Public, U'A4"U Ilc�ouniy Notary Public-State of Nev York
-No.-01 BE6070081
Qualified in Suffo k Coynty
Commission Expires _
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# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm ' 765-1802
INSPECTION
[ ] UNDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND-- [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:_
DATE 4Y INSPECTOR
%f SO(/T�,o
# # TOWN OF SOUTHOLD BUILDING DEPT.
`y�ouFm ' 765-1802
INSPECT N
[ ] FOUNDATION 1 ST ROUGH PLBG.
[ .], OUNDATI.ON 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY-- [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
uk r av r
DATE o Y INSPECTOR
OF 50UlyOlo � �� t�e) 5— —
# # TOWN OF SOUTHOLD BUILDING DEPT.
°�y�ourm ' 765-1802
INSPECTION
[ ] FOUNDATION IST [. ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING,
[ ] FRAMING /STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY-- [ ] FIRE SAFEWINSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS.. a �- P ,� �rvlce
c�G 1�. v�' S�
t
DATE INSPECTOR ��
°E souryo�
* TOWN. OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION , .
[ FOUNDATION 1 ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY:INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/
REMARKS:
— oy- -
)sA .900,
m Dn1ST r' I q.
DATE lAl w INSPECTOR Vt/�*
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [. ] ROUGH PLBG.
] .FOUNDATION 2ND KSULATIOWCAULKING
[ ]
FRAMING/STRAPPING [ FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION'°
[- ]
FIRE-RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
7ARKS:
11JALooeiv -rPAI�
I
DATE ` �� ��"�' INSPECTOR
of so to r3 0 5- -
# # `TOWN OF SOUTHOLD BUILDING DEPT,
`y�ournv, '' 765-1802
INSPECTION
[ ] FOUNDATIONAST [ ] ROUGH PL13G.
[ } FOUNDATION 2ND" r [ ] INSULATION/CAULKING
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY". {= ] FIRE SAFETY INSPECTION
[ ]
FIRE-RESISTANT CONSTRUCTION [ ]'- FIRE RESISTANT PENETRATION
[ ]-- ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION r- 1 PRE C/O
REMARKS:
DATE INSPECTOR A
comMENTS
FJELD:INSPECTION REPORT DAT `
FOUNDATION(1ST) -
c7
FOUNDATION-(2ND)
Vwl`lil. LA
ROUGH FRAMING:&
PLUMBING:
C
INSULATION.PER N.Y. y
STATE ENERGY CODE
l �� ` c. ori 5
FINAL
ADDITIONAL C't j1d :ONIMENTS
G. 5. / o
it 2�
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=O�SUffOLK�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�,o• �a°�s Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.izov
Date Received
APPLICATION FOR BUILDING PERMIT
;t ;l }
L'F
For Office Use only L J A N 1 /
3 2021
PERMIT NO. Building Inspector: 11
s�t7nn �n
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: I� SCTM#1000- r
Project Address: f c
Phone#: Email
Mailing Address: �� (•_Pa - - _ -
CONTACT PERSON:
Name: i IT Ck -
- -_- -_
Mailing Address: 6 �l
�p - tel. �� 7� - - -
u- - -
Phone#• Email-,
DESIGNPROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
-
Phone#: L Email:
- 3- S7s_- a' - --- - - -
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure oAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes %No Will excess fill be removed from premises? Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: //� Intended use of property: cR` `
Zone or use district in which premises is si ated: 1 Are there any covenants and restrictions with respect to
this property? Dyes (,�No 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): 04uthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY OF
v
C
1 kg!i 1 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing
yy contra )above named,
(S)he is the �\`l./' k- `--
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
c
day of 5;nulcxrw20�
Notary Public
Regina L.Cartselos
Notary Public-State of New York PROPERTY OWNER AUTHORIZATION
No.oiCA6i98go8
Qualified in Suffolk County (Where the applicant is not the owner)
y Commission Expires January 5,2026-
1,
025I, J�` `� QJY1/ residing at or H,aGu C. Mo 15
la do hereby authorize `-4 to apply on
my b If the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
8UMAL VIAS U,�cc�
Print Owner's Nam
2
NQS,avi:0 oa
��O Gy.� BUILDING DEPARTMENT-Electrical Inspector
o TOWN OF SOUTHOLD
_ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631) 76571802-FAX(631) 765-9502
Temporary Certificate # 11HP Date 0C-�Okff- 29) 2021
Customer Name G1 ! _' &(..f Electrician Name Pa � f r ) , I n�
Address 5 0. a _ � Q Phone 31 3(oir--- 473
e-mail NY 11991 e-mail ar r
Phone �3 _ LRo License# 0 E— 3,1
Size 2, A Phase Overhead�_Underground #of Meters a--
Remarks
#of Underground Laterals 1 2 New X
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid for 90 days m ve.
Authorized by
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
CA ^ Southold, New York 11971-0959
o
*A �ap�� Telephone (631) 765-1802 FAX (631) 765-9502
rogerr _southoldtownny.Aov - seanda-southoldtownny.Aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION. (All Information Required) Date: j 3
Company Name: c,� 1��,� tra S ,,�--
Name: b
License No.: email: P�kIrAs 'k e h-A bp't ne'f
Phone No: ( - ❑I request an email copy of Certificate of Compliance
Address.: L6-"v- La,-e_
JOB SITE INFORMATION (All Information Required)
Name:
Address: ► r,�,�a rS cs u
ffld
Cross Street:
Phone No.: 1111S1 Libi U 3>G a
Bldg.Permit#: (I�i� 2 email,: Chc-cs�, . o� e, r @. 4'4a-c�
Tax Map District:0 Section: 7 Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) Q-- r Q gddr s
`tb ISMCUe G. Qe-.V
Check All That Apply:,
Is job ready for inspection?: S ❑Rough In ❑Final
Do you need a Temp Certificate?: S ❑NO Issue n
Temp Info on: (All information required)
Service Siz K]1 Ph ❑3 Ph Size: _20D_A #Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Undergroun Overhead
#Underground Laterals [-]l2 ❑H Frame❑Pole Work done on Service? ®1( ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.x1sx
PERMIT # Address:-
Switches
ddress:Switches s �.
Outlets , J t
GFI's
Surface '
Sconces.
H H's .
UC Lts
Fans Fridge
� r
a
Exhaus Oven 1N%D
Smokes DW Mini: .. a .
arbori IVlicro Generator.
Combo Codktop _ - ... Transfer`
} 4 v
:,:Ac AH ' Hood Service.
' v
Amps Have Used
Special:.. : .
Comments:
SC.T.M. NO DISTRICT: 1000 SECTION: 78 BLOCK:3 LOT(S):55
LAND N/F OF WILLIAM J. BOYLES JR & SUSAN BOYLES
w
U
LIL#7 N83'32'00"E aX (DEED 746.18±)
VINYL PICKET ALONG LINE Z
S 0.3'N WIRE FENCE ALONG LINE 145.66'
0.2'N 7.0'5 MON.
—❑
4.5'S FC
6' STOCKADE FENCE 3.7'S 0.3'W
GRAVEL w 0.9'S
L, DRIVEWAY
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16
GATE RSHEDSHE
7,9'PIPE 17.4
WELL °f '
LIL//6 x—2 FENCE 0.7'1 S83-32'00' yr om
141.42' 2'2 8'xDEER FENCE
MON.
0.0.2'7'NW
LAND N/F OF WILLIAM PENZA
0
i`
i`
NOKOMIS ROAD
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
UPDATE 02-24-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 15,071.3 S.F. OR 0.35 ACRES ELEVATION DATUM: -------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL N07 BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: WALTER H. BERRY;
MAP OF: CHRISTINA M. BERRY;
FILED: WELLS FARGO BANK;
SITUATED AT: SOUTHOLD AMBASSADOR ABSTRACT, LLC;
TOWN OF: SOUTHOLD KENNETH y WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Dox 153 Aquebogue, New York 11931
FILE 1"=2D' NOV. 19, 2013 PHONE (631)298-1588 FAX (631) 298-1588
H 13-196 SCALE: DATE: N.Y.S. LISC. NO. 050882 al..letnfng the--&or Rab-1 J.Hennessy&Kenneth N,Hnychuk
PROPERTY: 15,071.3 SQ. FT.
0.35 ACRES
EXISTING HOUSE: 1346.4 SQ. FT. EXITMATED DISTUBANCE
8.93 % FOR CONSTRUCTION :
6000 SQ. FT.
---------- 5 0602810011
E105EXISTING SHEDS. 98.0 SQ. FT. JIM DEERKOSKI PE
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0.65 % ESTIMATED EXCAVATION : phone. (631) 298-7116
200 CUBIC YARDS
PROPOSED ADDITIONS:
EXISTING
714.0 SQ. FT ESITMATED FILL:
SHED 4.73 % 75 CUBIC YARDS
� gJ
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N = APPRO ED !�S ��OTED
294.0 SQ. FT. DATE: B.P.#
7
1.95 % FEE: -1 :�
NOTIFY BUILDING ,.. ARTIVENT AT
_ _ _ _ 765-1802 8 AM TO 4 Pl.' FOR THE
F - - - - - - - SCTM 1000-78-3-55 FOLLOWING INSPECTIONS:
_ 1. FOUNDATION - T'A'O rEQUIRED
/ I FOR POURED CO".;RETE
336 SF = 56.1 CF 2. ROUGH - FRAMING & PLUMBING
i DW I @2° RAIN / HR. MEETS AND BOUNDS BY: KENNETH WOYCHUCK 3. INSULATION
INSTALL 8'X2' DW I 4. FINAL - CONSTRU"TION MUST ( ^
T SURVEY DATE: NOVEMBER 19, 2013 ALLB CONOSTRUCTI N ~S!i^,LL (MEET THE v ,
REQUIREMENTS OF THE CODES OF NEW
Q 16'3' YORK STATE. NOT RESPONSIBLE FOR
24'0' O
SILT FENCING � DESIGN OR CONSTRUCTION ERRORS.
O
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• , / PORCH 7.0' I ^_
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1 STY. o
ffLNDG ADDITION 16 COMPLY WITH ALL CODES OF
3.5' / 16,9' NEW YORK STATE & TOWN CODES
_
r - _j r--i �/
w AS REQUIRED AND CONDITIONS OF �
yr inTni R O
LLJi
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672 SF = 112.2 CF VeV_ 'NTRUSTEES r
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m 6.0 0� USE IS UNLAWFUL M x
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N ADDITION OF OCCUPANCY O
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PURSUANT TO CHAPTER 236
' 25.9' P 28.0 OF THE TOWN CODE. �--�
EXIST.
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_ ON LEAD CONTENT BEFOR"
/ \ I
CERTIFICATE OF OCCUPAr.
�ONCRETE SOLDER USED IN WATER
T
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/ \
SILT FENCING
m I SOIL I I SILT FENCING PLUMBING
1 LOCATION0ALL PLUS"GING WASTE E _ECTR3CAL
/ &WATER LINES NEED INSPE 'TION REOUIRED
TiZTING.BEE08E COVERING
- - - -
CONSTRUCTION
ENTRANCE
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OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC �� F NFA
THAN 6 FEET 2in.EMBEDMENT LENGTH
AND NUTS @ 2'-0"O.C. PLUMBING SCHEMATIC
No.10 WOOD-SCREWS �� ���� .'fLR�DOV SCALE: SEE PLAN
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"oc SCALE: NOT TO SCALE * f^ .�.
tin.EMBEDMENT LENGTH r—
PANEL SPAN GREATER THAN 6 FEET n =«: '
AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW ttI z v LuQ BASED ANCHOR WITH :16:'0 Z
THAN 8 FEET 2in.EMBEDMENT LENGTH N �. = SHEET N O■
WIND-B RNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ARo 2' ' -���
0 0 �SSl�N
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
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.
KING STUDS
°
ENDWALL RAFTER WALL STUD JIM DEERKOSKI, PE
° CRIPPLE STUD
0 •
BOTTOM PLATE phone: (631) 298-7116
p RIDGE LEDGER B ATH TUB
HEADER
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 BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD GOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF 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.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS
MAINTAIN
4VENTILATION
SIDEWALL FLASHING A m
WOOD JOIST
FOUNDATION TOP PLATE r 1
' - - - - - FINISH WALL AND MOISTURE BLOCKING
` 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING h 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS @48'OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
WOOD GIRDER n
THE SPACE VENTILATED. ALL OPENINGS V
INSTALL 4'0" O.C. ONTIN. SCREENED VENT
., SHALL BE COVERED WITH CORROSION-
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD �..�
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/a INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWV ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWV ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT
OF FLASHING W
2ND. FLOOR WALL
i uj O
ROOFING LAPS BASE
FLASHING 4 INCHES
cd
RAFTER rCj
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME -1 w
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Lw
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
[I ^
WOOD JOIST •� A
x a
TOP PLATE O
o GIRDER/HEADER M
SIDE WALL FLASHING WOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
D O
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION -I z
4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTUREDKEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
O
ON ALL OPENINGS RIDGE VENT FOLDS
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE O FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE 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 CONNECT OVER OFONFORM ROOF TO SLOPE
TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE O Q
TERMITE SHIELD
SUBFLOOR
SILL GASKET - , �
WOOD JOISTS
NEOPRENE ;
TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET �. 2x6 /2x8 CONTINUOUS WOOD PLATE
C 6 MIL. POLY
DAMPPROOF EXTERIOR �, GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR \•Q a `� 1/2 " DIA. BOLTS ® 48" o.c. STAG.
° V STEEL COLUMN
A4 I ° 4 -� p, ' ROOF JACK �� `� f — v
CONC. SLAB ' '� ° � V // I I `
STEEL BEAM
ANCHa° ^ ` POLR DR BONC RETE OLT EDS ENT: ` .` 4" x 1/4" x 8" STEEL
COMPACT FILL ° `
% V i I i h p / B LCC K WALL: 15" ROOFING LAPS �. I TOP AND BOTTOM PLATE
° ° 4 ° FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING p /`
n �'� L CONC. FTG. �► 'p Q`p G p' SIDES AND TOP
° O ANCHOR BOLT CONNECTION USE WIj 3z3 SQUARE WASHERS ` 1/2" GROUT
o i A (US LBPS58 OR BP583)
o REINFORCING BAR5/6" I 3" STEEL COLUMN
p ANCHOR BOLT CONNECTION SUPPORTING NAXIIMUMASPACING BOLT FLASHING LAPS
DRAIN TILE ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
' SUBFLOOR
CONC. SLAB ( DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL DOOR
USE 2X8
STEEL BEAM
FOR BLOC KOUT
• 4" SLAB DRAWN BY: JD
P.T. PLATE W/ 6X6 WMM I SLOPE
° o. 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR ZACE `� < < „ 7 1 �•• • (WITH A NAILING PLATE IF NEEDED) 4/14/2021
AT END AND E AP 2" R HIG
• � ' � r� ES OF WOOD �� �'0 ° ° � ° ` °•'° > ° TO ROX 1/ 0 HER THAN
r 4 ,�=--q-----«-----z o
STEEL BEAM TO ALLOW FOR SHRINKAGE F N
�, BEAMS 7� - I I p 'o D p n D • ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) C� �y
GRADE ° 4 ° 4 ° 4 D II- -ITL= ° Os ° ° _ _
,,�•'° �'" 6X6 W.W.M. — — — — — — — o 4 �� �s 3 �o ALE: SEE PLAN
"° 4 4 ° 4 . . p , D '� I=1 I—III=1 I I I
MIN. p '�D p D ^ � 4 �'/ o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —L O ^ LL1T �SUBFLOOR ^ �• u'
r.J'� r. NOTCH EQUALS 1/4 DEPTH OF BE4M �1= D o• ° p ■
• 4 • REINFORCING BAR c 1W e d 10 0 o'O n i 11 01ST N $ _ SHEET N O
�` �� REINFORCING BAR °
• s p
DRAIN TILE ��---►I a ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT TI L l� s ° m STEEL BEAM CLQ o `� "� 1` �� ■
12 OF CONTACT WITH CONCRETE Or'CONC. BLOCK _iMLUM=fTi=i1— =F F
c•e 3" PLATE (BOLTED
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A �A SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
i
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
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 EACH BUILDING HEIGHT (SEE PLANS)
TOE-NAIL
TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE
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 TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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 JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
g y f g g p p FRAMING ELEMENTS
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 LIVE LOAD(PSF)R301.5
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 UNINHABITABLE ATTICS(NO DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
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 UNINHABITABLE ATTICS (STORAGE) GE) 20 EXTERIOR(LIGHT FRAME) T10 EXTERIOR(LIGHT FRAME) OOEEL WA AISLES 14 RAFTERS GREATER THAN 3:12 PITCH L/180
NO FINISHED CEILING) JIM DEERKOSKI, PE
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 phone: 631 298-7116
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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360
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 (
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 FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240
GUARDS AND HANDRAILS 20o
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3). Dimensions shall) take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END PASSANGER VEHICLES 50
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
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: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
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 Q-n, SPACING NOTES ROOF GROUND SNOW LOAD 20
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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE 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 E 2 - 16d COMMONPER 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. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP STUD O.C. NAIL Sym.:
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
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 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
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 ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM
T, BAND JOIST, 2 - 16d COMMO PER FACE NAIL
FLOOR
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 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 on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES O
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMONPER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #.5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
&...
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O. 8d COMMON @ 6 O.C. SEE NOTES: 1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-11/2 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 BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 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-ridge SILL OR TOP PLATE BLOCK NAIL 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 of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
�
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area. -
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 4-J W
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N 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 rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON •r�-I
g p p g g g TO JOIST JOIST 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, x Q
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
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. 2 - 16d COMMO O
SILL OR TOP PLATE FOOT SEE NOTE: 1 `�J
Girders on concrete piers shall be anchored with proper steel connectors anchored T 1N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. x
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. •
NAIL NAIL, For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. �//1
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 DESCRIPTION l
g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING O
• Edition Wood Framing Construction Manual. �� ,� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Z 0
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. O
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE .��
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 Q
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 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES Q
openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
5). All flush beams/headers to be installed with heavyduty alvinized hangers and ) Yp g 8d COMMO b For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
Y g g PANELS WFCM - SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 tile installed shall be verified for proper load capacity 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 5d COOLERS 10"D.0 . FIELD
7). Provide 2 - 1-3/4" thick microlams ( height to match 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.
FLOOR SHEATHING
other access openings unless otherwise noted (typical).
3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
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 QTY. SPACING
2).USE SIMPSON HANGERS AND ANCHORS WITH Z•MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable Unless otherwise noted. state code and manufacture s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES V OR LESS 8d COMMON12' O.C. FIELD (5.7 SQ.FT.2ND.FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as 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.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wzll sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If Nall sheathing
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge toobtain 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,
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL NOTESshear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed RAWN BY: JD
members shall be doubled, or alternate oinectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces D
.
over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintzin load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 4/14/2021
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8" thick t e-x sheetrock. All other arts of building 2). All electrical work shall be approved b a qualified Underwriter. 2). When wall sheathing is continuous overconnected p
g Yp p g pP Y q members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Residential Code. E N .I'
to have regular 1/2" sheetrock. All walls to be taped and finished. g ev P a ' v .� � DE
3 . All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. o, ��5., FRS � SCALE. SEE PLAN
P Y * %A o
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �q=
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P rn
torch down type material over. and R315 of IRC. Z`P SHEET N O.
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �O S I N
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
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